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Home My WebLink About50540-Z ��o�s0fF0L��oGy� Town of Southold 5/28/2024 y x P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45205 Date: 5/24/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1235 Island View Ln, Greenport SCTM#: 473889 Sec/Block/Lot: 57.-2-42.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/2/2021 pursuant to which Building Permit No. 50540 dated 4/11/2024 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: second story addition with front portico and rear balcony per ZBA Decision#7565,to an existing one family dwelling, as applied for The certificate is issued to Krepp,John&Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47652 09/26/2023 PLUMBERS CERTIFICATION DATED 05/08/2021 CM Sandova 41 ut on d ignature �soFFot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • o�� 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#: 50540 Date: 4/11/2024 Permission is hereby granted to: Krepp, John PO BOX 1555 Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees & ZBA approvals with flood permit. Replaces BP#47652 At premises located at: 1235 Island View Ln, Greenport 1 SCTM # 473889 Sec/Block/Lot# 57.-2-42.8 Pursuant to application dated 3/2/2021 and approved by the Building Inspector. To expire on 10/1112025. Fees: PERMIT RENEWAL $431.70 Total: $431.70 Building Inspector TOWN OF SOUTHOLD ch, BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • 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#: 47652 Date: 4/7/2022 Permission is hereby granted to: Krepp, John 4 Windsor Ln East Northport, NY 11731 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter, Trustees &ZBA approvals with flood permit. At premises located at: 1236 Island View Ln., Greenport SCTM # 473889 Sec/Block/Lot# 57.-2-42.8 Pursuant to application dated 2/8/2022 and approved by the Building Inspector. To expire on 10/7/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $588.40 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $73 8.40 Building Inspector O�*Of SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q -�► • �o Ja mesh[cD-southoldtownny.gov Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Krepp Address: 1235 Island View Lane city:Greenport st: New York zip: 11944 Building Permit#: 47652 section: 57 Block: 2 Lot: 42.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: REP Electric LLC Electrician: Robert Paladino License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/,CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 Floor heat mat, 2 afci/gfi 15 amp breakers, 1 afci/gfi 20amp breaker Notes: SECOND FLOOR RENO Inspector Signature: Date: September 26, 2023 1235 island view In o�..OS�EfOLK o< reie 631)765-1802 • Gy� ahorie( . Toiivn Hall Annex ' M7..5 Main Road P.O.Box 1179 co Southold,NY 11971.0959 :y .. . '.yob of,� , . . . . .BUILDING DEPARTMENT TOWN OF SOUTHO +D CERTIFICATION: Building Permit N. Owner:. ease.print). ur Plumbe;: -� Tidase print] I certifythat.the stilder:used;in the wateraupply system:contains•less:.than,2/llead.' (Plumbers'Signature) Sworn to before me this .8.. day of 111a _, 20 � Notary Public, ZX County MARIA.CELESTE VELIZ NOTARY PUBLIC-STATE OF NEW YORK No.01VE0022152 , Qualified in Suffolk County 1 -My Commission Expires 03.13.2028 ®CamScanner SOUIyOIo l # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouMv��' 631.765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMANR S: I - Y*ry q�� X k M4 l Uv,, 6VA 4y& DATE INSPECTOR hO�aOf SOUTyo� L, ! 6%!5?_ f # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t—,,-c., nk 000'11:c DATE INSPECTOR �aOE SO//THp q765Q R3� 55a"( //"�i'A/ h� �O * * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i�0, DATE INSPECTOR �^ OF SO�T�� TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ 400 ULATION/CAULKING FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ]' RENTAL REMARKS: '�' `�'✓SDmvje&. t his �dow bQl 4- - JoAjk;�&X • 1 c 4t DATE 0 3 Y INSPECTOR NV Ct Lit fy ol f,- kk ,4 i -„�`�r ,,... _ r �� _ � ;,K."fib y,'+k+► R ' - f fir'- � !.e. • ._ ;�` ♦P. �, �l - a �w 7 'fit ✓ _ �• _ '�,� •�. 1 _ • - •w ,' - - � ♦ _ _ - • _lam +R� r � » ,. _,�. de Ab - .— - � 1 i � 'III .-!' � ♦ L a �] IL ell 40 ,� � � � •• •� �• �' �:r tip.yy', 71 dip t _ � ,��, yt ' • r.• -.ram,- ... � L"fir ;;,�f� 1 41 .1 ��,�00001 `i . - NO- Ilk t C 11 i DAVID TURNER ARCHITECT, P. C . 5-7-23 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New. York 11971 Re: 1235 Island View, Greenport, NY CERTIFICATION LETTER The Spray-on Foam Insulation is now completed and complies with the approved & permitted plans&2020 Residential Building Code. c 1; avid Turner A 16162 366 WEST 30TM STREET, FIRST FLOOR NEW YORK, N.Y. 10001 PHONE: (212) 594-0840 MA i i r i ` �. I i '� ` 1 i -- �,,., _- :� � �, ' x_=��_ r �,� � �� ,r;� t ��_ x .L" ,',`S .: -,v.:-.e,,� •7� 4. 1; ;�t. .r .� �: ♦ _��_'i � i� -� �.��. ',,� .� a��f: ��L ' \. .; 1 National Flood Insurance Program Elevation Certificate and Instructions 2022 EDITION oee r M SE�'J FEMA " U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name:John A. Krepp&Margaret Krepp Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: Company NAIC Number: 1235 Island View Lane City: Greenport State: NY ZIP Code: 11944 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-57-02-42.8 A4. Building Use(e.g.',Residential, Non-Residential,Addition,Accessory,etc.): Residential A5. Latitude/Longitude: Lat.N 41 dg 4'45" Long.W-72 dg 22'42" Horizontal Datum: ❑NAD 1927 ®NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the.building(see Form pages 7 and 8). A7. Building Diagram Number: 2A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,048.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ❑Yes ® No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A8.c: sq, in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): sq.ft. 0 Sum of A8.d and A8.e rated area(if applicable-see Instructions): sq,ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq. ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ❑No ❑N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c: sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft. Q. Sum of A9.d and.A9.e rated area(if applicable-see Instructions): sq.ft. SECTION.Ba=FLOOD-INSORANCE RATE'MAP.(FIRM)INFORMATION, B1.a.NFIP Community Name:Southold B1.b.NFIP Community Identification Number.360813 B2.County Name:Suffolk B3.State:NY B4.Map/Panel No.: 36103CO159 B5. Suffix:H B6.FIRM Index Date: 09/25/2009 B7.FIRM Panel Effective/Revised Date: 09/25/2009 B8. Flood Zone(s): AE B9.Base Flood Elevation(s)(BFE)(Zone AO, use Base Flood Depth): 6 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 69: ❑ FIS ®FIRM ❑Community Determined ❑Other: B11. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ®No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1235 Island View Lane Policy Number: City: Greenport State: NY ZIP Code: 11944 Company NAIC Number: SECTION E-BUILDING MEASUREMENT INFORMATION(SURVEY NOTREQUIRED) FOR ZONE AO,ZONE-AR/AO,AND ZONE A(WITHOUT.BFE) For Zones AO,AR/AO,and A(without BFE),complete Items El—E5. For Items El—E4,use natural grade,if available.If the Certificate is intended to support a Letter of Map Change request,complete Sections A,B,and C.Check the measurement used. In Puerto-Rico only, enter meters. Building measurements are based on: ❑Construction Drawings' ❑ Building Under Construction` ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. E1. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the LAG. a) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is: ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)of the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage(top of slab)is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is: ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. 'SECTION F—:PROPERTY OWNER`(OR OWNER'S.AUTHORIZED REPRESENTATIVE)CERTIFICATION, The property.owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without BFE)or-Zone AO must sign here. The statements in Sections A, B,and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 1235 Island View Lane Policy Number: City: Greenport State: NY ZIP Code: 11944 Company NAIC Number: SECTION H—BUILDING'S FIRST FLOOR HEIGHT INFORMATION FOR ALL ZONES (SURVEY NOT REQUIRED)(FOR INSURANCE PURPOSES ONLY) The property owner, owner's authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes. Sections A,B,and I must also be completed. Enter heights to the nearest tenth of a foot'(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. H1. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A,1B,3,and 5-9.Top of bottom ❑feet ❑meters ❑above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,2B,4,and 6-9.Top of next ❑feet ❑meters ❑above the LAG higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor)is: H2. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ❑Yes ❑ No SECTION1—PROPERTY OWNER,(OR OWNER'S AUTHORIZED REPRESENTATIVE).CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and H must sign here. The statements in Sections A, A and H are correct to the best of my knowledge. Note:If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086=0-33)(10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P O.Route and Box No. FOR INSURANCE COMPANY USE 1235 Island View Lane Policy Number: City- Greenport State: NY ZIP Code: 11944 Company NAIC Number: Insert the third and fourth photographs below. Identify all photographs with the date taken and"Front View,"'Rear View," "Right Side View,"or"Left Side View."When flood openings are present, include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. ti+ f i I v _# �• • Photo Three Photo Three Caption: Rear Right Clear Photo Three a y Photo Four Photo Four Caption: Rear Left Clear Photo Four FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 8 of 19 SECTION A-.PROPERTY INFORMATION(Condnued) Item A8.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the crawlspace or enclosure(s)that are no higher than 1:0 foot above the higher of the exterior or interior grade or floor immediately below the opening.If the interior grade elevation is used, note this in the Comments area of Section D. Item A8.d.Enter the total measured net open area of permanent non-engineered flood openings indicated in A8.c in square inches,excluding any bars,louvers,or other-covers of the permanent flood openings.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A8.e.Enter the total rated area of the permanent engineered flood openings indicated in A8.c,in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the International Code Council Evaluation Service(ICC ES)for all engineered openings,and indicate.the manufacturer's name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/ provided,enter the net open(unobstructed)area of the flood openings in A8.d instead. Item A81 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of A8.d(net open area of all non-engineered openings)and A8.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings-rated for 200 sq.ft.each,would yield 140+400=540 sq.ft.rated area.If eitherA8.d orA8.e is"0",then enter"N/A"forA8.f. Item A9.a.Provide the square footage of the attached garage with or without permanent flood openings.Take the measurement from the outside of the garage.If there is no attached garage,enter"N/A"for items A9.a-f. Item A9.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of the attached garage identified in A9.a.If the attached garage has no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero)in ItemsA9.c-f.If there is no attached garage,enter"N/A". Item A9.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the attached garage that are no-higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.This includes any openings that are in the garage door that are no higher than 1.0 foot above the adjacent grade.If the interior grade elevation is used,note this in the Comments area of Section D. Item A9.d.Enter the total measured net open area of permanent non-engineered flood openings indicated in A9.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings,and enter the total in Item A9.d.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,-provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A9.e.Enter the total rated area of the permanent engineered flood openings indicated.in A9.c in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the ICC ES for all engineered openings,and indicate the manufacturer's name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without.documentation.If no documentation is available/provided,enter the net open(unobstructed)area of the flood openings in A9.d instead. Item A91 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of A9.d(net open area of all non-engineered openings)and A9.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft.each;would yield 140+400=540 sq.ft.rated area.If either A9.d orA9.e is"0",then enter"N/A"forA9.f. SECTION.B}—FLOOD INSURANCEAATIE MAP(FIRM)'INFORMATION, Complete the Elevation Certificate using the Flood Insurance Study(FIS)and FIRM in effect at the time of the certification. The information for Section B is obtained by reviewing the FIS and the FIRM panel that includes the building's location. Information about the current FIS and FIRM is available from FEMA by visiting msc.feme.gov or contacting the local floodplain management official. If a Letter of Map Amendment(LOMA), Letter of Map Revision Based on Fill(LOMR-F),or Letter of Map Revision(LOMR)has been issued by FEMA,please provide the letter date and case number in the Comments area of Section D or Section G,as appropriate. For a building in an area that was mapped in one community but is now in another community due to annexation or dissolution,enter the community name and six-digit Community Identification Number of the community in which the building is now located in Items B1.a and B1.b;the name of the county or new county,if necessary,in Item 132;and the FIRM index date for the community identified in B1.a,in Item. B6. Enter information from the actual FIRM panel that shows the building location,even if it is the FIRM for the previous,jurisdiction,in Items B4,B5,B7,B8,-and B9. If the map in effect at the time of the building's construction was other than the current FIRM,and you have the past map information pertaining to the building,provide the information in the Comments area of Section D. Note: Indicate_in the Comments area of Section D if using information based on best available data,such as base-level engineering or advisory flood hazard data(contact the local floodplain management official to confirm). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 10 of 19 SECTION•C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)(Continued) Land surveyors may not be able to gain access to some crawlspaces to shoot the elevation of the crawispace floor.If access to the crawlspace is limited or cannot be gained;follow one of these procedures. •Use a yardstick or tape measure to measure the height from the floor of the crawispace to the"next higher floor,"and then subtract the crawlspace height from the elevation of the"next higher floor."If there is no access to the crawispace,use the exterior grade next to the structure to measure the height of the crawispace to the"next higher floor." •Contact the local floodplain management official of the community.in which the building is located.The community may have documentation of the elevation of the crawispace floor as part of the permit issued for the building. •If the property owner has documentation or knows the height of the crawlspace floor to the next higher floor,try to verify this by looking inside the crawlspace through any openings or vents. In all three cases,use the Comments area of Section D to provide the elevation and a brief description of how the elevation was obtained. Note: If any item does not apply to the building,enter"N/A"for not applicable. Item C1.Indicate whether the elevations to be entered in this section are based on construction drawings,a building under construction,or finished construction.For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete. If the building Is under construction,include only those elevations that.can be surveyed in Items C2.a—h.Use the Comments area of Section D to provide elevations obtained from the construction plans or drawings. Select"Finished Construction"only when all M&E such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Item C2.A field survey is required for Items C2.a—h.Most control networks will assign a unique identifier for each benchmark. For example,the National Geodetic Survey uses the Permanent Identifier(PID). For the benchmark utilized,provide the PID or other unique identifier assigned by the maintainer of the benchmark. For GPS survey,indicate the benchmark used for the base station,the Continuously Operating Reference Stations(CORS)sites used for an Online Positioning User Service(OPUS)solution(also attach the OPUS report),or the name of the Real Time Network used. Also provide the vertical datum for the benchmark elevation.All elevations for the certificate,including the elevations for Items C2.a—h, must use the same datum on which the BFE is based.Show the conversion from the field survey datum used if it differs from the datum used for the BFE entered in Item B9 and indicate the conversion software used.Show the datum conversion,if applicable,in the Comments area of Section D. For property experiencing ground subsidence,the most recent reference mark elevations must be used for determining building elevations.However,when subsidence is involved,the BFE should not be adjusted. Note: Enter elevations in Items C2.a—h to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico); if data is surveyed to the nearest hundredth,round to the nearest tenth. Item C2.a.Enter the elevation measured at the top of the bottom floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7). For buildings elevated on a crawlspace,Building Diagrams 8 and 9,enter the lowest elevation of the top of the crawlspace floor in Item C2.a,whether or not the crawispace has permanent flood openings(flood vents). Item C2.b.For Building Diagrams 2A through 9 in any flood zone,including Zones B, C,X,and D,enter the elevation measured at the top of the next higher floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7). For buildings requiring more than two floors or levels to be surveyed,such as those with multiple floors or multi-level enclosures,enter the additional surveyed elevations and floor descriptions in the Section D Comments,and clarify which floors are entered as Item C2.a and C2.b. Item C2.c.For floodplain management compliance,this elevation is required for all Building Diagrams 5 and 6 in V Zones in areas seaward of the LiMWA,and in other areas regulated for coastal flooding hazards. Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(Item A7)or the figure below.This elevation can be entered for Building Diagrams 5,and 6 in any flood zone,including Zones B,C,X,and D. For Building Diagrams other than 5 and 6(if applicablej,enter the C2.c elevation as indicated in the figure below.If this item does not apply to the building, enter WIA"for not applicable. Item C2.d.If there is an attached garage,enter the lowest elevation for top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the Building Diagrams.) Item C2.e.Enter the lowest platform,floor,or ground elevation supporting the lowest electrical,heating,ventilation,plumbing,and air conditioning M&E and other utilities servicing the building,which may be located in an attached garage or enclosure or on an open utility platform.Note that elevations for the M&E items are required regardless of their location. Local floodplain management officials are required to ensure that all new M&E servicing the building are protected from flooding.Thus,local officials may require that elevation information for all M&E,including ductwork,be documented on the Elevation Certificate. If the M&E is mounted to a wall,pile,etc.,enter the platform elevation of the M&E..Indicate the lowest M&E type and its general location(e.g.,on floor inside garage,on platform affixed to exterior wall)in the Comments area of Section D or.Section G,as appropriate. Note: For more guidance on floodplain management compliance for utilities,including M&E,refer to FEMA P-348,Protecting Building Utility Systems from Flood Damage.The list of M&E and the elevation requirements for documenting floodplain management compliance are different than the NFIP insurance M&E discount eligibility considerations.See Section H Instructions for additional information. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 12 of 19 'SECTION EBUILDING MEASUREMENT INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE)'(Continued) Item E2.For Building Diagrams 6-9 with permanent flood openings(see pages 18-19),enter the height of the next higher floor or elevated floor(as indicated by C2.b in the selected Building Diagram, Item A7)above or below the HAG. Item E3.Enter.the height,in relation to the HAG next to the-building,for the top of attached garage slab. (Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the diagrams.)If this item does not apply to the building, enter WIA"for not applicable. Item E4.Enter the height,in relation to the HAG next to the building,of the platform elevation that supports the M&E servicing the building. See Item C2.e for additional details on M&E. Indicate the M&E type in the Comments area of Section F. Item ES.For those communities where this base flood depth is not available,the community will need to determine whether the top of the bottom floor is elevated in accordance with the community's floodplain management ordinance. SECTION F-PROPERTY OWNER(OR OWNER'S AUTHORIZED REPRESENTATIVE)CERTIFICATION Complete as indicated.This section is provided for certification of measurements when completing Sections A, B,and E.If Section E is completed by a property owner or property owner's authorized representative in Zone AO,AR/AO,or A(without BFE),then the community should confirm the heights in Section E to ensure compliance with community floodplain management ordinances. If Section E is completed by a local floodplain management official,then complete Item G2.a and Section G instead of Section F.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate. Check the box as indicated if including attachments and describe in the Comments area. SECTION G-COMMUNITY INFORMATION(RECOMMENDED FOR COMMUNITY OFFICIAL,COMPLETION) The community official who is authorized by law or ordinance to-administer the community's floodplain management ordinance can complete Sections A, B,C,E,G or H of this Elevation Certificate and sign this section.Section C may be completed by the local official per the instructions below for Item G1. Item G1.Check if Section C is completed with elevation data from other documentation that has been signed and sealed by a licensed land surveyor,engineer,or architect who is authorized by state law to certify elevation information.Indicate the source of the elevation data and the date obtained in the Comments area of Section G. If you are both a community official and a licensed land surveyor,engineer,or architect authorized by state law to certify elevation information,and you performed the actual survey for a building in any flood zones (including Zones A99, B,C,X and D),you must also complete Section D. Item G2.a.Check if information is-entered in Section E by the community for a building in Zone A(without a BFE),Zone AO,or Zone AR/ AO,or when the community certifies Item E5 for a building in Zone AO. Item G2.b.Check if information is entered in Section H by the community for insurance purposes. Item G3.Check if the community official is correcting information provided in Sections A,B.E and H.Describe corrections in the Comments area of Section G. Item G4.Check if the information in Items G5-G11 has been completed for community floodplain management purposes to document the as-built lowest floor elevation of the building.Section C of the Elevation Certificate records the elevation of various building components but does not determine,the lowest floor of the building or whether the building,as constructed,complies with the community's floodplain management ordinance.This must be done by the community.Items G5-G11 provide a way to document these determinations. Item GS.Permit Number. Enter the permit number or other identifier to key the Elevation Certificate to the permit issued for the building. Item G6.Date Permit Issued.Enter the date the permit was issued for the building. Item G7.Date Certificate of Compliance/Occupancy Issued.Enter the date that the Certificate of Compliance or Occupancy or similar written official documentation of as-built lowest floor elevation was issued by the community as evidence that all work authorized by the floodplain development permit has been completed in accordance with the community's floodplain management laws or ordinances. Item G8.New Construction or Substantial Improvement.Check the applicable box."Substantial Improvement"means any reconstruction, rehabilitation,addition,or other improvement of a building,the cost of which equals or exceeds 50-percent of the market value of-the building before the start of construction of the improvement(or meets the community's more restrictive standards,if applicable).The term includes buildings that have incurred substantial damage,regardless of the actual repair work performed. Item G9.a.As-built lowest floor elevation.Enter the elevation of the lowest floor(including basement)when the construction of the building is completed and a final inspection has been made to confirm that the building is built in accordance with the permit,the approved plans, and the community's floodplain management laws or ordinances. Indicate the elevation datum used. Item G9.b.As-built lowest horizontal structural member. Enter the elevation measured at the bottom of the lowest horizontal-structural member of the floor indicated by the selected Building Diagram(Item A7).or in the figure at the end of the instructions for Section C. Indicate the elevation datum used. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 14 of 19 ' Foundation Type Diagrams(for use in Section H): Slab on Grade(Non-Elevated) Elevated without Enclosure on Posts,Piles,or Piers Corresponds to EC Corresponds to EC H2 Diagrams 1A,1B r'= Diagram 5 and 3 ®` _ H1.a Note:If the building has more than one floor,the Machinery and &H2 Equipment should be on the second floor or higher. Basement(Non-Elevated) Elevated with Enclosure on Posts,Piles,or Piers Corresponds to EC Corresponds to EC Diagrams 2A,2B �' -` Diagram 6 and 4 H1.b H1.b . .................... H1.a _. &H2 &H2 Crawlspace(Elevated,including Non-Elevated Elevated with Enclosure Not on Posts,Piles,or Sub-Grade Crawlspace) Piers(Solid Foundation Walls) Corresponds to EC Corresponds to EC Diagrams 8 and 9 Diagram 7 H1.b H1.b 1 &H2 FEMA Form FF-206-FY-22-152(formerly 066-0-33)(10122) Page 16 of 19 BUILDING DIAGRAMS DIAGRAM 3: MAMMA All split-level buildings that are slab-on-grade,either All split-level buildings.(other than slab-on-grade),either detached or row type(e.g.,townhouses);with or without detached or row type(e.g.,townhouses);with or without attached garage. attached garage. Distinguishing Feature—The bottom floor(excluding garage) Distinguishing Feature—The bottom floor(basement or is at or above ground level(grade)on at least one side.' underground garage)is below ground level(grade)on all sides.* C2.a C2.b C2.a ' C2.b HIGHER ' HIGHER FLOORS FLOORS GRADE NEXT HIGHER NEXT HIGHER FLOOR BOTTOM FLOOR FLOOR GRADE BOTTOM BASEMENT LOOR :. .rK .y 'vC :Y•• �Jay } ay:;r �r eteiitt hid: . C2.f DIAGRAM 5: DIAGRAM 6: All buildings elevated on piers,posts,piles,columns,or All buildings elevated on piers,posts,piles,columns,or parallel-shear walls.No obstructions below the elevated parallel shear walls with full or partial enclosure below the floor. elevated floor. Distinguishing Feature—For all zones,the area below the Distinguishing Feature—For all zones,the area below the elevated floor is open,with no obstruction to flow of floodwaters elevated floor is enclosed,either partially or fully.In A Zones,the (open lattice work avid/or insect screening'is permissible). partially or fully enclosed area below the elevated floor is with or without openings'*present in the walls of the enclosure.Indicate information about enclosure size and openings in Section A - C2-b Property Information. NEXT HIGHER ' FLOOR ' NEXT HIGHER i FLOOR C2.a C2.b ELEVATED ELEVATED" FLOOR FLOOR 000000 GRADE AB.a—c GRADE EN OSURE (ermine ertdosure size& opetdngs,it any_ i�'Ai• 'aeT ne ( Y or V'iories`• I tieterroiritid`• _ ,YC2.f—h, eats rode ':' f ,?( .r C2.f—h .( by C2.0• IFor V tone's �9 9 ► C2.0 and other ezWing grade) and other regulated areas) regutatod areas) A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office,garage, workshop,etc. ••An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than one square Inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.Alternatively,an Individual Engineered.Flood Openings Certification or an Evaluation Report issued by the ICC ES must be submitted to document'that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening:openings may be installed In doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor Immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 18 of 19 DAVID TURNER ARCHITECT, P. C . 6-30-21 Amanda Nunemaker Ilan Examiner Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1235 Island View Lane Greenport (I{repp) Dear Ms. Nunemaker Please accept this letter as confirmation that the proposed construction of a second floor will not result in neither a "demolition" nor will the reconstruction of the structure exceed 50% of the market value of the existing structure before the start of removal. If you need additional information,please feel free to call me at (212) 594-0840. My cell is (917) 916-9451. Sin re , d Turner Q��'`�o HDTRRyi�F 16162 P . d 16162 450 SEVENTH AVENUE, SUITE 1907 • NEW YORK, N.Y. • 10123 ' PHONE: (212) 594-0840 • FAX: (212) 594-1530 E w v U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency OMB No. Date:Nob 9 y 9 9 cY Expiration Date:November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agenticompany,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. John A.Krepp&Margaret Kropp A2: Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1235 Island View Lane City State ZIP Code Greenport New York 11944 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) SCTM No.:1000-57-2-42.8 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Let N 41 dg 4'45" Long.W-72 dg 22'42" Horizontal Datum: ❑NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number 2A AS. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1048.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade.0 c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑Yes x❑ No A9.For a building with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 62.County Name 63. State Southold/360813 Suffolk New York B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevations) Number Date Effective/ Zone(s) (Zone AO,use Base food Depth) Revised Date 36103CO159 H 09-25-2009 09-25-2009 AE 6 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑FIS Profile ❑x FIRM ❑Community Determined ❑Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 � T ELEVATION CERTIFICATE OMB No. Date:-0 Expiration Date: 08 November 30,2022 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 1235 Island View Lane CfiY State ZIP Code Company NAIC Number Greenport New York 11944 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings• ❑Building Under Construction* ❑x Finished Construction i 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,AR/AE,AR/A1 A30,AR/AH,AR/AO. i Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:=GPS Vertical Datum:NAVD1988 Indicate elevation datum used for the elevations In Items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor) 3.2 ❑x feet ❑ meters b) Top of the next higher floor 10.7 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A x❑ feet ❑meters d) Attached garage(top of slab) N/A ® feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) 7.1 x❑ feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) SA x❑ feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support SA, ❑x feet ❑ meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes Z No ❑Check here if attachments. Certifiees Name License Number Howard W.Young 45893 OF �� Title - ��, . Land Surveyor AQ Q.9 W }- O•p Co. �G Company Name 0 •a �•. Young S Young z G) Address ` -`i' 400 Ostrander Avenue �0, j �O City State ZIP Code 45893 J� Riverhead New York 11901 s�O l q ND SJ� Signature Date Telephone Ext. 06-21-2021 (631)727-2303 Copy all pages of this Elevation Certifi nd all aft ments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) C2e. hot water heater FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 2 of 6 t , ELEVATION CERTIFICATE OMB No.1660-0008 Expiration Date:November 30,2022 ' IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE j Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 1235 Island View Lane City State ZIP Code Company NAIC Number Greenport New York 11944 SECTION-E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A,B,and C.For Items El-E4,use natural grade,if available. Check the measurement used.In Puerto Rico only, enter meters. ` E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. ' b) Top of bottom floor(including basement, crawispace,or enclosure)is El feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1 2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is , ❑feet ❑meters ❑above or E]below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? '❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone r Comments - - ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 r ' a i t ELEVATION CERTIFICATE OMB No. a e:No6 D Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE . Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 1235 Island View Lane City State ZIP Code Company NAIC Number Greenport New York 11944 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑fleet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e),if applicable) ❑ Check here K attachments. FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number. 1235 Island View Lane City State _ ZIP Code Company NAIC Number Greenport New York 11944 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. � �II e Photo one Photo One Caption Front Clear Photo One a a g k •i . W ti. w Photo Two -_--.__ Photo Two Caption Rear Clear Photo Two FEMA Form 086-0-33(12119) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number. 1235 Island View Lane City State ZIP Code Company NAIC Number Greenport New York 11944 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. ........... - r M +,Xr p �d N 7 " Photo Three Photo Three Caption Front right side Clear Photo Three ;+x4 ' 41 +[ 1 +Air .t'!♦tO ♦ e �Iiiiir c� , Photo Four Caption Rear right side Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 DAVID TURNER ARCHITECT, P. C . 11-17-22 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1235 Island View, Greenport, NY CERTIFICATION LETTER The Footing installation for the front extension is complete and complies with the approved& permitted plans & 2020 Residential Building Code. The Foundation Wall installation for the front extension is complete and complies with the approved & permitted plans & 2020 Residential Building Code. S' ce;wl I avid Turner RA 16162 ((a �EF►ED ARTip Ch 1 • i 1`61 I' I� 366 WEST 30TH STREET, FIRST FLOOR • NEW YORK, N.Y. • 10001 PHONE: (212) 594-0840 I, i' U DAVID TURNER ARCHITECT, P. C . - ' 3-10-23 Southold Department of Buildings Town Hall Annex BuildingY,� a 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1235 Island View, Greenport, NY CERTIFICATION LETTER The plumbing roughing is now completed and complies with the approved & permitted plans & 2020 Residential Building Code. Sin el Sin Turner RA 16162 i � - f I tTti r�V O. 16162 a F r 366 WEST 30TIl STREET, FIRST FLOOR • NEW YORK, N.Y. • 10001 PHONE: (212) 594-0840 i I, r DAVID TURNER ARCHITECT, P. C . 2-16-23 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1235 Island View, Greenport, NY CERTIFICATION LETTER The framing and strapping are now completed and complies with the approved & permitted plans & 2020 Residential Building Code. ce , avid Turner RA 16162 e?ED An H. rV QP r `PTgrF a 16162 r 3 i i+ p i f 366 WEST 30TH STREET, FIRST FLOOR • NEW YORK, N.Y. 10001 PHONE: (212) 594-0840 1 i' 1 1 1 • • COMMENTS FOUNDATION ROUGH------------- FOUNDATION (2ND) swim 1 eel PLUMBING INSULATION PER N.Y. STATE ENERGY • 1 MIMI HE- A IA WA ADDITIONAL COMMENTS r r � ` � 4 Ift ` f • ll!J'•• ri 11 III / 2 � , ' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY.11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 hqps://www.southoldtowm.go-v Date Received APPLICATION FORSUILDING PERMIT V For office Use Only MAR 2 2021 PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.:incomplete applications willnot be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 21 shall be completed. Date: OWNER(S)OF PROPERTY: Name:.John Krepp SCTM#1000-section-057; block 02; lot Project Address: 1235 Island View Lane Phone#: 7 �4 - Y 0 27 Email:kreppj@gmaii.com Mailing Address: 14 Wlt"Jb5OR Z.- A IV 'C- 15. /V6/Lr/)PC)tip" 1'1Y 11731 CONTACT OERSON:, Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:David Turner Architect PC Mailing Address:450 Seventh Avenue (suite 1907), New York, NY 10123 Phone#:917-916-9451 Email:davidturner@verizon.net CONTRACTOR INFORMATION: Name: Mailing Address:90 Bridle Court, Cutchogue, NY 11935 Phone#:347-258-8642 Email:sckaplan@hotmaii.com DESCRIPTION OF PROPOSED CONSTRUCTION EINewStructure MAddition WAIteration EIRepair ElDemolition Estimated Cost of Project: Elother $ Will the lot be re-graded? E]Yes &No Will excess fill be removed from premises? E]Yes RNo PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:single Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes WNo IF YES, PROVIDE A COPY. Check-Box' After Reading: The owner/contractor/design professional Is responsible for allArainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary in§pections.False statements made herein are punishable as a Class A misdemeanor pursuant:to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): []Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of .20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I John Krepp residing at z/ W1AJ &4 A)dAT1N Pt)e�T Ny /17 3 / do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. \\�x 44 &Id :F/-7—02-1 Owner's Signature Date ,TaW/,j M IK (Ze- rf Print Owner's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT C,O OGy�. w x Town Hall Annex 54375 Main'Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: A e 6' FIRM Panel: j 0 C SCTM#1000- Y7 Address: City: Zip: CONTACT PERSON`:, �Na : S�e � �A P Phone#: 3 1 , g( Mailing Address: (� i, b G,yq6 r IV r3�' PROJECT DESCRIPTION: P rIJA� ^ Off) ►o — �1—(1�U �, SECTION A:STRUCTURAL THAT APPLY) ,Type'of Structure 'Type of.Structural Activity . Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑Manufactured Home ❑ Other: ❑Located on individual lot ❑ Located in manufactured home park SECTION.B:"OTHERDEVELOPMENT(CHECK-ALLT 'AT APPLY) . ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing;below l agree to the terms and conditions of`this,permit antl"aertify to the.best of'rtiy knowledge the information contained,. in this.application"is true and accbrate:I understand that n'o wor`k'rnay start,until a permit is issued.The'perrhit maybe-revoked if any y false statements are made'herein.-I'f'revoked,iall.'work must cease until permit is:'re=issued,Developmentshall not be used,-or occupied, iantil-a.Cert.of Compliance is issued.The permit willexpire if'no:work is cominen"cad within one,year of issuance:"Otherpermits.may be 1 :� 5 • • 5 'require-d.to:fulfill,regulatory°requirements.'Applicant gives"consent to local.authority or representative-to,make reasonable fnspections to.vgrify;co m pl i'a n ce Application Submitted By(print nam ): S ,. N Signature of Applicant: [Date: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 27, 2021 TO: John Krepp 4 Windsor Lane East Northport,NY 11731 Please take notice that your application dated March 2,2021: For permit to: construct additions and alterations to a single-family dwelling and to legalize an accessory shed at: Location of property: 1235 Island View Lane, Greenport,NY County Tax Map No. 1000—Section 57 Block 2 Lot 42.8 Is returned herewith and disapproved on the following grounds: The proposed construction,on this nonconforming 23,337 sq.ft. lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states lots measuring 20 000-39 999 square feet in total size require a minimum side yard setback of 15 feet and a combined side yard setback of 35 feet. The construction will have a minimum side yard setback of 6.7 feet and a combined side yard setback of 24 feet. In addition,the existing 8.3x10.2 shed is not permitted pursuant to Article III, Section 280-15 which states accessory buildings and structures shall be located in the required rear yard or"in case of a waterfront parcel, accessory buildings and structures may be located in the front provided that such buildings and structures meet the front yard principal setback requirements." The accessory shed requires a side yard setback of 10 feet. The survey shows the shed located 2.3 feet from the side yard lot line. I Authorized 'gnature 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 Southold Town Hall Leslie Kanes Weisman,Chairperson �� SCUT 53095 Main Road•P.O.Box 1179 � yelp Patricia Acampora Southold,NY 11971-0959 � � . Eric Dantes Office Location: y Town Annex/First Floor, Robert Lehnert,Jr. y0 54375 Main Road(at Youngs Avenue) Nicholas Planamento l Southold,NY 11971 �ytou�m,��' http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS .�____ - :TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 �Sthold own CCerk FINDINGS,DELIBERATIONS AND'DETERMINATION 1VIEE'I'ING OF..I E.CEi $ 16A 21. .. :hTAIVIE�OF APPLICANT;. J'An..Krepp PItOPE1ZT '.I,QOATIpN 1235 Isiarrd ie�v Lane,. C•reenport,.NY .SCTM No.. -900-5.7----42 $ : SEORA DETERMINATION .The Zpping Board:of Appeals has visited the..property;;u Eder consideration applicajiorr.;end deterrntries:that.this.revisyy:fails u}�der•:'the Type.II category;of the$tate's Irfst of Actio}s, wfthaut.. frtttei steps under`SEP. I1tf1. SLl>~E.O:LT ..00UNTY•ADMINfSTRATNE. CODE: This ap :lication was.referred as.requ r`ed,under.the.$iiffolk _. Coitni}!.:Administrative:C.ocie, ect�ons:A.1:�}� .4.:to 23.; nd.the Sffolk Couxity Department.o€Plarinirig.issidd.:its:rgjly dated August:l3, 2021 stating th #Pit�orx is eorisidereci.a trxiatter:for.local determination:as there appeas;to. ' . be no:significarrt.counry=wide:or iriter?con?fiunity ii}tpact.' LWRR:DETERMINATI0_1 This application was referred for review under Chapter.'268, Waterfront C.onsisteney.. ..:.. ,.. review of tl}e Town of Southold Town.Cgde .and. the Local Waterfront: Revitalization Program.(1 W'10 I?oliey. Standairds. Tlie LWRF Cooiclinator issued a recommendation dated.Npvember 18; I.Based upon.the information provided on'filie LW R.Consistericy-As$essment Form submitted to this department;as well as the records available,. it is.tecommended that the:.groposed action fora second-floor extension is, 1 X T from Coastal:Consistency Review, .but that,the .."As Built" a�ccesspry.Shed is lI>IaCONSI1`ENT with-•LWRP policy standards,since rt.vVas . constructed without-the berieft.of Board Actionor review. By scheduling and-closing the public hearing,the Zoning Board of Appeals has'inspected the s bject:property and the as built shed and with.tl a ap royal of the rionconform ng locatioii'.herein;now deterriiie ahe prtsposed action as COi1iSISTENT with LWRP policy sfapdards. PROPERTY FACT8/DE-SCRIPTI0N..:The-subject prppgrty is.an irregularly shaped..lot consisting oftwo.previously.. . metged:parcels and locatecl.in.ari R-4Q Zoning District.. The certified surv16. ey, dated June.l`8, 2021, shows the prior lots entitled Pateel.:A.Bi Parcel.$;:anl indicates:that atotal upland;bu.ldable area.is 20;881 sq. ft. 'fhe:lot measures. . 100.0 feet along.the.northerly groperLy.line fronting a nght.';of way; measures 3.99�3.along the westerly side; measures 6458:i`eet fronting the C,ove.at Conkling Point along the southerly property line and measures 302.00 feet along the easterly property line The portion ofthe.parcel(Parcel )is improved with aone-story frame house with ..' an attached wood,deck and an-laccessory shed in.the front yard.as shown on survey prepared by I jqward W. Young, L.-S. last revised Juie•:1..8,2021. BASIS OP APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 2807 124; and the Building Inspector's July 27, 2021 Notice of Disapproval based on an application fora permit to Pager2,December 16,2021 #7565, Krepp SCTM No. 1000757-2-42.8 construct additions and alterations to a single family dwelling and to legalize-an accessory.shed;at 1),dwelling located less than.the.code required Minimum side yard setback of 15 feet;2). dwelling located less than the code required. minimum.combiiied'sid`e yard setback of 35 feet; 3) "as built" shed located less:than the:.codeil required minimum side yard.setback of I Q feet;located at:.1.235 Island View Lane,(Adj.to Shelter Island'Sound).Greeriport;NY.SCTM. No- 1000:-57�2-.42.8. REL-IE REOIJESTED=The-applicant--r-equests=variances.to-eonstruct-a-second-floor addition-to. -the:exist%ng=house and to legalize.and"maintain an.accessory wood shed with.the foilowing,noii-conforming setbacks;a 1. A side yard. setback of 6.7.feet for the proppsed:second-story addition from the southerly property line,where a�15=foot minimum setback is required; 2: A cote'b.ined side yard.setback of 24 feet; where 3:5:feet.is_the rrliri trium required,by.code;3:. Afi as-buiIt'accessory shed located in the front yard of a waterfront parcel at 5 2 feet from..Islan&V tewLane.where the code requires an-,accessory.shed in the.front-yard.of a;waterfront parcel to meet the'pring 1.'.l,fr' t yard setback. of 35 feet,and 4:.Tlie as.built.shed is=setback 2.3'feet from the 51, e:yard where -�10-foot mintmurri side,yard setback... is required by code:-. ADDITIONAL.INFORMATION:. As per testimony from.the property owner,.the proposed:adilitiorls.to the house. are:a second=flo'ar addition located above the' existing house. at more. than. tl e:frst=£loot• setbacks or Tess xtonepnforniing than what already exists. A.letter of support was.r- ceived.from a neighbor. 'FINDINGS OF FACT/REASONS FOR BOARD ACTION: T'he onirig..Board of Appeals f eld;a::public;hearing.on this..appliO,W-1 oti;1'ecember>2 2U22-J- -,which Time written. a d'aral, videitce:were:presented: Based upon.41ttestimony, dciGumentatlon,personal tnspeettdn pfthe property: _aitsurib i ei"Fi:>Zohoo :an .gtlaer'evid e;t .e Zoniri' rd_ .tri sa all `w gncl.itg:n. �l, d... etie. h go ..,.,.f, .¢<. .f o tri ..l' tc= trtle.aiici elevant;artdirxakes the::fa low din` ,m$ ..1::..Town Law.&267{.b(3)(b),.(j .Crrar}t:of;the;variances will not,produce an urtdeslrable,.cl ari :e ipalie character of the."et Iibor. od,or..:a,detriment.ta n: arli:' ro erties..:::The ro ose. cons ori:is: secoii:-flog, dit'on Bove... h4:_..... y:P.:,P .. .,.: ... P. ,.R:.. :d . ..:.. tctt $... .. .•..:d:,;..,...a . , .l.-..a ...,. . . an;e istirig resid'erice:where the proposed addition is.set:back a,greater.:distance than��thg-first;Moor footprii t.o tlie.. existing hot4se.-Th`d.htf ber::of,-bedrooms will not increase The:.dwellirig V. ill be:redesigried.to mave:two bedrooms tq the,second floor: 3-be Legalization of tb.9 eexisting stied is in�keepitig with:other sheds:-n the:teighbothopd waterfront parcels.alorig Island..Yigw Lane which typicallyare located close toalie side.property`lines aria close to 'road, as are the existing:sheds..on prgpe- ies.both to.the north and south of the.subject lot.:Additionally,.the propert on the,opposite of the road is undeveloped and the location of.4. 6 y ds.close.to:the road has no:adverse.visual impact: 2..TovtRn IJaw 26-7, (b)(2): The::benef t sou ht b the a lican for additions=arid;alterations-cannot-be.achie-ved. . b(3� - g. .. .Y . PP t by;sotne-inethod; feasible.fgr the applicant to pursue, other than area variances- Due.to the:sha.pe.ofthe pr.-Pperty;. and:the setbacks.:of the.existing:residence,.any additions to the;dwelling would segue variance relief: The benefit ne ,. sought by the applicant eaitnpt be.ach gyed by:some method,,.feasible:for the.appl**-''':to.pursue;,other:than::area variances for the as built'Aed,bpq.4 a.there is.insuffieient.room in liotttahe front.yatd aria:rear,yard for a stied to meet the code required front yard.or.rear yard setbacks and' ioving t he'.shed to a 10-foot side yard:setback would locate the shed in front of the house which is not practical or typical of the locations for shed$ in this neighborhood. 3. Town Law 4267-b(3)(b)(3): The variances granted herein are mathematically substantial as follows: a)the side yard setback for the additions to the dwelling represents a 55%p relief from the code. b)the combined side yard setback for the second story addition represents a 31.4%relief from the code: c)the as built shed side yard setback represents a 77%relief from the code. d).the as built shed front yard setback represents an 88% relief from the code Pager 3, December 16,2021 #7565,Krepp SCTM No. 1000-57-2-42.8 However, the existing first floor is currently setback ,? feet from.the,southerly side yard and the second-floor improvements,are proposed to be set back farther fhan the side yards.of the existing first floor of the dwelling... The existing first floor currently has a combined side yard setback of 16 feet which is less than what.is.proposed for.the.second=floor addition. Also, the s}ied located in the.front yard is setl gcic from a priyate.Right of:Way: cutting through the property and many of the nei__ghbo ing,waterfront.properties:have,accessory:.sheds.in front. yards with similarly non-conforming front and.side yard setbacks. 4. Town Law &267,bL3)(b)(& No evidence has been submitted to, suggest that a variance in:this residential' cammubityF will have an adverse impact.on the physieal.or epvironmgot,41 conditions in the neighborhood..The .applicant must comply yvith Chapter 236.of the Town's Storm Water.Management Code and the conditions pf this board. .5. Town Law 4267-b.(3T(b):(-5). The difficulty has been.self=created, The applicant purchas0 Ahe parpel.after..the.:- Ztin rig Code was in .effect and it_is,presumed that the::' pl}.cant�had actual or constructive knowledge:off limitations.orb;the ijse of the,pai 6e1 u?�der,,the Zoning.Code.iriff`ect prio,} to: at the tirrie,of.purcl}ase: 6:. Town Law 4267.-b.. Grant of the requested relief is the minimum action neeess._ and:;acle irate:to enable.the C applicant tp enjoy.the beneflt..of asecond-floor. addition Arid aeeesscjry! shed while p sejving and proteeting..the:. Cliarpcter.of'the.neighborhood and the health;s , ety:arid Welfgre of the community. RES,OLUT10 N OE.THE B0ARD:.14 considering:all:of the:above factors.aud applying the balaneirig test under Nev►� . York li own.Law.267=B;rnotiQnwas offered by lv[eniber.Lehnert, secoridei..li 1Vlernlier I�arftes,and siuly carned;.to... GRAT .the warianees::as a led`fox.and.sliQvs!n..on tli.Sit PI` .d d ul: , 6 20 1.an, A-1 :,.. .... . :. pp e e axe d-Arctiite Au ari�`($heets` .. _tftru:A�1:1.2 00: date Febrti 25 2 `1 V 11' r .. ... )..: ... ary ., ..02. - a...p..ePared:by Aavi'd Turner,IZ:A:.;: �S JECT.-TO;TIM FOLLO WIN G CONDITIONS- 1;: Prior.tq receiving a,building.peTinit,tlie.owner(sj..of the subject:-prope. cited lieretn.must-sign:a statement . acgnowledging:,' . . . a:,Tlufthe applant(s)have:read.thi :detertn:ination:and`..uriderstarid'the limits:9fthevariapce relief:granted:. herein; b: That the applicants)will:immediately contact the Building Department.if a demolition,as defined:by.: Section 280-4 of the Town Code, occurs during cor�structiori;:Or any construction undertaken iii any other.;: way exceeds the scope:o f th6 approyals granted:herem,or the issued building.permit; c;That the applicants.are:aware.that.the Zoning Board_ofAppeals retain&.jurisdiction'until.the issuance of the Certificate of Oecupaney and teas the,right,aver apublic-heafto to inoclify,suspend..or re�ralce.such approvals or any term or•cpndition(hereof or to impose.theregp one.;or more..new conditions,.:pursuant to. ..Article XXV; Section 28,0441,of the TownCode: .. This approval shall.not be deemed..effedtive.until the required conditions have been met; and failure fo comply, thereivtth will render*this appraval'null.and void 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. PageA, December 16,2021 #7565,Krepp SCTM No. 1000-57-2-42.8 Any deviation from-the variances) granted-herein as shown on the architectural drawings;site plan and/or survey. cited above, such as alterations, extensions, or demolition's,, are-not.authorized under'this application,when.involving nonconform lies under the zoning code. Yhis action does.not authorrze..or condone any current orfuture use,.setback or other feature of the subject.property that may yolizte the'Zoning Coa'e, other than such uses; setbacks and other features as are, expressly addressed in This action. In.the event that.this is an.approval subject to:conditions, the. approval.shall not.lie deeined.effective untit;such:tirite tl dt the foregoing,cona'itions are-meIt,:and failure to.correply.; - ill-re nder-tho�approva�n-u11=an:�void: The Board reserves the right:to substitute a similar design that is de minimis.in.nature an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 2$0.=146(B).of the C.Od.e of.the..ToWn:ofSouthold:any v'ariaI .nce.gra ted by the Board of Appoals shall b'oeQrue riuYl and vo}d W.he're Certifi ate.of.Qaeiipancy has not been- .. procut'ed,.arid/or a sutid'i i's. on map'has not bee0 filed vc Ith.th} SUT&M.:Co>�}nty Clerks withitl three (3)years from the 'ate.su,cli.vhriane'e ii s ranted The$card of.Alip�eals mad,:r pbn written request-prior to tlte:�l W of'e rp ratto:ti, gran, an eatterision not to:exceed three.(3) eonsecutlYe.okie:. (1)'year Perms: Yote'ofthe:Boat-& Ayes:Membgra-'VVei-sman,.(Cki irpersor) Dames;Acamp�ira; Planainento:artd i✓e.Y ert: This Itesoiutot .vi!as..dul.:.aciopte �S Q ; Shy. a rp : . e. Ians:Vlleismans:: isnr ---- etiv York State Department of Environmental Conservation 4 zcion 1 Headquarters - a . UNY, building 40 Stony Brook, NY 17794 DATE:v�� h/ /9'91 Re: �- 4112&Y'-.0 c1 pD6o/-o Thomas C. Joriing Qc., E2f j Al� �/S',�f' �/e�_�'•-•3_�� "_ - '- �.ssloner,_.._. . com I -evi_w has been made ct your ' � �t `" � �J S e/7-1Y:0 0 u- %emca u% L!/ C fdCi rM1<^�✓l-7 �i LAG'- / C�''~yC�� -r��-Lik/r�L`% GL �� r G Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that- the parcel T project is: ' I Greater than 300 ' from inventoried tidal wetlands. ill Landward of a substantial man-made structure & V ! -rf ,,--ter than 100 ' in length which was constructed Dr-Jor/co 9/20/77. + _ Landward of the 10 ' above mean sea level elevation ccntour on a cradual, natural slope, j Landward of the topographic crest of a bluff, cliff or dune Which is' I 1 creater than 10 ' in elevation above mean sea level. : ere=ore, no 0Er-Mit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law) . Please be advised, however, that rip construction, sedimentation or disturbance of any kind may take place seaward of the 10 ' contour or topographic crest without a permit. it is i :our responsibility to ensure that all necessary precautions are taken to i prevent any sadirner_taticn or other alteration or disturbance to. the { around surface or vegetation in this. area as a result of. your project. Sucla precautions may include -providing adequate .work area between the 10 ' contour or topographic crest and the project (i.e. a 15' to 20 ' w;.de construction area) or- erection of a temporary fence, barrier, or hay Dale berm. =1easE note that any additional work, or modification to the project as cescribed, may require authorization by this Department_ Please contact this office if such are contemplated. .- -- : - - __rase be further advised that this letter does not relieve you or the - responsibility of obt-aining any necessary permits or. approvals from other J'=ry t r u i y o'1r S, ,�I Deputy Regional zrmit Aaminist'ra,�or - -- _ BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10056 DATE: JANUARY 19,2022 ISSUED TO: JOHN & MARGARET KREPP PROPERTY ADDRESS: 1235 ISLAND VIEW LANE, GREENPORT 5 SCTM#: 1000-57-2-42.8 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 19, 2022, and in consideration of application fee in the sum of$250.00 paid by John & Margaret Krepp and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a new 28'x27.5' second-story over existing 38.4'x27.3' dwelling; for the existing 12.3'x19.9' deck attached to the seaward side of dwelling; install a drywell in front yard for roof runoff; and for the existing 8.3'x10.2' shed; and as depicted on the site plan prepared by David H.Turner,Architect, P.C., dated July 26,2021,and stamped approved on January 19,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of the 19th day of January,2022. %S%JF F01 /A r1/1 co C40 lv T TERMS AND CONDITIONS The Permittee John & Margaret Krep_p, residing at 1235 Island View Lane, Greenport, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 10. 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 rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. e i oo F sou 7. Town Hall Annex Glenn Goldsmith,President 69376 Route 26 w' A.Nricliolas Krupski,Vice President ti� !