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HomeMy WebLinkAbout43591-Z Town of Southold 4/16/2019 . P.O.Box 1179 0 53095 Main Rd �ytj©1 aovSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40324 Date: 4/16/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2145 Little Peconic Bay Ln., Southold SCTM#: 473889 Sec/Block/Lot: 90.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2019 pursuant to which Building Permit No. 43591 dated 3/27/2019 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: DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Schein,Alvin&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 00 th d Signature ��4�pgUFFnt'�coGy Town of Southold 4/16/2019 !' P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40325 Date: 4/16/2019 THIS CERTIFIES that the building HOT TUB Location of Property: 2145 Little Peconic Bay Ln., Southold SCTM#: 473889 Sec/Block/Lot: 90.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/27/2019 pursuant to which Building Permit No. 43591 dated 3/27/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY HOT TUB AS APPLIED FOR The certificate is issued to Schein,Alvin&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43591 04-05-2019 PLUMBERS CERTIFICATION DATED c Au 006Sature o�g�yFfUl�-co TOWN OF SOUTHOLD �a aye BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY 0 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#: 43591 Date: 3/27/2019 Permission is hereby granted to: Schein, Alvin 166 E 96th St New York, NY 10128 To: Remove existing deck and construct new deck addition with hot tub to an existing single-family dwelling as applied for per Trustee & DEC approvals. Two CO's are required simultaneously. Replaces BP# 41400 At premises located at: 2145 Little Peconic Bay Ln., Southold SCTM #473889 Sec/Block/Lot# 90.-1-15 Pursuant to application dated 3/27/2019 and approved by the Building Inspector. To expire on 9/25/2020. Fees: ELECTRIC $100.00 PERMIT RENEWAL $435.00 Total: $535.00 A -I"*" - Buildi ector ��o�SUFFot�-�oG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o. . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41400 Date: 3/7/2017 Permission is hereby granted to: Schein, Alvin 166 E 96th St New York, NY 10128 To: remove existing deck and construct new deck addition with hot tub to an existing single-family dwelling as applied for per Trustee & DEC approvals. Two CO's are required simultaneously. At premises located at: 2145 Little Peconic Bay Ln., Southold SCTM # 473889 Sec/Block/Lot# 90.-1-15 Pursuant to application dated 2/21/2017 and approved by the Building Inspector. To expire on 9/6/2018. Fees: SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00 CO - SWIMMING POOL $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $620.00 CO -ADDITION TO DWELLING $50.00 Total: $970.00 it ng Inspector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Z — V— 1 1 New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 2 l 1-t T' rod't-®y"k` 31*41 'LorroL; .q;4b0TV-LQ House No. Street Hamlet Owner or Owners of Property: OLV I N S c H LEI si Suffolk County Tax Map No 1000, Section q0 Block Lot "?, f 2 9 0 Subdivision 1*C,[dle a► &0,441 Pa-&, . Filed Map. Lot: Permit No. Y QV Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: `' (check one) Fee Submitted:$ Applicant Signature pF SOUr�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ®��®�pA�� �® roger.richert(cDtown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. A Schein Address: 2145 Little Peconic Bay Ln City: Southold St: New York Zip: 11971 Building Permit* 43591 Section 90 Block. 1 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Promaster Electric License No: 59226-ME SITE DETAILS Office Use Only Residential X, Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub X Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 50a Switches Twist Lock Exit Fixtures TVSS Other Equipment. 50a GFCI circuit breaker (disconnect) for self contained hot tub Notes. Inspector Signature: Date: April 5 2019 If 81-Cert Electrical Compliance Form.xls �aOF 50U1y� # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O `yco765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 5 [ ] CODE VIOLATION [ ] CAULKING REM7RKS: DATE ?i V INSPECTOR snuTyo * TOWN OF SOUTHOLD BUILDING DEPT. °ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ow DATE INSPECTOR hA pF SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. � 1 [ ] 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: DATE INSPECTORc apF SOUIH # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] Ip6ULATION [ ] FRAMING /STRAPPING [ 'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Q YUP VPA-lc v ' A-w LA VO4 C ` DATE INSPECTOR r: r r •: o . . .