Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
37957-Z
Ftt(,1 Town of Southold Annex 5/16/2014 P.O.Box 1179 • 54375 Main Road ' ► Southold,New York 11971 { ` CERTIFICATE OF OCCUPANCY No: 36926 Date: 5/16/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 280 Sound Ave, Peconic, SCTM#: 473889 Sec/Block/Lot: 67.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/11/2013 pursuant to which Building Permit No. 37957 dated 4/19/2013 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: ADDITIONS AND ALTERATIONS INCLUDING A COVERED PORCH ON EXISTING DECK AND SECOND FLOOR BALCONIES TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR AS PER ZBA DECISION 6619 DATED 01/17/2013. The certificate is issued to Hirschhorn,Michael&Martinez, Jimena (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37957 04-30-2014 PLUMBERS CERTIFICATION DATED 05-12-2014 Br' 's Plumbing&Heating. Inc. t riz Sign ure T -t TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN CLERK'S OFFICE �t SOUTHOLD, NY � {ti 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#: 37957 Date: 4/19/2013 Permission is hereby granted to: Hirschhorn, Michael & Martinez, Jimena 307 Sterling PI Brooklyn, NY 11238 To: Additions and alterations to an existing single family dwelling per Sotuhold Town ZBA and NYS DEC approval, and Trustee Non-Jurisdiction letter. At premises located at: 280 Sound Ave,. Peconic SCTM # 473889 Sec/Block/Lot# 67.-1-7 Pursuant to application dated 4/11/2013 and approved by the Building Inspector. To expire on 10/19/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $536.00 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $686.00 i uilding Inspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. �� l —� New Construction: �Oldd or Pre-existing Buildiinng� (check one) Location of Property: QJ House No. /Street /f Hamlet Owner or Owners of Property: !�7/I�GCk.�l� 1 // /(C�Gc.,�cJ✓ Suffolk County Tax Map No 1000, Section Block �� Lot Subdivision ,✓ Filed Map. /J Al— Lot: /.� Permit No. 3 2 cZ__6 / Date of Permit. Applicant: ----- Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Oy Applicant Signature pF SO�jyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. ox 117 Q roger.riche rt(a�town.southo Id.ny.us Southoldd,,NY 11971-0959 �` � �� oI�IOU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hirschhorn Address: 280 Sound Ave City: Peconic St: NY Zip: 11958 Building Permit#: 37957 Section: 67 Block: 1 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Shaw Electric Inc License No: 33381-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 36 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 8 Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures 47 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches R30 Twist Lock Exit Fixtures TVSS Other Equipment: 2-combination smoke/co detectors, 4-paddle fans, 1-exhaust fan Notes: Inspector Signature: Date: April 30 2014 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. -�/ ' � Owner: f-i I t S 4o-r Al (Please print) Plumber: 6114N S ,W,# ot L/,,-�.r C (Pl6ase print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. J umbers Si ture) Sworn to before me this 1`) day of t'Y" �, 20 Notary Public, St*-+{'a I k- County �= NANCY S SARTOW Notary Public-State of New York N0.01BA6246841 Oualified in Suffolk un My Commission Expires r4f so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: I DATE - - INSPECTO BRIAN'S PLUMBING&HEATING INC 5-6-14 33 MEADOW LANE RIVERHEAD NY 11901 OFFICE/FAX 631-591-0489 TO:VANDUZER GAS CO JOB NAME: HIRSHORN 280 SOUND AVE PECONIC I certify that all gas piping is complete,and has been tested at 20psi for 48 hrs.the stove and two water heaters are hooked up and ready to go.Any questions please call License#43323-mp Thank you Brian Cucchi Owner i �5-7 pf SOpT�o rnu�n, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 0 - . REMARKS: dr • �/�-,•� /� Lam' DATE / INSPECTOR �� ho��oF so�lyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] RO H PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -�►�-�- r 7• DATE INSPECTOR r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST [ ] R GH PLUMBING [ =DATION 2ND [V 7INSULATION NG /STRAPPING FINAL FIREPLACE & CHIMNEY F�l SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION V FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) E CTRICAL (FINAL) ,!�fi CODE VIOLATION [vTCAULKING REMARKS: 00, D A T E 7//44 - INSPECTOR 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND �INATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS:- DATE - INSPECTOR 1:4 Il 12 Q 4 � 1 1' • If rr /1 1 ��� .Iii ! _• FffffAJ - �� PO I VIM .+ , i � � .��._!.R-��_�—Tam%�•� � MIS STATE ENERGY CODE SM wj ME Pill For 111111 MAMMA WIM r r r r i NTS FOR r 1 MIA MAN M FA m►�� A ice•! is Pill] 1 TOWN OF°SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUIL-DING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3.�-9_ Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_� t Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ZO ,20 l ------ Building t1spector APR 1 2013 LICATION FOR BUILDING PERMIT r. Date April 4 2013 -— -- — INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code, housing code,and regulations,at}ti to admit authorized inspectors on premises and in building for necessary inspections. SN/rylo') ignature of applicant or name,if a corporation) Suffolk En Aronmental consulting,Inc.P.O.Box 2003,Bridgehampton,NY,11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is Agent for the Owner. Name of owner of premises Michael J.Hirschhorn (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 280 Sound View Avenue Peconic House Number Street Hamlet County Tax Map No. 1000 Section 067 Block 01 Lot 007 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Residential b. Intended use and occupancy Single Family Residential 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work 4. Estimated Cost$65,000 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor 3 on the first floor 1 on second If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front 28.3' Rear 28.6' Depth 59.6' Height 1 story Number of Stories' story Dimensions of same structure with alterations or additions: Front 28.3' , . "ROar 28.6' Depth 59.6' Height 2 stories Number of Stories 2 stories 8. Dimensions of entire new construction: Front 21.9' Rear 21.9' Depth 26.1' Height 15' Number of Stories' story 9. Size of lot: Front 50' Rear 51.36' Depth 393'to the north 381'to the south 10. Date of Purchase 02/10/2012 Name of Former Owner John&Peter Terranova 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES XX NO 13. Will lot be re-graded? YES NO XX Will excess fill be removed from premises?YES NO XX 14.Names of Owner of premises michaB'J.Hirsehhom&AmenePMartnez Address 307 Sterling Place;Brooklyn Phone No. 631-537-5160 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) James F.Laird being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. SwA before me this day of C 20 /3 /Notary Public Signature of Applicant Matthew D. (vans Notary Public of New York No, 01 IV6053859 Oualified in Suffolk County Commission Expires January 22, 20/1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 10 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved ,20 Mail to: Disapproved a/c_4 </ Phone: Expiration 20 " I 1 �� Building Inspector � h� � U ,I� l` ov _ PLICATION FOR BUILDING PERMIT oE Date October 25th � 2012 �ioc, �T. INSTRUCTIONS n� niD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Suffolk Environmental Consulting,Inc.P.O.Box 2003,Bridgehampton,NY,11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is Agent for the Owner. Name of owner of premises Michael J.Hirschhorn (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 280 Sound View Avenue Peconic House Number Street Hamlet County Tax Map No. 1000 Section 067 Block 01 Lot 007 Subdivision Filed Map No. Lot (Name) 7. Dimensions of existing structures, if any: Front 28.3' Rear 28.6' Depth 59.6' Height 1 Story Number of Stories' Story Dimensions of same structure with alterations or additions: Front 28.3' Rear 28.6' Depth 59.6' Height 2 Stories Number of Stories 2 Stories 8. Dimensions of entire new construction: Front 21.9' Rear 21.9' Depth 26.1' Height 15' Number of Stories 1 story 9. Size of lot: Front 50' Rear 51.36' Depth 393'to the north 381'to the south 10. Date of Purchase 02/10/2012 Name of Former Owner John&Peter Terranova 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES XX NO 13. Will lot be re-graded? YES NO XX Will excess fill be removed from premises? YES NO XX 14.Names of Owner of premises Michael J.Hirschhorn&Jimena P Martinez Address 307 Sterling Place;Brooklyn Phone No. 631-537-5160 Name of Architect Address Pho 0 Name of Contractor Address Phot d- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) James F.Laird being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. ��Sw before me this /�� day o 66#13P.i 20 /7 _ .�. Notary Public Signature of Applicant Matthew D. Ivans Notary Public of New York No. Ol IV6053859 Qualified in Suffolk County Commission Expires January 22, 20�� James F.King,President ��0� S�Vry� Town Hall Annex Bob Ghosio,Jr.,Vice-President �O lQ 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q • �O Telephone(631) 765-1892 Michael J.Domino �O�yco Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 20, 2012 Mr. Matt D. Ivans Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: MICHAEL J. HIRSCHHORN & JIMENA P. MARTINEZ 280 SOUNDVIEW AVE., PECONIC SCTM#67-1-7 Dear Mr. Ivans: The Board of Trustees reviewed the survey prepared by John C. Ehlers Land Surveyor last revised on April 30, 2012 and determined the proposed 525.25 sf. second-story addition atop the existing single-family dwelling; reconstruction of railing to the attached rear deck; removal of 2,260 sf. concrete padding surrounding the dwelling and replacement with native plantings; and installation of a 320 sf. wood walkway from the parking area along the southwestern side of the dwelling to the existing wood walk around the perimeter of the rear attached deck to ut of the Wetland iurisdiction� under Chapter 275 of the Town Wetland Code an ap er 11 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff and/or wetlands jurisdictional boundary, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary best management practices are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. This determination is not a determination from any other agency. . 2 If you have any further questions, please do not hesitate to call. Sincerely, �. Jam F. King, Presi e Board of Trustees JFK:Ims NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04111 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: MICHAEL J HIRSCHHORN HIRSHHORN &MARTI 14EZ PROPERTY 307 STERLING PL 280 SOUND VIEW AVESCTM# 1000-67-1-7 BROOKLYN,NY 11238 PECONIC,NY 11958 JIMENA P MARTINEZ 307 STERLING PL BROOKLYN, NY 11238 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Peco 'c Facility Trincipal Reference Point: NYTM-E: 712.21 NYTM-N: 4547.78 Latitude: 41°03'13.0" Longitude: 72° 8'29.3" Project Location: 280 Sound Avenue-Watercourse- Long Island Sound Authorized Activity: Construct new accessory structures for existing single f ily dwellings in the Tidal Wetland Adjacent Area. The new accessory structure/s (examples includ : enclosed additions, garages,tennis courts, swimming pools, spas, decks,terraces,patios, carports)i nust be located a minimum of 75 feet landward of the wetland boundary. All work shall be in str ct conformarice with the attached survey stamped "NYSDEC Approved" on 10/26/2012. (GRZ) SAP# -09-013 Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04111/00001 New Permit Effective Date: 10/26/2012 Expiratio a Date: 10/26/2017 Pag 1 of 7 NEW.YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04111 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions in luded as part of this permit. Permit Administrator:SUSAN ACKERMAN, Deputy Regional Permit Admi strator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ TONY BROOK150 CIRCLE RD STONY B OOK, 11790 -3409 Authorized Signature: ate 1Q/ Lk, Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat-TW EUGENE R ZAMOJCIN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/structures identified under the section Description of Authorized Ac ivity.NYSDEC does not issue after-the-fact or as-built permits. This permit does not authorize activities or legitimize the existence of structures, which would have required a permit but for which no permit or other authorization has been granted NYSDEC. 2. Conformance With Plans All activities authorized by this permit must be n strict conformance with the approved plans submitted by the applicant or applicant's agent as part c f the permit application. Such approved plans were prepared by John C. Ehlers, last revised 9/25/2012 . Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04111 3. Notice of Commencement At least 48 hours prior to commencement of th project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the.completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be poste in a conspicuous location on the worksite and adequately protected from the weather. 5. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the ermitted activity at the project site. 6. Accessory Structures Must Be At Least 75 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new accessory structures located in the a 'acent area at the prescribed minimum setback only. Structures located in tidal wetlands, or strut res in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 7. DevelopmentRestrictions New accessory structure construction projects uthorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661 6(a)(1), (4) and (7): -The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. -The 20%maximum adjacent area coverage limitation for impervious structures and surfaces. -The 75 foot minimum wetland setback requirement for all hard surface driveways,roads,parking areas and similar impervious surfaces exceeding 500 square feet in area. 8. No Changes to Septic System This permit does not authorize any alteratio i, expansion or replacement of existing septic systems. 9. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is-prohibited. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 75 lin ar feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of stiked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill'and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'o' Facility DEC ID 14738-04111 12. Vegetate All Disturbed Areas The permittee shall revegetate,all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to dryw Us with the capacity to store/recharge the runoff from a 2 inch/24 hours precipitation event. All dMvells shall be located a minimum-of 75 feet landward of the tidal wetland boundary. 14. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash,broken concrete or demolition debris). 15. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 16. No Construction Debris in Wetland or Adjacent Area Any debris orexcess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 17. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 lineaj feet from the tidal wetland boundary. 18. Concrete Leachate During construction,no wet or fresh concrete or leact ate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Onl watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 19. Precautions Against Contamination of Waters All necessary precautior s shall be taken to preclude contamination of any wetland or waterway by suspended solids, sedi ents, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 20. No Interference With Navigation There shall be no unreasonable interf ence with navigation by the work herein authorized. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without pense to the State, and to such extent and in such time and manner as the Department of Environment Conservationmay lawfully require,remove all or any portion of the uncompleted structure or fill a ild restore the site to its former condition. No claim shall be made against the State of New York on acc ount of any such removal or alteration. Pag 4 of 7 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION game Facility DEC ID 1-4738-04111 22. State May Order Removal or Alteration of Work If future operations y the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the D artment of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the Ovate course. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure'or work herein authorized which may be caused by or re It from future operations undertaken by the State for the conservation or improvement of navigation,or 16r other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, inc uding relevant records,is subject to inspection at reasonable hours and intervals by an authorized represe tative of the Department of Environmental Conservation(the Department)to determine whether the penuittee is complying with this permit and the ECL. Such representative may order the work suspended pi rsuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representa ive during an inspection to the permit area when requested by the'Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation.of this permit. 2. Relationship of this Permit to Other Department Orders and Determini tions Unless expressly provided for by the Department, issuance of this permit does not modify, super ede or rescind any order or determination previously issued by the Department or any of the terms, cond tions or requirements contained in such order or determination. Pag 5 of 7 i Y NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04111 3. Applications For Permit Renewals,Modifications or Transfers The per ittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information a Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit applicatio d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. i I Pag 6 of 7 i FORM NO. 3 NOTICE OF DISAPPROVAL Date: December 4, 2012 TO: Michael J. Hirschhorn c/o Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated November 5, 2012 For permit for addition and alterations at Location of property: 280 Sound Avenue Peconic,NY County Tax Map No. 1000 Section 67 Block 1 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 19,377 sq. ft. lot, (approx. 5,000 sq. ft. buildable) in a R40 zone district is not permitted pursuant to Article XXIII Section 280-122A, which states: "Nothing in this article shall be deemed to prevent the remodeling„ reconstruction or enlargement of a non-conforming building containing a conforming use, provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The building with alteration, notes a single side yard setback of 9.2' (10' required) and combined side yard setback of 21.4 (25' required). Pursuant to the interpretation of Walz(5039) such alterations will thus constitute an increase in the degree of nonconformance. a, Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. / BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson *OF S yOlo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. .� Office Location: Gerard P.Goehringer T T Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Ken Schneider �li/'COU Southold,NY 11971 ..... _.... http://southoldtown.northfork.net ZONING BOARD OF APPEALS 1 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 �' �tii� L ' �✓ `°'J FINDINGS,DELIBERATIONS AND DETERMINATION --- MEETING OF JANUARY 17,2013 ZBA FILE: 6619 NAME OF APPLICANT: Michael J. Hirschhorn PROPERTY LOCATION: 280 Sound Avenue(adj. to Long Island Sound), Peconic,NY SCTM# 1000-67-01-07 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. _SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 3, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject parcel is a non-conforming parcel containing 19, 377 sq. ft. located in a R40 zone. The parcel fronts Sound View Avenue for 50 feet, the eastern property line is 393.42 feet, the western property line is 381.67 feet. The parcel is waterfront to Long Island Sound at its northern boundary for 51.36 feet along the average high water mark. The parcel is improved with a I-story frame house. All as shown on the Survey entitled "Survey of Lot 5", dated Dec. 18, 2011, revised Sept. 25, 2012 to show "Proposed Addition", prepared by John C. Ehlers, L.S. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-122A and the Building Inspector's December 4, 2012 Notice of Disapproval based on an application for building permit for additions and alterations to an existing dwelling at: (1) a nonconforming building containing a conforming use shall not be enlarged, reconstructed or structurally altered or moved, provided such action does not create any new nonconformance or increase the degree of nonconformance,.Pursuant to the interpretation of Walz (5039) such alterations will thus constitute an increase in the degree of nonconformance: (a) less than the minimum side yard �. setback of 10 feet,(b) less than the minimum combined side yard setbacks of 25 feet. RELIEF REQUESTED: The applicant requests variances for: 1) an increases in the degree of nonconformance to: a) an existing single side yard setback of 9.2 feet where the code requires 10 feet and b)an existing combined side j yard setback of 21.4 feet, where the Code requires 25 feet, as shown on the Survey entitled "Survey of Lot 5", dated Dec. 18, 2011,revised Sept. 25,2012 to show"Proposed Addition",prepared by John C. Ehlers, L.S and the i Page 2 of 3—January 17,2013 ZBA File#6619-Hirschhorn CTM: 1000-67-1-7 elevation drawings entitled "Hirschhorn Property", prepared by Suffolk Environmental Consultants, Inc. dated November 20, 2012,pages 1 of 2 , and 2 of 2. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 3, 2013,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed areas of construction that will increase the degree of existing side yard nonconformance are small in scale and will be incorporated into a decorative feature of the proposed second story addition (2 shallow balconies with railings that have no roof access). The second story addition as proposed is in keeping with the character of the neighborhood which consists of long narrow parcels, some of which have received side yard and combined side yard variances for proposed and as-built additions, alterations and reconstructions. There was no evidence presented that the proposed increase in nonconformance may cause a detriment to nearby properties. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The applicant's proposed second story addition requires the addition of structural components in the first floor ceiling which are creating the subject increase in degree of nonconformance. 3. Town Law 4267-b(3)(b)(3). The variances granted herein for an "increase in the degree of nonconformance" of a nonconforming single side yard setback and a nonconforming combined side yard setback, based upon the addition of a second story with inaccessible balconies are mathematically substantial, representing 100% relief from the code based upon the Walz (5039) interpretation. However, the proposed second story side yard setbacks are conforming to code and the increase in the degree of nonconformance caused by the addition of second story decorative exterior balconies are small in scale.1he variance granted herein for a single side yard setback of 9.2 feet, where the code requires 10 feet, is not mathematically substantial, representing 8% relief from the Code. The variance granted herein for a combined side yard setback of 21.4 feet, where the code requires 25 feet,-is mathematically substantial, representing 14.5% relief from the Code. However, both are existing side yard setbacks that will be maintained. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. i 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the proposed alterations and second story addition,while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dinizio, and duly carried,to Page 3 of 3—January 17,2013 ZBA File#6619-Hirschhorn CTM: 1000-67-1-7 GRANT, the variances as applied for, and shown on the Survey entitled "Survey of Lot 5", dated Dec. 18, 2011, revised Sept. 25, 2012 to show "Proposed Addition", prepared by John C. Ehlers, L.S and the elevation drawings entitled "Hirschhorn Property", prepared by Suffolk Environmental Consultants, Inc. dated November 20, 2012, pages I of 2 , and 2 of 2. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members: Weisman (Chairperson), Horning, Dinizio, Schneider, Goehringer. This Resolution was duly adopted (5-0). r t Leslie Kanes Weisman, Chairperson Approved for filing j /yZ/2013 i. I Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.c.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 7fQ( 1000 - 067 - 01 - 007 STORIIA WA1ER,'GRADiNO,DRAINAGE AND EROSION CONTROL PLAN 'Distxct n Stock -161 7— CERTIFIED ED BY A DES ON PROFES31ONAL IN THE STATE OF NEW YORK -- ]SCOPE OF WORK - PROPOSED CONSTRUC'T'ION ITEM# / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within 0.4448 acres Generated by a Two(2')Inch Rainfall on Site? the Scope of Work for Proposed Construction) (s.F.I Acm) (This item will Include at run-off created by site X F-1 b. What is the Total Area of Land Clearing clearing and/or construction activities as well as ail and/or Ground Disturbance for the proposed 0.0 sq. ft. Site Improvements and the pemhanent creation of construction activity? (S.F.IAcres) Impervious surfaces.) PROVE BRIEF PROJECT' DESCRIPTION mmide Adauorw Papas os mooded) 2 Does the Site Plan and/or Survey Show All Proposed ID Drainage Structures Indicating Site&Location?This X Item shall Include all Proposed Grade Changes and Applicant proposes to construct a 2"d-Story Addition Slopes Controlling Surface Water Flow. (525.25 square feet ±) atop the existing single-family 3 Does the Site Plan and/or Survey describe the erosion dwelling, re-construct the railing (56.0' L ±) to the and sediment control practices that will be used to X Q attached rear deck to comply with the applicable building control site erosion and storm water discharges. This code, remove the concrete padding (2, 260 square feet ±) item must be maintained throughout the Entire surrounding the dwelling and replace with native plantings Construction Period. (i.e., Cape American Beach Grass and Beach Rose) and 4 Will this Project Require any Land Filling,Grading or install a wood walkway (320 square feet ±) from the Excavation where there is a change to the Natural ❑ X parking area, along the southwestern side of the dwelling, Existing Grade Involving more than 200 Cubic Yards to the existing wood walk around the perimeter of the rear of Material within any Parcel? attached deck. 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand X (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction X General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submissien of a SWPPP is required ton aN construction activities irn�ski Beach? disturbances of one(1)or more acres; kckrding disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of o larger common plan that will ukl diet ly disturb one or more aces a land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ X h0 Construction activities involving sod disturbances of less than one(1)acre where X the DEC fuss datemilned that a SPDES pemhit is required for storm water dschaTes, One Hundred(100')of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP.040.001.) Surfaces be Sloped to Direct Storm-Water Run-Off a X 1.The SWPPP shall be prepared prior to the submittal of the Not.The Not shalt be Into and/Of In the direction Of a Town right-0f-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shat describe fine erosion and sedknent control practices and where 9 Will this Project Require the Placement of Material, required,postconsbuctbn stone water management practices that will be used andlor Removal of Vegetation and/or the Construction of any X consbucted to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and cond6ons of this permit.In addition,fine SWPPP shat Area?m"ttAm ms troy kwkwo a»tnataaauon of vd,.w.y Apr.) Identity potential sources of pokd;on which may reasonably be expected to effect ft quality of storm water dbchoWs. NOTE: N Any Answer to Qwstions One through Nine is Answered with*Check Mark 3.AN SWPPPs that require ft post-construction storm water management practice in a Box and the Constru tion eke disturbance Is between 5.000 S.F.&1 Acre M area, component shall be prepared by a qualified Design Professional licensed in Now York a Storm-lllfater,Grading,Drainage 6 Erosion Control Plan is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any SuN&V Permit (NOTE: A Ch"Mac(i)mWor Awaw for each Cuaaan is ReTAnd for a Con p Appia ) STATE OF NEW YORK, SUFFOLK COUNTYOF...........................................SS BRUCE A.ANDERSON @ SUFFOLK That I,........ENVIRONMENTAL CONSULTING, INC. .........being duly swom,deposes and says that he/she is the applicant for Permit, (Nan+e of k>Qiv{Qual`sigrdriq'Docixtieiitj......... And that he/she is the ..................................... .................... AGENT .................................................................................••••••. (Owner,Contractor,Agent,C*porate fir,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed her Sworn to before me this; ......r/�...................... ''!.'-'... ,20.1. Notary Public; ....... ........................................... w Q Ivans .. .... ..... .......... NOf"rj`poplin ork cSO;*too or App r,t) FORM - 06/10 Qualified in Suffolk County Commission Expires January 22. 2n icl N SUFFOLK N ENVIRONMENTAL CONSULTING, INC. FAX N 2322 Main Street•Newman Village P.O.Box 20x3•Bridgehampton•New York•11932 (631)537-3160(gMce) o (631)537-5291(facsimile) rn suffolkenvironmental@hodna1com m �I DATE: December 4.sons NUMBER ofPAGLS(including cover): s N o TO: Patricia Conklin COMPANY:Suffolk Ern-ironmental Consulting.ine FAX#: (-OS 1)706-9602 FROM dames F.Laird RE: Hirschhorn Application Situate: 2so Sound View Avenue,Peconic,NY SCTM#: 1000-67-01-07 Pat, Sorry for the delay in getting you this plan to illuminate the changes in the Hirschhorn Roof Line. You can see that l have circled the remnants of the original roofline to the left of the chimney,as we➢as the measured height difference between the proposed roof line and the existing roof line. The measured height holds true for the other side ofthe house as well. if there's anything else you need from us in order to clarify the Notice of Disapproval,}Tease do not hesitate to contact us. Thanks so nnu r James Ino+ N n M t2 M W 1«'��"������•��°1f1■f■i■fliifllillif 1i1f1■BII ��` 1, �sinii■�ii „I iili��iiu ��-� CL rwl.w■nw■ewur 11 11111 111 ■It■■iil■--_-. 1■ilwwrll.I Height mcreascd to � II 11 '11 'wr■!rlilo ■f11Rw!■.rl �d 11 11 '11_ iw■■Wiwi■i �� w■iwrwH■■il �=�a t trtrrilrtir■t lr■t■.r■rliw i=@� � + - ewr•r�rrrlrr r1■Iifwtlrii II I '�I Ili! II ``I I I � .1■!wlnll 11111 from 0 I l i ■Lj.w�rw■■llN■!71■lr.ti■!l 1■.``■R■\ �. ut•i�r�ru _i.■.il■wRl!■■■■le 1 1 1 -�_ • 1 - change _- Iil fS IMR�1l t���rll_�lsinrl!_I_��I�ISi_r_�./fI` - I I I I It 11 11 1 li111 11 i of on e • sides ��� 1! - - - If mere` �iiLwwp■■w.■lwwll!■■.!- ��ti __ of the • . e •e ■1■w!■11 iIt ■■■!lrRiiil.11 iif �! - ■�s �`y��^°°°y r � 11ir■ilir 1■fi llif 11 LIi■I■rw■■.1 `--- 1 �• •�=__-==-�li '" 1■ui■lr ��. 11� tli �wr !� it 1■w■■Inlwl■. +; ■■ �_ n�_,°�_��.r �__, ri■wnn '��'��) ■ll wi a r■■l.liwnr■1 __r ur■w!■1 � ■i: Lli■lir�ltwil 1 Roof 1 �" 1■■uilr - �rlr����� ��irl■rwri■.wl.. �� =r ■Irrt■ilrr•wer�rir'.-�.. r■iiilwwrinf �■iwiw■■JAE Ln rn j"-114 T. T.CRRY Mum P. n 17n I-OWN CLEK rrx 1 -Z �rf �'.�;. =- Snuilullrf. Ncw 1'rrr►; I Fax (.510) 76,,. C, BAR OF VITA]. ` "AT1511CS '� (� O 1 p,2:1 t. APRInGF. TcicphOnc 0161 7(,5_( )R()S MANAGF t. ENT 01-r ICE Il :-,-A f Rr 7M OF INrorwA 10N OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations ,1 of the Code of the Town of Southold: "Floodplain Development Permit Application" ( FDP(93) ) �and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ) . D J r 8vv. 05- TOWN OF SOUIMOLD A, Judith T- Terry Southold Town Clerk August 25 , 1993 j ; t . APPLICATION a_ PAGE I of i TOWN OF SOUTHOLD 1'LOODPLAIN DEVELOPMENT PERMIT APPLICATION This Corm is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sien): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re=issued_ 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO BEST F Y KNOWLEDGE,TRUE AND ACCU TE. , (APPLICANT'S SIGNATUR DATE Z Z ED SECTION 2' PROPOSED DEVELOPMENT fTo be completed by APPLICAL, NAME ADDRESS TELEPHONE LF ,S r G .t�i 1nlst`/ BUILDER auk F,�Q ME ER PROJECT LOCATION: j To avoid delay in processing the appbcauoa, plcasc provide cnouph information to easily identify the project location. Provide the street address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. . I FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE O ew Structure O Residential (I-4 Family) Add!600 O Residential (More than 4 Family) D Alteration O Noo-residential (Floodproof-wg? O Yes) ❑ Relocation O Combined Use (Residential & Commerd.al) O DemdUtion- ' P O Manufactured (Mobile) Home (In Manu- O Replacement factured Home Park?- O Ycs) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling ❑ Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) f O Drainage Improvements (Including Culvert Work) O Road, Street or Bridge Coastructioo O Subdivision (New or Expar sioo) O ndiyidual Water or Sewer System ( n K Other (Please Specify) v. A �+�Y �p`}'t" �l/ti.3 ���/� - Altcr complc(iog SECTION 2, APPLICAffT should submit form to Local Administrator for res�cw. SECTION 3- FLOODPLAfN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) 3G IQ3c,D I; co % The proposcd dcvclopmcnt is located oa FEZM Pancl No. Datcd Q^ The Proposed Developmen(: O Is EQ1 located in a Special Flood Hazard Area (Notify the applicant that the applicatiou rcvicw is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). 0 Is located in a Special Flood Hazard Area. FIRM zone &sigoalion is 100-Year flood elevation at the si(c is:- ' H. NGVD (MSL) O UoavAablc O Tbc proposcd dcvclopmcn( is Iocalcd io a floodway. FBFM Paoel No. Dated c Scuio for a ditional iostructioos. SIG DATE APPLICATION 4 PAGE ] OF 4 ADTNA , INFORMATION REQUIRED To he completed by LOCAL ADMINISTRATOR SECTIO ' 4; I The applicant must submit the documents chcckcd be low before the application can be processed: O A site plan showing lbc location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans,drawn to scale, and specificatioru,including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodprooftng of utilities located below the first floor and details of enclosures below the first poor. Also 0 Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). 0 Plans showing the extent of watercourse relocation and/or landform alterations_ 0 Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For O Floodprooftng protection level (non-residential only) ( ) floodproofed structures, applicant must attach ccrtiftcalio%from registered engineer or architect. ❑ Certification from a registered cng}neer that the proposed adivicy in a regulatory floodway will not result in any increase in the height of Lbc 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION fro be completed LOCAL ADMINISTRATQR) I hive determined that the proposed activity. A_ 0 Is B.O Is not • in conformance with provisions of Local Law 19_• The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Developmcnt Permit upon payment of dcsignaled (cc. If BOX B is checked, the Local Administrator will provide a written summary of deGcicncics. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be- Board of A p peals. APPLICATION a PAGE 4 OF 4 APPEALS: Appealed to Board of Appcals? O Ycs ❑ No Hearing date: Appeals Board Decision --- Approved? ❑ Ycs ❑ No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for projcct structures. This section must be completed by a registered professiou.al engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). Z Actual (As-Built) Elevation of floodproof-mg protection is Fr. NGVD (MSL). i NOTE: Any work performed prior to v6mittal of the above iuformaeion is at the risk of the Applicant. i ,`?ECTION 7 COMPLIANCE ACTION (To be completed by LOCAL, ADMINISTRATORI The LOCAL ADN1INISTRATOR will complctc this section as applicable based on iaspeetion of the projcct to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO $ECTION_$ CERTIFICATE OF COMPLIANCE(To be comnlctcd by LOCAL A.DN4INISTRATQR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE oF- COMPLIANCE j for Development in a Special Flood Hazard Area a TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # 19 SIGNED: DATED: B. CO"APLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C /C(93) i O��pF SI?�/ry� Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q roger.richert _town so 0 .ny.us Southold,NT 11971-0959 ' BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��,.., 11,cr� Date: / Company Name: ' S I+q , c `c Name: License No.: Tu _ f . Address: �Jle 7Zw s Phone No.: &,71- SS3 - �3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No-: (� 3�- ss 3 s-3 y--I E Permit No.: Tax-Map District: 1000 . Section: Block:�_ Lot: l *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i (Please Circle All That Apply) *Is job ready for inspection: CE)S NO Rough in Final *Do,you need a Temp Certificate: / NO Temp Information(if needed) ! *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I �%q 82=Request for Inspection Form 1 5 Nov 0 2013 µ KMA fir° m F d I 7 • 1,. :: .7 �S s Ili • �� .� ..r _, �- ' F a. .V F- y f �J F I } Aw 4 S 4/ c1 k 4�* s�aW<s,arz++n^rv.Ctrs.a�utwa waam%.dnnia..,r+`Y•�'Yn'wY +Yt �yli y+ rp 1 1 s r Y ' E e r ff • f t �R} 3 ° IL — r, nA ti �.��r� r �. .w � ,, � . �, � .. ,, � e ;�. � F ,� ;� ,� �- ,- , , r `; - � _ �. .-- , F �� ,. �. ,.r' x <, � �,� ��' � �. J � ���^ .✓ �A! ?� ���� � ���,r ,, �� M, .. wn '� "_'�. � �.�' # �) 91�i ���p,a. i,""•'� <�" .,� ,.��. "�?���. <vz„y �.c � ,��" a ,� ��� �. � a ��: � ti ,�- F /� �. '.I �-v rlj �\ � . �©w ' CERTIFICATION BY THE APPRAISER ' I hereby certi fy that I have personally inspected the property Y that is the subject ' of this appraisal report. That to the best of my knowledge and belief,the statements contained in the ' appraisal herein set forth are true and the information upon which the opinions expressed therein are based is correct; subject to the limiting conditions therein set forth. ' The reported analyses, opinions and conclusions are limited only to the reported assumptions and limiting conditions and are my personal,unbiased professional ' analyses, opinions and conclusions. I have no present or prospective interest in the property that is the subject of this ' appraisal report,and I have no personal interest or bias with respect to the parties involved. ' My compensation is not contingent on an action or event resulting from the analyses, opinions or conclusions in,or the use of,this report. My analyses,opinions and conclusions were developed, and this report has been prepared,in connection with the standards and reporting requirements of the Appraisal Foundation,New York State and the Uniform Standards of Professional Appraisal Practice. 66 ' UALIFICATIONS OF THE APPRAISER ' I,Andrew D. Stype,NYS Certified General Appraiser#46000022831, age 64 certify that I have been in the appraisal business for fair market value since 1971. Since that time I have completed over 3 000 written certified real estate P , appraisals for residential properties,farm properties, lots,and business properties. I am currently the president of Andrew Stype Realty Inc. (formed in 1998) ' formerly Stype Brothers Real Estate, Inc. and I have been in this position since 1983. The business was purchased from my father,Val W. Stype,who had started the ' real estate and appraisal business back in 1964. I have personally engaged in the purchase and sale of real estate on the east end ' of Long Island for investment. This experience has helped me to determine market value. ' Currently,Andrew Stype Realty Inc. is an active sales office involved in the sale of all types of residential properties, farm properties,vacant land and commercial ' property. We maintain a full-time sales office,and in addition, offer consultation and management services. Currently our office covers Calverton to Orient for sales and the towns of Southold, Riverhead, Brookhaven, Southampton, East Hampton and Shelter Island for appraisals. 