� P.O.Box 1179 Eric Sepenoski l [ T Southold,New York 11971 Liz Gillooly G Q Telephone(631)7664892 Elizabeth Peeples �� Fax(631)765-6641 OOUNTt,� ' BOARD OF TOWN TRRUSTEE5 __ _..:_ -. - I TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE , 2090C Date:October 10.2023 - i THIS CERTIFIES that the construction of anew 28'x27 5'second-story over existing 38.4'x27.3' dwelling-,for the existine 12 3'x19 9'deck attached to the seaward side of'dwelling•install'a.drywell in i front yard for roof runoff•and for the existing8.3'x10.2'shed; At 1235 Island View Lane,Greenpoit Suffolk County Tax,Map#1000-57-2-42-.8 Conforms to the application for a Trustees Permit heretofore filed in this ! i office Dated October 28,2621 pursuant to which Trustees Wetland Permit#10056 Dated January 19,2022 was issued and conforms to all the fequirements and conditions �}} of the applicable,provisions of law. I The project for which this,certificate is being issued is for construction of a new 28'x27.5'second- story" over existing 38.4'x27.3'dwelling:forthe existing 12.3'x19:9'deck attached to the seaward side of dwelling•install a drywell'in front vard for roof runoff:and for the existing 8.3'x10.2'shed. The certit'eeate is''issued to John&Iylargarct Kreppowaer.af the a:oresaid property. 'Avl - ut o ' igna e iA I I q' c •?,,••YCy'€k 4 � wti ,. � BUILDING DEPARTMENT- EilectricalInspector ✓. TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 „ Teiephone (631) 765-1802 - FAX (631) 765-9502 rogerr(�southoldtownny.gov - sea nd(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/10/2022 Company Name: REP Electric LL.0 Electrician's Name: Robert E Paladino P License-No.: 46288-ME Elec. email:REPelectnc1 @gmail.com Elec. Phone No: 631-767-6034 CI I request an email copy of Certificate of Compliance Elec. Address.: PO Box-635 Mattituck, Ny.11952 JOB SITE INFORMATION (All Information Required) Name: Krepp Address: 1235 Island View Ln Cross Street: Conklin Rd Phone No.: Bldg.Permit#: 47652 email: Tax Map District: 1000 Section: S Block: 2 Lot: 14 Z..$ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Seoond floor Renovation Square Footage: Circle All .Tihat Apply: Is job ready for inspection%: 0 YES ® NO []Rough In �j Final Do you need a Temp Certificate?: C] YES FV—] NO Issued On Temp Information: (All information required) Service Size]1 Ph]3 Ph Size: _A # Meters Old Meter# ❑New Service[]Fire Reconnect[—]Flood Reconnect-]Service Reconnect❑Underground Doverhead' .# Underground Laterals Ell 2 H Frame M Pole Work done on Service? Y N FQ D LI 9—e—ck— PAYMENT DUE WITH APPLICATION BUILDING DEFT. TOWN OF SOUTHOLD . . c. c �SU� pc�t' BUILDI G'DEPARTMENT- Electrical Inspector ' � TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Teiephone (631) 765-1802 - FAX (631) 765-9502 roger-( southoldtownny.gov seand(c�southoldtownny.gov APPLICAtION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/10/2022 Company Name: REP Electric,LLC Electrician's Name: Robert E Paladino License No.: 46288-ME j Elec. email:REPelectric1 @gmail.com Elec. Phone No: 631-767-6034 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box,635 Mattituck, Ny.11952 i JOB SITE INFORMATION !(All Information Required) Name: Krepp Address: 1235 Island View Ln Cross Street: Conklin Rd Phone No.: BIdg.Permit#: 47652 email: Tax Map District: 1000 ! Section: S-7 Block: I- Lot: �. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Seoond floor Renovation i Square Footage: Circle Ali That Apply: Is job ready for inspection?: 1 YES ® NO ❑Rough In ❑ Final I_ Do you,need a Temp Certificate?: ❑ YES � NO Issued On _ Temp Information: (All information required) Service Size❑1 Ph❑3Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 11 Y EJN Mit O-CT 77 PAYMENT DUE WITH APPLICATION BUILDING DFo TOWN OF SOUTI-TOLD i PERMIT tl Address Switches 0Ut1ets -HA+-q,, GFI's Surface Sconces / H H's 144�tt�. UC Lts Fans l I I Fridge HW Exhaust Oven WAD smokes DW Mini arbon Micro Generator ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal :omments _t. Loo IV -r (5FI ArLI C' �r MAILING ADDRESS: PLANNING BOARD MEMBERS Box 1179 JERILYN B OODHOUSE �o�SQUjyO� P.O.Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D.SOLOMON �p (cor.Main Rd.&Youngs Ave.) COU JOSEPH L.TOWNSEND �� Southold,NY Telephone:631 765.1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 11, 2006 Edwin M. Latson 1496 Island View Lane Greenport, NY 11944 Re: Latson/Krepp Lot Line Modification The parcel is located on the s/s/o a private right-of-way off of Island View Lane in Greenport. SCTM#1000-57-2-18 & 42.1 Zoning Districts: R-40 Dear Mr. Latson: The Southold Town Planning Board, at a meeting held on Monday July 10, 2006, adopted the following resolutions: WHEREAS, this proposal is for a lot line change that will transfer 13,433 square feet from Parcel 1 (1000-57-2-42.1)to Parcel 2 (1000-57-2-18)where, following the transfer, Parcel 1 equals 132,275 square feet and Parcel 2 equals 23,333 in the R-40 Zoning District I; and WHEREAS, an application for a lot line change was submitted on June 19, 2006; and WHEREAS, the proposed lot line change will not result in an increase in density and will make a pre-existing, non-conforming lot more conforming with respect to lot area; be it therefore RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, do an uncoordinated review of this Unlisted Action. The Planning Board establishes itself as lead agency and, as lead agency, makes a determination of non-significance and grants a Negative Declaration; and be it further RESOLVED, that because there is no increase in density and the proposed land transfer will increase the conformity of a non-conforming lot, the Southold Town Planning Board hereby waives the public hearing for this project; and be it further Latson/Krepp Lot Line Mod Page Two July 11, 2006 RESOLVED, that the Southold Town Planning Board grant Final Approval on the survey prepared by Stanley J. Isaksen Jr., L.S. dated June 23, 2004 and authorize the Chairperson to endorse the maps. Property deeds that reflect the new lot configurations must be recorded with the Office of the County Clerk and copies of same to be submitted to this office. A copy of the Negative Declaration and the signed maps are enclosed for your records. If you have any questions regarding the above, please feel free to contact the Planning Board office. Very truly yours, Jerilyn B. Woodhouse Chairperson enc. Nunemaker, Amanda From: Lanza, Heather Sent: Wednesday,June 9, 2021 10:04 AM To: Nunemaker,Amanda Subject: RE: 57.-2-42.8 Attachments: 20067ax Map.JPG Follow Up Flag: Follow up Flag Status: Flagged In case I left it out, original tax lot 18 was 9,697 sq.ft.. And here is 2006 tax map which is just before the PB approval. From: Lanza, Heather Sent:Wednesday,June 09,20219:45 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: RE: 57.-2-42.8 I found out what I think proves that the current lot is a Recognized Lot by Town Code. See attached. What do you think? I haven't sent this to Pat Moore yet because I wanted to see what you thought first. From: Lanza, Heather Sent:Tuesday,June 08,20213:08 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: RE: 57.-2-42.8 Thanks Amanda. I think also they can't just revert because that portion that is north of the right of way does not appear to have been a lot on its own. I haven't done the research yet to see how that area became separated from the larger lot which is currently 57.-2-42.6 From: Nunemaker,Amanda Sent: Monday,June 07, 20213:19 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: RE: 57.-2-42.8 Yes,this lot was not merged via the merger law as the adjacent lot line is less than 50 feet in length,therefore they either have to legalize this lot as it is through ZBA and Planning or split them again. They have to go to the County to get new tax map numbers and revert the lots back to single lots. From: Lanza, Heather<heather.lanza@town.southold.nv.us> Sent: Monday,June 7,20212:26 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Subject: FW:57.-2-42.8 1 . . 5T.-2 3g_q. - 57.-2 22 :. 57.-2=42.4 '57:2-2D 57.72-42.1 57,24i' ' W.:2-17 57.-2-18 . 14.E , 57.-2-12 Hi Amanda, Just wondering what your take on this is so when Pat M calls me,we are on the same page. See Claire Glew's email below. Thanks Heather r r . y i ` 1� AW From: Glew, Claire Sent: Monday, June 07, 20212:17 PM To: Lanza, Heather<heather.lanza@town.southold.nv.us> Subject: 57.-2-42.8 Hi Heather, 2 53:6-0.8 vr:iv 57:2-9 57-2-38 57:2-3 57-2-38.1r- 57.-2-39.1 57.-2-42.4 57:2 22 57:2-23 57:2 24 57:2-21 57:2-25 57.-2-20 57.-2-19 57.-2-18 57.-2-17 57:2-18 `a 57.-2-15 57:2-13 57 2-14 57.-2-12 57:2-42.5 f4 w ti a + x •Y ?^� err► � 4 'r��(�` 'vG t i • ,� `gym - IT IK .a From: Glew, Claire Sent: Monday,June 07, 2021 2:17 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: 57.-2-42.8 Hi Heather, Pat Moore called me about the above parcel. This was merged by owners request in 2007. Pat said that as per Amanda it couldn't legally be merged. So now Pat wants me to split it back to what it was but I told her the Assessors Office has no authority to do that and I suggested she call you. Q Call me if you want to talk about it. 2 CICWirei Clew Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 Phone (631)765-1356 Fax www.southoldtownny.gov claireg@southoldtownny.gov 3 57:-2�' 53 8-98.8 57:2�, 57:2,3f 57:2-M.1 57: 57.222 -2112:4 57.=2 23' 57.-2 24 57:2-21 57:-2 25 - 57::2-42.8:' 5d.-2=17 � . 571 2-15 57.-214 57:2-12 57.-2-42.5 ' Southold Town Planning Department Review for SCTM: 57.-2-42.8 June 9,2021 This parcel was created by Planning Board approval resolution of a lot line modification on July 11, 2006. See attached. The file does not include the typical map the Planning Board requires today, and so could be misleading if the full text of the resolution is not read and prior tax maps consulted. The original parcels involved were 1000-57-2-18, and 1000-57-2-42.L A portion of Lot 42.1 was transferred to Lot 18, creating Lot 42.8. See attached tax maps showing the tax map of 2000 and the tax map of 2007 for reference. Lot 42.1 became Lot 42.6 Parcel 1 (Lot 42.1)transferred 13,433 sq. ft. to Parcel 2 (Lot 18). Parcel 1, which became Lot 57- 2-42.6, is now 132,275 (GIS shows 131,566, which is close enough given GIS/tax map margins of error). Parcel 2 (Lot 42.1), received 13,433 sq. ft. and is now 23,333 sq. ft. according the to PB resolution, and shows on GIS and current tax map as 23,290 sq. ft(again, close enough given the margin of error in tax map areas). In conclusion, SCTM: 57.-2-42.8 appears to have been approved by the Planning Board and seems to meet Lot Recognition. Attachments: • Planning Board Approval Resolution • 2000 Tax Map • 2007 Tax Map Nunemaker, Amanda From: Lanza, Heather Sent: Wednesday,June 9, 2021 9:45 AM To: Nunemaker,Amanda Subject: RE: 57:-2-42.8 Attachments: 2000 Tax Map.JPG; 2007 Tax Map.JPG;Approval Planning Bd for 1000-57.-2-42.8.pdf, Southold Town Planning Department Review 57-2-42.8.docx Follow Up Flag: Follow,up Flag Status: Flagged I found out what I think proves that the current lot is a Recognized Lot by Town Code. See attached.What do you think? I haven't sent this to Pat Moore yet because I wanted to see what you thought first. From: Lanza, Heather Sent:Tuesday,June 08, 20213:08 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Subject: RE: 57.-2-42.8 Thanks Amanda. I think also they can't just revert because that portion that is north of the right of way does not appear to have been a lot on its own. I haven't done the research yet to see how that area became separated from the larger lot which is currently 57.-2-42.6 From: Nunemaker,Amanda Sent: Monday,June 07, 20213:19 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Subject: RE:57.-2-42.8 Yes,this lot was not merged via the merger law as the adjacent lot line is less than 50 feet in length,therefore they either have to legalize this lot as it is through ZBA and Planning or split them again. They have to go to the County to get new tax map numbers and revert the lots back to single lots. From: Lanza, Heather<heather.lanza@town.southold.nv.us> Sent: Monday,June 7,20212:26 PM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Subject: FW: 57.-2-42.8 Hi Amanda, Just wondering what your take on this is so when Pat M calls me,we are on the same page. See Claire Glew's email below. Thanks Heather 1 .4 ' NY t17a•Rwgdb nod Sob Dud*!*Coveeretapbo GnaWs Acu taavidotl orCMmmloo Mo&M mrr hNYBTU toter COI MT VGLM LAwVFA UMUSl OiG TMM INMUAIENr-T 9 n4Ta=W SHOULD BE USM by IwWYeaS ONLY THIS INDENTURE,mode the day of August .in the year 2006 BI:IWERN EDWIN M.LATSON,residing at 1425 Island View Lone,Greenporl,New York 11944 party of the first part.and r JOHN KREPP AND MARGARET KREPP,as Husband and Wife,residing at 4 Windsor Lone,East Northport,New York 11731,as to a 509A interest and DOROTHY ROM AND RICHARD ROM,as Husband and Wife,residing at,3 Cottage Plac, ' �tiar J®etf ti1r;26 as m a Sev/.interest. I party of the second pan. WITNEWETH,that the parry of do frost port in consideration ofTen Dollars and ether valusbla conddetadoo paid by the party orthe second port.does hcrelW&wd and release wuo the parry of d asecond pan.the helm orsuccewrs and assigns of the parry of the second Pon fbmver. ALL dmtartain plK Omar patalof Lard,with the btdbry nod imptovernow thereon erected,situate,lying and being in the SEE SCHEDULE"All ANNEXED HERETO AND MADE A PART HEREOF AND ATTACHEDSURVBY TOGETHER WITH AND SUBJECT TO a 34 foot right of way along the most southerly line and a portion of the easterly Mae of said premises beret"conveyed as reflected In deed recorded In Reel 11012,pago'179. SUJECT to a water easement over the southerly portion of the premises. SUBJECT also to the declaration of Covenants and Restrictions flied on September 11,1989 In Reel 10922,page 320. The grantor herein being the same person as the named grantee to a certain deed dated January 18,1990,and recorded on February 2C 1"0 In Red 11012,page 179. The premises being conveyed Is a portion of lot 42.1 and consists 0.308 Acres and has been approved by the Southold Planning Board on July 11,2006 in accordance with attached survey_ TOGETHER with all right,titlemd interest.irony.ofdz panyofthnfrrnpart of.ittond to onystreetsmdroads obuttingthe above-daaibedpremtses to tbecenter Iinesthmeotc TOGETHERwnthaw appurtenances and an theesmte anddom ofthe panyof the rust pan in and to said pvadsmTO HAVE AND TO HOLD the premises herein granted into the pony of the second part der heirs or successors and assigns of the party or the second pan forever-. AND the party of the first tract eowounts that the parry of the first part has not done or suffered anything wheraby the said ptemises have them iacumbered in any way whotevrr.except as aforesaid. AND the party of the first part in c n4glamee with Section 13 of the Lien Law.mveiunts that the parry of the tint pan will receive doconsidersdon fort iscon eyamxand will bold die right totoacivemncconsideration as attest fund to be applied first for the purpose oP paying the can of the improvement and will apply the sane fhn to the payment of the cost of the improvement before wing any part of me told othee some for my other purpose. no word"finny"shall be canopied as if it read'panda"wlhcraw the sense of this indenntre so requires. IN WiTNFM%VKMPF.the pony of the first pat has duly executed this dad the day and year first above mitten. INPREMCEorr tfl.�e:aill. '. Edwin M.Latson SCHEDULE°A"DESCRIPTION ALL that certain plot,place or parcel of land,situate,lying and being at Arehamomaque,In the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the southerly line of land formerly of Holder at the i northwesterly comer of land of Bonderchuk and the northeasterly comer of land now also of Bonderchuk;' RUNNING THENCE along said land of Bonderchuk and partly along a private road known as Island View Lane South 26 degrees 53 minutes 50 seconds East,i T5.0 feet to a point,said point being the place of BEGINNING; THENCE from said place of beginning through sold land of the party of the first part,South 26 degrees 53 minutes 50 seconds East 125 Net to the northerly oldie of land now of the party of the second part; THENCE on a straight line along land of Kropp,Carlucci and Mangus B Meyer, South 52 degrees 20 minutes 00 seconds West a distance of 101.79 feet; THENCE Nortr26 degrees 53 minutes 50 seconds West a distance of 144.02 feet to land of Bonderchuk;and THENCE North 63 dogmas 06 minutes 10 seconds East a distance of 100 feet to the point or place of BEGINNING. TOGETHER WITH AND SUBJECT TO a 34 foot Right of Way along the most southerly line hind a portion of the easterly line of said premises herein conveyed as reflected in Deed recorded in Real 11012 page 179. SUBJECT to a Water Essipment over the southerly portion of this premises. SUBJECT also to the Declaration of Covenants and Restrictions filed on September 11,,1989 In Reel 10i22 page 320. The Grantor herein being the same person as the named Grantee in a certain Deed dated January 18,19110 and recorded on February 28,1990 In Reel 11012 page 179.The premises being conveyed Is a portion of Lot 42.1 and consists i 0.308 Acres and has been approved by the Southold Planning Board on July 11,2006 In accordance with attached survey. I i I I I FKA-a2_2006 14:16 mom: 70:3699820 P.0B1o8w rMCAPO k ib VACANT LAND now CW L VW �''� �-� .• • . . :_ r rum .5w.a APPROVED BY �AOJ�'„' PLANNING BOARD TOWN OF SOUTHOLD a.�.: DA75 ��yp.Q�Y/gyA�r��11AIOY p CAW" v/wa 23 JrUMC 2004 A �lam SGI E 7•.. 37• ARCH i3,432.52 B.R. on DESCRAD PROPERTY 0-3M ACM3 ARSHe MOMAQUE, TOWN' OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR JOHN M. KREPP SURVEYED BY STANLEY J.. ISAMSEN. JR. p.0. Box 294 NEW SUFFOLK.•N.Y. T 7 855 my f 000—m3-oe-P/o Lor Ae.., 03 f-734-se3S ''O"Mk xis' J�CMEd tAnIO SURVEYOR NYS Ua. No. 40273 • 04pf.R�l7 - • ' IIW.OF PMPE h 3 sUQv�MQ ` cb-F EDWIN M. LATSON o;aG m BY MSHi+Ml ?,1E c Fri —} •�o;�{ PI�t�G1�BOAItO. TJ+�M 00�, '��:3�.�•��_• �. ■ i+ e 3J45 A[QRi OF I IF;' sob rigfill , � . � s •. g t73' ° SrJ�LE•�3•sx7c " • nrr -aEcs.rga$�anre.e.fy9a � .; •.t+�.,rnr fT�Al�Ea'lfJ1At717�rE .•am�rr.ew�: AS�� sr;lFf.�.0 711L'W DAM,� -ems ■a:,r,.ws, - WN 4w.vqLM • w . u_�UYrDe.�VEYGQ3 - armewpoeT.b1R • i 113E��fYJRllWZ0WNRlfAlN8WV0IcSYA7Y0%7J' UNAGO►VWKEDWL%7A011ltREW1PWMIWNeWYORttSTA7NOVI.Y. 1 SttdeafNewV rk.Cono(yar Suffolk 1AL, StmeorNewyack.Cuunlyat )zata On t O O'`dri of August In the year 2006 On the drj of in the year te bera me.dm uedetigoat pmraUyy appwxd berate me.the mnlaMpK a�Lv aPP� patnttasllY Imam a me or rb me m i su orsaddulory pmm�Ay be"m ma a to me as da bruit of snbrwM pov�ed ptovod evldanoetobathsiod{vidaai(s)wlasemmc(s)is(am)salrndbedods eridaecwbodmidiNduol(s)wbmmmnois(mOsu rJibedtodo MOB tttmmes at and aclaowW4cd,to ns a a,matted whhii Iasuumem and ndmow d4Rd to me that a gmad the same inWsRa air eaporay(iab oed dmc�trnAheb the ame is hisArct tir eepoenY(fes), mtd do by d&-Mcir to )on die iotMt- L the petsoi ittdlvldttsI(s).or the upon dg mmv(s)on do hdbumant.the iadivkbta A or dw pmson upon 6e Wof wWh the MvidnKs)aeud,etuetrood the inwwnern bdWf of which the indivWWI(s)wind.execs, the Immumen'. piFiM41001110LU LGIC N*lyN tt•aft d NBWYG* OttsElbd hi f)tiroftCottfdy Aawn fiYYOt SfAr8OA7.Yr ACO917MfiMUTFIDAW FORUSRoDImwftNYojwSrA7E0,%Ln fAMwttplSresn�evW�raA e�wrNCuryRm�y /Ow�Se�emra�Ge�r�dAelanrL�e+CenEpcwf St ate of New Ymb.Caunvar Iss: In. (CAwp4MView%its Soo.CaWPAPnWwrorAfiwkN iV) In do year b�efo n roe.