• . i . d I r • s� all -- IIMULATION STATE ENE-ROY C'ODF, rWRI i1 LOW I Wi� - o n r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHO)D,N.Y. 11971 J� -//}o I 4 sets of Building Plans TEL.: 631 765-1802 1 �l Planning Board approval FAX: (631)765-9502Wqbo Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Examined -,�917 ® [EC[EUV[E Trustees D Contact: App roved ���� FEB 2 1 2017 Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c P.O.Box 2003;Brideehamaton,NY 11932 BUMDING DEM Phone: (631)537—5160 _ 1'®WN®F S® Expiration � ,��" 7/1 (B '1 ector) APPLICATION FOR BUILDING PERMIT Date January 4,2017 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterway. 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. S�3_/4 •/�® (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 AGENT Name of owner of premises Alvin Schein (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 2145 Little Peconic Bay Lane Southold House Number Street Hamlet County Tax Map No. 1000 Section 90 Block 01 Lot 15 Subdivision Cedar Beach Park Filed Map No. 90 Lot 129 (Name)- i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residence with deck b. Intended use and occupancy Residence with expanded deck, steps and hot tub 3.Nature of work(check which applicable): New Building Addition X Alteration Repair Removal X Demolition Other Work hot tubi (Description) 4.Estimated Cost $ 20,000 !� dwelling £�(• o beep id on filing this application) 5. If dwelling,number of dwelling units N/A Nu m'61r b lling units on eac oor N/A If garage, number of cars N/A �, " FF{{ � )i 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 44.3 G x 0.'R 1_-,444 VIV4'0I6epth 45 Height N/A Number of Stories N/A Dimensions of same structure with alterations or additions: Front 44.3 Rear 533 Depth 554 Height N/A Number of Stories N/A 8. Dimensions of entire new construction: Front N/A Rear 49.3 Depth 23' (max.) Height N/A Number of Stories N/A 9. Size of lot: Front 100.33' Rear 105.41' Depth 204.25' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation: YES NO X 13. Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X 570 Lexington Ave—14`h Floor 14.Name of Owner of premises Alvin Schein Address New York,NY 10002 Phone No. (212)935-1400 Name of Architect Joseph Fischetti,PE Address POB 909,Southold,NY 11971 Phone No. 631-765-2954 Name of Contractor N/A Address N/A Phone No. N/A 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X 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 Bruce A.Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent-Suffolk Environmental Consulting,Inc. (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 this knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo170111 / o before me this of 2017 Notary Public Signature of Applicant Matthew D. Ivans Notary Pubic of New York No 01!V'6 0,)3659 Qualified in Suffolk County Commission Expues January 22, 2011 John M.Bredemeyer III,President of s®�jy® Town Hall Annex Michael J.Domino,Vice-President �® 54375 Route 25 r 2 P.O.Box 1179 Glenn Goldsmith ` zo Southold,New York 11971 A.Nicholas Krupski 0 ® Telephone(631) 765-1892 Charles J.Sanders ® Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8889A Date of Receipt of Application: September 7, 2016 Applicant: Alvin Schein SCTM#: 1000-90-1-15 Project Location: 2145 Little Peconic Bay Lane, Southold Date of Resolution/issuance: October 19, 2016 Date of Expiration: October 19, 2018 Reviewed by: Board of Trustees Project Description: Remove the existing deck and construct a new ±1,095sq.ft. deck with ±15sq.ft. deck steps to grade attached to seaward side of dwelling; and add a ±49sq.ft. hot tub on the new deck. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III, Land Surveyor, last dated July 20, 2016, and stamped approved on October 19, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer, III President Board of Trustees Michael J.Domino,President *QF SO(/�y Town Hall Annex John M.Bredemeyer III,Vice-President ,`Q ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE + # 1566C Date:April 7,2019 THIS CERTIFIES that the removal of the existing deck and construct a new±1,095sq.ft. deck with±15sq ft d6ck steps to grade attached to seaward side of dwelling-, and add a:L49sg.ft.hot tub on the new deck, At 2145 Little Peconic Bay Lane, Southold Suffolk County Tax Map#1000-90-1-15 Conforms to the application for a Trustees Permit heretofore filed in this office dated September 7,2016 pursuant to which Trustees Administrative Permit#8889A _.Dated_October 19,2016,was_issued and conforms to all of the requirements and conditions of the applicable provisions of law: The project for which this certificate is being issued is for the removal of the existing deck and construct a new fl 095sq.ft. deck with±15sq.ft. deck steps to grade attached to seaward side of dwelling,• and add a:L49sq.ft. hot tub on the new deck._ The certificate is issued to Alvin Schein owner of the aforesaid property. Authorized Signature A& NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ` Facility DEC ID 1-4738-04324 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ALVIN SCHEIN SCHEIN PROPERTY 570 LEXINGTON AVE FL 14 2145 LITTLE PECONIC BAY LNISCTM 1000- 90-1-15 NEW YORK,NY 10022-6837 SOUTHOLD,NY 11971 (212) 