1 As of the date of this report, I have completed all educational requirements for the current license term which expires 2/6/15. ' 67 t QUALIFICATIONS—continued New York State Licenses,Designations, Memberships ' • New York State Certified Real Estate General Appraiser since 2/6/95. ' • Identification#46000022831. • New York State Certified Residential Real Estate Appraiser since 12/2/91. ' • License#0691. • Member Columbia Society of Real Estate Appraisers t • Member of the New York State Association of Real Estate Appraisers ' • Member of the Suffolk County Board of Realtors • Member of the Hampton and North Fork Board of Realtors ' • Designated Approved Appraiser by Suffolk County Real Estate Department • Licensed Real Estate Broker 1980 • Licensed Insurance Broker 1972 • Licensed Real Estate Salesperson since 1971 ' • Past Board of Director Eastern Suffolk Board of Realtors • Past Board of Director Suffolk County Board of Realtors • Designated Approved Appraiser Town of Southold 68 QUALIFICATIONS—continued—Education ' • Successfully Completed 28 hours continuing education— Income Approach, Cost Approach, USPAP, 1/15111 • Successfully Completed Art of the Addenda 11/17/08 ' • Successfully Completed Appraisal Trends 11/22/08 • Successfully Completed 7-Hour USPAP Update 10/17/08 Successfully Completed FHA&VA Appraiser 10/3/08 ' • Successfully Completed New York Fair Housing 9/15/08 • Successfully Completed 7 Hour National USPAP Update Course 10/26/06 ' e Successfully Completed 5 Hour Fraud Acts Course 10/27/06 ' • Successfully Completed 3 Hour Ethics Course—LIBOR 12/9/04 • Successfully Completed 7 Hour National USPAP Update Course 11/17/04 ' • Successfully P PP Completed Appraisal Standards of Practice and Ethics 5/2/02 Successfully Completed Residential Real Estate Investment 3/14/02 ' • Successfully Completed Residential Construction Course 11/7-14/2000 • Attended Report Writing&Analysis Seminar 2/1-2/5/99 ' • Attended Argus Commercial Software Seminar 1/99 • Attended Discounted Cash Flow Seminar 12/97 • Successfully completed course 420 Standard of Professional Practice Part B on ' 5/18/96 • Successfully completed course 410 standard of Professional Practice Part a on ' 5/11/96 69 ' QUALIFICATIONS—continued—Education ' • Successfully completed G-1 Introduction to Income Property Appraising 6/4/94 • Successfully completed G-2 Principles of Income Appraising 6/11/94 • Successfully completed G-3 Applied Income Property Valuation 6/18/94 ' • Attended New URAR Appraisal Report Seminar- 10 hours 12/21/93 ' • Completed seminar income approach sponsored by Appraisal Institute 1992 • Successfully completed N.Y.S. Residential Real Estate Appraiser certification ' requirements December 1991 • Successfully completed SPP professional practice course November 1990 ' • Successfully completed Society of Real Estate Appraisers SRA course 102 October 1988 • Successfully completed Society of Real Estate Appraisers SRA course 101 February 1988 ' • Completed seminar in real estate sales sponsored b N.Y.S.Assoc. of Realtors Po Y 1985 • Com p leted seminar in real estate management sponsored b y Easte rn Suffolk ' Board of Realtors 1983 • Successfully completed Part I Appraising Real Estate at Southampton College ' 1981 • Successfully completed Part II Appraising Real estate at Southampton College ' 1982 • Successfully completed Continuing Education Course in accordance with N.Y.S. license laws 1981 ' • Successfully completed Real Estate License Law Course 1979 • Graduated Burdett Business College -Degree in Accounting 1971 70 ' Consultation and Appraisal Work ' • Townships of Southold and Riverhead • New York Telephone • Richard A. Winters,Associates ' • Suffolk County Water Authority ' • The North Fork Bank& Trust Co. • Southold Savings Bank • Suffolk County National Bank ' • EAB • Long Island Savings Bank • Household Finance Corporation ' • Lenders Service,Inc. ' • Suffolk County Department of Real Estate • Relocation Services • Residential Mortgage Bank, Inc. ' • Biltmore Mortgage Corporation • Wickham, Wickham,&Bressler-Attorneys ' • Scheinberg, Scheps,DePetris and Depetris-Attorneys ' • Charles Raffe-Attorney • Caminiti&Gibbons—Attorney ' • Twomey, Latham Shea&Kell Attorneys Y � Y- Y 71 Consultation and Appraisal Work—continued ' • Bridgehampton National Bank • Village of Greenport ' • Centerbank Mortgage Bank ' • Nature Conservancy ' • Chase Bank • Flatbush Federal Savings • Par East Mortgage ' • Peconic Land Trust • Pindar Vineyards • Hargrave Vineyards • Peconic Bay Vineyards • Jamesport Vineyards ' • ards uck Walk Vineyards y ' • Gristina Vineyards ' • Pugliese Vineyards • Village of Sag Harbor ' • Southold High School ' • Riverhead High School • Town of Southampton ' • Galluccio Vineyards ' 72 Consultation and Appraisal Work—continued ' • Sherwood House Vineyards • Sargon Vineyards • Founders Vineyard • North Fork Preserve • Route 48 Vineyards ' • Tuthill Vineyards t 73 a _ x. � s F, k f Ad � � I T a . ' . Now �5 r P }, a � �r _ - - r t r k � 4 - t s Ilk i S tea; _,Y)x"57 _ � _ — _ � ,.. ,,. _ ,._. � � � ,,� ..e , -- y� �:�. h .� �, �-. ;� 3 ��` �' - � � �, ._ I � 1r_& �� p@ F �. !. # F� �. t� �.. ~,�iy� —---.��1 ` _ _ t �_ tea._:,s s.: _�_ -�_ y ..� � ....m,.a.,., y �— .� ,. a .� �. a _ ,"`ter,,, i. .,. F' m, .,, :.+sue°""E..w�^^� ,. a fig i 'I yfyyy S 4 LM �' Now ffi . . . . .� . ���5� , : { , r1 � i /�. \ � � � , � � � � . - � � ~ . � ` $ :\ \ � � \ / \� � . d . , � © ~� � . . . { � ~ ^ «\4��� < . � , �. , j � ! \ � , / <��� ©` \ \ \ � � �� \� � . \ « � .. . , � � /�\ \ \ � � - . . . �—« � . . . . , , � ^\ �� � . � � ® `i / \ , � � � ? 2 » ��� ��{ > . /. , � . . = z� . \ % . . � . � � ©m, ^ � ` � a � »� ^� � �� � } � 4 y � } .a � � � � ~ � � � � � ^\ .. � . « � . , , � ` � ' � ^ ^ � .> . , > . . . . � �. , : . © � � \\�?�. _«� \ � \x 2\�\ . ° � � �\: §��\ � � � > > w . . . , . . , : �! < , � . � . � \ : * � « � � ., « � « : � �� � � � � ` � � \ »z ^ � � /d° �§\ � . < � . � ( \ . ; a �\ > < � >���� � � � v. , : : p � ~�wd� » ^ � k : < < �\ � < _ w r • nM yu • t . . : .. . . .. . , - </ < � \ > $ � �f>« 11 L ., z K 3 x "+s r ador a � 3sYf Fs" F, L R . . " ..r• 1 to w . a r ' t t�!• y rt0 ate. TOWN OF SOUTHOLD PROPERTY RECORD CARD 6,f N ago STREET VILLAGE DISTRICT SUB. LOT —patt, ,,,� , _re rr ss v u k Cl ve,7 e -e s. FORMER OWN ERFOUtIjn,a—b �4,1 N E 'ft AC EAGE R r�R yro�.9 S W TYPE OF BUILDING RES. _ "SEAS. -26 \d VL. FARM COMM. � IND. JI CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 0"() / Q 0 t� - --t} �v h � d 0 t �0 � D . � tt�/FF �F 1�V�1`> 8 / 73 4 - 7L� // �J,Z9� �".S'6 �9dd. (ar,�'e_ l4/�.s��- �, ✓e ,e�tn�®v GAGE S^3 ° ° 'BUU ING'CO N I IA %79V Y .40 eav H NEW NORMAL BELOW ABOVE FRONTAGE ON WATER �� �.• °01 Farm Acre Value Per Acre Value FRONTAGE ON ROAD �..► Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 �e — /-7 t aslrusf <� Woodland —L -T Swampland (—L l to w�1V Brushiand `�(az'�- l' �`1 �� -�2t( v6 lljU�, e� ov House Plot oz , - 2�L 1 — ��Q'/��Q Tb �OL OL Total Foundation . Bath ension i iI ,Basement ���'" Floors I G+ ension — Ext. Walls ` °'' ' Interior Finish S — ension �i— Fire Place Heat � �. i Porch Roof Type >q q!2-0 = .�Go Q Porch Rooms 1 st Floor Patio Rooms 2nd Floor i H age Driveway Dormer 3. SZ OWNER'S ENDORSEMENT (TO BE SIGNED IF APPLICANT IS NOT OWNER) STATE OF NEW YORK) COUNTY OF SUFFOLK) SS: MICHAEL J.HIRSCHHORN &JIMENA P. MARTINEZ being duly sworn, deposes and says; we reside at: 307 Sterling Place;Brooklyn In the County of Kings and the state of New York and we are the (owners in fee) (officer/agent of the Corporation which is owner in fee) of the premises described in the foregoing application and that we have authorized. SUFFOLK ENVIRONMENTAL CONSULTING INC. to make the foregoing application as described herein. )a "--ZVI P Signature Sig tore If Corporation,name of corporation and Officer Officer's Title B rem , this I)IJ day of 2012 Jot2ar�yPublic RICARDO C. SALMON Notary Public-State of New York No.01 SA6113076 Qualified in rings County My Commission Expires QL JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: February 25, 2014 To: Town of Southold Building Dept Re: Hirschhorn 280 Sound Ave. Peconic,NY 11958 To Whom It May Concern: This letter certifies that the renovation being done at above mentioned dwelling is Categorized under FEMA guidelines as a Non-Substantial improvement to the dwelling (The cost of construction being under 50% of the cost of the original structure). The appraised cost of the structure prior to the renovation was $500, 00.00 and the cost of construction is $234,350.00. $234,350.00/$500,000.00 = .469 (47%) See attached Appraisal and Construction contract for dollar amounts. Any questions feel free to call. \ Sin rely, I James J D e oski P.E. "Ew�o w FO °. 072 pROFESSONP� Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President !� 5 Hand Delivered , 2012 Ms. Pat Conklin Southold Town Building Department P.O. Box 1179 Southold, NY 11971 Re: Hirschhorn Property Situate: 280 Sound View Avenue, Peconic, NY SCTM#: 1000—67—01 —07 Dear Ms. Conklin, This Firm represents Mr. Michael Hirschhorn, owner of the above referenced property, who is seeking all regulatory approvals to further improve thereon. Unfortunately, the proposed activity is non-conforming with respect to current zoning. Consequently, variance relief will be required, and therefore, a letter of disapproval is requested from your office. Enclosed herewith for your review please find: (1) Town of Southold Building Permit application; (2) Survey of subject property,as prepared by John C.Ehlers Land Surveyor,last dated September 25, 2012, indicating all existing and proposed structures thereon; and (3) Check in the amount of$50.00 to cover the administrative fee concerning this matter. By way of this correspondence, and on behalf of Mr. Hirschhorn, kindly forward to this office a letter of denial concerning this project. Should you have any questions regarding this matter, please feel free to contact this office at any time. Thank you in advance for your attention and consideration. Sincerely, James F. Laird enc. cc: M. Hirschhorn Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street,P.O. Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President April 9, 2013 Ms. Pat Conklin Southold Town Building Department P.O. Box 1179 Southold, NY, 11971 Re: Hirschhorn Property Situate: 280 Sound View Avenue, Peconic, NY SCTM#: 1000 - 67 - 01 - 07 Dear Ms. Conklin, This Firm represents Mr. Michael Hirschhorn, owner of the above referenced property, who is seeking all regulatory approvals to improve thereon. In order for him to do so, Mr. Hirschhorn has contracted us to obtain a building permit for the demolition of the existing building on the property, and the construction of a new Single Family Residence on the properly. Consequently I have attached the following to satisfy the requirements for a building permit application: • Application for Building Permit from the Town of Southold dated April 4, 2013. • Town of Southold Erosion, Sedimentation&Storm-water Run-off Assessment Form prepared by this office. • Permit for the above mentioned activities from the New York Stale Department of Environmental Conservation, dated October 26, 2012, • Approval from the Southold Town Zoning Board of Appeals regarding the proposed activity on the above property, dated January 18, 2013. • Letter of Non jurisdiction from the Southold Town Board of Trustees regarding the proposed activity on the above property, dated Junc 20, 2012 • Owner's Endorsement signed by Michael Hirschhorn and jimena Martinez authorizing Suffolk Environmental Consulting to act as their agent. • Four ]4] sets of complete Building Plans including ResCheck documentation as prepared by the architect. Drawn by MCH Design Services on March 17, 2013. • Four [4] copies of the Survey for the above referenced property, as drawn by • A Check made out to Southold Town to cover all applicable fees. Thank you in advance for your attention and consideration in this matter. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. Sincerely, ,James F. Laird cc. M. Hirschhorn SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 ol�Ir4U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 15, 2014 Michael Hirschhorn 307 Sterling Place Brooklyn NY 11238 Re: 280 Sound Ave, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. /Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37957 —Addition/Alterations i i N 5URVEY OF LOT 5 "MAP OF PEGON I G 5HOi;T--5" w E FILED A *U5T 5, N24, FILE No. 117 51TUATE: PECONIC S TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY SURVEYED DEC. 18, 2011 PROPOSED ADDITION SEPT. 25, 2012 SUFFOLK COUNTY TAX # 1000 - 6-7 - 1 - -1 CE RTIEO TO: �® MICHAEL L EMI SCE MORN --- JII1 U P.MAR AQLII�OCiGUB ABSTRACT ACr CORP. FFIE E[XrY NATIONAL TnM INSURANCES COMPANY OF NEW YORK oy ' v gg ` A 0\ ` � •.qq V k \7• �.9 ` 9. o'g � Ca."0 / �l° x \ NOTES: �® • GAPPED REBAR FOUND F NE u o PIPE FOUND tiQ,`� G.EH����O� TOPO ELEVATIONS REF. N6VD '2q DATUM GRAPHIC, SGALE 1"= 40' FEMA FLOOD ZONES A5 SHOWN ON FEMA �c�` "' " FIRM 3610300161 H DATED SEPT. 25 200a tiSFO SvP� v,w OF GOASTAL EROSIONZHAZZARD AREA MA°P SHEET 7 OF 414 JOHN C. EHLERS LAND SURVEYOR AREA TO LONG ISLAND SOUND 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 HIGH HATER = iq,371 S.F. OR 0.4448 ACRE RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF:C:\Users\dohn\Dropbox\11\11-190.pro 01inkiewicz Contracting PO Box 591 ;1 '� __�, l I DATE: November 24, 2013 Shelter Island Hts NY 11965 FEB 26 2414 �. .� FOR: Bill Bill To: Michael Hirshorn - 280Sound Avenue Peconic, NY 11958 DESCRIPTION AMOUNT project invoice Windows 31,000.00 Materials 58,200.00 Framing 1000 square ft as per plan Labor only 11,000.00 Roof 16 squares including flat roofs Labor only 2,800.00 Siding 86 bundle Labor only 3,800.00 Plumbing labor and materials subcontracted 14,900.00 Electric labor and materials subcontracted 19,300.00 Insulation Labor only 3,200.00 Sheetrock 90 sheets Labor only subcontracted 4,500.00 Flooring Labor only 3,060.00 Tile master shower labor and materials 2,150.00 Exterior Trim Work labor only 9,400.00 Interior trim labor only 9,240.00 Interior painting paint materials and labor 7,400.00 Staircases installation labor only repair disturbed paneling other area of finished basement 1,600.00 Labor misc. cleanup and carpentry 7,500.00 build window seat in livingroom labor only 900.00 hvac Ductwork labor and materials subcontracted 4,300.00 change closets in existing bedrooms labor and materials 900.00 Change moldy and hazardous fiberglass ceiling in remainder basement labor only 1,800.00 Masonry footings labor and materials 1,300.00 Drywells for gutters labor and materials 2,800.00 Extend chiminy height as per regs labor and material 2,300.00 Overhead costs 2,500.00 f Profit 28,500.00 Job total TOTAL $ 234,350.00 Make all checks payable to Olinklewicz Contracting THANK YOU FOR YOUR BUSINESSI Hirschhorn Property Date: NOvem6er 70 2012 C Suffolk Environmental Consultingi 111C Situate: 280 Sound Avenue, Peconic, NY scale: 1.0" = 10.01 SCTM#: 1 000 — 67 — 01 — 07 Drawn by: ifl—Adapted from the �Ians drawn 69 Mickael Hand Proposed house raises the roof line from the pictured 11'10" to the proposed 14'11" (overlay). The proposed railing surrounding the - - - - - - new roof is purely decorative, and no roof access is planned. Bldg Dept copy from ZBA !� Final review.d/d�a4t ents ZBA File # �ll Date: W i i i t I�r __ ■ 1110 ,� Proposed l4 1Roofline II I II __ tl _1��11��� Existing Rooffine ■�11�1� 1111011 ■�11�1� Page 1 of 2 firschhom Property Date: Novem6er 20,2012 80 Sound Avenue, Pecomic, NY Scale: n �u1I<�lh lal� ir�>lllllcilt�ll ���>Il�uliitl , Illc. 111 1 1 drawn .�► �s Proposed new roof ris■•� at seaward edge of /■1■� ��■1■� house. N. I 1■■■tl■■■■■■■■■1■■■■ ■■■■It�� Bldg Dept copy fMm ZBA F Final review d'■ ■■ ■■ ■� I�O IiII�=IIII�Ii:IIl:�l�ll:�1■■1 i 11■■1■■■■I ■■I1■1■■■1■■_r■■-■■1:■1■■■1■■■■■■! i■1■1■■� i III�IIIII�I �Illi) .�v_�o, �■ � Vc Railing for decoration VLnts • • , 14'11 14'11" • • ■LiAll NM -1 1 1W LIT Vcim Bldg D, al "ice i:�:i :=:: Page 2■�I1�1� �� �� ■�I1�1� �� of 1 Requested By: v 1 Michael Hirschhorn 1 Property Owned BY: v 1 Michael J. Hirschhorn and Jimena P. Martinez Proaerty Location: 280 Sound Avenue FEB 2 6 2014 Peconic, NY 11958 -' n ■ Indicated Value: -� $500,000. 1 Subject Depreciable Cost Estimate 1 As Of: August 1, 2013 B� ' Andrew D. Stype New York State Certified General Appraiser 1 # 46000022831 1 1 r r r J 1111111? North Fork Real Estate Experts fog three generations 1 February 10, 2014 i Mr. Michael Hirschhorn ' 307 Sterling Place Brooklyn,NY 11238 ' Re: 280 Sound Avenue, Peconic,NY 11958 SCTM# 1000-100-67-7 Dear Michael: ' In accordance with your request I am submitting a depreciable cost estimate of your residence referenced above. ' The instructions are to indicate the depreciable value of your subject residence effective 8/1/13. This valuation will concern the building improvements only. The user/client is Michael Hirschhorn. The scope of the appraisal is to provide an opinion ' of value of the building improvements only, consisting of a single family,one story dwelling on a cost—new—depreciated basis. This involves an estimate of the subject's building cost as if newly constructed and then depreciation of this cost based upon physical depreciation and any economic or external depreciation if applicable. Physical depreciation will be estimated based upon the ratio of effective age as is to economic life as if new, or what is known as age/life straight line depreciation. The appraisal is to be used for a proposed site plan change,involving current renovations where the approval process,due to the site's location within a FEMA flood zone,must meet specific Town of Southold zoning and FEMA guidelines involving expansions in a ' flood zone. This appraisal will conform to guidelines set forth from the Uniform standards ' of Professional Appraisal Practice. A summary type of report is to be provided. This report, due to the instructions,will use the cost approach only. 1 12985 MAIN ROAD,P.O.BOX 63,MATTITUC&NY 11952-0063 PHONE: 631-298-8760 FAX: 631-298-5779 www.snme.com St}perc�aoptonhncnct r Mr. Michael Hirschhorn February 10,2014 ' Re: 280 Sound Avenue Page 2 Peconic,NY 11958 ' In my opinion the depreciable cost estimate of the subject property will be: $500,000 ' Subject Depreciable Cost Estimate ' Thank you. Please let me know if I can be of further assistance. Very truly s, 1 ' Andre 1 1 1 1 1 1 1 1 1 1 ' TABLE OF CONTENTS Transmittal Page Face Part 1 General Information A. Certification of the Appraiser 1. B. Summary of Salient Facts and Conclusions 3. ' C. Purpose of the Appraisal 4. D. Definition of Market Value 4. E. Function of the Appraisal 4. ' F. Use and Scope of the Appraisal 5. G. History of Suffolk County 6. H. Neighborhood Analysis 7. ' I. Economic Trends 12. J. Ownership 13 K. Occupancy 13. L. Sales History 13. M. Deed 14. Part 2 Valuation of the Entire Property A. Description of the Subject Parcel 20. ' B. Zoning 21. C. Taxes and Assessed Valuation 21. D. Highest and Best Use 22. ' E. Three Approaches to Value 23. F. Valuation Process 24. G. Cost Approach Correlation 25. ' H. Final Reconciliation 26. Part 3 -.Statement of Basic Assumption&Limitations A&B Limiting Conditions 27. ' Environmental Disclaimer 28. Hagstrom Map 29. ' Tax Map 30. Flood Map 31. Zoning Map 32. ' Zoning Code 33. Aerial Map 37. Property Record Card 38. Survey 40. Floor Plan 41. Building Permit/Certificates of Occupancy 42. Tax Bill 54. Subject Pictures 55. Certification&Qualifications of Appraiser 66. PART 1: GENERAL INFORMATION A. Certification of the Appraiser ' CERTIFICATION OF THE APPRAISER ' I hereby certify that Appraiser was employed to provide the depreciable cost estimate of properly known as: Project: Hirschhorn/Martinez residence Map: 1000-100-67-7 ' Parcel 280 Sound Avenue, Peconic,NY 11958 Neither Appraiser's company nor I have a present or contemplated future interest in the real estate that is the subject of this appraisal report. ' To the best of my knowledge and belief,the statements of fact contained in the appraisal report upon which the analyses,opinions and conclusions expressed therein are based, are true and correct. ' The reported analyses, opinions and conclusions are limited only to the reported assumptions and limiting conditions,by the definition of market value, and by the ' specified real property interest appraised,and represent my personal,unbiased professional analysis, opinions and conclusions. ' My compensation is not contingent on an action or event resulting from the analyses, opinions or conclusions in, or the use of,this report. I was not retained for the purpose of aiming at a preconceived conclusion of value. This appraisal report has been made in conformity with and is subject to the requirement of the Code of Professional Ethics and Standards of Professional Practice. I have personally inspected the property herein appraised, and I afforded the property owner the opportunity to accompany me to inspect. I have also made a ' personal field inspection of the comparable sales relied upon in making said appraisal. I have verified each transaction with a party to,or a third person directly involved in,the transaction. The subject and the comparable sales were as represented by the photographs contained in said appraisal. 