�u�odmsignod.p omm0y mppemed On de before mc.date tutdasipaai.peteatallY appwrcd or in die yew the subredbiog weoess to the far�amg iosntmtettt,with afiom I am ptaiially sgodmA who,bebtg by me duly swan,&d depew and PAY)am to me at proved to me on the bass of sae ou"y nY that hehltddtey teside(s)In evidmtce m be dmindividtml )whose munc(db u0subsvibed to the wldda blaumma ad m:Yaowk*W to me dttu eaeeu rd f dtepJavq(ndabnerltLtadq:GxJude)heunetandatnaniaaGrr, the0MInhkfiWhb* u XdwbyhbAtedOck s) auk dierc*thu kWthhey Imow(s) 00&AhMMUn®m.the hdivld sb a the petsmt upon bciw of whirb the la�vidtml(s)aceed.eaewad thaunsrtuemu.anddtrttateithdividual to be the hdividuol demn'bed in and who etteaned the fotcpMS made amh ttpptnttatee berae the uedadgned in the huuttmtrtt;dtmt said tatbsWWng widen was ptauit aid saw said em'Lvte the nme:sod dtu sdd Mum u dtt:scone time z6smAcd fhmwdwdtyoroftrnaudfwfmMWsimandthemearcmwr.yor IrisAtethlttir tusnds)as a witness ihtseta otherplaw on teat wkenj BARGMX&SMED® aRtx esve�,um aa�oaru.aoes ens TMEND Dis7Ricr 1000 S>:CMX OS7.00 LATSON Bt= 02.00 LW Port of 042.001 COLWYORTowN SUFFOLK 70 KREPP&ROM REOORDFDArREOUMFOF FWWV NtttioW Mile rmur mee CompaDy or New vast RFY MerMAfLM FIDiEuTY NA770NALTnLE ImURANCE Paul A.Caminid,Esq. CompAhy op New YORK 5"45 Main Road(Feather Hill) P.O.Bo:846 r �F7tdelfry.? R Southold,New York 11971 w.w.ui.eaanre.rraa.c� ' 1 2 Number of 1 !� 2006 Aup 24 10sS3s22 ilH TORRENS Judith R. Percale t2.W OF Scrial# 9ff=couffiV L DOW12466 CcNficate M P 023 DTI 06-02996 Prise Ct!# Deed/Mortgage Inarvmem Deed I Mortgage Tax Stamp Recording/Fdiag Stamps 31 FM Page/Filing In _ __21_QQ--'rnjs document will W Pub"" Mmtgogo Amt. Handling 5••ob, rod.Pease remo ,,lveaj! 1. Basic Tax z Additional Tax TP 584 ^� --'Socha.SOCA Numbers Sub'Ibud Notation _ Q(jor to rawdinq• ' SpecJAssit. or EA-5217(County) %Sub Total _ Spec./Add. EA-5217(Sate) 'TOT.MTG.TAX �d Dun]Town Dual County — R.P.TS.A. Held for AppointmenE Comm.of Ed. S. 00 Transfer Tax Affidavit • Mansion Tax The property covered by this mortgage it; CestiGod Copy — or will he improved by a ate or two NYS Surcharge 15. 00 family dwelling only. Sub 7btal YES or NO Other i Graad Tbtal If NO,we appmpr]ote fox clause on • page# i 4 Dist. I Section Block Lot S Commtiaity a Faced tj Real Pnape/ sty 0602M7 loot 05700 0200 o4z0-07' °/ Considemtion Arnount$ IVA Tax Service ?T S CPF Tax Due S Agency RLPA A Verification Improved • Vacant Land 6SatisfactionsrlDischops/Releasoes List Property Ownets Mailing Addrm RECORD&RETURN TO: TD —�•L— 46-3 4, TD ,%A411W i✓)l //97 7 Tide Company Information Co.Name Title# Suffolk Count Recordin & Endorseme t Pa e Tws page forms part or dw attached made by: (SPECIFY TYPE OF INSTRUMENT) -R'TSe� MW premises he tdn is situated in SUFAOL.K COUNTY.NEW YORK. 1 TO laths:Township of—i%� In due VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) i I II Ilhl Ela�U��11�N!��I�fll II ICI nll MEN EEI��I��IIII�EUII SIIFFOIX Comm CLERK RECORDS OFFICE RBCORDIIm PAGE Typo of Inetrummt: DEEDS/DDD Recorded: 08/24/2006 Number of Pages e 7 At: MOM AK Receipt Humber : 06-0082962 TRANSFER TAX 1MER: 06-02996 LIBER: D00012466 PAGE: 023 District: section: Block: Lot: 1000 057.00 02.00 042.007 ZRA10213D AHD CHAR® AS FOLLOWS Dead Amount: $2,000.00 Received the Following gees For Above Instrument Exempt Exempt page/Filing $21.00 NO Handling $5.00 NO CDR $5.00 NO Nr8 SRCHO $13.00 NO EA-CTr $5.00 NO EA-STATE $165.00 NO TP-584 $3.00 NO Cert.Copies $0.00 NO RPT $30.00 NO SCTK $0.00 NO Transfer tax $8.00 NO Comm.Pras $0.00 NO Fees Paid $259.00 TRANSFER TAX NMM=t 06-02996 ' THIS PAGE IS A PART OF THE INSTRDKENT THIS Is NOT A BILL. Judith A. Pascale County Clark, Suffolk County PLEASE TYPE OR PRESS FIRMLY WHEN WHITING ON FORM • '• INSTRUCTIONS:http://m".orps sta'I's:ny'.uli or PHONE 1618)473-7222 FOR COUNTY USE ONLY Cl.am cub 7 3 g 8 REAL PROPERTY TRANSFER REPORT a7ATE OF MW VOW CL OM Dmd Rnorded ��r �} UAW MOM OF WAL FRt PEW i91YCEf CL Btteb l Y.G (a OL rm.1 0,�,3, , I , RP - 5217 PROPERTY WFORMAMON 1•ftopom I Ido I T�latd view I�ttP_ I .�..� . I (;�eeslnort I Itt9aa I oa L BMW I Is X=C=REM I I Naar �Aj few MOO I 1 I LTm hdmmwbreftnTuRib aboard I I � YadtrdtrtbttfwiddwWLsBamdbmdL. "Olr Adkm I I I . I I rwamuotmet tmrr w a►ttmr L baseam the number of Aa ummod � Q*B Pot d a Ps"CbuA as tbq appgr PA pw=b raatlwrad m do id I I a d pocift OR Fart d a Fnal a Plr Am sera w a&6*Adw Ado*we ❑-t L BadY.8&h*Admi Appal wm Pjwx@d fw Tmwmfw W Frmpwtlr � u X�n OR I I aG htod kP�1or SWiddrlro welt Wp Phrridad sMa R am. I I,atsm I Flaldf]M1 M. 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J ,i PLEAS ' --- - _ �_ _ .e. .. .7y�t r•� K� -' r � ..,��•. - ;::: �,•- - t,� ,"� .._.-- n „�=:",k"-`-' .ate L --PLASE•fyOTE. ,nitary systerrm Ps-not,to.be 'K� . , z It is ttie a-opricant's ty to aced under driveway area. - �; maintain adequate sa istance a 'between all water supply and sewage disposal facilities. Nunemaker, Amanda From: Nunemaker,Amanda Sent: Tuesday,June 15, 2021 11:11 AM To: pcmoore@mooreattys.com'; margaret krepp;julia@mooreattys.com; Betsy Perkins;Julia Spanburgh Cc: davidturner@verizon.net Subject: RE: 1235 Island View Lane, Greenport (Krepp) See my latest comments highlighted in red. Amanda From: pcmoore@mooreattys.com<pcmoore@mooreattys.com> Sent:Tuesday,June 15, 2021 10:39 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us>; margaret krepp<mkreppl@gmail.com>; julia@mooreattys.com; Betsy Perkins<betsy@mooreattys.com>;Julia Spanburgh<juliaspan@mooreattys.com> Cc:davidturner@verizon.net Subject: RE: 1235 Island View Lane, Greenport(Krepp) Hi Amanda: I do have an update on this matter. (yes- I gave them the info!) Excellent! Planning researched this lot in its current state and did in fact find an approval for a lot line modification back in 2006, therefore the lot as it is today is legal (23,337 sq. ft. in size). The setbacks for the this lot is 40'for the front yard, 15' on the minimum side with combined sides of 35' and the rear yard is setback of 50'. Variances from the Zoning Board of Appeals will be required for the proposed project. I need the architect to provide me with a revised site plan using the latest,survey information and setbacks provided. Zam going to have the title company check the right of ways. The 34'right of way is 50'from the house and the 16' right of way was given to Village of Greenport water department (utility easement) is 34'from the house . (My client believes that 16'right of way is only for the utilities not the access). Z will confirm this. Ok As a reminder of the first email sent out, DEC and Trustees permits will also be required. DEC letter of no jurisdiction is in the 1990 building department file when the house was constructed. The DEC only issues one letter of no jurisdiction and it is still in effect. Found it and printed it out to put in latest file. Z advised the client that we get a Trustees permit now for the existing structures. Once we have a trustees wetland permit then a second floor on a "permitted" structure is exempt (per wetland code). There is also a small bump out proposed on first floor which require their approval. The first floor was built in 1990- exterior walls are 2'x 6' construction in 1990. The second floor is within the building envelope of the first floor. My client does not intend to "demolish" the first floor. Only the interior partitions may be changed but the expectation is structural components are staying and structurally sound& able to add a second floor. Do you need a letter from the architect stating this?As long as the first floor and all walls will remain this will not be a demolition, if this project goes beyond what the plans will indicate then it could possibly be a demo resulting in additional approvals. This needs to be clearly indicated on the revised architectural drawings. Next, since there is a second story addition being proposed, there is a very good chance this project will be deemed a demolition as per Town Code definition (Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal). The design professional will have to indicate this. If this is the case, variances will still,be required for setback issues/possible lot coverage issues and the 1 T c house will have to be FEMA compliant since it is in a flood zone. Suffolk County Health Dept. may also be required if this is also deemed a demolition, if not a sanitary certification at the very least. adding the second floor will remove the existing roof. The only area to be touched on the first floor (2 studs) are for the purposes of adding a staircase to the new second floor...my understanding of the 50% would be the removal of a greater portion of the first floor. Z will discuss with the architect. the house was constructed conforming to FEMA in 1990. We will check with the surveyor& ask flood elevation certificate (just to be sure). Ok the sanitary was installed in 1990 with HD approval. the house is a 2 bedroom now and a 3rd bedroom (1 bedroom) to be added. Zn 1990 the sanitary design for a 2 & 3 bedroom house was the same. (what do you need for the sanitary?) Nothing as-long as this will not become a demo. They are permitted to have up to 4 bedrooms since house was built in 1990. Lastly, there ' an existing shed in the front yard that will need approvals from Trustees an oning Board of Appeal variances) if the owners want to keep it there. Yes- owner wants to keep the he (same 8' x 10' hed from 1990 survey) He never replaced it. Ok will include it in Trustee's' ermit applicati n &will get the variance (please include it in notice of disapproval) Ok Once I get a revis the exitin shed is emain and as to whether this project will be considered a demolition per Town Code definition, I can go ahead and write a Notice of Disapproval for you to go.to the Zoning Board. PATRICIA C. MOORE physical & mailing address 51020 Main Road Southold NY 11971 tel # 631.765.4330 fax # 631.765.4643 www.mooreattys.com -------- Original Message -------- Subject: RE: 1235 Island View Lane, Greenport (Krepp) From: "Nunemaker, Amanda" <Amanda.Nunemaker(.atown.southold.ny.us> Date: Tue, June 15, 2021 8:52 am To: margaret krepp <mkrep121ngmai1.com>, "Julia Schade (julia0mooreattys.com)" <iulia(@mooreattys.com>, "pcmoore0mooreattys.com" <pcmoore(&mooreattys.com> Cc: "davidturner@verizon.net" <davidturner(averizon.net> Good morning, I do have an update on this matter. Planning researched this lot in its current state and did in fact find an approval for a lot line modification back in 2006, therefore the lot as it is today is legal (23,337 sq. ft. in size). The setbacks for the this lot is 40' for the front yard, 15' on the minimum side with combined sides of 35' and the rear yard is setback of 50'. Variances from the Zoning Board of Appeals will be required for the proposed project. I need the architect to provide 2 me with a revised site plan using the latest survey information and setbacks provided. As a reminder of the first email sent out, DEC and Trustees permits will also be required. Next, since there is a second story addition being proposed, there is a very good chance this project will be deemed a demolition as per Town Code definition (Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal). The design professional will have to indicate this. If this is the case, variances will still be required for setback issues/possible lot coverage issues and the house will have to be FEMA compliant since it is in a flood zone. Suffolk County Health Dept. may also be required if this is also deemed a demolition, if not a sanitary certification at the very least. Lastly, there is an existing shed in the front yard that will need approvals from Trustees and Zoning Board of Appeals (variances) if the owners want to keep it there. Once I get a revised site plan, acknowledgement on whether the exiting shed is going to remain and as to whether this project will be considered a demolition per Town Code definition, I can go ahead and write a Notice of Disapproval for you to go to the Zoning Board. Thank you. Amanda From: Nunemaker, Amanda Sent: Thursday, June 3, 2021 3:55 PM To: 'margaret krepp' <mkrepp10gmail.com>; Julia Schade (julia0mooreattys.com) <julia0mooreattys.com>; 'pcmoore0 moo reattys.com' <pcmoore0mooreattys.com> Cc: davidturnerOverizon.net Subject: FW: 1235 Island View Lane, Greenport (Krepp) Good afternoon, After receiving the newly submitted survey of the above referenced property, I was able to answer some questions that were raised and I'm able to provide clearer responses for everyone. First, the two lots (formerly 1000-57-2-42.7 & 1000-57-2-18) should not have been merged back in 2007 since they did not share a common lot line of 50 feet or more as per town merger law. You can have the surveyor verify that the former shared lot line is less than 50 feet in length as it is not specifically 3 identified on the survey. If this is in fact correct, then the two lots must be separated with new tax map numbers and surveys which will affect the zoning/setbacks of each lot. If the owner wants these two lots to still be one lot as currently shown on the survey, then Planning Board approvals and variances will be required for lot sizes (no guarantee it will be approved). Once this issue has been resolved, then we can review the zoning for the proposed construction to the house. It appears variances will be required regardless for setback issues and possible lot coverage (will need calculations completed by design professional or surveyor). Second, DEC and Trustees permits will also be required. Next, since there is a second story addition being proposed, there is a very good chance this project will be deemed a demolition as per Town Code definition (Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal). The design professional will have to indicate this. If this is the case, variances will still be required for setback issues/possible lot coverage issues and the house will have to be FEMA compliant since it is in a flood zone. Suffolk County Health Dept. may also be required if this is also deemed a demolition, if not a sanitary certification at the very least. Lastly, there is an existing shed in the front yard that will need approvals from Trustees and Zoning Board of Appeals (variances) if the owners want to keep it there. Please let me know if you have any questions. Amanda From: julia schade <juliaschade@mooreattys.com> Sent: Thursday, June 3, 2021 3:00 PM To: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Cc: Betsy <betsy@mooreattys.com>; Julia Spanburgh <juliaspan@mooreattys.com>; Pat Moore <pcmoore@mooreattys.com> Subject: 1235 Island View Lane, Greenport (Krepp) Hi Amanda, Please let us know when the NOD is ready to be picked up for the above matter. Mr. Krepp believes you should have everything but please advise if you need anything else. Thanks! 4 . s i Julia Schade Moore Law Offices William D. Moore, Esq. 631-765-4663 Patricia C. Moore, Esq. 631-765-4330 Mailing and physical address: 51020 Main Road Southold NY 11971 Fax number for both: 631-765-4643 www.mooreattys.com ARNING! WIRE FRAUD AN/ISOR Wire fraud and email hacking/phi'shing attacks are on the increase! If you have a closing transaction with this office and receive an email containing Wire Transfer Instructions, DO NOT RESPOND TO THE EMAIL! Instead, call our office immediately, using previously known contact information and NOT the.information provided in the email to verify the information prior to wiring funds. NOTICE: This e-mail and the attachments hereto, if any, may contain legally privileged and/or confidential information. It is intended only for use by the named addressee(s). If you are not the intended recipient of this e-mail, you are hereby notified that any dissemination, distribution or copying of this e-mail and the attachments hereto, if any, is strictly prohibited. If you have received this transmission in error, please immediately notify the sender by telephone and permanently delete this e-mail and the attachments hereto, if any, and destroy any printout thereof. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 5 ,:TOWN OF SOUT�HOLD PROPERTY . RECORI 3 _ DOWNER STREET /2Z-) � VILLAGE DIS1. -- 1l — a U ACR. FQRMER;OV�(NER/ > E ./' u f I�:5 jC.rr!��r%' �f/�,1'� � .C�i.r.,..?'�t-�1„r�r= ^��,r�cr.GY'�. ��' °�q�'`�.•��?-,��`a''i�>�t s: '� r '" S(O ` S - W TYPE/OF BUILDING RES: SEAS. ,, _ VL. (� FARM COMM. CB. MISC. Mkt. Valuef "= .2-I LAND IMP. TOTAL DATE REMARKS , :f r { I r r. ,fir.= f'• j. ',. �r/I/7!� '�� 1%�i �i — �C'F^e.r"� `3C%�y7'i'/)Cr .�),vLe1!'r,i, v'v— 9 -R P o 0 /---6 nCi S^ .\ L C-fie rC �/ 7Q lklOH- L 12D?7 3 -F-iIT- AGE .2 / '�UITDING CONDITION ] FAIM Acre Value P VaI ' I �� 0 Per� 7/31/ 3 '�, rzz ter, �r� ors �t6;0 r� d f Tillable 1 7 hof he SA fe "42 decepase � I -' J. Tillable 2 TWO N_M/ 1 Tillable 3 r ml Cl �+ r 1. In Woodland v2- ld (— r �i r7 [, /�`c;t�.rtf'eaw t Swampland FRONTAGE'ON WATER �r� Brushland FRONTAGE ON ROAD .House Plot DEPTH - BULKHEAD Totol DOCK r 'i COLOR TRIM leg i 1 , I M. Bldg. �'� , ' Foundation .*; ' Both Dinette Extension j tom'' /� Basement Floors K. Extension Ext. Walls ;' , Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms lst Floor BR. Porch1ecreotion Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio O. B. Total l _ COLOR 77 - TRIM j M. Bldg. Z't 38 �0 2 3 2 S.. 33 5 Foundation t c e Bath Dinette (FULL Extension Basement CRAWL Floors Kit. SLAB 0 Extension Ext. Walls v CkQ to Interior Finish L.R- J Extension Fire Place Heat o D.R. I - i Patio Woodstove BR. 2 Porch Dormer Fin. B. Dec `qt IZ 2 6 Attic Breezeway Rooms 1st Floor Driveway Rooms 2nd Floor O.B. - S O Pool i I _ TOWN OF SOUTHOLD PROPERTY RECORD CARD , OWNER STREET VILLAGE _ DIST. SUB. LOT o to wcq V ew tD �1) S ACR. AI REMARKS TYPE OF BLD. PROP- CLASS LAND IMP. TOTAL DATE 0•-� K�`�� ,y� "" � �� 'w� ��'3`e.•9� � � �..�y_,.�K`� �� '� � �1, � � � �Q `%i-''4 lw. CY,:�i�, aqs �C3'a� � $.6 �� ..+z*�^p- :a��a+e:_ ;Y� r�•Y}; ,p- r v w r:;' e Z =a 4 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL DAVID TURNER ARCHITECT, P.C. RECEIVED \\ \ \\ 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 \ i \ (212)594.0840 FAX(212)594-1530 AUG 10 2021 PROJECT - ZONING BOARD OF AP7' \\ R\\ 1235 ISLAND VIEW LN \00� ' `\ GREENPORT, N.Y. SHEET PLOT PLAN \ \ \ DATE 1-26-21 TUq T� rNaECTNo. DRA%MNG BY FRAME SHED CHKBY: �j DWG No: A-100o01 �. - - -- - - - /' - - ,/sue• -� - - - \ CAD FILE Ne. I OP 13 / �• \ a� P<` FINAL MAP REVIEWED' BY ZBA �0`;/ �, yv� \ SEE DECISION � b S EXI5TING Op�� 64' �lTED 0a l� �`2• F D'� (01 5ECOND FLOOR EXTENSION 3� DISTRI CT:1000 SECTION: 05-1 BLOCK: 02 LOT:IS U� FLOT FLAN �Qr NO SCALE \ GENERAL NOTES 0II��11 2021 1.ALL WORK SHALL GOWORM TO THE REGN NT5 of THE NEW P>J IxG, YORK STATE AND LOCAL BUILDING,CODE,FIRE DEPARxk�NT REGULATIONS,THE NEW YORK STATE BUILD�IIyy��y,QM ION '-I. ALL PLUMBING WORK MUST Be FE FORMED BY A-LICENSED MANUAL AND LOCAL BUILDING,GODES�lL1HLIV'TY COMPANY PLUM REQIIRETENT5.AND THE BST TRADE PRACTICES.INCLUDING,NYS ENERGY CONSERVATION/WD CONSTRllCTION GoDE5. THE M05T _ '-2. ALL BRANCH PIPING,SHALL BE NEW BACK TO THE SUPPLY RISETZ, . STRINGENT SHALL APPLY. _ _ AND BACK TO THE.WASTENE NT STACK. NEW SHUTOFF VALVES '•2.BEFORE GOMMENCING,WORK'THE CONTRACTOR SHAD FILE ALL `WALL BE BETY'ffiN THE RISER AND THE FIRST WALL.FEtETRATION - . REQUIRED cmnFIGATEs of INSURANCE WIT} THE DEPARTMENT OF WITH DI-ELECTRIC FITTINGS A5 REOIIIR®_ 'BUILDIN&5,OBTAIN ALL REQUIRED PERMITS AND PAY ALL M�5. - 5. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR Y ',REQUIRED BY 0,01A3;tNIN&,LOGAL AND NEW YORK STATE AGENCIES. Tt♦E KITCHEN AND BATHROOM Y�tEVER THERE ARE FIXTURE RE- S.THE CONTRACTOR SHALL VERIFY AW."5TIN&CONDITIONS IN. LOCATIONS OR CHANGE IN TYPE M TUB TO A SHOWN.THE AA �� ' THE FIELD PRIOR TO cOMMENCwo WORK AND SHALL REPORT ANY DI5GREPENGIS BETNiEEN DRAWINGS ANF FIELD CONDITIONS TO THE - 4_ PLUMBER MUST CHECK EXISTING,W45TE AND VENT LINK TO LE ARCHITECT. FRS of OBEaTRUGTION. - REVIEWED 13��BA 4.FURNISH ALL LABOR MATERIALs, Es,EQUIPMENT. _•' S. WATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK PLOSN ''tltlLtl1 9 / AND SERVICES NECESSARY AND REGWIRED7 70•C.OMPL'ITE�ALL_WORK` ' PREVENTION DEVICES ESON ALL IARD-PIPED FIXTURES TE SEE DECISION# IN THIS SECTION N. INDfGATID ON THE DRANUN65 AND/OR '. _. ..APPLIANCES.THIS APPLIES TO REFRIGERATOR ICE MAKER OF ANY) DATI=D SPECIFIED HEREIN _g I'_ly /a_ AND DISHWASHER. - •5_EXAMINE THE CONDITIONS AND PREPARATIONS-MADE FOR THE •PERFORMANCE OF THIS-SECTION OF WORK AND;NOTIFY_ARCHITECT- - - •b:-CHECK VALVES MUST-SE FURNISHg'D_ON BRANCH PIPINS-FOR HOT' ' OF C.ONDInom DETRIMENTAL TO THE PROPER AND nt5LY - AND GOLD WATER SUPPLY AD,IAGENT TO MASTER%w-OFF - - - - -- --- -- - -- - - - - cOMPLEnoN OF THE WORK.,Do NOT PROCEED Wins THIS WORK VALVES_ UNTIL ALL CONDITIONS ARE j±lADE SATISFACTORY FOR SUCH 0MCK VALVES MUST BE QUIET TYPE. PERFORMANCE OF WORK. b:ORDER ALL sPEGIFIED MATERIALS AND FABRICATED ITEMS WITH SUFFICIENT LEAD TIME 50 AS NOT TO DECAY WORK IN ANY MANNER CAPPING PIPING AND CONDUIT -I_MINOR DETAILS NOT USUALLY 5 10WN OR'SPEGIFIED,BUT . _ E. ALL-ABANDONED PIPING AND CONDUIT-REMOVED-FROM^SERVICE- _ NECESSARY FOR PROPER CONSTRUCTION-OF ANY PART'OF THE _ - SHALL BE TERMINATED'AND CAPPED OFF AT THE tMAREST.LIVE ..... WoRK SHALL BE INCLUDED As IF-THEY WERE INDICATED INTHE• JOINT.OR'.IUNGTIOH BOX, NO ABANDONED 55;6AWEs SHAL.L:.119T,•- DAVID TURNER ARCHITECT, P.C. DRAWINGS_ - BE'GUT,AND Ll7T,IN PLACE'WITHOUT REMOVAL BACK TO THE - 0.THE CONTRACTOR SHALL COORDINATE ALL kORK PROCEDURES' 'LIVE'POINT,AND PROPERLY TMMINATED TO MST-COO= 450 SEVENTHAVENUE.SURE 11107.IitWYORK N.Y.10729 WITH REQUIREMENTS Or-OF LOCAL AUTHORITIES AND BUILDING, (2112)984 0840 FAX(212)W17630 MANAGEMENT. - - - •-- PROJECT , -I.THE CONTRACTOR SHALT.COORDINATE ALL WORK PRoGEDURES 1235 ISLAND VIEW LN WITH THE REQUIREMENTS OF l OCAL AvnloRlnES AND BUILDING, E ECTRICAL _- - ' -- MANAS = GREENPORT,N.Y. IO.THE CONTRACTOR SHALL BE RESPONSIBLE FOR nE'PRoTE•GTION -.I'- ALL ELECTRICAL WORK MUST BE PERFORMED BY A'LICENSED OF ALL GONVITION5 AND MATERIALS•WITHIN THE PROPOSED ELEGTRIGIAN_ CONSTRUCTION AREA THE GONTRAGTOR SHALL DESIGN AND - SHEET. INSTALL ADEQUATE SHORING;AND BRACING,AFOR ALL sTRUGTURAL_ 2_ DUPLEX OUTLETS KT HRN bFT OF SINKS.ARE To BE GEGI.TYPE. GENERAL NOTES OR REMOVAL TASKS- THE CONTRACTOR SHALL HAVE SOLE - - RESPOISIBLITY FOR ANY DAMAGE OR IN DRIES CAUSED BY OR. _ S. ALL ABANDONED ELECTRICAL BOXES WITH REMAININS WIRING, DURING THE EXECUTION OF TIE WORK. ENTERING, OR LEAVING, SHALL 'REMAIN .ACCESSIBLE WITH 11.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL V REMOVABLE GONERS_ PROVIDE ALL DIMENSION5 REQUIRED FOR OTHER TADS(PLUMBING,, EpAR GATE` 2-26-21 4_ THE ELECTRIC PANEL AND. INTERCOM PANEL CANNOT- BE-- ♦ TU aato�RrQ ELECTRICAL.ETG� RE-LOGATT=D WITHOUT SPECIFIC WRITTEN APPROVAL. 6 TR 12.PLLMiBING AND ELECTRICAL WORK SHALL BE PERFORMED BY _ - o�MORV` PERSONS LICENSED IN HEIR PROFESSIONS,WHO SHALL ARRANGEBE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 5_ ALL LUSHTOFINAL RECEPTACLE, SWITCH, S LAMP HOLDER HORS SHALL E5 SET FLUSH TO FINAL FINISHED SURFACE. EXTEND EXISTING,BOXES' Gwonx 13.THE CONTRACTOR SHALL 00 ALL GUTTING,,PATCHING,,REPAIRING -A5 NEGE55ARY OR UTILIZE PLASTM RINS5 OR OTHER DEVICE,TO A O .OO AS REQUIRED TO PERFORM ALL:OF THE WORK INDICATED ON THE _ E `�E-THAT A_CONTINUOUS &ROUNDED METALLIC SURFACE 15 IN DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO PLACE BETVIEEN 50XE5 AND FAGEPLATS. COMPLETE THE JOB' �� 2 OF 15 RECEIVED LEGEND ZONING BOARD OF APPEALS 0 EXISTING C-ONORETE FOUNDATION WALL E-==7 REMOVALS AND DEMOLITIONS NEW EXTERIOR FRAME PARTITIONS BEDROOM '® NEW INTERIOR PARTITIONS-WOOD STUDS i I6" O.O WITH 1/2"WALLBOARD EAOH SIDE _ 0'• SMOKE%OARBON M ETTE6TO :-- FINAL MAP . .:. ' REVIEWED BY ZBA _... SEE DECISION# � . - - DATED /110 /P4 . rr DAVID TURNER ARCHITECT, P.C. KITGHEN ------ _ _ 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)594-1530 PROJECT F===`-r------ ,Lj_,\ 1235 ISLAND VIEW LN -- .fr �� _ 'r 'GREENPORT, N.Y. ' SHEET ' FE . " = .... FIRST FLOOR DEMOLITION DATE 2—ZS-21 FIRST FLOOR DEMOLITION FLAN Q DRAWING BY: CHKBY: SCALE 1/4" = 1'-O" A. 2.00 . CAD FlLE No: I OF IB RECEIVED AUG 10 2021�`�� ZONING BOARD OF APPEALS LIVING ROOM BEDROOM' FINAL MAP REVIEWED BY ZBA SEE DECISION#� 6s - 2L C�A DL 1L C L_. DAVID.TURNER ARCHITECT;P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK N.Y.10123- K I TGHEN -- (z1z)594-034o FAX(212)594-1530 .. - PROJECT . - BEDROOM 1235 ISLAND VIEW LN GREENPORT, N.Y. - � 3 -- a-• - -`-- .- -' -- _ -----_ 'SHEET - FIRST FLOOR - 4 CONSTRUCTION UP Da1E 2-25=21 T PPMECT N. 9 Uq �j DRAVMG eY.- 41-0" �9 cw By. FIRST FLOOR D=NM SCALE 1/4" = 1'-O" 3' A-103.00 i 4 CADFILENx 4 OF 13 i Ask - Nub I u tu OF APPEALS - . FINAL MAP REVIEWED BY ZBA s FAMILY ROOM - SEE DECISION # 7 to �t DATED a lj_%� I al O DAVID TURNER ARCHITECT, P.C. — 2.s . ". •- O O 460 SEVENTH AVENUE,SUITE 1907,NEW YORX.N.Y.10123 "(212)59"840 FAX(212)594-1630 __ — - -" - PROJECT _ BEDROOM 1235 ISLAND VIEW LN o O GREENPORT, N.Y. SHEET SECOND FLOOR CONSTRUCTION DAM 2-25-21 PROJEMIft oRnxmao er: - - msy., * OWO No: = A-104.00 SECOND FLOOR _ . I N., • 1 CAD Pu.E No: 5 OF 13 SCALE 1/4" = P-O" I AMIL -AUG 10 2021 , Z004 50AV I)OF A?PEA�S . _ FI NAL �IAP - - _ -- -- - --• �Y Z�A -- ECIS16N 075usATED I`aJla /_&1 - DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907.NEW YOM N.Y.10123 ._ (212)594-0340 FAX M2)594.1530 PROJECT . - 1235 ISLAND VIEW LN GREENPORT, N.Y. " tl .. - SHEET , - FRONT ELEVATION DAM 2-25-21 I=RONT ELL\ ,ATION --- �� T' =Br. SGALE 1/4" = I_Ou OKK9r. _ A-105.00 MFILENx b OF l3 4ECElVEO �\/'r� AUG 10 2021 ZON1P1G BOARD OF APPFAL' _ FI7AP REED BY ZBA SEISION # I rot DAD/ !b /;),pal DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK N.Y.10123 (212)59"540 FAX(212)594-1530 PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET REAR ELEVATION REAR/V`ATER SIDE ELEVA710N ��'`~�VDPARMO c9Oj o :JWrN. 2-25-21 SCALE 114" = 1'-O" CHK BY: OWD Nx 1 A-106.00 CAD FILE No: 'f OF 13 AUG 1 U 2021 ��leJ� ZONING BOARD OF APPEAL-` FINAL MAP REVIEWED BY ZBA - - - - SEE-DECISION DATED /jy DAVID TURNER ARCHITECT, P.C. . . 450 SEVENTH AVENUE,SUITE MY,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)594-1530 PROJECT -- 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET --- - - SIDE ELEVATION AR DATE 2-25-21 SIDE ELEVATION , �: SCALE 1/4" = P-O"- CKK BY: * GWGN¢ _ _ N A-107.00 =FMN°: 5 OF 15 RECEIVED" AUG 10 2021 ASPHALT SHINGLE ROOFING 5/5"PLYWOOD sHEATHIN ZONING BOARD OF P 21XIO"ROOF RAFTERS a 24"O.G. OPEN CELL SPRAY-ON INSULATION. •,' j ' I .. 10'-O" L--------------- J j /a"91 MOCK I j FOUNpATION PLAN --- O - - - - - - - - -- -. rSEEDECISI -- - - SCALE I/4"-_-I'-O"WOOD SIDING WJ 13UILDINS FELT ��5/6"PLYWOOD SHEATHING• ED EY ZEA2"x 6"® 16"O.G. ON# �� GONTINUOU5 METAL FLASHING P,l,� 2=2"x&"PLATE 12"CONC.FOUNDATION DAVID TURNER ARCHITECT, P.C. _ 460 SEVENTH AVENUE,SUITE 1907,NEW YORK N.Y.1D123 •. 'i (212)594-0840 FAX(212)694-1530 • - PROJECT 4"CONCRETE SLAB 1235 ISLAND VIEW LN m# 10 WM GREENPORT,N.Y. f b"GRAVEL p `, SHEET m r RIVE? INSULATION(4'DEEP) FOUNDATION PLAN & DETAILS PLACE(12"X 24") Dare 2-25-21 ®r CONCRETE FOOTING(3500 PSI) PROJECT Na ON UNDISTURBED SOIL DRAwiNG DY. • #4 GON71N0005 CHK13Y. KEBABS f DWONa TYFICAL 5EGTION A-108.00 NOT TO SCALE CAD F0 E'er q OF 13 i RECEIVED PRESSURE TREATED UG 1 0 2021 G CANTILEVERED MEMBERS 2" X12"018" or, Z NING OAR A PEA 5 2-2X6"HEADER ABOVE FENESTRATION i i i i i i 2" X 12"018" OC 5 i�"XI6"6LULAM --------- ---------- --------- ---------------------- -------- I I I I I I I I I I ------------------- FINAL. MAP I I I I I I I I I I -----------------_-_-- REVIEWED BY ZBA SEE DECISION# (.� --------- i i i l i i -------------------- -------- --------------------- i --=_=--- - -I-_�- = -�-�=_1- --�-- -_--_-----__ CL DAVID TURNER ARCHITECT, P.C. --------------------- 450 SEVE`NZT�H2)59 NaUE,SUITE FAX 1907.59 1530 YORK'N.Y.101M --------- I I I I I I 1 ._i -II ------------------- PROJECT --_-_------- 1235 ISLAND VIEW LN I i ii GREENPORT, N.Y. -------- I I I I I I I I. II -------------------- SHEET I I 1 I I I I I II SECOND FLOOR FRAMING PLAN I -I II --------------------- --------- i I I.. I I I IF---- =---=----------------- _-- ...___ AR—�y OAS 2-25-21 PROJECTN. DRAWN CHKEY. 2-2"X6"HEADER I 1 I 1 2- 2"XI2" BOLTED (HEADER) * owoNm ABOVE i I FENESTRATION 2"X 12" alb" Or- ■00 PRESSURE TREATED N cAO FILE N. CANTILEVERED MEMBERS i 10 of 13 2"X 12"018" OG vacEwv � 2"X8" ®24"O 2"X 10" RIDGE ---- ----------------------- ------ -- --- OA Of Z N1N� R P ! i I i I5XI8 i 1 i i 1 FINAL MAP 1 i - - — -1 REVIEWED BY ZBA _ --------------- ----------- ---- -- GL. SEE DECISION# -756< DATED_g- /_L!e /,g�I DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907.NEW YORK,N.Y.10123 - (212)594-MO FAX(212)594-1630 j PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET ROOF FRAMING PLAN --. ..........AR- DATE 2-25-21 4� T11 'vJ P170JECTNo: DRAWING BY: CHK BY: i * DWG Na A-110.00 i CAI)FRENv. II OF 13 ocrcnicn NAILING 5GHtfL3ULE AUG 10 2021 CONNECTION NAILING ' PEALS 1. JDIS7 TO SILL OR GIRDER TOENAIL - 2.BRIDGING TO MST TOENAL EACH L3JD _ 2- e -_-H I&H_WIND STRAP I NG AND GONNEGTOR5 9. 1-X 6'EwPLo R oR LIES To JOIST,FADE NAIL: 7-6d 4.KMR nMI-X6'9UGFLOORTO EACH JOIST,FA4!W& s-ad THESE DETAILS HAVE BEEN DESIGNED IN CONFORMANCE WITH THE S.2 9UBFLOOR TO JOIST OR GIRDHt 81 1IID AND FAGS NAIL 2 I6a "WOOD FRAME CONSTRUCTION MANUAL (ANSI/AF 4 PA WFCM -2001)" 6.mm RATE To J OL OISr OR OCKIN6,TYRGAL PAGE NAIL Tbd a IV O.G. WIND SPEED OF 120 MPH 8E FLATL TO JOIST OR BLOGKINS,a GRACED WALL PAMMS S-Ibd PM 16'. 01 7.TOP PLATE TO STW ANO NAIL 2-Od S.STUD T09o12 RATE 4-@.TOMIAILOR2-16400ML . .-LATERAL FRAMING CONNECTION (TABLE 2.0 FINIAL P �/ �Jp 4.DOU812 51UD5,FADE NAIL 16E o 24'Or. D B j ZB 10.Daumm TOP P ATE%TrP FAGS NAIL 16d o 16'of,. BASE 4 TOP OF WALL ION# OaVLE TOP PLATM LAP sFUGe 6-16d 2"x&" ® 16" O.G. (USE 1.55 MULTIPLIER) E 11.BLOLI'JIJB EE7FEEN JOISTS OR TOP PLATES,TOENAIL. S-ad D TE 12. IiM JasTs 1n TOP RA7P raawl tad o 6 OL FOR I& WALLS 151 P.L.F. 13.TOP PLATES,LAPS AND 1NI9Zs1!GTIONB,FACE NAIL 2-16e (15'1) X (1.33) = 208.8 LBs. (SUCTION) fAN1 MM-3 VEAVER TWO PIECES I6d a 16'ot.ALONG EK.N E06E_ E.cEMLMJOISTE,TO RAT=TOENAIL e-8d HUC,.210�2 -- IS. GONfIMOI1SNEAOmTOSno,WwvQL -. 4"6'd. -------UPLIFT 0ONNECTI0N--L0A05- (TABLE 2.2A) NOT TO SCALE 1-1.GEUN6 JOISTS,LAM OVER PARnnONS,FAr�NIUL S-Ibe 16.GEILM6 JOISTS TOPARALIBRAgM%PAGENAIL s-16d - ROOF/CEILING DEAD LOAD ® 10 P5F _ ROOF JOIST SPACING 19 24" (USE 2.0 MULTIPLIER) I9.RAPTERTOPL.AT=T081AIL - _ a$d FLOOR J015T 4 WALL STUD SPACING a 16" (USE 1.55 MULTIPLIER) 20. V BRACE TO EMN STUD AND PLATE FAGS NAIL 2-!e 2-To I . 24' SPAM 306 s = 189 DAVID TURNER ARCHITECT, P.C. _ Z. ISca•sraATNmG OR LEss EACH�-A_Iz�*c�FAce NAo. 8° 2PA = , 2m KMR WM I-xo-T6 EACH 6EARIN6,FACE NAIL 9-ad - - - !' 45D SEVENTH AVENUE,SUITE 1807.NEW YORIC,N.Y.10123 2s-LsnLr uP Go sTuns 16d a 24.O.G. ROOF TO WALL OF BEAM 18G1 x (2.0) = 5-I5 LBs. (212)M-0840 FAX(212)694-15M 24.BJILT-UP GnWM BEAFG - 2be a BY or-a TOP AM' 306 x (2.0) _.612 LBs. . PROJECT BOTTOM 4 STASSER D 2-20d a M75 AW a EAGH SPLGe HALL TO FLOOR TO WALL 1811 x (1.55) 251 LBA. 1235 ISLAND VIEW LN- 2'PLANKS 2-Ied a MAW BEARNG 306 x (1.33) = 401 LBs. GREENPORT, N.Y. a' 26.WOOD STRUCTURAL PAM.5 AND PARTICLEBOARD. FLOOR,ROOF AND WALL SMATNU76(TO PRAMIN5XV-25A mW $�T V2'AND LESS bd (W W32•-914" 8d(4)O'6d 0) OUTLOOI«R UPLIFT LOADS (TABLE 2.20) MISC. DETAILS 7/e•-I' - ad (W OF W-1 1/4• 1od(4)OR Od(5) OUTLOOIGER SPACING OF 24",O.G. DOMINATION SUBH.00Ra NDEIRLAVIOMW(ro FRAMINOW-25,4 mR1 WAND LESS bd m) UPLIFT LOAD OF '744 LBs 7w-P ad W LATE 2-25-21 1 Vb'-1 V4' 1Od(4)OR Bd(5) 27. PANS.SIDIMS(IO FRAMING) OflAvem ITY: Val OR Imes bd (b) DILL PLATE TO FOUNDATION (TABLE 5.2A) CFUCaY: aw _ ed (6) r # DWGNa 20.rOERWARDSILEATMN6 FOR A 2 STORY BUILDING o 52' LENGTH USE MINUMUM 7 5/8" BOLTS A bd.00 NO.IS ESA. (N 2A W.II 6A(a) CADFRENW ed (4) 12 OF 13 NO.16 GA.(4) . ou•FLVED AUG 10 2021 7 ROOF RAFTER BOARD OF APPEALS RAFTER TIE Q 16"O.C. MODEL'MSC V USE IG-16D NAILS NING TO HEADER,18-10D NAILS TO MODEL-•'CS20" RIDGE&26-10D NAILS TO VALLEY _ ATTACHED W/(41 RAFTERS AS PER MGF. 8A NAILS MIN.AT 18�z SPECIFICATIONS - BOTH ENDS 16' RAFTER CONNECTOR • (c�le.O.C. _ °o° RIDGE - MODEL'H2A' - ROOF RAFTER �e DOUBLE --- - ° RIDGE' ----- - - - - - e e RIDGE TOP PLATE °J� e t - -'• VALLEY RAFTER u o° (@CATHH-L`CLGS.) WALLSTUD _ ) )) - - °° VALLEY RAFTER LSSU28(2K8,2K10&2K12) 0 D NOTE:THIS DETAIL ISUTILrzFD AL, MAP WHEN WALL-STUDS'ALIGN-DIRECTLY -•- ROOF RAFTER ��y ®p q, - - - W/RAFTER.WHEN RAFTER AND STUDS - - - - _ - - - - REVIE EED BY Z�� [N RE NOTAUGNED,USE CONNECTORS -- DETAIL w&'T'ON THIS PAGE -- -- SEE®ECIS6®[�8# '1[MUDEEIIHM TOTOATE70STIIDCONNECiION@16'O.C_ RAFTER7ORFTER VALLEY RAFTERTO RIDGE DATI=D WHENALL STUDS ALIGN DIRECTLY WI RAFTERS _ CONNECTION TYP. EACH RAFTER ® CONNECTION TYP. �7 1MODEL'CB'BY SIMPSON-STRONG TIE""ALE N•T-g'- 9 BY SIMPSON STRONG TIE imah:N.TIL MODEL'LSU°&'LSU'BY SIMPSON STRONG TIE MODEL'MSC"BY SIMF50N STRONG TIE vp -. DAVID TURNER ARCHITECT, P.C. - 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)694-1530 PROJECT 1235 ISLAND VIEW LN = GREENPORT, N.Y. H2,5A SHEET H2.5A MT MTS MISC DETAILS MTS MTS- - ' •° DATE: 2-25-21 }�•/�`� - - - - -- - ` -u"o7/�y PROJECT Na ro•• I i I - DIWWNNG": CM(OY: NOT TO SCALE * DWG No: H2.56 K TH T I TEN IHr;)I ANCH®R N 6 A-112.00 NOT TO SCALE 19 of 15 N 1 �p `I 400 Ostrander Avenue,Riverhead,New Yark 11401 11 j 1 te1.631=An a n 6ln 1.=.0144 cm LEGEND _ \ g BBC -BELGIAN BLOCK CURB P.EOE 1 0 1 =CASTIRON COVER 1 A Howard r1 Young,LaM SwveyoP CieCONCRETE MONUMENT FOUND ` Thomas G.Hblppe�t,FY°lesslonal 6glnear CCMFMS =cONO,ETE MONUMENT SET W ; E - AUG 1 Q 2021 m 1 Douglas E Alone,Pr°lesslanal EgVber DI DRAINAGE INLET t --�_ 1 ' IbberlGT t,Archltect DMF =DISC MONUMENT FOUND - - A°PEPV` 1 _ Robert 54artnkl,Archlteek EDP =EDGE OF PAVEMENT j IPF =IRON PIPE FOUND ol. ON PROPERTY / SITE DATA RO =ROOF OVERWIF S ISLAND VI WSF -WOOD STAKE WIRE FENCE / VIEW LANE / UPLAND AREA =20,BB15.F. MISS =w0a0 STAKE SET 3/ LAND UNDER WATER s 2.456 S.F. =UTILITY POLE / TOTAL AREA a 7 S.F. =END OF DIRECTIOWDLSTANCE --_�;__ N85.40'30•W 2333 // %r - `\ - v-_- _�__�__�-.�• .VERTiCALDATUM =NAVO(193B) BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN A5 SCALW FROM FLOOD IN25.2ERATE MAP PANEL NO.36103W159H LAST DATED SEPT.r 25,2009. 1 1 LOT COVERAGE SUILDA55LE AREA=ISAM 50.FT. FRAtIE1 MOOD HOME t RO =IA70 50.FT. = I B% WOOD� DECK =037 50.FT. =IB% \ ``\ I FRAME SHID =85 60.FT.. =Ok% now or formerly F PORTION OF DC_r =6 9Ci.FT. =O.I% / hiel Baldwin Family Trust TOTAL.1(7O1 5r9.Fr. =105% 1 SURVEYOR'S CERTIFICATION • EHEREBYC TO JOMN KREPP 6 MARLiARET 1 O F � �a•F r KREPP THAT THIS TNIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSDCIATION OF PROFESSIONAL LAND SURVEYORS. 5 \` ,Pvf . p<NEts 7 a` 'aa `� naw or formerly ��' O W. j Rose L Milazzo COT`cP o F �` i § GRASSY` g _ Revocable Trust a = �.�n.':I'�.•s c Parcel'A' `�` was �``` ,`- ,� ,x' •.. o yk w Arm=13.451 SF. `` '00 C+ ` 7.0 ).3 (04.� 6a �-� HOWARD W.YOUNG,N.Y .NO.45893 SFO LAND -10 SURVEY FOR JOHN KREPP� &�, ° saa ^,,�yo'''�s, ° ,� S4J05 ogiiX Jo \ DREDGED jr 2 a 7.6 , 'r6F �"•�, CREEK MARGARET KREPP No7 Oa ' �6{ C�r.0'`J`e•.\ 9 1.9e ky, / /� r r�°t CY B/a\{ / at Arshamomague,Town of Southold // Suffolk County,New York CERTIFIED SURVEY r county T.Mop oi.4<I 1000 a.u. 57 02 Icl 42.8 6.1 /p y 4%15BB,�t��Bq• FIELD SURVEY COMPLETED MAY 18,2@l a Parcel'B, 1Y4r V'.�1� 1�6q:tBgS�/n MAP PREPARED MAY 19.2021 'S`0e1�{4e329,9�, Arm=7.4305.� , �'a� y Record of Revisions / ,t: REVISION DATE 005 +,ro �. PCLA6B JUNEDI 2021 �'R 9, $ pj 1 ,nn, ADD DS OT ATID S U ``\ c o tea,, COVE AT CONKLING POINT 6.?b'. ,0036j�'/4��'h• / 6'bj n2� ura armaw„m ccry ' / ' Q�P `\ ?1 4i• /y� ry k' 3 Pia $ \ 'OX wAvDE'A°cnwloEw,E N 30 0 15 30 60 120 � `� Sn G �a1vA,Ialwawn'susr ` . �\ TwusTAr2wcamsna+ JOB NO.2021-01a7 DWG.202LO107. IOFI v\ YOUNG &YOUNG Telephone(631) 727-2303 400 Ostrander Avenue Z 96 Facsimile (631) 727-0144 Riverhead,NeW York 11901 adiriin@youngenginee?ing.com HOWARD W. YOUNG, Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/GeolWs ROBERT C TAST,Architect ROBERT STROMSKI,Architect June 24,2021 Patricia C. Moore,Esq. 51020 Main Road Southold,New York 11971, RE: JOHN KREPP&MARGARET KREPP at Arshamomogue,Town of Southold (21-0107) Dear Ms. Moore: Enclosed are ten(10)prints of the Certified Survey, last dated June 18,2021 amended pursuant to your request. Also enclosed is the completed Elevation Certificate. Very truly yours, Howard W. Young HWY/dc Encl. planning Engineering Land Surveying O pit .ell"�CID ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 P.O.Box 1179 Southold, New York 11971-0959 Fax(631)765.9064 Telephone(631) 765-1809 ZBA FILE: #7565 NAME OF OWNER OF SUBJECT PROPERTY: JOHN AND MARGARET KREPP PROPERTY LOCATION: 1234 Island View Lane, Greenport,NY DATE OF ZBA DETERMINATION: December 16, 2021 SCTM No. 1000-57-2-42.8 PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7565 Dated: December 16,2021; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. 1 must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Signature of Owner(s) l ` Dated: (/� Z.0 2-L r� Dated: �L a �L Sworn to before me this day Sworn to before me this u day r 2 of 20 otary Pu A.PERKINS: otary PubliKI Notary u c,State of New York YA.PERKINS. No.01 PE6130636 Notary Public,State of New York, Qualified in Suffolk Cou� No. 01PE6130636 Commission Expires July 18, Qualified in Suffolk Count' Commission Expires July 18, i� NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE Nz9, AAAAAA 821087970 ROY H REEVE AGENCY INC 13400 MAIN RD PO BOX 54 MATTITUCK NY 11952 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HOMEWORKPCSK INC SOUTHOLD TOWN BUILDING DEPT 90 BRIDLE CT . 