935-1400 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON, NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD-in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.32 NYTM-N: 4545.466 Latitude: 41°01'52.2" Longitude: 72°24'10.8" Project Location: 2145 Little Peconic Bay Blvd., Southold, SCTM# 1000-90-1-15 Authorized Activity: Remove a portion of the existing deck and stairs and construct a new deck, steps and install a hot tub on the deck. The new deck must be located a minimum of 75 feet landward of the tidal wetland boundary. All work shall be in strict conformance with the attached survey prepared by Nathan Taft Corwin III last revised on 7/20/16, and stamped "NYSDEC APPROVED" on 8/12/2016. SAP-1-09-013 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04324/00003 New Permit Effective Date: 8/12/2016 Expiration Date: 8/11/2021 Page 1 of 6 A& NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04324 NYSDEC Approval By acceptance of this permit, the permittee agrees that the I upon strict compliance with the ECL, all applicable regulations, and ad as part of this permit. Permit Administrator:JVC�VIE� , Deputy Regional Address: INHeadquarters Sok�50 Circle R S79 -3409 B Authorized Signature: Date 19 Q A�,- Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat- TW Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERIMTTEE 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 "Authorized Activity". 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 in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III last revised on 7/20/16, and stamped "NYSDEC APPROVED" on 8/12/2016. Page 2 of 6 A& NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04324 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted 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 permitted 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 adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 7. 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 linear 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. 8. 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 75 linear feet from the tidal wetland boundary. 9. Concrete Leachate During construction, no wet or fresh concrete or leachate 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. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 10. No Hot Tub Discharges to Wetland There shall be no draining of hot tub water directly or indirectly into wetlands or protected buffer areas. 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 staked 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. 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. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). Page 3 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-04324 14. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 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 or excess 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. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 18. 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 expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. 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 result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION gamma Facility DEC ID 1-4738-04324 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative 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 Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee 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 the 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 BrookJ50 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 application; 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; Page 5 of 6 Adh NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION taboo Facility DEC ID 1-4738-04324 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. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Scott A. Russell ,��° ��� STO)]RLMWATEK SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) F r_1=2_'q= - DOES THIS PROJECT INVOLVE ANY of TLIF FOLLOWING,. Yes No (CHECK ALL THAT APPLY) ®� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. �❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other� S.C.T.M. #: 1000 Date District 1 � NAME- �C_ A. A�rivw /kn�k I k® I I � oz—LOP 17 �— A 0' '000, i� Section Block Lot ♦♦ `�N" i (C ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information lTelcpMrx Numbrrl (} j; 11 Reviewed By: (�Wjar_W (�ALJ J-t,—, E — - - — — — — — — — — — — — — — — ; 11 Date: �j Pi ;i — — — — — — — — — — — — — — — — — •operty Address/ Location of Construction Work: ;} o"& (�a n ;; j a ❑ Approved for processln;Building Permit. `f i Stormwater Management Control Plan Not Required. fid'• y i{ 1 ; Stormwater Management Control Plan is Required. (Forwaid to Engineering Department for Revtekv.) __jg g P _ FORM -* SMCP-TOS MAY 2014 APPLICANT S.C.T.M. 1000s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — — �Q "r � j c o a %15' Stormwater Management Control Plan CHECK LIST - NAME **Ld X �wRKoW section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Apo Date: >k The applicant must provide a Complete Explanation and/or Reason for not providing !ti—/1• :r sly_ 17 �1 all Information that has been Required by the following Checklist) Swaim TdepAnrc umGer 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0� b. Total Site Acreage. 