1 To the best of my knowledge,no portion of the value assigned to the property that is the subject of this report consists of items which are non-compensable under the ' established law of the State of New York. I have not revealed the findings and results of this appraisal to anyone other than ' my client. I will not do so until authorized by my client,or until I am required by due process of law,or until I am released from this obligation by having publicly testified as ' to such findings. Based on the factors developed in the body of this report and the exercises of my ' professional judgment, it is my opinion that the market value of the fee simple estate of the subject property is as follows: ' Subject Depreciable Cost Estimate ' $ 500,000. Signature ' Andrw D. Stype ' Dated: February 10, 2014 ' 2 ' Part 1. ' B. Summary of Salient Facts: Property Rights Appraised----------------------Fee Simple Type of Property---------------------------------Residential Location-------------------------------------------280 Sound Avenue, Peconic,NY 11958 SCTM---------------------------------------------1000-100-67-7 Reputed Owner- ---------------------------------Michael J. Hirschhorn& ' Jimena P. Martinez ' Zoning -------------------------------------------R-40 ' Highest&Best Use ----------------------------Current use and zoning ' Date of Appraisal--------------------------------August 1,2013 Site--------------------------------------------------2 acre Buildings------------------------------------------1,711 sq.' dwelling/full basement ' Depreciable cost estimate-----------------------$ 500,000. 3 ' Part 1. ' C. Purpose of the Appraisal This appraisal is made for the purpose of arriving at an opinion of the 1 depreciable value of the subject as of August 1,2013 and will concern the building improvements only. This appraisal is based on a physical inspection, including zoning, utility, location,topography,present and potential use,and market data. The rights will be in fee simple value. ' D. Definition of Market Value and Interest Appraised Market value means the most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale,the buyer and seller each acting prudently and knowledgeably, assuming the price is not affected by ' undue stimulus. Implicit in this definition are the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: ' Buyer and seller are typically motivated; Both parties are well informed or well advised, and acting in what they ' consider their own best interests; A reasonable time is allowed for exposure in the open market; Payment is made in terms of case in U.S. dollars or in terms of financial arrangements comparable thereto; ' The price represents normal consideration for the property sold unaffected by special or creative financing or sales concessions granted ' by anyone associated with the sale. The interest to be appraised is in fee simple value. E. Function of the Appraisal ' To establish a depreciable cost estimate for the subject property herein described as of August 1,2013. 4 ' Part 1. F. Use and Scope of the Appraisal ' This appraisal will be used by the client for internal and personal business use. The scope of my appraisal includes: ' • extensive research of the market; • analysis of all data to arrive at an appropriate value estimate; ' • collection and confirmation of the indicated date; • reporting of my conclusions in a logical method. ' The scope of the appraisal is to provide an opinion of value of the building improvements only,consisting of a single family, one story dwelling on a cost—new— depreciated basis. This involves an estimate of the subject's building cost as if newly ' constructed and then depreciation of this cost based upon physical depreciation and any economic or external depreciation if applicable. Physical depreciation will be estimated based upon the ratio of effective age as is to economic life as if new,or what is known ' as age/life straight line depreciation. The appraisal is to be used for a proposed site plan change, involving current renovations where the approval process, due to the site's location within a FEMA flood zone,must meet specific Town of Southold zoning and ' FEMA guidelines involving expansions in a flood zone. The subject square footage, effective 8/1/13,was taken from Town of Southold property data information. The interior and exterior inspection was made on 2/7/14. ' All three approaches to value will be examined to determine the final market valuation. The purpose of the valuation is to indicate current fair market value in the ' "as is"physical condition,use and zoning. The information on market data was reviewed from local real estate brokers,Multiple Listing Service of LI, Suffolk Research Service and Suffolk County tax maps. The search for data included the ' Township of Southold and neighboring Riverhead—a similar marketplace. Information will be used from the Town of Southold Tax Assessor's Office and Planning Department. Any and all comparables used will be inspected from the street and ' confirmed by reliable sources. 5 1 ' Part 1. ' G. A Brief History of Suffolk County ' Suffolk County has been profoundly influenced by its proximity to New England and New York City and by the sea which defines its borders on three sides. Occupying the eastern two-thirds of Long Island, which juts 120 miles into the Atlantic Ocean,the county covers over 900 square miles of territory. The north ' borders on Long Island Sound. It is 86 miles long and 20 miles at its widest point. The weather is temperate,the water abundant and the soil good. From the beginning there has existed a variety of conditions which have made this land for all manner of living things The first small bands of settlers came from New York and Connecticut areas. ' Dutch villagers sprang up on the western end of Long Island; English settlements in Suffolk. A power struggle between England and the Netherlands was settled in 1650 with a north-south line,an international boundary, dividing existing colonies in New ' England and Long Island. On Long Island the line ran approximately where the western border of Suffolk County now exists. Suffolk was English territory. Settlements of the period included Gardiner's Island, Southold, Southampton, Shelter ' Island,East Hampton and Huntington. Suffolk County is now a major industrial and business area. The average ' household size is approximately 3 persons. The mean household income is approximately$55,000. The unemployment rate is approximately 3%-these figures taken from NYS Labor Department 1999. It is serviced by adequate public ' transportation offering a major airport,highways and rail service. The county has a population of approximately 1.4 million residents with that figure swelling substantially in the summer months. ' The county and region have witnessed tough economic times since 2009,much Re the nation. The unemployment rate and occupancies rose. The real estate ' marketplace indicated increased inventory, lower prices and declined sales. Unemployment is approximately 8%. The county real estate marketplace is witnessing a slight reduction in values for residential real estate. There are bank foreclosures still playing a major role in this region. However,more sales are occurring compared to last year and the market may be beginning to bottom out. This trend ' should continue to next year. The commercial marketplace in the county is rated as fair. There are a few more vacancies compared to last year,but sales of commercial property remain fairly strong. This trend continued through 2013. 6 1 H. Township and Neiahborhood Analysis ' A Brief History of the Town of Southold and Hamlet of Peconic ' The Town of Southold was settled in 1640 with the lands purchased from the Indians a little at a time. By 1646,the final borders were established as they are today. Southold Town adjoins the Town of Riverhead on its west border. The north border fronts on the Long Island Sound,the south border on Great Peconic Bay, and the easternmost point, Orient, borders on the easternmost point of the North Fork at Plum ' Gut. As of the census of 2010,there were 21,968 people, 8,461 households,and 5,804 families residing in the town. The population density was 383.5 people per square mile. There were 13,769 housing units at an average density of 256.3 units per square mile. The median income for a household in the town was $49,898, and the median income for a family was$61,108. ' The area is well known for its excellent beaches, farmlands, and fishing. There are three major school districts,volunteer fire departments, and an 80 bed hospital. The mayor industries are farming,fishing,and tourism. ' The unemployment rate is approximately 7%. The area major industries such as vegetable farming,wineries and retail appear to be in better condition than the last two ' years. Commercial vacancies are still slightly higher than last year but the retail and offices in business are mostly reporting an increase in business this year. The North Fork is still a popular destination for day trippers and weekenders. This area is not just ' a summer resort only-the weekends are busy mostly throughout the year now. This trend should continue into the next year. ' Hamlet of Peconic The Hamlet of Peconic is among the smallest in Southold Town. It is a strip ' running from the Long Island Sound to the north to Hog Neck Bay at the southern portion,then easterly to Carroll Lane and westerly in an irregular line to the east of Bridge Lane. Waterfront homes on both the north and south boundaries are, for the most part, large and expansive. Tucked in between are a variety of properties varying from bed&breakfasts,multifamily homes,unheated summer cottages,and year-round residences of various architectural design. Maintenance is good. There are working ' farms in the hamlet as well as wineries and vineyards. ' 7 ' Neighborhood Details Zip Code 11958-Peconic,NY USA County 11958 USA County 11958 ' Current Population 308,035,306 19,378,102 711 Residents per sq.mi. 87.1 411.2 209.0 Population-2000 285,036,114 18,941,933 615 Change 2000-current year 8.1°x6 2.3% 15.6% Population-1990 251,960,433 17,945,409 620 Change 1990-current year 22.3% 8.0% 14.7% ' USA County 11958 USA County 11958 Male percent 49.3% 48.4% 52.0% Median Age 37.3 37.9 49.4 ' Female percent 51.0% 51.6% 48.0% Households 116,716,292 7,317,755 285 Average household size 2.58 2.57 2.49 ' Marital Status Family Type Married 49.1% Married wf kids 35.946 ' Never married 31.2% Married wfo kids 41.7% Separated 5.3% ' Single wf kids 9.7% S.4% [Divorced 8.146 Single w/o kids 12.7% ' ' Suffolk County 11958 Zip Code Suffolk County 11958 Zip Code ' USA County 11958 USA County 11958 Income-median household $50,935 $54,602 $66,214 Unemployment rate 8.60% 8.00% 7.00% Income-average per cap $26,154 $29,753 $31,450 Recent job growth 0.35% -0.33% -1.47% ' Cost of living(100=avg) 100.0 127.3 175.2 Sales tax 5.000% 4.000% 8.625% Commute time(min) 28.1 35.4 31.8 Income tax 4.70% 6.85% 6.85% Health cost index 100.00 110.30 111.20 Property tax $11 $19 $26 tg ' Median Household Income 17.7% 16.9% 9.9% 11.9% ' 5.6% 5.5°/6 6.1% 4.3% OA% ' undar$15k 25-3% 50-75k 100-150k 250-500k 15-25k 35-50k 75-100k 150-250k over$500k ' Suffolk County 11958 Zip Code ' Population by Age 16.5%16.5% 14.3% 11.25'0 111.9%1111.9% 6.6% 7.1% 7.2% ' S.8% 4.5% 6.1% 4.4% 2.6% 1.9% ' 0.4 10-14 15-20 25-34 45-49 55,59 65-74 8430 5-9 15-17 21-24 3544 50-54 60.64 75-84 Suffolk County 11958 Zip Code USA County 11958 USA County 11958 ' Median Home Value $153,800 $233,200 $474,100 Homes-owned 57.7% 48.1% 48.3% Home apprec(12 mon.) 1.6% -2.4% -2.8% Homes-rented 30.9% 42.2% 9.5% Home median age(yrs) 35.1 54 44.6 Homes-vacant 11.4% 9.8% 42.2% Average Rent-2br $786 $912 $1,770 ' 9 ' Owner-Occupied Housing by Value 1 30.1% 25.3% ' 13.8% 13.3% 6.7% 3.646 3.7% 0.1% 0.3% 0.4% 0.3% OA% 1.9% ' under523k 40-6Ok 80-100k 150-200k 300-400k 500-750k over$1000k 2040k 60-80k 100-150k 200-300k 400-500k 750-1000k Suffolk County 11958 Zip Code USA County 11958 USA County 11958 ' Crime risk-personal 4 5 3 School expenditures per pupil $5,691 $10,127 $13,526 Crime risk-property 4 3 3 School pupil/teacher ratio 15.3 13 12.5 Voting-Democrat 52.87% 62.80% 52.53% Students per librarian 803 425 511 ' Voting-Republican 45.62% 36.11% 46.53% Students per counselor 513 422 457 Voting-Independent 1.51% 1.09% 0.94% Physicians per 100K pop. 261.3 349.4 287.2 Educational Attainment Occupations ' Management 3 HS grads 85.8% 1 .7% 2yr degree Sales 28.8% 8% Service 14.5% ' 4yr degree 15.446 Coast&Manf 10.3% Graduate Degree 11.6% Farming ' 0.3% ' Suffolk County 11958 Zip Code Suffolk County 11958 Zip Code ' USA County 11958 USA County 11958 Elevation(feet) 1,443 940 31 Sunny days per year 205 165 207 January low temp(deg.) 20.5 16.6 23.3 Air Quality Index 82.8 38.5 31.3 ' July high temp(deg.) 86.5 81.8 81.0 Watershed quality index 55 64 61 Annual rainfall(inches) 36.5 41.1 41.6 Superfund site index 71 57 10 Annual snowfall(inches) 25.0 57.9 26.8 Comfort index 44 53 48 ' Annual Days with precip 100 133 115 UV Index 4.3 3.3 3.7 ' 10 ' Commute Modes Average Commute(minutes) 78.3% 15 or less 26.1% t15-29 3M% 30-44 19.2% ' 9% s.4% 45-59 7.5% 3.7% 2.5% Over 60 14.9% ' A.to Home Mass Transit Carpool Other ' Suffolk County 11958 Zip Code Suffolk County 1195$Zip Cone ' Housing by Year Built 17.6% 21.7% 17.9% ' 9.4% 8A% 8.4% 9.7% 5.9% 9.4% ' 1999 to Present 1990-1994 1970-1979 1950-1959 1939 or Earlier 1998-1998 1980-1989 1960-1 969 1940-1949 Suffolk County 11958 Zip Code ' 11 1 ' I. Economic Trends ' In the early part of 1987 we witnessed a peak in real estate market activity and prices. In 1988 through 1990 we saw a down trend in real estate market value mainly due to an oversupply of listings, lack of motivated sellers, few buyers and poor economic conditions. ' The end of 1990 and the early part of 1991 had indicated a bottoming out of prices and a slight increase in market activity. The early part of 1992 to the current time has continued to indicate more market activity mainly due to more realistic pricing of ' sellers and an increase of buyer interest. In 1993,the East End of Long Island generated its most sales since 1988. A combination of low bank interest rates and motivated sellers were the mayor reasons. 1994 was similar. ' In 1995, and 1996 in particular,the market activity increased and was rated as good for low priced homes and home-sites and fair to good for other price ranges depending on the offering prices. Vacant acreage and farms indicated an increase in number of sales. Commercial properties had a similar trend based on asking prices. The overall marketplace was rated as"active market"and the trend for 1997 was a ' seller's market with an increase in the number of sales and sellers receiving at or near asking prices. 1998 continued to be a very active marketplace. The number of sales increased and inventory dropped. The residential market was very strong,the vacant ' land marketplace was strong and the commercial marketplace fair but improved. 1999 continued as a very strong buyer's market for residential property. Commercial property was not as strong as the residential market. 2000 through 2006 continued to be ' a very strong seller's market for all types of residential properties. Commercial properties showed more activity and indicated a fair to good marketplace. ' 2007 continued to indicate a good marketplace for the area. The listing base increased for residential and commercial properties and there were many qualified buyers. 2008 indicated an increase in real estate inventory, a reduction in the number of ' sales and a slight decrease in market value. The residential marketplace has indicated larger reductions in value than commercial property. This trend continued from 2009 through 2011. 2012 and 2013 started slowly,but the number of sales has increased from the prior years on the North Fork. 12 Part 1I.—Economic Trends—cont'd. The number of foreclosures on the North Fork has had an insignificant effect the ' marketplace. Mortgages are available and the interest rates are attractive. The economic trends for the East End of Long Island are favorable. Interest rates are declining and there is more buyer interest. Owners willing to negotiate are finding ' qualified buyers. The financial crisis from the last two years appears to be waning especially on the North Fork. There are very few homes in foreclosure now and these numbers will dwindle further into the next year. The prices for residential and ' commercial properties appear to be bottoming out-more sales being made due to increased buyer interest and owners willing to negotiate. This trend should continue ' into 2014. ' J. Ownership According to records available through the Town of Southold,the subject is owned by Michael J. Hirschhorn&Jimena P. Martinez ' K. Occupancy Single Family Residence L. Sales History of the Subject ' Same ownership since 2/2/12,Terranova to Hirschhorn&Martinez,liber 12684, page 800,consideration$ 1,050,000. 13 ' � .,.'I„I1����III VIII IIII��IIiI II�IhIIII���I�I IIIh III IIf SUFFOLK COUNTY "�LERK RECORDS OFFVCE RECORDING PAGE Type of Instrument: DEED Recorded: 02/10/2012 Number of Pages: 4 At: 02:52:55 PM Receipt Number : 12-0016878 TRANSFER TAX NUMBER: 11-13937 LIBER: D00012684 PAGE: 800 District: Section: Block: Lot: ,! 1000 067.00 01.00 007.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $1,050,000.00 1' Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE 5.00 NO NYS SRCHG $ $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO ' Cert.Copies $5.00 NO RPT $30.00 NO Transfer tax $4,200.00 NO Mansion Tax $10,500.00 NO Comm.Pres $18,000.00 NO Fees Paid $32,930.00 TRANSFER TAX NUMBER: 11-13937 THIS PAGE IS A PART OF THE INSTRUMENT ' THIS IS NOT A BILL i JUDITH A. PASCALE County Clerk, Suffolk County I 14 1 RECORDED tuber of pages 21012 Feb 10 02:52:55 PM JUDITH R. PASCALE CLERK OF his document will be public SUFFOLK COUNTY ecord: Please remove all L D00402684 P sn Social Security Numbers DTIt 11-13937 rior.to recording. Deed/Mortgage Instrument Deed 1 Mortgage Tax Stamp . Recording/Filing Stamps FEES Mortgage Amt. ge'1.Filing Fee• 1. Basic Tax Iandling 00 2. Additional Tax , 1-584 � , Sub Total Spec./Assit. ,lotation ��� --- or 52 17(County) Sub Total Spec./Add. C TOT.MTG,TAX 1-5217(State) Dual Town Dual County — I.P.T.S.A. PPo for Appointment Held� .� t mm,of Ed. 5• 00 Transfer Tax . . Mansion Tax / Affidavit The property covered by this mortgage is e d Cop — or will be improved by a one or two family dwelling only. tnif S Surcharge 15. 