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12434 763-5 682898 01/10/2024 TO 01/10/2025 4/12/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2434 763-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS- OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS'NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT . AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1026428085 U-26.3 A�® CERTIFICATE OF LIABILITY INSURANCE DATE A E(MM/2024rr) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Sarah Arebalo NAME: Roy H Reeve Agency,Inc. a/ON NN Ext: (631)298-4700 IC No): (631)298-3850 PO Box 54 E-MAIL sarebalo@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Evanston Ins CD INSURED INSURER B: Homeworkpcsk Inc INSURER C: 90 Bridle Ct INSURER D: INSURER E: Cutchogue NY 11935 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2441020862 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDY EFF MM/DDNM LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 RENTEu CLAIMS-MADE � MIS OCCUR PRE ES DA AGE ToEa occurrence) $ 100.000 MED EXP(Any one person) $ 5,000 A 3AA772546 04/08/2024 04/08/2025 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY ECT 7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pera ccident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ r_tDED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Southold Town Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD lip —so—SOB —ANE j990 (PIZ:"l-ATF- ROAD" 4 -;c 2MA•TEMEJyT OF I THE -A-rM SUPPLY t SeWAZE DISPOSAL SYSTEMS F012�THIS 2E9tDENCC-WILL(30NF09M TO THE SYANDAIZOS OF THE SLJFFDLV-Cn. E DEPT. Qf:'HsN-TH SezvIces. Ks. Los AF-PCIC�Rf A-. OD grow.,. 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L11 1 -41 —-�, -• — - — ' /�� - *PSOMN-OrEl �i10 o tDATEB.P.H T9a T•'+:ra�lT L(_i.•J,1 r.o_� _• -" ,, NOTIFY 6URDING DEPARTMENT AT - - ' 7E5-1802 B AM TO 6 PM FOR THE ?LV C;'-S V--'�M4,L-H FOLLOW NG INSPECTIONS. PLumso inn I.FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ALL 1� 2.ROUGH.FRAMING&PLUMBING 1E OP aEhyO '._, ,��j•'l�;�+j�,'['!",. ,�i._r.� "' \rlai8� m 9. SUTIGN P 4.FININALAL - C'DNSTRUMION MUST " c'eee u,:4y9{' .. •• .�vr...._ BECOMPI£TE FOR C.O. - .. .'".. ALL CONSTRUCTION SHALL MEET ,mot• •�. n- n, ' r THE REQUIREMENiB OF THE N.Y. ;::s•:• n '' ./ac f.'� _..io'_`..., ..; - f{'{fB. _ ','. \B�w1Wr�� }ACCUPANCY OR STATE'CONSTRUCTION &ENERGY i - CODES. NOT RESPONSIBLE FOR U$E IS URLAWFUATE DESIGN OR CONSTRUCTIDN ERRORS bg CERtIFIC a <,.. . W CUPANCY r '•; iM _ _ _ - a • k.� e,:" ate . .u__.__ ._.._.a —.�::L':v.:._`LuYL'>:.a.•�"�iEJf'• ..L c. ., a'Sel •J +�� C.f I I � I �' �2'SY!.5 ASFIIAI' ii CDR.., 17�LyLla 244 G!U 4 •w i o 5 MK:nrncT.r, ! 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', �x " � IT I Z•L 'I.L. �S�L 8'�5' � ( I Ufn y C55f 3!a.ygo, 1 3w-1t- P � e' a1[Iw-1L•� 1 1§' �� •.11I RS F(RNbFIOcI"C - - - F4eoa 9�w.1 ma Ull7%n y4 N�;04�1 R1�/I ti7y� •=�i aii:E'Ldbl�••^++o'sear,c:+ IQ E 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.12-1.2505 fax.631.127.0144 LEGEND r 7!4> acinnIn.,oungengin,oring,com un- BBC BELGIAN BLOCK CURB -1 CIC =CAST IRON COVER 0 CMF =CONCRETE MONUMENT FOUND I Howard N.Young,Lord Surveyorr CMS CONCRETE MONUMENT SET Thomas I-Nolpert,Professional Engineer Douglas E.Adams,Professional Engineer DRAINAGE INLET DMF DISC MONUMENT FOUND — _Nf—----—-- Robert C.Tost,Architect EOP EDGE OF PAVEMENT —--—-- 0 Robert 5trom5ki,Architect IPF =IRON PIPE FOUND OL =ON PROPERTY LINE RO =ROOF OVER WIF =WIRE FENCE $ SITE DATA WSF WOOD STAKE FOUND ISLAND VIEW LANE W55 WOOD STAKE SET UPLAND AREA =20,881 S.F. c'el =UTILITY POLE LAND UNDER WATER =2,456 S.F. ENO OF DIREMOWDISTANCE TOTAL AREA =23,337 S.F. w7F 804.16- it I" � , o 1 1 1 now or formerly Muriel Baldwin Family Trust 155 OT OAF or-Q, PIA SURVEYOR'S CERTIFICATION 4 WE HEREBY CERTIFY TO J E3 H N KREPP & MARGARET CMF KRE FF THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. now or formerly 0— Rose L.Milazzo 5 G RA S S\\ Revocable Trust rPF HOWARD W.YOUNG,N.Y.S.L.S.NO,45893 5 CO 01 na WSS, �4 p8 \I- 10, SURVEY FOR bo" DREDGED JOHN KREPP & 03, ^ 10 MARGARET KREPP CREEK at Arshamomogue,Town of Southold Suffolk County,New York �OA ISS o o F CERTIFIED SURVEY A 4", County Tax Map Dist,ict 1000 Secuo, 57 61-k 02 42.8 rss FIELD SURVEY COMPLETED MAY 18,2021 MAP PREPARED MAY 19,202 Record of Revisions 11 REVISION DATE WSS tS 1191� Q'Ur ca 4.5AD' C3 ro Zo 10 0- A�5 COVE AT CONKLING POINT A,- 0 5"e", e^41 LAND UNDEP.WAM Dd 0% 0� 0> 9,O> % 0 WATER OR CONDMCN HIGH WA MARK IN ITS LAST 30 0 15 30 60 120 NATURAL Scale:1" 30' TOO NO.2021-0107 DWG.2021_0107_cs I OF 1 __ DAVID TURNER ARCHITECT, P-.C. \ \ 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 OVAL \ : DISAPPR, 212 594-0840 FAX 212 594-1530 \ - \ PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. o44 �^ S SHEET \� PLOT PLAN \ \ U•ARC�y7T DATE: 7-26-21 T(lJ�� F�� PROJECT No: DRAWING BY: ` FRAME SHED CHK BYDWG No. ,L .16� A- 1 00. 01 62 /O T CAD FILE No: I OF 15 \� EXISTING RES I DENGE 10 ' SECOND FLOOR i EXTEN51 ON D 15TR I CT: 1000 5ECT1 ON: 05-7 BLOCK: 02 LOT:15 U PLOT PLAN _'- NO SGALE ?�X GENERAL NOTES I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW PLUMBING YORK STATE AND LOCAL BUILDING, CODE, FIRE;DEPARTMENT REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION 1. 1 ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED MANUAL AND LOCAL BUILDING CODES,-UTILITY COMPANY PLUMBER REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NYS ENERGY CONSERVATION AND CONSTRUCTION CODE5. THE MOST 2. ALL BRANCH PIPING SHALL BE NEW"BACK TO THE SUPPLY RISER, STRINGENT SHALL APPLY. AND BACK TO THE WASTE/VENT STACK. NEW SHUT-OFF VALVES SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL WITH DI-ELECTRIC FITTINGS AS REQUIRED. REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS AND PAY,ALL FEES 5. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES. THE KITCHEN AND BATHROOM-WHEREVER THERE ARE FIXTURE RE- 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A SHOWER). THE.FIELD PRIOR TO COMMENCING WORK-AND SHALL REPORT ANY DI56REPENCIE5 BETWEEN DRAWINGS ANF FIELD CONDITIONS TO THE 4. PLUMBER MUST CHECK EXISTING WAS_TE"AND VENT LINES TO BE ARCHITECT. FREE OF OBSTRUCTION: 4. FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT 5. WATER SUPPLY NOTES OR DIAGRAM5 MUST INDICATE BACK FLOW AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK IN TH15 SECTION AS INDICATED ON THE DRAWINGS AND / OR PREVENTION DEVICES ON ALL HARD-PIPED'FIXTURES AND SPECIFIED HEREIN.- APPLIANCES. THIS APPLIES TO REFRIGERATOR ICE MAKER(IF ANY) AND DISHWASHER. 5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT 6. CHECK VALVES MUST BE FURN15HED ON BRANCH"PIPING FOR HOT OF GONDITIONS.DETRIMENTAL TO-THE PROPER AND TIMELY AND COLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF COMPLETION OF THE WORK. DO NOT PROCEED W1TH THIS WORK VALE UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH CHECK VALVES MUST BE QUIET TYPE. PERFORMANCE OF WORK. 6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH SUFFICIENT LEAD TIME SO AS NOT TO DELAY WORK IN ANY MANNER. GAPPING, PIPING AND CONDUIT 1. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT 1 ALL ABANDONED PIPING AND :CONDUIT REMOVED FROM SERVICE NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE SHALL BE TERMINATED AND. GAPPED OFF AT THE NEAREST LIVE DORRMI 65rowsHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE INT.OR JUNCTION BOX. NO ABANDONED SERVICES SHALL JUST DAVID TURNER ARCHITECT, P.C. BE GUT AND LEFT IN PLACE WITHOUT REMOVAL BACK TO THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES "LIVE" POINT,AND PROPERLY TERMINATED TO MEET CODE. 450 SEVENTH AVENUE.SUITE 1907,NEW YORK,N.Y.10123 WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING (212)594-0840 FAX(212)594-1530 MANAGEMENT. PROJECT 9. THE GONTRAGT'OR SHALL COORDINATE ALL WORK PROCEDURES WITH THE REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING ELECTRICAL 1235 ISLAND VIEW LN MANAGEMENT. GREENPORT, N.Y. 10. THE CONTRACTOR_ SHALL BE RESPONSIBLE FOR THE PROTECTION 1. ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED Of': ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND SHEET INSTALL ADEQUATE 5HORING AND BRACING AFOR ALL STRUCTURAL 2, DUPLEX OUTLETS WITHIN 6FT OF SINKS ARE TO BE GE'GI TYPE. OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE GENERAL NOTES RE5PONSIBLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 5. ALL ABANDONED ELECTRICAL BOXES WITH REMAINING WIRING DURING THE EXECUTION OF THE WORK. ENTERING OR LEAVING SHALL REMAIN ACCESSIBLE WITH REMOVABLE COVERS. II. THE CONTRACTOR SHALL LAY OUT HI5 OWN WORK, AND SHALL I PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, EppR DATE 2=26-21 ELECTRICAL, ETC) 4. THE ELECTRIC PANEL AND INTERCOM PANEL CANNOT BE 111011 TUp��rF PROJECT No: RE-LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. �iG "N TR 12. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY DRAWING BY: PERSONS LICENSED IN THEIR PROFES51ONS, WHO SHALL ARRANGE RECEPTACLE, SWITCH, OR LAMP HOLDER BOXES SHALL BE CHKBY- 5. ALL REC FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. SET FLUSH TO FINAL FINISHED SURFACE. EXTEND EXISTING BOXES f * DWG NM 15. THE .CONTRACTOR SHALL DO ALL GUTTING, PATCHING, REPAIRING AS NECESSARY OR UTILIZE PLASTER RINGS OR OTHER DEVICES TO I �' AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE 15 IN A 1 O ■OO DRAWINGS ALL, AND A OTHER WORK THAT MAY BE REOUIRED TO PLACE BETWEEN BOXES AND FAGEPLATES. N .16�� COMPLETE THE JOB. '4 CAD FILE No: " 2 OF 15 r s LEOEI •F,> 77L] O EXISTING CONCRETE FOUNDATION WALL E___D REMOVALS AND DEMOLITIONS ® NEW EXTERIOR FRAME- PARTITIONS L I VI N& FOOM NEW INTERIOR PARTITIONS- WOOD STUDS i 16" O.0 WITH 1/2" WALLBOARD EACH SIDE O SMOKE / CARBON MONOXIDE DETECTOR II \ a C_flu<ITG�IEN , �`\ : 11 DAVID TURNER ARCHITECT, P.C. { - 18 II I 450 SEVENTH AVENUE,SUITE 1907,NEW YORK, N.Y.10123. i 7� li I (212)594-0840 FAX(212)594-1530 E Lam'-_ 1 -- I PROJECT - F=== ------ ,v 1235 ISLAND VIEW LN GREENPORT, N.Y. 1 SHEET FIRST FLOOR DEMOLITION EO Ar�C DATE: 2-25-21 T(/b._r�iT PROJECT No: FIRST FLOOR DDMOL TI ON PLAN �'9 DRAWING BY: CHK BY: SCALE 1/4" = 1'-O" * DWG No: A- 102 . 00 S q N :16�62 CAD FILE No: I OF 13 I 1 i • ' L I VI N6 ROOM E3 DROOM r- N a DAVID TURNER ARCHITECT, P.C. OY ll �I 450 SEVENTH AVENUE,SUITE 1907,-NEW YORK,N.Y.10123 -r�i 1-T�I�1 -_ (212)594-0840 FAX(212)594-1530 PROJECT E3DROOM 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET FIRST FLOOR CONSTRUCTION - o UP DATE: PROJECT No: T�IA �� DRAWING BY: CHK F I RST FLOOR DWG -" * DWG No: O" SCALE 1/4" = I'- A- 1 03.00 CAD FILE No: 4 OF 13 y Q,I-O II J 6 FAM I L1' ROOM 2 1 1- f 11 _ r DN - DAVID TURNER ARCHITECT, P.C. cfl 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y. 10123 (212)594-0840 FAX(212)594-153.0 NOO PROJECT 1235 ISLAND_VIEW LN GREENPORT, N.Y. SHEET SECOND FLOOR CONSTRUCTION DATE: Z—ZrJ-2I PROJECT No: (V '9 DRAWING BY: ' CHK BY: * DWG No: �I SE�0I ` D FLOOR A- 104 . 00 STq N • 16162 CAD FILE No: 5r,ALE 1/4" = P-0" 5 OP 13 i DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)594-1530 PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. ==37SHEET FRONT ON ELEVATION DATE: 2-25-21 FRONT ELEVATION � -cr PROJECT No: yV 9 DRAWING BY: SCALE 1/4" = P-O" CHK BY: r * DWG No: A- 105 . 00 CAD FILE No: 6 OF 15 - DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y. 10123 (212)594-0840 FAX(212)594-1530 b PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET -— REAR ELEVATION REAR/ 1ATER 51 1�)E ELEVATION ARDATE: 2-2=J-2I 5GALE 1/4" = V-O° � TURN Fps PROJECT No: Q Y DRAWING BY: I CHK BY: * DWG No: N A- 1 06 - 00 sq . 16A CAD FILE No: -7OF13 4 5 DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)594-1530 PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. i SHEET SIDE ELEVATION e Q AR Dare: d; E ELEVATION Cy� 2-25-21�G\ T(J/D._ �i� PROJECT No: �'9 DRAWING BY: 50ALE 1/4" = 1'-0" CHK BY: * DWG No: A- 1 07. 00 CAD FILE No: 8 OF 15 r. ASPHALT 51HINOLE ROOFING 5/8" PLYWOOD 5HEATHING - 2"xIO" ROOF RAFTERS a 24" O.G. I I I I OPEN CELL SPRAY—ON INSULATION. 10'-0 L---------------J I i 5/8 5HEETROCK L------ -----.-------------I r- FOUNOATION PLAN WOOD 51DING INJ BUILDING FELT OI 5GALE. 1'/4" = P—O" 5/8" PLYWOOD 5HEATHING 2" x 6" ,Q 1611 O.G. CONTINUOUS METAL FLASHING 2-2" x 6" PLATE I211 GONG. FOUNDATION DAVI D TURNER ARCHITECT, P.C. �. • •, 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 ' (212)594-0840 FAX(212)594-1530 PROJECT . . 411 CONCRETE'5LAB 1235 ISLAND VIEW LN w/ # Io wM GREENPORT; N.Y. 8 GRAVEL d, m —RIGID INSULATION (4' DEEP) SHEET ME '• FOUNDATION PLAN & DETAILS p _ PLACE (12" X 24") DATE: 2-25-21 -' CONCRETE FOOTING (5,500 P51) tEVARCy� `;'�•.,'•; <.:.e'` P ON UND15TURBED 501L Q�C��`' Tu Oro PROJECT No: F,9 DRAWING BY: # 4 CONTINUOUS CHKBY: REBARS 21-011 * DWG No: TYF I CAL SECTION A- 1 08 NOT TO 56ALE 4 16� CAD FILE No: a OF15 f I PRESSURE TREATED CANTILEVERED MEMBERS - 2" X 12" (P18" 00 ' 2-2X6" HEADER ABOVE FENESTRATION I I I I I 2" X 12" g l5" OG I I I I I I 5 8"x16" GLULAM - , , , , , , , , , , --------- I I I I I I I I I ------- ---=------=-- --------- I I I I I I I I I I ---------- ----------- - I I l l l l l l l l , -------_------------ -- I --------- I J I I I I I I I I ---------------------- ---- --------- �I I I I I I I II _ - -- ------ DAVID TURNER ARCHITECT, P.C. 450 SEVENTH I AVENUE SUITE 1907,NEW YORK,N.Y.10123 I II (212)594-08�40 FAX(212)594-1530 --------------- ------ 1I I I I III PROJECT --------- ( I --------------------- 1235 ISLAND VIEW LN -------= - GREENPORT, N.Y.- I l l l i l -- ------------------ jl III --------------------- SHEET SECOND, FLOOR FRAMING PLAN --------- i I I -j ---------------------- _-.. .... ..........- ` GOAD DATE: 2-2rJ"-21 TV�h,T PROJECT No: iI I F,9 DRAWING BY: 2-2"X6" HEADER J CHKBY: ABOVE 2- 2"X12" BOLTED (HEADER) ='� * DWG No: FENESTRATION 2" X '12" @)15" OG { � � � ' A- 1 -09 . 00 PRE55URE TREATED CANTILEVERED MEMBERS CAD FILE No: 10 OF 13 2" X 12" o 18" OG r f f 2"XS" @)24" OG 2" X 101, RIDGE .. r— --- --- -- ---- ------------------------ ------ — I I _ I I I I I ' I I I I I I I I I I I I I5X18 I I I I I. I I I I I I 1 I I I , I I I I I I ' I I I I - I I I I I I I I I I j � I I I I - 1 I C,L I I I I I I i I I I I I I I l I I DAVID TURNER ARCHITECT, P.C. - i 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)594-1530 I 1 PROJECT I I 1235 ISLAND VIEW LN GREENPORT, N.Y. i i - SHEET L- --� --- -- ------------------------------------ ------------------------------------ --- --_ _- ROOF FRAMING PLAN DATE: 2-25-2 1 - Q�G`�, ED Vpy7F� PROJECT No: F,9 DRAWING BY: CHK BY: * DWG No: - 4 N .161 A- 1 10 . 00 CAD FILE No: I I OF 15 • TILING SCHEDULE CONNECTION NAILING I. JOIST TO SILL OR GIRDER,TOENAIL 3-8d 2. BRIDGING TO JOIST,TOENAIL EACH END 2-8d H 16H JN I NE� 57RAP I NG AND CONNECTORS S. I"X-b"SUBFLOOR OR LESS TO JOIST,FACE NAIL 2-8d 4. WIDER THAN I"X 6"SUBFLOOR TO EACH JOIST,FACE NAIL 3-Bd THESE DETAILS HAVE BEEN DE51 SNED IN CONFORMANCE WITH THE S. 2°SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-I6d "NOOD FRAME CONSTRUCTION MANUAL (AN51/AF$PA WFCM -2001)" b. 50LE PLATE TO J015T OR BLOCKING,TYPICAL FACE NAIL Ibd® Ib"o.G. WIND SPEED OF 120 MPH SOLE PLATE TO JOIST OR BLOCKING,m BRACED WALL PANELS 3-Ibd PER 16" 'f. TOP PLATE TO STUD AND NAIL 2-16d 8. STUD TO SOLE PLATE 4-8d,TOENAIL OR 2-16d,END NAIL LA7ERAL FRAt-4 1 NG CONNECT 1 ON (TABLE 2.1) 9. DOUBLE STUDS,FACE NAIL Ibd®24"O.G. 10. DOUBLED TOP PLATES,TYP FACE NAIL Ibd® 16"o.c. BASE 4 TOP OF WALL DOUBLE TOP PLATES,LAP SPLICE 8-Ibd 2"x6" @) 16" O.G. (USE 1.35 MULTIPLIER) f IL BLOCKING BETNEEN J015TS OR TOP PLATES,TOENAIL 5-8d 12. RIM JOISTS TO TOP PLATE,TOENAIL - 8d®6'O.C. FOR 10' WALL5 157 P.L.F. 15. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-I6d (157) x (1.55) = 205.5 LBs. (SUCTION) 14. CONTINUOUS HEADER,TAO PIECES 16d® 16"O.G.ALONG EACH EDGE 15. CEILING JOISTS TO PLATE,TOENAIL 3-8d (� �� I ®®� ��I ��®�� 16. CONTINUOUS HEADER TO STUD,TOENAIL 4-8d U�L I ®N N i®N LOADS ( I L ) 11. GEILINS.FISTS,LAPS OVER PARTITIONS,FACE NAIL 3-Ib ` d NOT TO SCALE 18. CEILING JOISTS TO PARALLEL RAFTERS,FADE NAIL 3-16d ROOF/ GE I L I NS DEAD LOAD (9 10 PSF ROOF .1015T SPAC I NS (9 24" (USE 2.0 MULTIPLIER) 19. RAFTER TO PLATE,TOENAIL 3-ad ROOF JOIST $ WALL STUD SPACING I@ 16" (USE 1.33 MULTIPLIER) 20_ N BRACE TO EACH STUD AND PLATE,FACE NAIL 2-6d 12' SPAM = I SG 21. I°x8"SHEATHING OR LESS TO EACH BEARING,FACE NAIL 2-Od 24' 5PAM 506 DAVID TURNER ARCHITECT, P.C. 22. WIDER THAN 1•x8"TO EACH BEARING,FAGS NAIL 3-8d 450 SEVENTH AVENUE,SUITE 1907,NEW YOM N.Y.10123 23. BUILT-UP CORNER STUDS Ibd m 24"O.G. ROOF TO .WALL OF BEAM 18q x (2.0) = 578 LBs. (212)594-0840 FAX(212)594-1530 24. BUILT-UF GIRDER 6 BEAMS 20d®32"O.G.®TOP AND 306 x (2.0) = 612 LBs. - BOTTOM 6 STAGGERED 2-20d PROJECT io ENDS AND®EACH SPLICE WALL TO FLOOR TO WALL. ISq x (1.33) = 251 LBs: 1235 ISLAND VIEW LN 25. 2"PLANKS 2-16d®EACH BEARING 506 x (1.53) = 407 Las. GREENPORT, N.Y. 26. WOOD 5TRUGTURAL PANELS AND PARTICLEBOARD. SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMINSW=25.4 mm) -- I,2°AND LESS bd (5) SHEET �+ 1/8.-1 3/4" ad(4)OR6d(5) OUTI ®0<ER UFL I FT I 0A�� EI(TA E 2.2�) MISC. DETAILS 1 1 IOd(4) 8d(s) OUTLOOKER 5PAG I NS OF 24" O.G. COMBINATION N SUBFL.00R-UNDERLAYMENT(TO FRAMING)(I"-25.4 mm) 5/4"AND LESS bd (5) UPLIFT LOAD OF 744 LBs V/8"-1" 8d (5) - 1 1/5"-1 1/4" IOd(4)OR 8d(5) DATE: 2-25-2I tED�ARCN l�G� U ? 21. PANEL SIDING(TO FRAMING) T PROJECT No:`�' ��9� DRAWING BY: 1/2' OR LESS bd (b) 5/8" 8d (b) SILL FLATS TO FOUNDATION (TABLE 5.2A) CHK BY: �20. FIBERBOARP SHEATHING FOR A 2 STORY BUILDIN5 9 32' LENGTH USE MINUMUM 7 5/5" B DWG No:OLTS I/2° N0.I I GA. (6) A- 111 . 00 bd. (4)NO.16 GA. (4) 20/52" NO.11 GA. (0) 8d (4) CAD FILE No: NO. 16 GA. (4) 12 OF 13 c� r MODEL"MSC4"USE 10-16D NAILS "\\ ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-10D NAILS TO MODEL°CS20° RIDGE&26-10D NAILS TO VALLEY ATTACHED W/(4 RAFTERS AS PER MGF. 8d NAILS MIN.A 16 SPECIFICATIONS BOTH ENDS - RAFTER CONNECTOR lo, o° ° 16" o @.16"O.C. o 0 0 ° RIDGE '" - 0 MODEL"H2A" 0 0 \1 ROOF RAFTER -.ore °° °° 0 RIDGE ° o DOUBLE RIDGE TOP PLATE I 0)_ ° ° O ao ° 0 0 0 - 0 VALLEY RAFTER ' 00 201 (@,CATH-L CLGS.) WALL STUD 00 LSU26-(2x6), ° ° 0 VALLEY RAFTER 0 LSSU28(2x8,2x10&2x12) } 0 0 0 NOTE:THIS DETAIL IS UTILIZED WHEN WALL STUDS ALIGN DIRECTLY ROOF RAFTER W/RAFTER.WHEN RAFTER AND STUDS ARE NOT ALIGNED,USE CONNECTORS IN DETAIL"S2"&°T°ON THIS PAGE RAFTER-TO TOP PLATE TO STUD CONNECTION @ 16.O.C. RAFTER-TO-RAFTER VALLEY RAFTER-TO-RIDGE S UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/RAFTERS CONNECTION TYP.@ EACH RAFTER CONNECTION TYP. MODEL'H2A"BY SIMPSON STRONG TIE SCALE:N.T.S. MODEL CS"BY SIMPSON STRONG TIE SCAM:N.T.S. MODEL°MSC°BY SIMPSON STRONG TIE SCALE:N.T.S. MODEL LSU & LSU BY SIMPSON STRONG TIE i 1 DAVID TURNER ARCHITECT, P.C. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 (212)594-0840 FAX(212)594-1530 PROJECT " 1235 ISLAND VIEW LN GREENPORT, N.Y. H2SA / — a 'SHEET H2,5A MT MTS MISC DETAILS MTS MTS _ DATE: 2 25-21 •'� `S� ED4�. PROJECT No: DRAWING BY: o.' '• I �T� Q CHK BY. '..b. * NOT TO SCALE DWG No:I •w H25A K H TITEN 'HP ' ANC.,H®R A- 1 12 . 00 s N . 16, NOT TO 50ALE '� CAD FILE No: - - 13 0P 13 0 M a APPR V�EJD AS NOTED PLUMBER CfRTIFICATIOn DATE: 4` B.P.# ON LEAD CONTENT BEFOF-i- FEE: �m, BY: CERTIFICATE OF O'CCUPAA' NOTIFY BUILDING �-EP.4RTMENT AT SOLDERIUSED IN WATER 765-1802. 8 AM TO 4 PM FOR THE SUPPLY SYSTEM CANNOT FOLLOWING INSPEC T iONS: EXCEED 2110 OF.1%LEAD. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST -. -.PLUM;BjN.C,:j.: ,. BE COMPLETE T C 0, ,,LA11 PLUMBING WA$te-;` ALL CONSTRUCTIG''ry SHALL MEET THE y..ATER.L.INES NEtD' REQUIREMENTS OF THE CODES OF NEW ;Y:_�E:;�;,,;, YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS RE D AND CONDITIONS OF Blower door SOUTHOLD TOWN ZBA and ductwork BOARD testing required. SOUTHOLD TOWN TRUSTEES Ali- N.Y.S.DEC Must provide Manuals D,J and S as per OCCUPANCY OR NYS Energy Code USE IS UNLAWFUL Fire separation Wit UT CERTIFICI required as per OF OCCUPANCY NYS Code All exterior-lighting installed*replaced.oir repaired" RETAIN STORM WATER RUNOFF �� to Cliapteflt'`;% PURSUANT TO CHAPTER 236 FLOOD ZONE of the,Titiva Code OF THE TOWN CODE. COMPIYWITH CHAPTER"46" FLOOD DAMAGE PREVENTION SOUTHOLD-:TOWN CODE. r \ \ \ DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y.10001 (212)594-0840 \ \ \ PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET >, \\\ PLOT PLAN DATE: 5-25-22 7-26-21 \\ ` \\ 4�K'�,x��z• PROJECT No: DRAWING BY: k' \� FRAME SHED _ r CHKBY: ..,_ $�• DWG No: ,/ 5.2' A 100 . 02 NEW /' - - - - -- - - - �C� •'�� CAD FILE No: \ / \^oj d�d�!E�►N'� 1 7 DRYWELL / \/p/ (SEE DETAIL) -J\ APR 0.6 2022 0 �' \ \ 7I� BUILDING DEPT. $6� . \ TOWN OF SOUTHOLD \61 EXISTING RESIDENCE p9\9 '�D \ SECOND FLOOR EXTENSION /' •Z� hoc DISTRICT: I000 SECTION: 05-1 BLOCK: 02 \ LOT: I8 U FLOOD ZONE (AE-6) \ ALL NEW ELECTRIC, MECHANI GAL PLUMBINGFLOT FLAN \, TO BE INSTALLED AT &' ELEVATION OR HIGHER NO SCALE -* rovt'de. plywooJ shu44ePT- • r �w �aZt n DRY wELL INLET FIFA ��❑�� ❑� �� 51J I LD I Nr_-7 WALL ROOF AREA SPLASH BLOCK 3-7.55' X 21.0' + 2' X 24' = 1,045.Q5 SF 2" RAIN = 1.24 GAL/SF j I I CUBIC FOOT = 7.48 GAL. I ROOF LEA�Efi� G�� V�ll T'H 1�OGK 1,045 X 1.24 X 0.15 = 1,251.01 GAL I VOLUME OF 5' DIAMETER X 4' DEEP DRYWELL = 200.1 i6 CUBIC FEET 200.g6 CUBIC FEET X 7.48 = 1,505 GAL 6" FILL 1,503 > 1,231 I I ORIGINAL GRADE MIN — 2 MA CONCRETE COVER CONCRETE °° o°,° FERFORATED DRAIN FIFE \\ °� \� FROM SWALE DRAIN �\ °°S \\\ 0,°° °° ° \\i DAVID TURNER ARCHITECT, P.C. MIN.. ° ° ° \\\ 366 WEST 30TH STREET,,FIRST FLOOR,NEW YORK,N.Y. 10001 BACK -FILL MATERIAL TO �\ _ \\\ (212)594-0840 BE GLEAN SAND POND I GRAVEL >\ oo I" v� z \\\ PROJECT ° _11 °° / \/ ��`o� 01 ° °° °°° ° ° \\j 1235 ISLAND VIEW LN ° ° ° ° GREENPORT, N.Y. Al /i//i//i//i.//i.//i,//�//i i. //i.� WATER LINE SHEET 6' MIN. PENETRATION INTO A VIR61N STRATA OF SAND DRYWELL DETAIL GRAVEL •� DATE: 5-25-22 PROJECT No: DRAWING BY: 7 +' CHK BY: DR'NrV�❑LL DETAIL J i DWG No: NOT TO SCALE A- 1 01 . 00 r CAD FILE No: 2 OF 1-1 LEOEI D O EXISTING CONCRETE FOUNDATION WALL E---:] REMO\/ALS AND DEMOLITIONS 77L] LIVING R00M All construction shall ccrnply with the 2020 NYS Residential code O XL) FF II \ O �ITG #�N II��\__ �1 I DAVID TURNER ARCHITECT, P.C. II II 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 II 7� II I (212)594-0840 PROJECT 1235 ISLAND VIEW LN \ GREENPORT, N.Y. I \ I I ___ _ SHEET FIRST FLOOR DEMOLITION DATE: 5-25-22 2-25-21 PROJECT No: FIRST FLOOR DE1�f0L T ON PLAN DRAWING BY: CHK BY: SCALE 1/4" = 1'-0" �`� ,c. �r DWG No: Hof A- 1 02 . 00 �•�� ' CAD FILE No: LEOE I D O EXISTING CONCRETE FOUNDATION WALL Ai ® NEW EXTERIOR FRAME WALLS. 2" X 6" 16" OC. WITH 5/4" PLYWOOD SHEATHING R-20 MINIMUM INSULATION WITH EITHER ® "ROCKWOOL" 6.5" R-25 OR 5" OF CLOSED O CELL SPRAY FOAM INSULATION. ® NEW INTERIOR PARTITIONS- WOOD STUDS 9 16" O.G WITH 1/2" WALLBOARD EACH SIDE 1 I\/INO ROOM SMOKE / CARBON MONOXIDE DETECTOR O Ai O O EMERGENCY 5EDR®®M E(5RESS ® BOTH BEDROOMS COMPLY WITH R 510.1 ® DOUBLE HUNG WINDOWS WITH A CLEAR OPENING OF GREATER THAN 5.-1 SF AT THE BOTTOM SASH. O A - _ CA— O Ai DAVID TURNER ARCHITECT, P.C. CTO 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10123 - _ �I�,�ll�N (212)594-0840 1—T PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. tie sk SHEET FIRST FLOOR CONSTRUCTION _ O AUP -° - ,/ `�'''�� DATE: -25-22 .2-2r✓-21 ��—oil ✓. ;��oa , ��f•' D °s PROJECT No: DRAWING BY: i—o ii �Q CHK BY: RST FLOOD a �� G DWG No: SCALE 1/4" = 1'-O O �� A- 103 . 00 �� CAD FILE No: 4 OF 1-7 1 NF- N L I OHT FIXTURES q0 % TO BE HIGH EFFIGENGY FIXTURES - AE3 O A EMER6ENG`1' BE12ROOM EORE55 -BEDROOM GOMPL I E5 -W I TH R 51 O.I DOUBLE HUNG WINDOW WITH A CLEAR OPENING OF GREATER THAN 5.7 5F AT THE BOTTOM SASH. I�Y. BOOM 2-1'--r" _ r DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK, N.Y.10001 OO (212)594-0840 PROJECT O _ � � OOM 1235 ISLAND VIEW LN w O GREENPORT, N.Y. SHEET SECOND FLOOR CONSTRUCTION DATE: 5-25-22 2-25-21 INK � �Q PROJECT No: ------------ (� DRAWING BY: VIAA CHK BY: TEMPERED GLAZING DWG No: SEC,,OND FLOOR A5 . �,� � A- 1 04 . 00 CAD FILE No: SCALE 1/4" = I'-O" 5 OF I-7 ASPHALT SHINGLE ROOFING I ilia WOOD SIDING DAVID TURNER ARCHITECT, P.C. ■ 366 WEST 30TH STREET,FIRST,NEW YORK,N.Y.10001 (212)594-0840 L1 LILI- PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET SIDE ELEVATION SEAL AND SIGNATURE DATE: 5-25-22 2-25-21 �d - PROJECT No: Sll:;)E ELEVATION :� � X)y f.. ''j-' � : DRAWING BY: SCALE 1/4" = 1'-O° i'b`1} CHK BY: DWG'No: *z A- 1 05 . 00 '�`� �� CAD FILE No: 0 OF 17 WOOD SIDING i DAVID TURNER ARCHITECT, P.C: 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 110 S PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET REAR ELEVATION REAR/V 1ATER �E ELEVATION ,:,. � �A DATE: 3-2�✓-22 2-2J-21 �� >a PROJECT No: SGAL.E 1/4u = I —O ��D pGl+ DRAWING BY: .c CHK BY: a� DWG No: fif A 106 . 00 CAD FILE No: OF 1 7 WOOD SIDING DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y.10001 (212)594-0840 PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. SHEET FRONT ELEVATION DATE: 5-25-22 2-25-21 PROJECT No: FRONT ELEVATION DRAWING BY: SCALE 1/4" = I -O (i CHK BY: DWG No: S i A- 1 07 . 00 wy� CAD FILE No: (b OF 17 LIM OAK TREADS WITH +- 1 8 I"1NOSING ( STAIN ) - IS T IO 14 THK. YELLOW FINE R15ER ( FAINT , GRADE ) - r YELLOW PINE STRINGER ( FAINT GRADE ) I " THK. TREAE)=RISER ELEVATION � STAIR SECTION w DAVID TURNER ARCHITECT, P.C. O-- 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 PROPOSED 2ND FLOOR (212)594-0840 PROJECT 1235 ISLAND VIEW LN GREENPORT, N.Y. z - SHEET CROSS SECTION & STAIR DETAILS EX 15T1 NG 15T FLOOR DATE: 5-25-22 2-25-21 m� C }; �•4 PROJECT No: DRAWING BY: 1 1 9`fit _ (�; �11�T• CHK BY: DWG No: �R0ss SEA -1- ON A- 1 08 . 00 SCALE 1/4" = 1'-0" ------------------------------------------------------------------------------------------- � .` CAD FILE No: 1�fOFI-i PRESSURE TREATED GANTILEVEREID MEMBERS LIVE LCAE;)S 2" X 12" g 15" OG FLOORS 40 LBS PER SF ' 2-2X8" HEADER W/ BOLTED FLITCH PLATE ABOVE FENESTRATION ROOFS 50 LB5 PER SF 2" X 12" @)18" OG STAIRS 40 LB5 PER 5F 5 8"X16" 6LULAM EXTERIOR BALCONIES 60 LB5 PER 5F I I I WIND LOAD 130 MPH SNOW LOAD 20 L55 PER SF SEISMIC 0A7A6ORY B ------- ------------- --------- I . ---------- ----------- 1I ---------------------- ---------------------- I --------- I I I I ' ( I I I I I ---------------------- --------- --------------------- — --------- - --------------------- - - - _ -- - - - I - - - - - , - - , - - - - - - - - - - - - - �� II DAVID TURNER-ARCHITECT, P.C. ----------------- - - 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 - - (212)594-0840 PROJECT _-_-_-- - I I I I I I - - - - --_--------_ 1235 ISLAND VIEW LN GREENPORT, N.Y. --------- I I I I _ --------------------- SHEET -—-—-—-—- I I I I I I I I II --------------------- --------- SECOND FLOOR FRAMING PLAN SEAL ANC U E DATE: 5-25-22 2-25-21 <� . PROJECT No: r,k DRAWING BY: 2-2"X 8" HEADER W/ ; ' �N HK BY: BOLT FLITCH PLATE I I I I 2- 2"X12" BOLTED (HEADER) 'r:: :< ABOVE i i i i _ � y,t.: DWG No: FENESTRATION 2" X 12" @ 18" OG ,f� A- 1 0 PRESSURE TREATED CANTILEVERED MEMBERS yY-- CAD FILE No: 10 OF 13 2" X 12" ®15" 00 2 XIO g24 O .21, X 101, RIDGE - - - - r- --- --- -- ---- -------------- - -- ------ -- --------------------------------- --- -i--- --- I � - - I I I I I - I I I I I I I I I I - I 2X10 I I I I I I I _ I I I ROOF D I AFHRAM FRAMING FOR 150 MPH W INS AS PER 2018 WFGM (5.5.5) I I - I I I � I I I ' I I I I GLI I - I I I I ' - - - - -- DAVID TURNER ARCHITECT, P.C. I I I I - I I 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 I I I I (212)594-0840 I I PROJECT 1235 ISLAND VIEW LN I GREENPORT, N.Y. 'I I - - SHEET IT-1___ ___ __ ____________________________________ ---------------------------------___ ___ __- --_ ROOF FRAMING PLAN SEALBR � ra3' _ DATE: 2-25-21 � � PROJECT No: DRAWING BY: s, 3 CHKBY: ° .,`f�- �� DWG No: A- 1 10 . 00 CAD FILE No: 11 OF 15 ASPHALT SHINGLE OFING 5/8" PLYWOOD ATHING 2"xIO" ROOF RAFTER @ 24" O.G. 5" OPEN CELL SPRAY-ON INSULATION (R-40). I I 1 0 ROCKWOOL R=23 5 1/2" BATT OR - 5" CLOSED CELL INSULATION R-20 OR Kraft R-55 (12.5") ED (R-40). 14 -O 1O -oil - - i - L---------------- 5/8" SHEETROGK I I - L-------------------------j 101 .211 o WOOD SIDING W./ BUILDING FELT -' 5/8" PLYWOOD SHEATH I NG — FOUNDATION PLAN - SCALE 1/4" = 1'-0" 2" x 6" @ 16" O.G. CONTINUOUS ME ING 2-2" x 6" PLATE 12" GONG. FOUNDATION DAVI D TURNER ARCHITECT, P.C. All,� 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y.10001Lo _ (212)594-0840 I all m III Mo, PROJECT 4" CONCRETE SLAB 1235 ISLAND VIEW LN '"/ # 1O WM GREENPORT, N.Y. 8 GRAVEL 0 d SHEET m ME- RIGID INSULATION (4' DEEP) FOUNDATION PLAN & DETAILS p PLACE (12" X 24") DATE: 5-25-22 2-25-21 CONCRETE FOOTING (5,500 PSI) - ° ON UNDISTURBED SOIL p� T �f i� PROJECT No: �/tIf I�. DRAWING BY: # 4 CONTINUOUS q, �F CHK BY: REBARS 2 1-0 1 - - `�: s _ '� �► �'�'trT DWG No: { . A- 1 11 . 00 T--r C L S E(� T O N ?� ' 82 - CAD FILE No: NOT TO SCALE �� '�� OF 15 NOTE FIXTURES ON 5EGOND FLOOR ARE NEW RAND FIXTURES ON THE FIRST FLOOR ARE EX51 T I NCB I ---- VENT RISER II 2 i I I I � I I � ' � I - I I LAB/ - I TUB -- -- - - I ' SHOWER 411 _ - - I • 4 11 I � I VENT RISER I � D.W. 2 COMP. SINK LAY ' LAV DAVID TURNER ARCHITECT, P.C. I W/CiL I I W/C i 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 - SHOWER (212)594-0840 F.IRST FLOOR PROJECT ' 1235 ISLAND VIEW LN GREENPORT, N.Y. I � _ EXIST F `A57E STA(f,< I SHEET PLUMBING RISERS 15 ATE: 3-25-22 2-25-21 Hr19A`��i PROJECT No: RISER A O R A�vl DRAWING BY: � ,ti__. � �n CHK BY: NOT TO SGALE ram: DWG No: 162 A- 1 12 . 00 CAD FILE No: � OF 13 NIN�ON 5�HEDULE OT1' SIZE T"rFE F I N I SH SFEC I F I GAT I ON REMAR<S W. x H. 7 EXISTING 2 1 31-011 x 51-011 DOUBLE HUNG VINYL-GLAD WOOD VINYL-GLAD ANDERSEN 3 2 6'-O" x 5'-0" GA5EMENT VINYL-GLAD WOOD VINYL-GLAD ANDERSEN 4 1 3'-0" x 4'-0" DOUBLE HUNG VINYL-GLAD WOOD VINYL-GLAD TEMPERED GLAZING 5 5 3'-011- x 5'-0 " DOUBLE HUNG VINYL-GLAD WOOD VINYL-GLAD ANDERSEN DOOR 5 EDP E DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 tip (212)594-0840 - ®O�S I DAME m SET ��MS PROJECT SIZE MAT'L FINISH MATERIAL FIN15H. THR. WIDTH HEIGHT GK 1235 ISLAND VIEW LN A ExI5T1NO TO REMAIN - GREENPORT, N.Y. B 2'-5" 6—e5" 1-5/4" WOOD SHEET G 3'-O" 7'-O" 1-5/4" WOOD ENTRY DOOR D a'-O" 7'-O" GLASS DOOR & WINDOW SCHEDULE - E 6'-0" 71-0 GLASS - F 6'-O" 6'-5" 1=3/4" WOOD - G 2'-5" 6-8" 1-5/4" WOOD " .H 2'-8" 6-5" I-3/4" WOOD DATE: 3-25-22 2-25-21 ,�•'Trc':' 4yy - -- - PROJECT No: DRAWING BY: y'AL " ��e CHK BY: ' kl DWG No: �o � A- 1 13 . 00 CAD FILE No: 15 OF 15 MODEL"MSC4"USE 10-16D NAILS ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-10D NAILS TO MODEL"CS20" RIDGE&26-1 OD NAILS TO VALLEY ATTACHED W/(4) RAFTERS AS PER MGF. 8d NAILS MIN.AT �16"� SPECIFICATIONS BOTH ENDS RAFTER CONNECTOR I o o o- o 0 16 0 0 @ 16"O.C. ° o 0 0� _ - ° _ RIDGE e o MODEL"H2A" c ROOF RAFTER °° ° \l /o °o m ° o o € RIDGE --- --- ----- -- -- - -- o ° RIDGE DOUBLE TOP PLATELl 0 0 1 0 - VALLEY RAFTER 0 0 ° o o (@ CATH'L CLGS.) WALL STUD 00 LSU26-(2x6), ° ° - 0 VALLEY RAFTER 0 - LSSU28(2x8,2x10&2x12) 0 0 0 NOTE:THIS DETAIL IS UTILIZED WHEN WALL STUDS ALIGN DIRECTLY ROOF RAFTER W/RAFTER.WHEN RAFTER AND STUDS ARE NOT ALIGNED, USE CONNECTORS IN DETAIL"S2"&"T"ON THIS PAGE RAFTER-TO-TOP PLATE TO STUD CONNECTION @ 16"OC RAFTER-TO-RAFTER VALLEY RAFTER-TO-RIDGE C� WHEN STUDS ALIGN WITH RAFTERS CONNECTION TYP. @EACH RAFTER CONNECTION TYP. _ J MODEL "G5"V"L5U" BY SIMPSON STRONG TIE MODEL H2,4 BY 51MPSON STRONG TIC MODEL "MSG" BY SIMPSON STRONG TIE DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH'STREET, FIRST FLOOR,NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1235 ISLAND VIEW LN ,1 GREENPORT, N.Y. H2,5A SHEET H2,5A MT MTS e , MISC DETAILS MTS MTS DATE: 5-25-22 2-25-21 PROJECT No: V. HuiR. DRAWING BY: CHK BY: NOT TO SCALE DWG No: H2 5A N I TH T I TEN 'HD ANC_,,H0R 162.�� A- 1 14 . 00 NOT TO SCALE O ! ` ��,� CAD FILE No: 13 OP 13 NAILING SCHEDULE CONNECTION NAILING I. JOIST TO SILL OR GIRDER,TOENAIL 3-ad 2. BRIDGING TO JOIST,TOENAIL EACH END 2-ad H 10H P T I I ` D STRAF I I `O A NI:;) C0N NEC,,T0R5 3. 1"X b"5UBFLOOR OR LE55 TO JOIST,FACE NAIL 2-ad 4. WIDER THAN I"X 6" 5UBFLOOR TO EACH JOIST,FAGS NAIL 3-ad THESE DETAILS HAVE BEEN DESIGNED IN CONFORMANCE WITH THE -- - "WOOD FRAME CONSTRUCTION MANUAL (ANSI/AF�PA WFCM -2018)" • 5. 2" SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-16d WIND SPEED OF 130 MPH • 6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL Ibd 9 Ib"O.G. • SOLE PLATE TO JOIST OR BLOCKING, BRACED WALL PANELS 3-I6-d PER 16" -1. TOP PLATE TO STUD AND NAIL 2-Ibd b. STUD TO SOLE PLATE 4-5d,TOENAIL OR 2-I6'd,END NAIL 9. DOUBLE STUDS,FACE NAIL Ibd o 24"O.G. LATERAL FRA1" I N O C O N E(�:,T I O (TAE3LE 2 . 10. DOUBLED TOP PLATES,TYP FACE NAIL Ibd 0 16"O.G. BASE $ TOP OF WALL DOUBLE TOP PLATES,LAP SPLICE b-Ibd 2"x&" g 16" O.G. (USE 1.33 MULTIPLIER) II. BLOCKING BETAEEN JOISTS OR TOP PLATES,TOENAIL 3-ad 12. RIM JOISTS TO TOP PLATE,TOENAIL ad 9 6"O.G. FOR) 10' WALLS 15-T P.L.F. 15. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d (15-7) x (1.33) = 208.5 LBs. (SUCTION) 14. GONTINUOU5 HEADER,TWO PIECES Ibd 9 16"O.G.ALONG EACH EDGE 15. CEILING JOISTS TO PLATE,TOENAIL 3-501 H U�a 0-2 /S „F S O i i \ 16. CONTINUOUS HEADER TO STUD,TOENAIL 4-5d UPLIFT �0 N N E�T I 0 N L 0 A�5 (TA E3 L.E 2 .2 A) G) \( IMI II\�IL/J 1-7. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 3-16d NOT TO SCALE 15. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 3-I6d ROOF/ GE I L I NG DEAD LOAD ® 10 PSF - ROOF JOIST SPAG I NG (g 24" (USE 2.0 MULTIPLIER) 19. RAFTER TO PLATE,TOENAIL 3-ad FLOOR JOIST $ WALL STUD SPAG I NCG @ 16" (USE 1.53 MULTIPLIER) 20. 1" BRACE TO EACH-STUD AND PLATE,FACE NAIL 2-ad 12' SPAM = 151 f 21. I"xa"SHEATHING OR LE55 TO EACH BEARING,FACE NAIL 2-ad 24' SPAM = 506 DAV I D TURNER ARCHITECT, P.C. 22. WIDER THAN I"x5"TO EACH BEARING,FACE NAIL 3-ad 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y.10001 25. BUILT-UP CORNER STUDS Ibd 0 24"O.G. ROOF TO WALL OF BEAM 18cf x (2.0) = 5-78 LBs. (212)594-0840 24. BUILT-UP GIRDER 4 BEAMS 20d 9 52"O.G.9 TOP AND 506 x (2.0) = 612 LBs. BOTTOM 4 STAGGERED 2-20d PROJECT 9 ENDS AND 9 EACH SPLICE WALL TO FLOOR TO WALL 18q x (1.55) = 251 LBs. 1235 ISLAND VIEW LN 25. 2"PLANKS 2-Ibd 9 EACH BEARING 30C x (1.33) = 40-7 LBs. - GREENPORT, N.Y. 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. 5UBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(I"=25.4 mm) 1/2"AND LESS 6d (5) SHEET 14/32"-3/4" ad(4)OR bd(5) OUTLOO<ER LPL I FT LOADS (TA5LE 2 .2�) -7/8„ - I„ -_ . - - _ ad (5) - . MISC. DETAILS 1 1/5"- 1 1/4" IOd(4) OR ad (5) OUTLOOKER SPAG I NCG OF 24" O.G. COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMIN6)(I"=25:4 mm) 3/4" AND LESS bd (5) UPLIFT LOAD OF -744 LBs ad (5) 1 1/5"- 1 1/4" IOd(4) OR ad (5) DATE: -Z�J-22 2-2�J-2I PROJECT No: 2-7. PANEL 51DING(TO FRAMING) nos° 1/2" OR LE55 bd (b) p� ►r DRAWING BY: ad (b) SILL FLATS TO FOUNDATION (TAE3LE 5.2A) ; CHKBY: ?' 28. FIBERBOARD SHEATHING niI DWG No: Y FOR A 2 STOR BUILDING @ 52' LENGTH USE MI NUM 7 UM 5/8" BOLTS ` ' ` 1/2" NO. II GA. (6) f o � A- 115 . 0 0 r NO. 16 GA. (9) 's' 20/32" NO. II GA. (6) eS'� , 62 ad (4) f,CIWA/Y CAD FILE No: I-7 NO. 16 GA. (4) Now GENERAL NOTES I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW PLUMBING YORK STATE AND LOCAL BUILDING CODE, FIRE DEPARTMENT REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION I. ALL PLUMBING WORK MUST BE PERFORMED•BY A LICENSED MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY PLUMBER REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NYS ENERGY CONSERVATION AND CONSTRUCTION CODES. THE M05T 2. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER, t STRINGENT SHALL APPLY. AND BACK TO THE WASTE/VENT STACK. NEW SHUT—OFF VALVES SHE— BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL WITH DI—ELECTRIC FITTINGS AS REQUIRED. REQUIRED CERTIFICATES OF INSURANCE W1TH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES 5. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES. THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A SHOAM. THE FIELD PRIOR TO COMMENCING WORK AND SHALL REPORT ANY DISGREPENGIE5 BETWEEN DRAWINGS ANF FIELD CONDITIONS TO THE 4. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE ARCHITECT. FREE OF OBSTRUCTION. 4. FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT 5 yJATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW AND 5ERVIGE5 NECE55ARY AND REQUIRED TO COMPLETE ALL WORK PREVENTION'DEVICES ON ALL HARD—PIPED FIXTURES AND IN THIS SECTION AS INDICATED ON THE DRAWINGS AND / OR SPECIFIED HEREIN. APPLIANCES. THI5 APPLIES TO REFRIGERATOR ICE MAKER (IF ANY AND DISHWASHER. 5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT 8. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY AND COLD WATER SUPPLY ADJACENT TO MASTER SHUT—OFF COMPLETION OF THE WORK. DO NOT PROCEED WITH TH15 WORK VALVES. UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH CHECK VALVES MUST BE QUIET TYPE. PERFORMANCE OF WORK. 6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS V41TH SUFFICIENT LEAD TIME SO AS_NOT_TO. DELAY WORK IN ANY MANNER. GAPPING PIPING AND CONDUIT 1. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT 1. ALL ABANDONED PIPING AND CONDUIT REMOVED FROM SERVICE NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE SHALL BE TERMINATED AND GAPPED OFF AT THE NEAREST LIVE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE JOINT OR JUNCTION BOX. NO ABANDONED SERVICES SHALL JUST DAVID TURNER ARCHITECT, P.C. DRAWINGS. BE OUT AND LEFT- IN PLACE WITHOUT REMOVAL BACK TO THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES "LIVE" POINT, AND PROPERLY TERMINATED TO MEET CODE. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y.10001 WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING (212)594-0840 MANAGEMENT. PROJECT 9: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES �235 ISLAND VIEW LN WITH . DI THE REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING ELECTRICAL MANAGEMENT.-- G REEN PO RT, N.Y. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION I. ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND SHEET INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL '2. DUPLEX OUTLETS WITHIN &FT OF SINKS ARE TO BE GE`GI TYPE. GENERAL NOTES OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RE5PONSIBLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 5. ALL ABANDONED ELECTRICAL BOXES WITH REMAINING WIRING DURING THE EXECUTION OF-THE WORK. ENTERING OR LEAVING SHALL REMAIN ACCE551BLE WITH REMOVABLE COVERS. II. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL DATE: 3-26-22 2-26-21 PROVIDE ALL DIMEN51ONS REQUIRED FOR OTHER TRADES (PLUMBING, 4. THE ELECTRIC PANEL AND INTERCOM PANEL CANNOT BE ELECTRICAL, ETGJ o PROJECT No RE—LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. J DRAWING BY- _,AL PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR PROFESSIONS, WHO SHALL ARRANGE 5. ALL RECEPTACLE, SWITCH, OR LAMP HOLDER BOXES SHALL BE �1t �,p `!�- CHKBY- FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN—OFFS. SET FLU5H TO FINAL FIN15HED SURFACE. EXTEND EXISTING BOXES p t WG NO: 13. THE CONTRACTOR SHALL DO ALL GUTTING, PATCHING, REPAIRING AS NECE55ARY OR UTILIZE PLASTER RING5 OR OTHER DEVICES TO r rc `' C`kE AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE IS IN �� cp �,,9r, A 116 . 0 0 DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO PLACE BETWEEN BOXES AND FAGEPLATES. \ COMPLETE THE JOB. + Q� �6162 CAD FILE No: iN�{ 17 OF 17