00 Sub Total YES or NO �ther 2 If NO,see appropriate tax clause on Grand Total_ - page#— _of this* 4umetnt. Dist. 10( 92002932 1000 06700 0100 007000 Ao 5 Community Preservation Fund T 1,050J p o0 eal Property R A Consideration Amopunt�$ Tax Service FB 1 PF ax Due V/ E' no a Agency erification - / Improved x 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address ! Vacant Land RECORD&RETURN TO: 1 — ! � ABIGAIL WICKHAM. ESQ. TD P, O.,BOX 1424 TD MATTITUCK, NY 11952 TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 1 310 Center Drive, Riverhead, NY 11901 Co.Name ARuebogue Abstract www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms pan of the attached Deed made by: • (SPECIFY TYPE OF INSTRUMENT) 1 PETER S. TERRANOVA JR. AND JOHN P. TERRANOVAe premises hereip is situated in AS T -r-TEES, SUFFOLK COUNTY,NEW YORK. 1 TO In the TOWN of SOUTHOLD MICHAEL J. HIRSCHHORN AND JIMENA P. MARTINETnthe VILLAGE pECONIC or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRIN'T'ED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. �i 15 z . ' BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 ' CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING. THIS INDENTURE,made the 2— day of ��jyz� 2012 between ' PETER S.TERRANOVA,JR.,residing at 415 Sound Avenue,Peconie,NY 11958, and JOHN P.TERRANOVA,residing at 6 North Bridge Place,Mt.Kisco,NY 10549, as Trustees under Trust Agreement dated July 10,1992 party of the first part,and MICHAEL J.HIRSCHHORN and JIMENA P.MARTINEZ,husband and wife, residing at 307 Sterling Place,Brooklyn,NY 11238 party of the second part, WITNESSETH,that the party of the first part,in consideration of ONE MILLION FIFTY THOUSAND ($1,050,000.00)DOLLARS and other lawful consideration,lawful money of the United States,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ' ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,lying and being at Peconic,Town of Southold,County of Suffolk and State of New York. SEE SCHEDULE'A'ATTACHED HERETO AND MADE A PART HEREOF ' Being and intended to be the sane premises conveyed to the party of the first part by deed dated 7/15/1992,recorded 7/21/1992,in the Suffolk County Clerk's Office,in Liber 1)504 CP 460,made by Pauline D. Terranova. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or ' successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. ' AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will ' apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so ' requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first ' above written. ' PE .TERRANOVA,AL JPM P.TERRANOVA 'NYSBA Rgiddeauiai Real ESUIC Forms on Hou)we(9100) 16 Copydghl CapsoR°Development -l- 1 STAVE OF NEW YORK ) I )ss.: COUNTY OF SUFFOLK ) On the '�- day of February,in the year 2012,before me,the undersigned personally appeared Peter S. Terranova,Jr.and John P.Terranova,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that they executed the same in their capacity,that by their signatures on the instrument,the individual,or the person upon behalf of which the individual acted,executed the instrument. NOTARY P KENNETH B.TA HLER Notary Public,State of Now York No.OI ZA4517878 Quallflod in Suffolk County Corn,wasion EWres Fab.28,2076 DEED T*de No. Section 067.00 Block 01.00 TERRANOVA Lot 007.000 County or Town SUFFOLK To IHIRSCHHORN Return By Mail To: ABIGAIL WICKHAM,ESQ. P.O.BOX 1424 MATTITUCK,NY 11952 Reserve This Space For Use Of Recording Office 1 1 1 1 FRA Residential Real Estate Pam on tlotlOms°(9=) 17 Copyright Capsono Development -2- Certificate of Title First Aptterican Title �r By: Fist American Title Insurance Company Schedule A Description ' Title No.: 632-S-8949 AMENDED 0111812012 ' RE-AMENDED 0113012012 dp' ALL that certain plot piece or parcel of land with the buildings and improvements thereon erected situate lying and being at Peconic, Town of Southold, County of Suffolk and State of New York, known and designated as Lot No. 5, as shown on a certain map entitled, "Map of Peconic Shores, located at Peconic, L.l., property of Wm. B. Codling", ' by tiled 8/5/1924, in the Office of the Suffolk County Clerk as Map Number 117; and additional described property, said lot and described property when taken together are ' more particularly bounded and described as follows: BEGINNING at a point on the northerly side of Sound View Avenue, said point being the intersection of the northerly side of Sound View Avenue and the division line between lots 5 and 6 as shown on the above described map; ' RUNNING THENCE along said division line, north 35 degrees 30 minutes 00 seconds west,a distance of 381.67 feet to the average high water mark of the Long Island Sound; THENCE along the average high water mark of the Long Island Sound, north 41 degrees 17 minutes 00 seconds east, a distance of 51.36 feet to the division line between lots 4 and 5 as shown on the above described map; THENCE along said division line, south 35 degrees 30 minutes 00 seconds east, a distance of 393.42 feet to the northerly sidc of Sound View Avenue; ' THENCE along the northerly side of Sound View Avenue, south 54 degrees 30 minutes 00 seconds west, a distance of 50.00 feet to the point or place of BEGINNING. ' Together with all right, title and interest to any land accreted, or any land now or formerly under the high water mark of Long Island Sound. ' FOR INFORMATION ONLY: District: 1000 Section: 067.00 Block: 01.00 Lot: 007.000 ' 18 . - ........__......................- . ..........-_. ........... ............ ....... _. ' - PLEASE TYPE OR PRESS FIRMLY WHEN VIIRITING ON FORM INSTRUCTIONS 4RP.62174NS►:wwwArps ge"-u* FOR COUNTY USE ONLY C1.>IY�Ctkr New Ypk soft Dsparkata d Taxation and Finance a Dar WW R.OwdW oa, 0 , a OM=d ReW PMP"Tex SOVIM RP-5217 ' CA Book , �O L Pa� Rol Popov Tranow Raper!(WO) ssAOR197—m '-=I 280 1 Bound Avenue dit<hp Peconic I I as mria vary w� i° I liirachhorn i Michael J. J 1 Mar, s i Jimana P. &T= kraabttthw.Ad"TuWkwombeum nbltw aahwtttmuttya@a t=(AbMmdkrm)l_� Adkm ON pwadstrarmbn■d■.~ tMM■d I tj adPavY m Peed.Pahl rMof■hoNJCMOs■■M■1aPW) ❑ ' 1A.Pb•ttatq 9■wd vah h60wWOn Artawky Etta RDNd r desutdMOMAppmvdruROytdradbTtrtakr ❑ � D�x 1 V�J OR I ( 4C.Po Mpg Ow SvkAyklon.kh Mop PmWdrd ❑ a� I_Ter a `� I PAWS S. Jt, 1 I I Terranova John P. 1 �vsr I.Chottltsm b■bDmwkM m•a awr■goy dnorbaa m■wa d M pmpwq tram bw daft Chntem Mw■rd■w w"appir. 0.0wtwdipTypakCwftmk" ❑ A oft ran"Rrww" T: A>i�a 1 QXWMW&WdM 0.Newaaa■utdonmwarrl.atd ❑ B 2 or Fwrey Raddwed F Ctaaard■I J kdwwm 101E Pjwmy l.orakd wKmnA,dvA"DOOM ❑ C Rumirdd Vatwntl and G APwltnwa K Fukar 8arvka 1211.bqw motto a dwl a rM w l I Inp ❑ O NwwtndwrtldvmmvtLartd 11 6usraY.nw-IAmtt■wwta L Form hr em papalykbrMAatbdbdOkbb! SALE bI-MMT10N 10.t7ask Nrm a wm d srw a■■ilo■o r appsab*r koratsr 11.flat cook"Daft 1 12 2 / 11 I A sat tktl•aan Rdsbwaa Fonttw Irllrtraa B tkM Bsksasn Rttttsd CwtpdwOr Pabtw■rn tkabt■rs C tamaweryw.rtwN■Baew It Deb ofidu1Trwabr D sy.rorBdw*awmm oApwayorL■m*tpkmftdm ow Tw E DaW TyoNwt W■rwdy w bojOn tmd 80Ispadb Mdow) F sodaaFrdwdwLrsttt■nFroWwadiIPa Abu d•rr) 10.Fas sub Prks 1 1 0 • 5 . 0 G E4",- am"in Papwty bdwam roar*elarw and ads own ' .0 . 0 .0- 0.0 11 babdBuokwnakxbxkdm gob Pro■ (FM Bab Rloa b hatwr■mwd pak brtlta propmy kl%*%PatawM PMWIV. i Oho lkatwtd V@Wm awd sw Pik■(%I Wb Babes) Map aynutdm■yMindwfor•downodwProPayargoods,arttwarstas - d ] Now tt twtp■pn Grow a0rp■Ywtt) P*ws wo■d4 ars raOS•d Odrnlr dsPOromounl tl bwkn%we wbm or poraerW 1 0- 0.0 1 pr•pw I babi■d b M nb ;-- , , 1 , , rA$—WMMW IIFORIAATKIN -Dar*mN roMtl ew WW Fhd Akaawmard Rd rd T.IR 10.Idd,h idrr.talb■ 1 ka. t7.Tteml A■NaNwd Vakr(daM Prod►b IL Propwv cbm Lt �r wad"DNkt umm 1 sa Tw Yap lasrmme))w WNM40 1 r men arw taw.a■tsh aMd wAh oddde.d Ida■eawp)1 ' 1 1000-067.00-01.00-007.000 I 1 t BM 1Cl1TKMI ' s oft.YMlko■OOrafltrlwwrYrawmWMOWftmom"mom Sw.dItoM Mddrrp bvwsMkoa/kNSsWlnr■wwwdMtWmY•wdaq.lkrd tYtso■INSrrrtO d a.IwW t•p kan*trb Sayre art am p ��y�rabtk.r OkattraNaa atd Yra d krrtr.sras. 1Btdw.rwnrrwak•btgwNardugw.uc.seasV.msonMOaeopwsru.prrsa t otrwmM.aasaoottur•a■tmwtw�wraartswbuOaKmw■n mdatarh d•Ilr■II 111aC _ 0471_jd_a/fk1L Ttlm/a ar yrgrerrpnmtrwgwdlptr.•sMPMN arayrttatd M.N•a■ IIOIIMUI� wwarear•ns trace 631 I 2.qS 8&33 ' � TTCRNEII nt4ata>r rno►taNCtN■.rn W l CkIOM I AB,(�..4ItL wOtw• tw.rtw. 3 // I 074yrjjnq— —p)QC@— 631 ` macw snmwr 8 boktum 1 AN ' w.rtoow ,..rta.n.traN NEW YORK STATE ar'o"t0"" a NMr` APO= COPY 19 ' Part 2. Valuation of the Entire Property A. Description of the Subject's Building Improvements ' The subject is a one story, frame ranch with vinyl siding, asphalt shin le roof, ' aluminum gutters and thermo pane windows. The home was originally built approximately 1960,there have been recent renovations and the home is considered to be in very good condition. The dwelling is 29'x 59'. There is a 16' x 29' wood deck. ' The subject interior is finished with wood floors,wood panel walls,tiled ceiling. The home is insulated and heated with electric baseboard heat and there is central air conditioning with a reverse cycle for heat. There are four bedrooms,2 full bathrooms with file floors,breakfast nook, and a kitchen with refrigerator,range, dishwasher and microwave. There is a dining room i with fireplace and a living room. There is a full finished basement with heat. There is an outside entrance. ' Subject Site Description The subject is located on Long Island Sound. The site has 50' of waterfront. The site measures .2 acre according to the property data information from the Town of Southold. 20 ' Part 2. ' B. Zoning ' The subject is zoned Residential—40. The purpose is to provide for single family homes. The subject would be considered to be non-conforming,pre-existing ' use. ' C. Taxes and Assessed Valuation ' According to the Suffolk County Real Property Tax Service Agency and the Office of the County Treasurer,the total 2012/2013 taxes are: Land Value $ 1,100.00 Improved Value 5,300.00 Total Value $ 6,400.00 ' One Year Tax $ 7,276.00 21 ' Part 2. ' A Highest and Best Use Highest and Best Use is defined as: The reasonable and probable use that supports the highest present value of vacant land or improved property, as defined as of the date of the appraisal. The reasonably probable and legal use of land or sites as though vacant,found to ' be physically possible, appropriately supported,financially feasible and that results in the highest present land use. ' There are four stages of analysis: 1)Physically Possible Uses ' 2)Permissible Use(legal) 3)Financially Feasible Use 4)Maximally Productive Use ' The subject's highest and best use is the current use as a single family dwelling. There is a pre-existing certificate of occupancy issued 12/13/11. 22 Part 2. ' E. Three Approaches to Value ' Indicated Value by the Income Approach The Income Approach is that approach which converts anticipated benefits to be derived from the ownership of property into a value estimate widely used in appraising income producing properties. ' The Income Approach will not be used. ' Indicated Value by the Cost Approach ' The Cost Approach is that approach in the appraisal analysis which is based on the supposition that the informed purchaser would pay no more than the cost of producing a substitute property with the same utility as the subject property. ' The Cost Approach will be used for the building improvements only. ' Indicated Value by the Market Data Sales Comparison Approach The analysis includes a dollar adjustment reflecting market reaction to those ' items of significant variation between the subject and comparable properties. If a significant item in the comparable property is superior to, or more favorable ' than,the subject property,a minus(-) adjustment is made,thus reducing the indicated value of the subject. If a significant item in the comparable is inferior to, or less ' favorable than,the subject property,a plus(+)adjustment is made,thus increasing the indicated value of the subject. The Sales Comparison Approach will not be used. ' 23 Part 2. ' F. Valuation Process ' The valuation process is an orderly logical and concise method of reaching an estimate of value. The major steps are: ■ Definition of the valuation problem ' ■ Preliminary study ■ Data collection and analysis ' ■ Application of the three approaches ' ■ Reconciliation of value indications. ■ Final estimate of value ' Following this procedure assists the appraiser in reaching a sound value conclusion. During the process the appraiser is guided by his knowledge of real estate ' economics and conditions existing in the subject market. All available information concerning the subject property is considered in relationship to economic principles and of the three approaches that will provide the most accurate indicator of defined value. ' These value indications are reconciled by the appraiser and the final valuation indication is estimated. 24 ' Part 2. ' G. Cost Approach Correlation ' The cost approach used replacement cost figures from Marshall/Swift Building Cost Manual—an accepted expert in the field of building replacement costs for residential buildings in the subject area. The replacement costs were also confirmed from local building contractors. The subject has 1,711 sq.' on the first floor. There is a full finished basement and a wood deck. The house is in very good condition(2013 pictures included). Depreciation is estimated at 11%- 8 years effective/70 years economic life. ' Subject Dwelling: 1,711 square feet x $275. Sq.' replacement cost= $470,525. Subject Basement: 1,711 square feet x $45. Sq.' replacement cost= 76,995. Subject Deck: 464 square feet x$21. Sq.' replacement cost= 9,744. Total Replacement Cost---------------------------------------------------------- $ 557,264. Less: Depreciation 11%---------------------------------------------------------- x .89 Depreciable Value---------------------------------------------------------------- $495,965. $495,965. round off to: ' $500,000. Subject Depreciable Value ' Cost Approach ' 25 ' Part 2. . H. Final Reconciliation ' All three approaches to value were examined to determine the final market value. The income approach was not used. The cost approach was used and is ' considered the best indicator of depreciable value. The sales comparison approach was not used. ' Upon consideration for the cost approach,the subject would have the following depreciable value: ' Subject Depreciable Value $500,000. Respectful) submitted, An ew S NYSRGA#460W022831 26 Part 3. Statement of Basic Assumptions & Limitations A&B. Statement of Basic Assum Lion&Limitations ' Assumption&Limiting Conditions: The appraiser will not be required to give testimony or appear in court because ' of having made this appraisal,unless arrangements have been previously made therefore. ' Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the parry to whom it is addressed, without the written consent of the appraiser; and in any event, ' only with proper written qualification, and only in its entirety ' The distribution of the total valuation in this report between land and improvements applies only under the reported highest and best use of the property. The allocations of value for land and improvements applies only under the reported highest ' and best use of the property. The allocations of value for land and improvements must not be used in conjunction with any other appraisal,and are invalid if so used. ' Neither all nor any part of the contents of this report,or copy thereof, shall be conveyed tot he public through advertising,public relations,news, sales or any other media,without the written consent and approval of the appraiser. Nor shall the appraiser, firm,or professional organization of which the appraiser is a member be identified without written consent of the appraiser. ' The legal description used in this report is assumed to be correct. No survey of the property has been made by the appraiser, and no responsibility ' is assumed in connection with such matters. Sketches in this report are included only to assist the reader in visualizing the property. ' No responsibility is assumed for matters of a legal nature affecting title to the property,nor is an opinion of title rendered. The title is assumed to be good and marketable. 1 Information furnished by others is assumed to be true,correct and reliable. A reasonable effort has been made to verify such information;however,no responsibility ' for its accuracy is assumed by the appraiser. 27 Part 3.-A. & B. Statement of Basic Assumption &Limitations—cont'd ' All mortgages, liens, encumbrances, leases and servitude's have been disregarded,unless so specified within the report. The property is appraised as though under responsible ownership and competent management. ' It is assumed that there are no hidden or un-apparent conditions of the property, subsoil, or structures,which would render it more or less valuable. No responsibility is ' assumed for such conditions or for engineering which may be required to discover such factors. It is assumed that there is full compliance with all applicable regulations and laws,unless non-compliance is stated,defined and considered in this appraisal report. ' It is assumed that all applicable zoning and use regulations and restrictions have been complied with,unless a non-conformity had been stated, defined and considered in ' the appraisal report. It is assumed that all required licenses,consents,or other legislative or ' administrative authority from any local,state or national government or private entity or organization have been, or can be obtained or renewed for any use on which the value estimate contained in this report is based. ' It is assumed that the utilization of the land and improvements is within the boundaries or property lines of the property described and that there is no encroachment or trespass unless noted within the report. ' Environmental Disclaimer The value estimated in this report is based on the assumption that the property is ' not negatively affected by the existence of hazardous substances or detrimental environmental conditions. The appraiser is not an expert in the identification of hazardous substances or detrimental environmental conditions. The appraiser's routine inspection of ' and inquiries about the subject property did not develop any information that indicated any apparent significant hazardous substances or detrimental environmental conditions which would affect the property negatively. It is possible that tests and inspections made by a ' qualified hazardous substance and environmental expert would reveal the existence of hazardous materials and environmental conditions on or around the property that would negatively affect its value. ' 28 1 L 0 N G I S L A Ar 1 ! i ! H I � ' Horton Pt. L.H O SOUP° TO SE UN\ .CSC F�T� s 0 e +i � a f �& Q Ld i ad pP °a PC app ( tir p }OS p, ~ l a O O � Q 0 0 �Ea PAR Cad. sego � - p/ 1 ! Gt 25 as a �a�15P ZMOCx GOLDSMITH'S 40 I °a :y q""�+e° INLET PARK pip ,+ o� Fp m"nALIE t n, (COUNTY) O//g, L w uNDE F tty f"! R.rpl( SOUND T a i r SOUTHOIO ;NUNHE 1N�s Pt ,. ,. `az STA. f= -O U T H O � ai O P g p0.EENF\fl�y �z �SC� p tM�E�fR 3 00 . L 'ce �F z art�ww o ANC24, i K rc TERRY GT 6 v`E„1 we PK JASMI,y� e 1 50UTH_, H.S. 41 G 4CK LT e <10Np O O tiq AJ >.9 Q��l c6'- yc CREEK DR'`: �\ •� ®E(r$'A 99 ^m Harper La di7 119 1 �qw�N p/� y JO :R ey. 5(u�i rlOLLD SF'f yN�\\\��n ..__......_ _....�. ._.._ X n , INDIAN ". T/TVf =CYST„_ W.Q OAFTO'NG o N� P E C O N I C PS MUSEUM C( q E �CE�r 2z 4y,r��-\,.souT A, IS FNGE RC / N N3o�t EO�� T m Z 3 urm Rp ¢ 3 apgai gg x r 4 W i �G�aWGIFNn � � a v� q�0pp v e Southold 19 t, 8 o ,•� o .e`pp` vlPAS ; G o C e 25 Q N19�q.wlf Ctw :�! Sir O"YI Hj / ``L AD 0 DR str Map ;I n° O WJ ,, _ a v GREAT` HO � ? "ECK f ; 40 41 42 FOR ADJOINING AREA SEE MAP NO.29 2� Q <F WE W- o�G ekoti� 1 ti i 8 Ilk) y 20.8�� e } lop �S / h F ol lb 1 ; PJ � ��ee • '� � � 1 1 1 NOTICE wE WTIXN THE ip�ONN10 OS1RiCK.� w &ov w (2 m w O Fw Oin�e lw F— AMwi OnM Iw N—— 80gO1 5 SEMEN WIVO M/JNTENANGE.Al'EfW10rl° 'OF j YAM,OW Iw —w— MNN�MmIw —SST— 28 Oi5iA1NUTION 6Aer P02'�OF AE to . 5trr u r�. -- _•— IXA1f. M W1E�N T 9Vi F()LIT COUNtt TAF MSPR�'� \{ oNaOw�.o,� taNO�,a I.N AwYra o�u�a l�M--• MAIt uem 12.t A(alar l2.tA ^• —__ r.AOwaw --a-- w.r,.l.,o�N�..�..--vin-- w•eIAARa vwa*[wrrtN WTNOUTMITTENOtRrsaoN _ 12.1 A(.) REM RiOCERiv TAk SER1reC'e A�CE.0 _ miffOOJ"P I T"SH(JM BE"IFIJWY FJ&GOV. _ Subject: 280 SOUND AVE Suffolk, NY Community: Southold (0813) Map Number: 36103CO161G Map Date: 5/4/1998 Map Index: 36103CIND1, 36103CIND2 The subject property 280 SOUND AVE appears to be within 500-ft of a flood hazard. a Flood hazard certification is F recommended. .� of , 5 J� O Flood Map Legend 9' Zone V Zone VE Zone A y4,�i Zone AE '04+e 09A04ej siOi P•I8 ` Zone AO Aso de< Zone AOVEL o��Z��B`o�5 a�tMacsr�r yee Est `a �a�g�eo zone A99 e N 5 �'s<h Zone D Zone AR Zone X500 Zone X Zone 100IC Zone 500IC Zone FWIC Zone FPQ Zone IN Zone OUT Zone ANI Zone UNDES Copyright © 2000-2004 COMPS INC. I A LB Rd R- I L8 LI I Ll ,� ' Town of Southold,NY Monday,February 70,2074 Chapter 280. ZONING Article IV. Low-Density Residential R-40 District [Added i--i0-1989 by L.L. No. 1-1989] § 280-16. Purpose. ' The purpose of the Low-Density Residential R-4o District is to provide areas for residential development where existing neighborhood characteristics,water supply and environmental conditions permit full development densities of approximately one dwelling per acre and ' where open space and agricultural preservation are not predominate objectives. § 280-17. Use regulations. In an R-4o District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged,intended or designed to be used,in whole or in ' part,for any uses except the following: A. Permitted uses: (1) Same as§280-13A of the Agricultural-Conservation District,except that wineries are ' excluded. [Amended 11-29-1994 by L.L. No.26-1994] ' B. Uses permitted by special exception of the Board of Appeals.The following uses are permitted as a special exception by the Board of Appeals,as hereinafter provided,and subject to site plan approval by the Planning Board: ' (1) Same as§280-13B of the Agricultural-Conservation District,except that a children's recreation camp,farm labor camp and veterinarian's office and animal hospital are not permitted and bed-and-breakfast uses do not require site plan approval. ' (2) Libraries, museums or art galleries. C.Accessory uses, limited to the following: (1) Same as§280-13C of the Agricultural-Conservation District. ' § 280-18. Bulk area and parking regulations. ' No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-4o District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,Editor's Note. The Bulk ' Schedule is included at the end of this chapter,and the Parking Schedule iS in§28o-78A. with the same force and effect as if such regulations were set forth herein in full. ' 33 § 280-19. Accessory buildings. Accessory buildings shall be subject to the same requirements as§280-15 of the Agricultural- , Conservation District. 1 34 r ■r r r r r■ r rr r r r ■r r r r r rr rr rr ZONING 280 Attachment 1 Town of Southold Density and Minimum Lot Size Schedule for Residential Districts' [Added 1-10-1989 by L.L.No.1-19891 R-40 R-80 R-120 R-200 R-400 HD A-C Residential Residential Residential Residential Residential Hamlet RR RO Agricultural- Low-Density Low-Density Low-Density Low-Density Low-Density Density Resort Residential Districts Conservation One-Acre o-Acre a-Acre (Five-Acre) (Ten-Acre) Residential Residential Office Minimum lot size(square feet): 1-family detached dwelling Residential unit without utilities 80,000 40,000 80,000 120,000 200,000 400,000 20,000(vii) 20,000(vii) 40,000 Residential unit with community water NA NA NA NA NA NA 20,000(vii) 20,000 vii NA Residential unit with community water and NA NA NA NA NA NA 10,000(xi) 12,000(xi) NA sewer 2-family detached dwelling 2-family dwelling without utilities 160,000(xii) 80,000(iii) 160,000(xii) 240,000(v) 400,000(vi) 800,000(vi) 40,000(ii 40,000(ii) 80,000(iii) 2-family dwelling with community water NA NA NA NA NA NA 40,000(ii) 40,000(u) NA 2-family dwelling with community water NA NA NA NA NA NA 20,000(vii) 20,000(vii) NA and sewer Multi le dwelling unit or townhouse' Multiple dwelling or townhouse without NA NA NA NA NA N 20,000 NA3 NA utilities Multiple dwelling or townhouse with NA NA NA NA NA NA 20,000 NV NA community water Multiple dwelling or townhouse with NA NA NA NA NA NA 10,000 BA3 NA community water and sewer Motel,hotel or conference center guest unit' Guest unit without utilities NA NA NA NA NA NA NA 6,000 NA Guest unit with community water NA NA NA NA NA NA NA 6,000 NA Guest unit with community water and sewer NA NA NA NA NA NA NA 4,000 NA Nonresidential use(as permitted) Use with or without utilities 80,000 40,000 80,000 120,000 200,000 400,000 NA 40,000 40,000 KEY: NA=Not applicable. NOTES: `Roman numerals refer to applicable column in the Residential Bulk Schedule.Where no Roman numeral is indicated,refer to the district column in the Residential Bulk Schedule. 'For multiple dwelling,hotel,motel and/or conference uses(where permitted),this table refers to minimum lot area per unit.Refer to the Residential Bulk Schedule for total lot size,yard and setback dimensions for the applicable district,unless more-restrictive requirements are indicated in the text of the chapter. [Amended 8-1-1989 by L.L.No.14-1989] 280 Attachment 1:1 05-01-2006 ZONING 280 Attachment 3 Town of Southold Bulk Schedule for Residential Districts [Added 1-10-1989 by L.L.No.1-19891 Column No. i u ill iv v A vii ix x A xii Residential Unit 2-Family Where Detached Community Dwellings Water and in R-80 District A-C R40 R-80 R-120 R-200 R-400 HD RR RO Sewer Available District Minimum requirements for 1-family detached dwellings' - Lot size(square feet) 80,000 40,000 80,000 120,000 200,000 400,00 20,000 20,000 40,000 10,000 160,000 Lot width(feet) 175 150 175 200 270 270 75 75 150 60 270 Lot depth(feet) 250 175 250 300 400 400 120 120 175 80 400 Front yard(feet) 60 50 60 60 60 60 35 35 50 30 60 Side yard(feet) 20 15 20 30 30 30 15 15 15 15 30 W Both side yards(feet) 45 35 45 60 60 60 30 30 35 30 60 Rear yard(feet) 75 50 75 85 100 100 35 35 50 30 85 Livable floor area(square feet per dwelling unit) 850 850 850 850 850 850 850' 8503 850 850 850 Maximum permitted dimensions: Lot coverage(percent) 20 20 20 10 5 5 25 25 20 25 10 Building height(feet) 35 35 35 35 35 35 35 35 35 35 35 Number of stories 2% 21.4 21A 2'r4 2% 2'h 21,§ 2% 2% 21/4 2% NOTES: See text of chapter and Density and Minimum Lot Size Schedules for applicable districts. 'Except one-bedroom or studio in multiple dwelling may have 600 square feet.Minimum floor area may be reduced up to 200 for moderate-and/or lower-cost dwellings. Except one-bedroom or studio in multiple dwelling may have 600 square feet. 280 Attachment 3:1 05-01-2006 mpect= 2JWUNAW M M M M M M M M M M K A 4 : f w �x o �r; k `FL i f ! • k- v s � • Y s Copyright 0 2003-04 COMPS INC. t �" ►° . -DISTRICT B.' LET 4d E AC E'AG'E j2 A7 " - S W TYPE OF BUILDING � E , + ► �<" r VL FARM Comm. IND. CB. MISC. Est. Mkt. Value t r"y IMP. TOTAL 'DATE REMARKS te . . P x o OW- R Ew v t1> ?11?17j— 4 • 74917- 4 L 1 scow 1 1 � � kk - NORMAL BELOW ABOVE' FRONTAGE ON WATER ° l t w " � rrrrs Acre "value Per Acre Value FRONTAGE ON ROAD �✓ 1 BULKHEAD 160e 2 DOCK titYacxlldnd 1117 J?o —L 111 7-1p:16--ferra /\j ZC A A 1 1&0-"' 9 6ra I IT v 10� � Plot 2.• -` "f'fl ` r ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■a■?"'.!■IY■■■■■■■■■■■■■■■■ ■■■■■■■■■30amauMi■■■■■■■■■■■■■■■■ ■■■■■■■■■■■OA62mz!■■■■■■■i■■■■■■ ■5!■■■■■p■■■■■m7■■■■■■■■■■■■■■■■ Foundation PC CB OTHER Floors ■!a■■i�i�i■�i�iiiiiii■iii7■■■■■■■■■■■■ ■i►�■■Ei rat ''t1■■■■■■■■■IE�■■■■■■�:��!■■ • ■i�i��"� Finished : .: Interior mil'/ Fire PI ac e Ext. Walls .. ■■■sue ■■■■■■■■■ i N 5URVEY OF LOT 5 ' "MAP OF PEGONIG 5HORE5" w ` E FILED AIJ6IJ5T 5, 1x24, FILE No. III SITUATE: PEGONIG S TOM 5OUTHOLD 1 SUFFOLK COUNTY, NY SURVEYED DEG.15,2011 PROP05ED ADDITION SEPT.25,2012 SUFFOLK COUNTY TAX A 1 ®� -1 -1 -T CERTIFIED TQ &j MK]IAEL L EaRSC EBORN --- 7IIAENA F.MAR1IIffi3 WIi.SURANCB 1 T C ONFANY CIF NM YORK ®SSG ----------- qp 1 �F �9t yam`^ II d NOTES: 7 1 • GAPPED REBAR FOUND NE O PIPE FOUND G. 1 TOPO ELEVATIONS REF.NGVD'29 DATUM _ 6RAPHIG 5GALE 1' 40' FEMA FLOOD ZONES AS SHOWN ON FEMA Fqs 2 -:�«•�' n FIRM 3610360161 H DATED SEPT.25,200q Fp A 0 5J --s•,.....„d:'a=...-- 1 COASTAL EROSION HAZARD LINE AS SHOWN JOHN C. EHLER LAND SURVEYOR OF COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 AREA TO LONG ISLAND SOUND 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 H16H WATER= 1937'1 S.F.OR 0.4448 ACRE RIVERHEAD,N.Y.11901 369-8288 Fax 369-8287 REF:C:\UsersUohn\Dropbox\l1\11-190.pro i 40 �, . �.. 4, w 4 EX.BEDROOM N.i EX BEDROOM Na.1 EX BEDROOM N.3 EX BEDROOM No.4 {' d L ; „y» y EX DECK » GI EX ATH y,".,.. ».. ..uya•.,».s .�pY»„awn a»a=•y==.: I C •• FAII ROHM EX DINIR7G ROOM:: ------------- ;;-------- •��: •• ”' EX.KFCHEN EX BREAKfASf NOOK :: :: :: :: : ,• .. H i S {n 3 PROJECT NORTH EXISTING 1ST. FLOOR PLAN SCALE:1/8"=1'-0" TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE ' SOUTHOLD, NY ' BUILDING PERMIT ' (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37957 Date: 4/19/2013 Permission is hereby granted to: ' Hirschhorn, Michael & Martinez, Jimena 307 Sterling PI Brooklyn, NY 11238 To: ' Additions and alterations to an existing single family dwelling per Sotuhold Town ZBA and NYS DEC approval, and Trustee Non-Jurisdiction letter. At premises located at: ' 280 Sound Ave, Peconic SCTM # 473889 ' Sec/Block/Lot# 67.-1-7 ' Pursuant to application dated 4/11/2013 and approved by the Building Inspector. To expire on 10/19/2014. ' Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $536.00 ' Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 ' Total: $686.00 ' 42 uilding Inspec or Town of Southold Annex 'z 12/16/2011 t, 54375 Main Road t Southold,New York 11971 CERTIFICATE OF OCCUPANCY ' No: — 35334 Date: 12/16/2011 ' THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 00280 Sound Avenue, Pecomc, SCTM#: 473889 Sec/Block/Lot: 67.4-7 - -- - - Subdivision: Filed Map No _ Lot No conforms substantially to the Application for Building Permit heretofore filed in this officed dated ' 8/2/1978 pursuant to which Building Permit No. 991 —..--. g 0 dated 8/22/1978 ' was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is. ' addition/alteration, including deck and central air conditioning to an existing one family dwelling as applied for. This Certificate of Occupancy updates C/O Z-9426 dated 215/79 The certificate is issued to Terranova,Paulin (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aut ri Si natur ' 43 ' fit TAE+✓S lO�✓ CiRCP.LfinGs vlwpod ------- NII,JDr� :drwJo.✓ YilFk— —¢Y yi7ty �_ SIC 4.4)( Y t I h C V) ( _ k i x I � f • NQ 1 1 Ii r DA °CA D NOTED c r� h \ ` FEE /$I_BY: * NOTIFY BUILDING PTMENT 765.2660 qAM re DEAR PM AT t EI)1 d/ o tK si1 0 1 Z ED ;NSPECT;ONS, FOR REQUIR. �r I t R v h 3! l IlE(�l L n I. BEFORE PACKFllUNG FOUNDA- Njeyd T(CN C4 rART FRA/A"-'G 3. SEFOGc a.'^ Y .A 4. FltlAt Y;;�•it _ f'S OF ANY KIND r ROT R�Pvi'3:c; ;riP!ETED 3 OR C F'� DrS:GN 1 Ot:ST;;JC7rc?PJ ;;ROBS QY �� a Y/ REQLiI_•riE:. '' T yz-ET STATE 1 seals �__._._._.-.-...� �.na1�� • 1 1 44 yaFf01�r<� Town of Southold Annex 12/13/2011 54375 Main Road' g Southold,New+York 11971 '+arn•.J PRE EXISTING CERTIFICATE OF OCCUPANCY . 35.335 < Date: 12/13/2011 THIS CERTIFIES that the structure(s)located at: 280 Sound Ave,Peconic SCTM#: 473889 Sec/Block/Lot: Subdivision: — _ — Filed Map No. Lot No. conforms substantially to the requirements for a built prior to ' APRIL 9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z^ — 35335 dated 12/13/2011 was issued and conforms to all the requriements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with finished basement and cement patio.* ' NOTE:BP 9910 addition with deck and central a c updated C/O Z-353 34 The certificate is issued to Terranova,_Paulina (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ' ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED ' *PLEASE SEE ATTACHED INSPECTION REPORT. --- t oriz Sign ture ' 45 BUILDING DEPARTMENT TOWN OF SOUTHOLD HOUSING CODE INSPECTION REPORT LOCATION: 280 Sound Ave,Peconic SUFF,CO,TAX MAP NO.: 67.-1-7 SUBDIVISION: NAME OF OWNER(S): Terranova,Paulina OCCUPANCY: ADMITTED BY: SOURCE OF REQUEST: Terranova,Paulina DATE: —12—/13/201-1 DWELLING: TYPE OF CONSTRUCTION: #STORIES: I #EXITS: 4 FOUNDATION: cement block -- CELLAR: CRAWL SPACE: TOTAL ROOMS: 1ST FLR.- 2ND FLR.: 3RD FLR.: BATHROOM(S): 2 TOILET ROOM(S): UTILITY ROOM(—S): PORCH TYPE; DECK TYPE: PATIO TYPE: cement BREEZEWAY: FIREPLACE: I GARAGE: DOMESTIC HOTWATER: yes TYPE HEATER: propane AIR CONDITIONING: TYPE HEAT: electric WARM AIR: HOT WATER: yes #BEDROOMS: -4 JV KITCUENS—: . 1 —BASEMENT TYPE: full-finished' OTHER: ACCESSORY STRUCTURES:. GARAGE,TYPE OF CONST: STORAGE,TYPE OF CONST: SWIMMING POOL: GUEST,TYPE OF CONST: OTHER: --------- VIOLATIONS: REMARKS: INSPECTED BY: DATE OF INSPECTION: TIME START: lb- 4N END: 46 _44V AV,p' Sv J ,r0 L`r l.�e re0�.� •~�~ was r _ MA Stiore /n 'Per led *,&p .� Cou,r{z� y !J DECti 1973 ROderick lean 7 oy x7 C. to /'G.. Vag.•.,.. �w,,. • h y < LicB�t,sed Land survecfvr s Greers�fior,', ,v. y I 1 w r'MYlltl ii R3a J S!! -.>M9 Of Sl!!N! r e _ I FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY No. 44-973............. Date .....................> .....2L�, R THIS CERTIFIES that the building located at PVT.....�3,X .V*.�V/S...Nill..L& ........ ,,, Street m eep�ic Shores ap No. ...................... Block No. .SAO...1......... Lot No � ...s�•P�C��rG ........................ conforms substantially to the Application-tor Building Permit heretofore filed in this office dated .............Z Me.....,3........ 19,63... pursuant to which Building Permit No. 20.9.1..Z. ' dated ...........................JU*je......14.......... 19..63..,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 ........ .F.rivate...©rm. family d e ling............................................................................................... ' The certificate is issued to ..peter...S.....Tarra nov a...............................�,1'Wner........................... (owner, lessee or tenant) of the aforesaid building. ......... a��fC', :.f ... t...:.:... .................. ' Building Inspector.. 48 ' FORM NO. 2 TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, N. Y. BUILDING PERMIT ' (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL ' COMPLETION OF THE WORK AUTHORIZED) N° 2091 , Z Date .......................e?Me......J ............. 1963... Permission is hereby granted to: Elbert••Auat:Ln....A/C....Pe-ter...UrrAnQ'S A.......... ...........aOr a eupert.............................................. .......................................................................... to ..Build...an..addit .011-a. ..make...a .................................................................................................................:.............................................. at premises located at ..jot. .�-t...... eeOrd Q• •0horeg..................................................................... ...................Sri. . �#st�..jp�/ ..... 3.1... fa 1.....pedonl l................I.................. . ........................................... ......... ................................................. pursuant to application doted am& :••14• .............•1%3..... and approved by the Building Inspector Fee $.�. ......pd..Cl* Building lnspector ' 49 FORM NO.1 /V44 • TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. ' Examined ........ . .... .. 19.�).. Application No. ?�. �5..�............. Approved ..........................►.�........... 19....1...Permit No. Z�,..[ 1 ' Disapproved a/c ................................ y .............. .......................................4................................................................................... .................................t \I .....� . .................... ' (Building Inspector) ' APPLICATION FOR BUILDING PERMIT Date {,L.s,: ...... .r .................. .. 19.43 INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building Inspector. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and giving a detailed description of layout of property must be drawn an the diagram which is part of this applica- tion. • c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such ' permit shall be kept on the premises available for inspection throughout the progress of the work. e, No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. 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 and regulations. ' (Signature of applicant,or name, if a corporation) (Address of applicant) State whether applicant is owner, lessee, agent, architect, engineer gen�era1 coniwactQr, electrician, plumber or builder. ' ...: ..rr,�::d. w. ... �3:� (fi.''�l;u.�t,.•.r.'t,•• ............................. .............................................................................I.................. Nome of owner of premises ................................................................ If applicant is a corporate, signature of duly authorized officer. ..........................................................).................. (Name and title of corporate officer 1. Location of land on which proposed work will be done. Map No.: ........................................ Lot No.: .......... Street and Number Municipality 2• State existing use and occupancy of premises and intended use and occupancy of proposed construction. o. Existing use and occupancy ..., i.t.: ..u.:, :.a.k...,:: ,:61;, t•: .. '.a.� ,::::r: "`.....t............................................�j b. Intended use and occupancy . +; :.i. .,- •,:: ,.. . :.y: ...:: ;r.:f`i. ,� :v. ..s `:t:.: l :.r ..�s,� I� ,50 ' 3. Nature of work (check which applicable): New Building .................... Addition .. .... Alteration ...,.........'.... Repair Removal Demolition .................. Other Work (Describe) .................. ............ .................. 4. Estimated Cost . .�a...................I... .... Fee ................................................................................... .... .. ................ ' (to be paid on filing this application) 5. If dwelling, number of dwelling units ...../........................ Number of dwelling units on each floor ...../...............'.... If gdroge, number of cars ......................................................................................................... N ........... ............. .. 6. If business, commercial or mixed occupancy, specify nature-and extent of each type of use .......r.- ............. .. 7. Dimensions of existing structures, if any: Front ............................ Rear ............................ Depth .............................. Height ............................ Number of Stories ... ..................................................................................................... .... ' Dimensions of some structure with alterations or additions: Front ................................ Rear ...........................,.... Depth ................................ Height ....................:....umber of Stories ................................ �.. 8. Dimensions of entire new construction: Front s Rear ......2.V.. ....... Depth ......... ................... ....................... 1 Height .............................. Number of Stories .............................. 9. Size'of lot: Front ....... � ,?...... Rear ........ Depth .... 10. Date of Purchase .......................................................... Nome of Former Owner ....................... ......................... .. ' 11. Zone or use district in which premises are situated. ....... V.-A ........................................I...................I..... ... 12. Doel proposed construction violate any zoning law, ordinance or regulation? ............. .. ......... y..........,......... . .. 13. Name of Owner of premises. .... �- `-. Address ,�l?..,.,.'��^-.`.:..Q�u�(�-...:�`Pho e No. ..... Nanje of Architect .. ';� ........................ Address ................................................ Phone No. ........... Name of Contractor . :L'�nA�:..4�J� n.;,,,........ Address ..... .......... r.. ... ..................... Phone No. ........... PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions ft prn property Dines. Give street and block numbers or description according to deed, and show street names and indicate whether interior or corner lot. PU\ A i L �� I SQvfvD ' STATE O 1 N EWE ... . ) COUNTYO /� S.S. .••.•....,•, ....... ....................................being duly sworn, deposes and says that he is the applic('nt (Name of individual signin lication) abovenamed. He is the ..............•... ... .. Tk,. .. ...., ..................................................................................................... . . (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 t is applicatiorj; that all statements contained in this application are true to the best of his knowledge and belief; a d ' that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r/ .......... .11.41 do of ............. `` 19.x'-3 .�(�� , .. .. ....... ......... ,... ' Notary Public .. H .... u t (S ignature of applicant)a}e o New York 4963, Suffolk County ' 80100tI6bI0n Expires March 30, 191 I ' FORM NO.1 ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. ' Examined ........... ...............1 19........ Application No. Approved ......................................... 19........Permit No. ................................ Disapproveda/c ................. y.,r�'� �..... ................................................................................................. (Building Inspector) APPLICATION FOR BUILDING PERMIT ' Date........... :'.. ...^^�?r.....t'...3.............. 19.. 3....... INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted in duplicate to the Building Inspector. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or ' areas, and giving a detailed description of layout of property must be drown on the diagram which is part of this application. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the progress of the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances and regulations. (Sig....... . ...f ...............I................................... (Signature of applicant, or name if a corporation) ..........41/1 ��1.A� ....................................................... (Address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. '. .................. ........ . ........................................................................................................... Name of owner of premises ...�J "F"'"�'0 `-` .. ,r�:� .......�............ ...................................................................................................... If applicant is a corporate, signature of duly authorized officer. ................................................................................................. (Name and title of corporate officer) 1. Location of land on which proposed work will be done. Map No: ...........`. `- � r. Lot No: .: ............ Street and Number 04 � r ;?� ........ :� .............(/��:���, .................. Municipality 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ..... -..................................d................................................................................. �'�^^� b. Intended use and occupancy ....... �- .. r,...-.-...=.�... `Q �. ..... . r . !�..................... .......... 52 1 . . . 3. Nature of work (check which applicable): New Building .................. Addition ..... .... Alteration ..............;... Repair .................. Removal .................... Demolition.................... Other Work (Describe) ........................ 1 4. Estimated Cost . 5q;,L?....t........................................Fee ............(to........ ............................................................. .... (to be paid on filing this opplicotion) 5. If dwelling, number of dwelling units ......(.......................Number of dwelling units on each floor ........................... 1 If gprage, number of cars ............................................................................................................................I............ . . 6. If business, commercial or mixed occupancy, specify notureand extent of each type of use ................................ 1 7. Dimensions of existing structures, if any: Front.......................... Rear .......................... Depth .......................... ... Height ........... ........... Number of Stories ....(................................................................................................... ... Dimensions of some structure with alterations or additions: Front ................................ Rear ............................... 1 Depth ............................ Height ................................Number of Stories ........................................ 8. Dinensions of entire new construction: Front..a 2z.. ............. Rear P��Z.................. Depth —1...............�... Height .... Number of Stories......: `-�—'........... ........................ .... ........ 1 9. Size of lot: Front ..............��.................Rear ........,z�...L?.............. Depth ..... .�.�..t............................................... 10. Dote of Purchase .Name of Former Owner .. .. 11, Zone or use district in which premises are situated....... .... .......L:..................................................................... 12. Dod s proposed construction violate any zoning law, ordinance or regulation? ,....../ .................................. /U�..�_ S 13. Nome of Owner of premises Address ...........d....:.:...6..�....•......��ne o. ............... ... 1 Name of Architect ....••............................. .................Address ............................................ Phone No. ............... .... Name of Contractor : :.. �:Q Address ...... --� ........... �..........•........... Phone No. .............. PLOT DIAGRAM 1 Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block numbers or description according to deed, and show street names and Indic to whether interior or corner lot. 1 �flD 1 t ` 1 1 STATE OF NE Y ) COUNTY i )F .. ... ....... S.S. . ale! .......................being duly sworn, deposes and says that he is the opplic nt (Name of individual sign in o n) abovenamed. He is the '^ . ........................................................•.......................................:... (Contractor, agent, corporate officer, etc.) 1 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and ile this applidation; that all statements contained in th�%Wi q t are true to the best of his knowledge and bel f; and that the work will be performed in the mdita rp lt fSAl f� ew'lotopplication filed therewith. Sworn to before me this No. 52.0344963, Suffolk County Commission Ex� March 30 1 �:..�L �S/ ..... ............. � d of .............. a.<,�4�-:..... .... 19.,..3 Notary Public, . � �.:. . . ..... .... . .......... o fly� (Signature of applicant) ����•• •• ' OF'FIC'E ADDRESS: 1 TOWN OF SOUTHOLD OFFICE HOURS&P 58095 ROUTE 2b-P.O.BOX 1409 � HO1E S1�L'TH NY 11971-0499 DECESIBERR CONSOLIDATED-NONMIBED RE.2-T PROPERTY EORTY E TAX BER 1.2011 631-763-1603 FAX:8301 4:00 88-5. IF THE WORD ARREARS"IS PRINTED HERE SEE C"NTY TREASURER'S NOTICE j 473889 67.-1-7 610 0";REVERSE SIDE. 10 7720 280 Sound Ave 10.19 I 281,983,132 1,682,695 ' 260 1 Seasonal res Illt�l�utii�tll��irltllll�l�"�II��II'li�ll'I'lll�'ill���llltr�i 7175 1202011 1,100 6,400 ' Terranova Pauline D 280 Sound Ave PO Box 77 Peconic,NY 11958-0077 Terranova,Pauline D Kai VLEOH[rd VA LL ZAA First Half: 7722 3568.82 12/3042010 6,400 +IV�ucN Second Half. 7722 3568.83 5/27!2011 1.11% of ITS: 576,577 85.87� 8 400 748.8 a. LEVY'16 TAXABLE VALUE TAX AMOUNr TOTAL TAX AMOU FSo uthold School ° 99 1.90% 4,792.95 ut hold Ubrary 2.24% 6,400 25.489 2.00% I 783.00 NEI" { I 4,955.95 'Suffolk County Tax 1.84% 6,400 18.809 0.00% 119.09 i R 1.64°h • • • 119.09 ?Southold Town Tax :ff.71�% j 6,400 258.252 2.40% 1,852.81 ` INT4,1W 22.71% • ' • 1,652.81 NYS Real Prop Tm&aw 0.87% 6,400 9.837 -19.10% 92.95 MTA Payroll Tax 0.05% 6,400 .625 0,80% 4,00 f Out of Cry SCCC 0.08% 8,400 .730 100.00% 4.67 Southold Fb 4.95% 6,400 58.283 1.90% ' 360.08 Solid Waste#)ieMct t.�4% --lt;4W -___47.217 --9-7m 110.15 Waste Water District 0.090A 6,400 1.034 100.00% 8.62 7.53°6 • • • 548.51 FIRST HALF TAX 3,638,18 SECOND HALF TAX 3,638.18 TOTAL TAX LEVY � 7,276.36 DUE DEC.1,2011 PAYABLE WITHOUT PENALTY TO,}AN tp 2012 DUE DEC.1.201t PAYABLE WITHOUT PENALTY TO MAY 31 2012 SEE REVERSE SEE REVERSE SIDE FOR PENALTY BCHEDtu.E S+CE FOR PENALTV SCHEDULE AND CAUNTr TREASURE R'$s toTicE THIS TAX MAY BE PAID IN ONE OR TWO INSTALLMEI PATO NY.! A,sbL7iisiCTj-- T T---j F R _- 1 ' Terranova Paulina D The following bank branches located within the Town of Southold accept payments during regular business hours: 1I ' Bridgehampton National Bank,Capital One,Suffolk County National Bank. �ILut L �-'`1 (. t 4738890000000067XZ1Z7007720110000000000363818007276362 C �Vn ' 54 Hirschhorn Property Date: Novem6er 20,2012 Situate: 280 Sound Avenue, Peconic, NY scale: 1.0"= 10.0' Suffolk Environnient�d Colistiltilig, 111C. SCTM#: 1000 - 67 - 01 - 07 Drawn by: ifl-Adapted from the 121ans drawn 69 Michael hand Proposed house raises the roof line from the pictured 11'10" to the proposed 14'11" (overlay). The proposed railing surrounding the new roof is purely decorative, and no roof access is planned. IL 'A .ea ilk, lditIIg1 0tvI Bldg Dept copy from ZBA Final review E L,2 • r e � .. e Ili Date:' *a WRIM LAS emu, w. M r 7- vrwr 1. 's. ■ Proposed Roofline _ : 14 11 I■IMI■IIIIN._ �____ �.� �szzzz J . . � M I . � I MOM Existing Roofline 11,101, Page 1 of 2 Hirschhorn Property Date: November 20,2012 Situate: 280 Sound Avenue, Peconic, NY Scale: n/a SCTM#: 1000 - 67 - 01 - 07 Drawn by: fl-Adapted from the Puns drawn by Michael hand Proposed new roof height 0 14'11" at seaward edge of o house. IL a _ o - I I o- M Bldg Dept copy . ZBA Final rev iewgd d?c ents �y ZBA File# (pp CCPP 11 Railing for decoration Date: only. No access to roof. TT T 4T-14m , i rJ--- 1 1111 1111 1 1 11 1 1 1 FY- 0 o . 14'11" 14'11" 0 - o HII I i -o Page 2 of 2 uj J z _ ------------------------------------- ............................. r ::::_:: .. Q V -•-•••••. z . A w • -----.... Q r------ . o Ooh Q xj N = ...........s3s==,o V UJ m b � P4 _ ... --. ---------------- U. 7-77 CL tiM b<.�.eplaad Uragheut p Basement °- DRAWN BY: MH pF NE4V 2/24/2014 10� SCALE: 1/4" = V-0.. FEB 26 2014 J n W SHEET NO: u w do p A RDFESSION AMIi`TDMEAT z 0 d- d-M d- < U goanng 0 0 C14 00 w cn .............................. 0 Au ELEVATED PLATFORM O O.............. cz ---------------- 1st. floor DRAWN BY: MH 2/24/2014 A OF Ntk�, SCALE: 1/4" = l'-O" CD CD D 0 �p oi- SHEET NO: M LU 0 0725 ssmA AMIANDMENT z Q V oz zw ......... ....... ....... go AW 2nd. floor Qz w R � O � � zAz Generated by REScheck-Web Software a� Q Compliance Certificate O w Q ° Project 00 Eneryy Cede: 2010 New York Energy Cation Q N suffo&County.New York r 6—type: single-f—ily v Praiert Type Addition W Cl.nem Eane d(5750 H001 f^ ermn Goa: V ' Permit Number. O C.,--.,See: D—tAgen[: Desig—ICan:ractar f� e. aaaer tar cede �..,o-.�mw of as r�sr Ar�.�.e'�a m���-u..'..N•.e...�.....-••�.r..:..rww. //'�� Envelope Assemblies eang—hdnd ..3 m.0 0.0 DRAWN BY: MH ced„q:f4t e.sars.a.r . 105 36.6 66 6.a3s wev:weed creme.lAila.e t as is a o.6 6.oc6 is Cep.:Ohxz 86 0.310 2E � 2/24/2014 W.doe-Wood f.eme.]Prx wi law-E 320 0.360 1 WeK:Nbod frame,.Q.ae xs 11.0 0.0 0.— .s .�E OF NFL SCALE: 1/4” = 1'-0" Ylr•dow-Woad fame.2 1 of law-E 211 6.306 62 mpAerrr:3teeemn<:the pmpazm wilding design dezc.ibed F.e+e n cmz: +rtM ti,e buik�•y p4rz,apecrfcstiwn.era IXher 5�F, J. DfF,Q��0 <ak-,dwiam w6mad wh dx pcimrt sppliouen.the 0•waaed b+�ld;ng Ms beee desgned m meecthe 3610 Lew York Erayy /Q Conservwn Conx.LCmn Code rewra•rrC m M—h-k Version 5.3 0 eM m cwnplr xidr the mendemry mquire+na+w M1sted:r dw P.EScheck Inzpcmen Checkl+zt ,Q- Q gn�rs ) SHEET NO: 0 — rn Ln A pfiM� aep62 aai o is FSS O Q3 AMIN )MENI ox lm Page i u u i M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com A t) z EXISTING SIDEWALK (EXISTING DECK) (EXISTING TO BE RE-BUILT) (EXISTNG TO REMAIN (NO CHANGE) (EXISTING BASEMENT ENTRANCE) 5'-5" 91-711 9'-3'/Z" O AN31S-3 OVE CXW15-3 LSR AN31S-3 OVEI CXW15-3 LSR 11-778 ML (3)1-3/4X9-1/2 ML HEADER (3)1-3/4X9-1/2 ML HEADER 1 I I I I Ln GIRDER fV In n N I ; r 1 1111 M I 1 1 nn Z x 1111 Q U 1 1 , 1 1111 --� . � - ------------------------------ ..-� ----------- I I ' 1111 (3)1-3/4X14 ML w/(2)3/4"STEEL FLITCH PLATE -- ' 1 1 nu UP t 1 nnw I 1 uj 1 IIIIK W , 1 1 111 J � J = I 1 1 1111`C O a0 N ---------- r , _ _ ____ EX. BEDROOM No. 2 EX. BEDROOM No. 3 EX. BEDROOM No. 4 X �w ,14"TI1360 WOOD-1 FI @16"OC„ __________ 1 � 1 1 1111. = a0 O n - 1 ------_- 1 1111 � to I In 0 1 1111 1 1111 ^^ 3 SZV 1 1111 LL U 10X10 FG COLUMN w! Q V 3 BASEMENT 1 1111 6X6 ACQ POST(1YP.) S 1 - Ln EX. DECK EX. LIVING ROOM N (EXPANDED HEIGHT)10'CEILING EX. BATH COVERED w 1 1 1 ,111 Z x -1 2X6 WALL I' No. 1 EX. BATH Vol A PORCH Q V 3/4" SHEATHING �l ■: BEAM TO BE FLUSH No. 2 _ P-4 m 1 I w/FLOOR SYSTEM O 1111 CATHEDRAL I I V J Z mI CEILING „ NI 1 =■ unw 0 � m r • 1 1111D O `O LL�I Ali I I � W 1 Iluoc Z O ��� q - C) 1 nu Z %D -1m �1 lD 14"T11360 WOOD-1 Fl @16"OC VI I �`'I ' ""°° XI 1 �1' EX. DINING ROOM I I I •—■+ t-1 nnr� �w vI I x■' I I 1 ) Z EXISTING SIDEWALK , nn� m > M �r , O 111 M 1 I I EXI STI N G STAI RS TO N ; EX. KITCHEN 1 1 W O r 1111 BASEMENTTO REMAIN `J1 1 :V■1 I I I 1 EX. BREAKFAST NOOK U (� O w . � . � .�z� ]34X19 MLct�31'£S �FiI�CHPLATE — � . -1 I I I I 1 1111 � � ----------- --------------------- -------- --'- - --------------- a 1 1111 _'�_ —a_ -r 1 1111 M ELEVATED 1 Q 1 1111 Z Q V ; PLATFORM X ; IIII 11-7/8 ML ^ ■ O x - GIRDER 1 (3)1-3/4X942 ML HEADER U� (3)1-3/4X9-1/2 ML HEADER DRIVE WAY N AN31S-3 OVER[XW15-3 LSR AN31S-3 OVE CXW1S-3 LSR I 1 5'-511 91-711 51-41/211 1 01 A 6'-011 2o'-4'/2" (EXISTING) M"� EXISTING SIDEWALK (NEW COVERED PORCH (REBUILD EXISTING:2X4,8' PLATE HT TO 2X6,10'PLATE HT) OVER EXISTING DECK) �� o A 0 1). REBUILD WALLS WITH A PLATE HEIGHT AT 10'-0". 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE,PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1ST. FLOOR PLAN 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 WALLS AT R13. s r r �I W �� SCALE: 1/4" = V-011 4),DOUBLE UP FLOORJOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE I ( �^, rE I BLOCKING AT 8'-0"O.C.AND MIDSPAN. 8). INSULATE CEILING BETWEEN FLOORS WITH R30 INSULATION. 5).PROVIIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" SHEET ROCK i JAN 16 2014 OTHE=RWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS PROJECT NORTH ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10). INSTALL SMOKE AND CO DETECTORS TO CODE. N S MICROLAM HEADERS. TM'Wt of 0!iTHOI_D DRAWN BY: MH 1/11/2014 SCALE: 1/4" = 1'-0" of NEw C.:) . DE fR'�,pt _T 0� SHEET NO: 1: I.1, z 7 SS10 P AMIANDME T I. M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michaei @mchdesignservices.com A 24'-311 0 5'-5" 8'-03/" 101-9'/41, V-1 0'/z"10 f t DECKING AND RAILING P R OWNER SETBACK FOR BALANCING ROOF 1 M CXW15-3 CXW25 0(3) 8 DF#2 HEADER (3) 2X8 DF#2 HEADER .------ ---- - --- - 161-911 21-211 -- 1 II Ln 1 I N 1 1 1 1 3 1 1 1 1 -- -- - x 1 1 1 1 _ u1 1 1 1 ---- - - L Q L(1 w" 1 1 1 1 \ = x d> _1 N1 - -------- �_u4 0? ---- o =_ ______-_ In zu -_ ___---_- C �, MASTER BEDROOM - ----- W 0 ^ CATHEDRAL CEILING c; x ^ co N w ry DN -(2)2X8DF#2- - - - S'�"- - - 2'-6 ' z 6'-O'/zll 41_011 1-8'/z' �^ _ = o C) W w �o ® M HALL M E `L N m a o _ OFFICE H � - O (� CATHEDRAL i i T-6" N N e CEILING SH p M 0 ^ Z UJ cz P4 U �1 1 1 1 W 00 x pW.,r,4 O 1 1 1 1 ASTER N Q O O V N 1 1 uj - - --- •-- ----• _ ° BATH M _ Q W M d\ rn (3) X8 DF#2 HE DER (3) 2X8 HDR. Q CD CXW15-3 CW135 N V DECKING AND RAILING PER iOWNER 15'SETBACK 1 M Q 51-5" 121-63/411 3 " F�1 8-11 /4 2!6-1'/z" �1 A 0 1).PLATE HEIGHT AT 8'-O". 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 2ND. FLOOR PLAN AND 2X4 WALLS CEILINGS R I O 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C.. 7}.INSULATE CEILINGS WITH Rao INSULATION.ALL CATHEDRAL 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF SCALE: 1/4" V-011 SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM 4),PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS INSULATION 1'-O" FROM EXTERIOR WALL PLATE INTO HOUSE ON OTHERWISE NOTED.ALL OPENINGS OVER 3 FF.TO HAVE 2 JACK STUDS CATHEDRAL ROOF PARTS. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR PROJECT NORTH MICROLAM HEADERS. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK, S N BATH TO BE MOISTURE-RESISTANT. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE LIVING SPACE:550 SC? FT. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9). INSTALL SMOKE AND CO DETECTORS PER CODE. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DRAWN BY: MH 1/11/2014 SCALE: 1/4" = V-0" pF NEW yo DE4/?. o p� SHEET NO: r- w Lu 072 '4pFE � N r 1 0 A1114 N 1)11EjN RETAIN STORM WATER RUNOFF APPROVED AS NOTED PURSUANT TO CHAPTER 2367 e OF THE TOWN CODE. DATE: j ' B.P.# FEE: oa BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE � L A r) -. ' 'MBING FOLLOWING INSPECTIONS: t• NG WASTE 1. FOUNDATION - TWO REQUIRED S NEED FOR POURED CONCRETE Design Service s COVERING 2. ROUGH - FRAMING & PLUMBING 3. INSULATION PROPOSED 2ND. FLOOR ADDITION PROPOSED 2ND. FLOOR ADDITION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. www.mchdesignservices.com ALL CONSTRUCTION SHALL MEET THE phone: REQUIREMENTS OF THE CODES OF NEW (631)298-2250 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. a-mail: _ michael @mchdesignservices.com o °o I COMPLY WITH ALL CODES OF j T i I o o �i NEW YORK STATE & TOWN CODES o AS REQUIRED AND CONDITIONS OF 0 o°o o - I / SOUTHOLD TOWN ZBA RD 0 0 - I I I i� _T !, SOUTHOLD TONlN TRUSTEES 1 i2 `O N.Y•S.DEC LF o i� E FLOOD O = COMPL Y"NITH CHAPTER 0 0- FLOOD DAMAGE PREIENIION �~ - o- o � SOUTHOLD tC�1Af M CODE �--� I 0 N O F 0 M ELECTRICAL 1--� -- - - uj TA I --, PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE 0 0o CERTIFICATE OF OCCUPANCY ° o SOLDER USED/N WATER ° SUPPLY SYSTEM CANNOT ,' EXCEED 2110 OF 1%LEAD. °_ o - �- II I W r" IL7H Ld H FLd I _j Z U -! ► _ OCCUPANCY OR o Z 0 USE IS UNLAWFUL w SOUTH ELEVATION WITHOUT CERTIFICATE V A w ., OF OCCUPANCY SCALE: 1/4 = 1 -0 z � Z � RAISE EXISTING 1ST. FLOOR PLATE HEIGHT FROM 8' TO 10' W W Z � U N 0 RTH ELEVATION A z SCALE: 1/4 = 1 -0 0 00w Vol a ICI o W N U a � O CIO iIIIA a DRAWN BY: MH - N SOUTH ELEVATION March 17, 2013 EXISTI G SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" EXISTING NORTH ELEVATION SHEET NO: SCALE: 1/4" = V-011 " r;s• r .?s;y � w1 M C H Design Services if PROPOSED 2ND. FLOOR ADDITION www.mchdesianservices.com phone: (631)298-2250 e-mail: rs michael @mchdesignservices.com L111 o 0 0 - o 0 11LLJ11L LT u _Mlilffm ENNUI I 1111ffmm Effffff o O — z M O N M I j I E=1 it - ..._.l I.LIL.J I W . I Li I I U I I I I ii i I I RAISE EXISTING 1ST. FLOOR PLATE HEIGHT FROM 8 TO 10 Z WEST ELEVATION w w SCALE: 1/4" = 1'-0" O ., � V 0 0 0 w u xM a + Q a o W U N W P-4 Vol Q CL CIO DRAWN BY: MH EXISTING WEST ELEVATION March 17, 2013 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" - 1^ SHEET NO: M C H Design Services PROPOSED 2ND. FLOOR ADDITION www.mchdesianservices.com phone: (631)298-2250 e-mail: michael @mchdesignservices.com 00 oc�- i i Of�O 000 _o_o_ - 00 000 00- c�oo _ o 00- 000 I 00� zI I 000 o a°0 _ 60 0 NINE 1122in mmni Oo if I- M O�lO I I I I O O I i oOO W FFI 1- OOOO-11 c000000 I ".0000 0� 0000000 0000000 000000 000000 - I j l j l � II �000 00000 0000000 II — 0000000 -°a°°0-°°0°0°00. - 0000 0L---L__ __Ju_u 11 111 L I z _4� 000000 - ��L T — �OOL�OO LL 0000000 .1Y OOOO EAST ELEVATION RAISE EXISTING 1ST. FLOOR PL^TE HEIGHT FROM 8' TO 10' SCALE: 1/4" = V-0" z Z C) W w z V z aOo " cn w 00 W N V W ~ 0 CLO 0 CV. Jor Orr, RPTP114,114,111,11i EXISTING EAST ELEVATION DRAWN BY: MH SCALE: 1/4" = V-0" March 17, 2013 SCALE: 1/4" = V-0" SHEET NO: Ell _ / M C H Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael @mchdesignservices.com z A O --_---___-------------------------------- 11 III 1 ' 1 u NEW 8"X16"CONC.BLK.PIER u 1 1 nnl 111 III 1 I NE 8"X16"CONC.BLK.PIER I I I I I w/24"X32"X12'CONC.FTG. w ––_–_. w/2"X32"X12"CONC.FFG. u l u –– – 3'BELOW GRADE(UNDER ` ' , 111 I 3' BELOW GRADE(UNDER HIM 1 I POST ABOVE(VIF) W PO ABOVE(VIF) Lou ii ; ; ww III 1 �nul 1 m p n! 1 uul III fY III 1 'VIn11 1 1 r loon—ft w� Ili 1 'Ulntl m n1 1 Znn1 ----- ul �nlu III Z III I to 11111 III]— 111 I X II111 111 to III I LL, 111 X III I VIII 111 U"' III 1 VII I 111 1y,1 I!1 1 11111 111 Q I1t 1 1 1 111 III 1 rn 111 � III 1 r- III 111 ;II 1 .ii 1 lull 11 Z III 1 11111 11 �- ill 1 VIII 11 to III 1 �IIIII X n1 I wlnn m '-'-I III p n n l w 1 �unl w lu I 111 III 1 �I?!1! III Ili 1 II111 ul� 1 ZI I I 1 u 3-5/4 111 n 11 F InII 4"dia.STEELCOLUMN F+'I w� 1 n -----, N V I I I w/24"X24"X12"CONC-FTG FD u1 I I X11111 FD --- w III I 1 w l l l l l 1 (UNDER POST ABOVE(VIF) I 1 1 111 Ur _ ___ ____________ 111 Z III ; 1 VIII __ _---__i __________ __ _____.._ _ _____ _______________________ ___ ---_----__ --_ _ _ __ .. m N "' 1 ' 11111 I EXISTING GIRDER EXISTING GIRDER EXISTING GIRDER mX u1 t-----r-- ----------- EXISTING GIRDER u111 m LL –––––' NEW 8"X16"CONC.BLK.PIERZ Z _-------------------------------------_ ---------- `- m ul w/ "X32"X12"CONC.FIG. _____________________________________ _ _- _ 3'B LOW GRADE(UNDER [�] PO ABOVE(VIF) III ,11 z 111 O III III III EX. AREA No. 1 V °1'" EX. AREA No. 2 ^! z 111-4 11 0111 0 I- summon* 94 111 Z 111 111 w X III O O 1�1 111 w III 111� 111 111 IU III 111 Z n O 111— III a z 00 111 111— 111 W 111 NE 8"X16"CONC.BLK.PIER w III W/2 "X32"X12"CONC.FrG. 111 111 3'B LOW GRADE(UNDER D W 111 111 i ......PO ABOVE(VIF) YL 1. ul Iu 11 -----------------111_-�-�-�__ � o -_-_ uWu LLJ �I--------1' FOUNDATION PLAN A O SCALE: 1/4" = V-011 a' O S N RTH Cz PROJECT NO DRAWN BY: MH March 17, 2013 SCALE: 1/4" = 11-011 SHEET NO: I' s M C H Design Services www.mchdesianservices.com phone: (631)298-2250 e-mail: michael @mchdesignservices.com A Z EXISTING SIDEWALK (EXISTING DECK) (EXISTING TO BE RE-BUILT) (EXISTNG TO REMAIN (NO CHANGE) (EXISTING BASEMENT ENTRANCE) 51-511 91-711 91-3'/211 O le AN31S-3 OVJ CXW15-3 LSR AN31S-3 OVEI CXW15-3 LSR ' -11-7/S ML m (3)1-3/4X9-1/2 ML HEADER (3)1-3/4X9-1/2 ML HEADER ' till GIRDER w U ! , fill N to 19 714- I I II. M I till Z X I i 1 1111 U -----------------------------------------------_-----_---- ---------- I nu 1 (3)1-3/4X14 ML w/ (2)3/4" STEEL FLITCH PLATE --- ----- 1 nIIQ ' w ---- ----- ; uj 1 Ii I II m _ I III 1 1 IIII<< O oD IIlI< _____—_--_ 1 lilt o0 Z O J I I ' ___ _ __ EX. BEDROOM No. Z EX. BEDROOM No. 3 EX. BEDROOM No. 4 1 1 I M fV - F I 1 Ilu� W x ---------- 1 IIII — aD > 1 _ 1 1111 �— O W M __________ 1 Ml I I 1 V 1 1111 N =----- I 1 IIII -- 1 1 0 1 :III Q fl Q , 1 IIII V7 l . i iiii ^^ _j CLOSET 11OX10 FG COLUMN w/ Q U 3 STAIRS (RAISED r ' IIII 6X6 ACQ POST(TYPJ z U P FLOOR) y Ln l � Z) 9-1/2 M I EX. DECK ao ' t.�J- ry, EX. LIVING ROOM Z'-6" ; `L N Q (EXPANDED HEIGHT)10'CEILING _ 1 1 COVERED w E____ EX. BATH 1 1111 Z m 2X6 WALL 1 PORCH < X 3/4"SHEATHING 1 1 I' No. 1 EX. BATH [ f\ A tin v :E I �■; BEAM TO BE FLUSH CATHEDRAL - X ml I A:`"/FLOOR SYSTEM NO. Z 1 CEILING I till Z _1 T vZl 1 Im 1 iIIYW LLI-I 1 1 111 0 O JI, 1 1 " 1 IIlI LL _ FF���111 D 0" - FI1 @161 - ---- � i 14"TI1360 WOOD-1 "OC u M I I I I1 s LL 11 \II � 1 1 EXISTING SIDEWALK , � X " , EX. DINING ROOM -- - - 1 I l 11 r �1 I X■ i iu v O M; 11 00 I I �' I I EX. KITCHEN 1 1 •.� Z O I 111,,,, EXISTING STAIRS TO BASEMENT TO REMAIN 1 1 EX. BREAKFAST NOOK (� S2 1-3 4X14 ML w13�TEEL FLITCH PLATS . — I 1111 _ - - - ----- J. II �1� iii pw,,,l Lf)I 1111 �( - ---- oM lu UO 00 uI 11-7/8 ML • O cV 1_ GIRDER- _I (3) 1-3/4X9-1/2 ML HEADER (3)1-3/4X9-1/2 ML HEADER DRIVE WAY - --- - - m U ANTS-3 OVER[XW15-3 LSR AN31S-3 OVE CXW15-3 LSR I I r- 1 1 51_511 91-711 5'-4%11 — �� — � u� / i = A 1� 6'-011 ZO'-4'/2" (EXISTING) - / ! I � EXISTING SIDEWALK (NEW COVERED PORCH (REBUILD EXISTING:2X4,8' PLATE HT TO 2X6,10' PLATE HT) J W OVER EXISTING DECK) \/ A 0 Cz 1).REBUILD WALLS WITH A PLATE HEIGHT AT 10'-0". 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 1ST. FLOOR PLAN 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 3), EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 p i AND ZX4 WALLS AT R13. �/ U SCALE: 1/4" = V-011 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0" O.C.AND MIDSPAN. 8). INSULATE CEILING BETWEEN FLOORS WITH R30 INSULATION. 5).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS PROJECT NORTH ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 10). INSTALL SMOKE AND CO DETECTORS TO CODE. N S MICROLAM HEADERS. DRAWN BY: M H March 17, 2013 SCALE: 1/4" = 1'-0" - SHEET NO: F � . I I _ � &• �_'y Ir' - I °1 M C H Design Services www.mchdesianservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com Vol A z 24'-3" O 5'-511 8'-03/" 10'-9'/411 1' 101/2 i SETBACK FOR DECKING AND RAILING P R OWNER BALANCING ROOF M CXW15-3 CXW25 ��(3) 2X8 DF#2 HEADER (3) 2X8 DF#2 HEADER _ ------ 1 61-91' ' 1 2 -211 Ln Ln d`1 1 1 U I 1 1 I I __ _ ____- JJJCCC����// 1 1 1 1 �W N 1 1 1 I I C) = W ul >N> O 1 1 1 I 1 49L -- ----- Lu 1 N MASTER BEDROOM �L W Ln - - ---- 0 3 r- / \ CATHEDRAL CEILING - __ _ _------ U 1 m DN (2) 2X8 DF#2 __ __-N____ — -512-y r- — — 2.-6"'4C� ~ F� 13'-2" F 6'-0'/211 1, 41-011 211 m v, 'Z ►'�+ B � o W w `o - --= L(z> 2x8 CJ� M HALL M E _ a-Lu � w z N � 0. O _ 'bFFICE - O U O U�;- �Iv , 2'-6"N N 1 I.X X�1 nX SH - p M >> 1 I N N 1 I N _ Ln 1 1 1 1 1�'7 Lu X ��c cI� �Ic o ASTER N WOO —Ft ` O U - --- r - BATH _ Q O �' v W o, c/� P-� 81-51/211 - M (3) 1X8 DF#f HEADER (3) 2X8 HDR. Q CXW15-3 CW135 DECKING AND RAILING PER OWNER 15'SETBACK '^ M 51-5" 12'-63/4" 81-13/411 26-1%" A 0 1). PLATE HEIGHT AT 8'-0". 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 CLO 2ND. FLOOR PLAN AND ZX4 WALLS CEILINGS R13. I O Z).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16" O.C.. 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. SECTIONS TO BE PROVIDED WITH A 1"AIR SPACE BETWEEN ROOF SCALE: 1/4" = V-011 SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ON ��......rr�� OTHERWISE NOTED.ALL OPENINGS OVER 3 FT TO HAVE 2 JACK STUDS CATHEDRAL ROOF PARTS. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. S N PROJECT NORTH BATH TO BE MOISTURE-RESISTANT. LIVING SPACE:550 SQ FT. 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9). INSTALL SMOKE AND CO DETECTORS PER CODE. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DRAWN BY: MH March 17, 2013 SCALE: 1/4" = 1'-0" SHEET NO: .y ,J ?A' o �t\ Y/ O `J ' _ M H_ Design Services www.mchde 110M (631)298-2250 Vol 12 WAY FROM BLDG.INSTALL SLEEPERS OVER EPDM,&3/4"AC EXTERIOR SHEATHING.EPDM TO RUN UP SIDE WALLS 24".PROTECTWALL INTERSECIFIONS,SHARP INTERSECTIONS AND PERIMETERS WITH LEAD-COATED COFER OVER EPDM, INSTALL AS PER MFGRS INSTRUCTIONS.PROVIDE 4"PVC DRAINS TO CONNECTTO REMCFrE DRYWELLS uj 3OX48 30X48 [;��7 " L2) 2X1 Z�2XlC� LL LL LL x SKYLIGHT jr5<4 5< SKYLIGHT x P4 Z 0 CA S/4X4 MAHOGANY DECKING OVERk ACQ SLEEPERS,PITCHED 1/8".1'-ol AWAY FROM B".-INSI-ALL-SLEEPERS.OVa-EPIDAA-&�3,L4LACZ)OTR"S�"TMLNG.-EPD"TQ- 00 < u 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING AT 100% RUNOFF:166 CU. FT. MUST BE DRY AND CLEAN PRIOR TO I NSTALLI NG UNDERLAYMENT INSTALL (1) 8'X4' DRYWELL ROOF PLAN UNDERLAYMENT IS NOTTO BE LEFF EXPOSED TO ELEMENTS AT END OF THE CAPACITY.169 CU. FT. Vol WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS SCALE: 1/4" = V-011 COMPLETE. 0 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT ,ATE THROUGH PLYWOOD. N LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETP -PROJEC7 NORTH USE 6 NAILS PEP SHINGLE,NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTFING INTO SHINGLE SURFACE. DRAWN BY: MH March 17, 2013 SHEET NO: ' 4" rn 1 " 21'-10'/z" T-1'/z 09 3-1 /2 M C H I (3)1-3/4X18 — - - — - - - - - - - - — - - li I I Design Services ML RIDGE • I I ( i 100 r I<< II �� ` G EXISTING CHIMNEY www.mchdesignservices.com ' ' l AS RKZ PER phone: O DE ( � I #10 STAINLESS STEEL ( ' 1 ( tiQ`� ATTIC ) OR GAL (631)298-2250 OR GALVANIZED I 1 WOOD SCREWS W/ a-mail: I ( l •) I f 01/11 I 1 I � WASHERS @ 12"O.C. � I ' `II 111 I I / I I 1� �'I- mlchael @mchdesignservlces.com 1z"D.C. 12" I S I I I I I 2X8 Q @16"OC E 2X6 C @16"OC 1/2"APA RATED SHEATHING / l ( GRADE PLYWOOD I Lu W (ALTERNATNIVE:7/16"O.S.B.) 1/2"APA RATED SHEATHING NEW 2ND. F LOO R 0 j • I I I ' I GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) 0 I 1 1 1 I I I I i t ti Ln Vol C* Lf1 0 r4 #10 STAINLESS STEEL m OR GALVANIZED 1 NEW ROOF NEW OOF WOOD SCREWS W/ (I 3 4"SUBFLOOR - WASHERS @ 12"D.C. 'C!' ( ( I �( (FALSE DECK) (FALSE ECK) I I �I O I 1 WINDOW SILL 2X6 @ 6"OC ZX6 @16"OC 0 l 14"TJ 1360 (3)1-3/4X14 ML 0 @16"OC (2)1-3/4X14 ML t �y I w/(2)3/4" STEEL w/3/4"STEEL Zo U 1 I I 11 I I I � FLITCH PLATE FLITCH PLATE ■ ■ 24 0� - t - ■ t • (• (• • 4" EXISTING LIVINGROOM EXPANDING,RAISE HEIGHT FROM' OM 8'-0" PLATE HT.TO 10'-0" 1 ( ' I • I . I •• I I I CLOSET ' UNDER STAIR ; t • / • 1 ' •'I ( • EXISTING FLOOR SYSTEM •• / I I f i EX.GIRDER EX.GIRDER 12"OC I EXISTING �• • y • y •• • I STAIR EXISTING BASEMENT I\ I I 3/4"APA PLYWOOD SECTION A-A Z v 1 1 1 SHEATHING 7"� Z 7 SCALE: 1/4" = V-01I Tjrj ( I ' I d d• d d• d d d d d• V W 7'N5 Iil I � z 2X4 DF#2 I I I ' J I l I J I ' W F■■y Z O STUDS ' I 1 I ' / IJ p� > ` �.. 9 I . #10 STAINLESS IN STEEL OR GALVANIZED (� 7 WOOD SCR EWS W/ Generated �+c j� �y Software ^� II 1 I WASHERS @ 17"O.C. 1C�e�rd by RGw3'Rr�i Ale�/ V 1 R�lare � O • • •MULTIPLE PLYWOOD ASSEMBLIES • Compliance O O 2-2X4 DF#2 STUDS CONNECTED �' TOGETHER WITH STAINLESS STEEL _ OR GALVANIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL `V IF NOT USING IMPACT GLAZING �, 2NO New Ywt Canserva�hun Cunsbudkm�� V AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION ( ) Suffdk CDunty.New York Cn WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH IA MINIMUM THICKNESS OF 7/16" RojEd Type: `\ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS., PANELS SHALL BE PRECUT TO G1=q Affla PECefOge: D COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609).1.4 OF N.Y.S. RESIDENTIAL H J D '9ree Imo: 5M ~� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. : 4 ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR,WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Ca fiif7f4N ■ O T hp%NOW 4r th6M Tara r5N*AdP ft a NW 06RIP e1 11 dflt hUM w l Other Wh"M Ito=111WPNWW oft I Idu■1w44tii(I WAtiF4db4�►41�W�'Ibi� #• Glazing Assembly Area or R-Value R-Value or Door O Perimeter U-Faator '1Ya1:1Vwd Frane,l6fru.aE. W9 192 0:0 1T WbKkw MFod FWW,2 Pwe w(LCMI-E 32a 8.300 96 [low..[Ines 84 0.310 25 Waf:MVbW Ffane,16b.o e. 9165 19:0 0:9 45 4YbnloNr:Wwd Fes,2 Pme W Law-E 311 0.300 63 CEEng:Caawdw 205 303 0.0 F ceong:Flat ff Safi=Tn' 345 30.0 0.0 12 3"fd ROOF VENT Canqffarxe S&emamt Tl*yelped buMV deshp deseted !is wvAiAwd WM tW buikIng pans„ .Wd der cab"ms sib vbd v fln 11re pem,t Mpkabw.Tw p gmmd Itxi "fi m been Omlgned:0 meet 1*2010 Ne11 Y=EK4%ff txanWVFAan 1114 11/2 1110 3 Cmabacgon Coo IvWke irenfs ift beck-WLob and fia cmpq vAh Me manda my negWremafs famed in 1*6I€30wa ImWecNan chest wt LAV. W.C. 13' SHC ER F.A.I. OR ATH iliME-T1111111le S�gnfi bxe 1 1/44 1 3w 2 DRAWN BY: MH C.O. 3 March 17, 2013 SLOPE"1/4"PER FOOT PITCH TO DRAIN a _ 4"C.I. U------j TOAPROVED HOUSE TRAP SEPTIC SYSTEM SCALE: 1/4" = 1'-0 ' PLUMBING SCHEMATIC N.T.S. SHEET NO: PpDpd Title_ Report date:'I13M7113 - Eli3 menaw: rage 1 or 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS I USE THE FOLLOWING OR .APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, )�! M C H 4 MAX. Design Services KING STUDS 4 DIA. MAXIMUM www.mchdesignservices.com CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD phone: LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD (631)298-2250 HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS RIDGE e-mail: 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE _ michael @mchdesignservices.com TO HEAVY MODERATE RAFTER JACK STUDS M RAFTER-TO-LEDGER CONNECTION DECK AND COVERED PORCH NOTES: LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION I APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. STAIR R�4ILINCx Vol ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2 SPACE into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing-Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall O RAFTER be 3 ft. below grade. HANDRAILS 4).Deck joists to have blocking at 8'0 o.c.. �~ RAFTER 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia. bolts with washers POST and nuts at 16"o.c. TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BALUSTERS to girder(s). UJ RIM/DECK JOIST o OPEN 41_USTR ATT 4GI-IED TO WALL WALL STUD o WALL STUD 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. B 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4 NOR MORE THAN 2 IN 4 -6„RAFTER RT10 10-3/4 CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION x 1$ga.TYDOWN ANCHOR Q EACH RAFTER ROOF SHEATHING CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS PLATES TO EACH STUD [�] PROVIDE AN EQUIVALENT GRIPPING SURFACE 8”- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER JOINT DESCRIPTION NAIL I NAIL NOTES ^ QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC Z 4 MAX. W 4 DIA. MAXIMUM GIRDER/HEADE ROOF FRAMING: A W GIRDER/HEADER ~4 ° JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING o JOIST POST/COLUMN ° RAFTER TO 8'WALL:3-8d COMMON EACH ° ° TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL M POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH r � TO TOP PLATE 10 WALL:4-8d COMMON JOIST TOE-NAIL 001 CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Z A z GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL Z 0 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE am—Moe CONNECTION i-• COLLAR TIE AS PER TABLE 3.4 EACH FACE O OVER PARTITION WFCM-SBC LAP NAIL O � w LOCATION USP NUMBER DESCRIPTION APPLICATION Q TO RAFTER WFCM-SBC END NAIL � (AI a SPLICED JOISTS OVER HEADER/GIRDER; 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING 2-8d COMMON EACH TOE C) DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL pp LOCATION USP NUMBER DESCRIPTION APPLICATION RIM BOARD EACH END N JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRl/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS 2-16d COMMON TO RAFTER END NAIL y ° STU WALL FRAMING: W ~� ® BEARING PLATE GIRDE JOINT DESCRIPTION NAIL NAIL NOTES Vol QTY. SPACING TOP PLATE TO PER 2-16d COMMON FACE NAIL ° Q TOP PLATE FOOT ° TOP PLATES 4- 16d COMMON WOOD JOIST INTERSECT NS EA.JOINTS SIDE NAIL 24"LEDGER CONCRETE PIER V Clim " STUD TO 2-16d COMMON 24" FACE GIRDER/HEADER 16"O.C. FACE STUD O.C. NAIL O WOOD JOIST y HEADER TO ° WOOD JOIST ° "'� HEADER 16d COMMON ALONG EDGES NAIL ; TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST,BAND JOIST, 2-16d COMMON FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER(MINIMUM) HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION PPLICATION A TO ALLOW FOR SHRINKAGE. ROD (2) BEAMS PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH PIER REQUIRED FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING LAPPED OVER FIRST CONTIN. JOIST TO: 4-8d COMMON PER TOE THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL PIECE OF SIDING BELOW BRIDGING 2-8d COMMON EACH TOE CNW COUPLER NUT TO JOIST END NAIL 1/2" DIA. LAG BOLTS W/WASHERS OC POST BLOCKING EACH TOE CONNECTED TO BLDG. @16 �� MINIMUM TO JOIST 2-8d COMMON END NAIL DRAWN BY: MH WOOD JOIST END DISTANCE BLOCKING TO: EACH TOE SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL BLOCKING _ LEDGER STRAP EACH FACE March 17, 2013 o - • - MINIMU 'p A TO BEAM 3-16d COMMON JOIST NAIL 2x JOISTS o ' o END ANCE FLOOR FRAMING o .; : •• •. 12"x12"x12" v^ V I v JOIST ON LEDGER PER TOE v •' :' CONCRETE FOOTING � % TO BEAM 3-8d COMMON JOIST NAIL SCALE: 1/4" = P-01' �A WOOD GIRDER • $ �� � � � BAND JOIST PER END BLOCKING FOR JOIST HANGER >' v [V"A 3-16d COMMON TO JOIST JOIST NAIL LAG BOLTS BAND JOIST TO: PER D HOLLOW COLUMN UPLIFT 2-16d COMMON TO AIL - p SILL OR TOP PLATE FOOT r i_F f`v '`� SHEET NO: RIM JOIST/BD. n SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FIG. CONNECTION ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS � . LOCATION USP NUMBER DESCRIPTION APPLICATION 0 L PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECKIPORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING �-' 0 0 M C H Design Services WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: (SENERAL NTE6 O ROOF F RAM I N G: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL phone:www.mchdesinservices.com 1). RIDGE-TO-RAFTER ASSEMBLY: phone: 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING (631)298-2250 When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT mmail: CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER ichael @mchdesignservices.com 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10 WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RE, WOO fAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL CURRENT SBG I-IICsN WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 ✓ 41 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. 2- 16d COMMON RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 Z (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 O responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods,techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, q QTY. SPACING 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2- 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE E FOOT SEE NOTE:PER FACE NAIL 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE GENERAL NOTE PAGE 4- 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMON O.C. NAIL EGRESS Sym SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS w HEADER 16d COMMON ALONG EDGES NAIL (SMOKE 4 G02 DETECTORS) such as bookcases, shelving, pantry, closets,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to g END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floors above typical grade. FLOOR R F RAM I N G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 9 ( ) tYp g 7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q 2).All footings to rest on undisturbed (virgin)soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES - 2.4.4.2 and 2.2.4 respectively. 2Q LBS. 110 B SEVERE 3�FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE r , 4-8d COMMON \./ concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z 4). An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES be installed with#4 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2-8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) r.Ta to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam,the rafters shiall either be notched and 3- 19d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL Z along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE O 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 3- 16d COMMON Z A ~ the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Z BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O 8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMON .•ter g p SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Q O O W FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12"'thick concrete footing. JOINT DESCRIPTION QTY SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For O Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7" long anchor bolt with washers ands nuts. Footings Shall be 3 ft. framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 � N 2). Unless otherwise noted, all framing and structural wood material to be#2+ BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES < CAI AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL Q otherwise. Ledger to be fastened to building ith 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING „ SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. g 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD H GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12" O.C. SEE NOTE:3 Bearing all headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10 O.C . FIELD @ O° g ( )1 ( ) g 6). Concrete piers shall be a minimum 6"above grade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: NOTES Vol openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored O NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY T ERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. TRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 9• 8d COMMON 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C. EDGE O 6d COMMON 2 Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD ) p g g g Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the naill spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10"O.C . FIELD .� on plans. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2 . HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ) Y Y q Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) equipment supplier. and to form an effective fire barrier between stories, and between a top story and the roof space. over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN BY: MH such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shalll be allowed as fireblocking in walls constructed 12). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected March 17, 2013 torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed verticall and horizontal spaces such as occur at soffits, to be reduced to - 16d nail per foot. drop ceilings and cove ceilings. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. SCALE: 1�4�� = 1 -� 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with N.Y.S. Residential Gode. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of SHEET NO: flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. A V,