15d 0= c. Existing- Natural & Man Made Features within 500 L.F. _ ,c„ „p of the Site Boundary as required by§236-17(C)(2) 0 ,,, • d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water �0✓ e. Limits of Clearing & Area of Proposed Land Disturbance. t,iclude but not be limited to: f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) 0 indintained Construction Entrance g Location of all existing & proposed structures, roads, Wire BaCked Slit Fencing, stabilization driveways,sidewalks, drainage improvements& utilities. ee tng o exposed and/or in h. Spot Grades& Finish Floor Elevations for all existing& .� a,61 A•>!C proposed structures. 1. Location of proposed Swimming Pool and discharge ring. .j. Location of proposed Soil Stockpile Area(s). k. Location of pioposed Consti uction Entrance/Staging Area(s). 0 MAR 7 2017 — 1. Location of proposed concrete washout area(s). ==EK] io k% M. Location of all proposed erosion&sediment control measures. bw sva�o•+i3 �. 2. Stormwater Management Control Plan must include Calculations showing that the stormwatei i npi ovements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. DRAINAGE IN 3. Details&Sectional Drawings for stoimwater practices are required for approval. Contact T Items requiring details shall include but not be limited to: Back a ore Engineers Certification a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. esti installed to Co c. Inlet Drainage Structures (e g.catch basins,trench drains,etc.) d. Leaching Structures (ea infiltration basins,swales,etc) r**** FOR ENGINES N DEPART USE ONLY**** Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. ii Approved — If I; PP Y � — Stormwater Management Control Plan is Complete. Date: �1 SMCP has been approved by the Engineering Department. FORM * SW=ist -TOS MAY 2014 �-h riJ � �gt1FFOlX `'fin BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ~ own Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �- n,i Telephone (631) 765-1802 - FAX (631) 765-9502 y ®1 roger.rich ert(c�town.southold.nV.us g® APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: sc,l,,env Date: 3 Company Name: plfc)yMa, e Name: a. License No.: S 2 2 6 - �' email Address: 73 2(. 5 r(aiw Phone No.: 63 JOB SITE INFORMATION: (All Information Required) Name: eJC Address: ���• ` Cross Street: Phone No.: -7 -3 Q 6 Bldg.Permit#; 4 I y 02 C) email: asci eih ,noc (• � Tax Map District: 1000 Section: Block: I Lot: 1 BRIEF DESCRIPTION OF WORK (Please Print Clearly) �U LL e0C-s ayolr a �flP Circ II That Apply: Is job rea r inspection?: YES / NO Rough In Final Do you need a Te Certificate?: YES I NO Issued On Temp Information: All information requi Service Size 1 Ph 3 Ph ize A # Meters Old Meter# _ New Service- Fire Reconnect- Flo econne Service Reconnected - Underground-Overhead # Underground Laterals 1 H Frame Pole ork done on Service? Y N Additional lnformati PAYMENT DUE WITH APPLICATION ov �%2-Request for Inspection Form.xls 6��`� '0• Request for a building permit Extension To whom it may concern, I'm requesting that building permit#41400 to be extended for 6 months at premises located at 2145 Little Peconic Bay Ln Southold. Regards Glendis A Office Manager 631-868-5171 info@eliconstruction.com PD� R11 NOV 1 3 2018 3?Tjff, ;TNT,G DTUT. ~5 kS y 1,.1�i.4_..K p�0T 1 E�-fie y . r EXISTING LOT COVERAGE 1 PROPOSED LOT COVERAGE OVER UPLAND AREA = 20,264 s . ft. OVER UPLAND AREA = 20,264 sq. ft. SURVEY OF DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE JOT 129 HOUSE 1,465 sq. ft. 7.2X. HOUSE 1,465 sq. ft. 7.2X MAP OF FRONT PORCH 105 sq. ft. 0.5X FRONT PORCH 105 sq. ft. 0.5X CEDAR BEACH PARK FILE No. 90 FILED DECEMBER-20, 1927 DECKS 700 sq. ft. 3.5X DECKS 1,275 sq. ft. 6.3X SITUATED AT M� �� PORTION OF WOOD DOCK 190 sq. ft. 1.0X PORTION OF WOOD DOCK ' 190 sq. ft. 1.OX BAYVIEW , IN UPLAND AREA � IN UPLAND AREA ,1:) PAVER WALK 330 sq.'ft. 1.6X PAVER WALK 330 sq. ft. 1.6X TOWN OF SOUTHOLD ,M � SUFFOLK COUNTY, NEW YORK „0� Cp• O TOTAL 2,790 sq. ft. 13.8Y TOTAL 3,365,sq. ft. 16.6X S.C. TAX NO. 1000-90-01-15 / w SCALE 1"=30' JUNE 22, 1999 SEPTEMBER 29, 1999 SET STAKES ALONG,CLEARING LIMITS LINE NOVEMBER 23, 1999 REVISED AS PER EN-CONSULTANTS, Inc. W Z JUNE 22, 2000 REVISED PLOT PLAN Q CE IZ AUGUST 222000 2REVISEDADDED PROPOSEDPROPOSED. SEPTICTSYSEM�LOCATION "44 X Q� S' Z JANUARY 2, 2001 FOUNDATION LOCATION Pox 6'■ Q� SEPTEMBER 4, 2001 FINAL SURVEY 3 O QO ^ 2S` j OCTOBER 23, 2001 REVISED MEASUREMENTS TO SEPTIC SYSTEM 2O�� Q Z OCTOBER 15,520 61 UPDATEE SURVEY SURVEY n e x a O JULY 20, 2016 ADD PROPOSED DECK O v 13.8 a 14.5 Z U FEBRUARY 16, 2017 ADDED DRYWELL & HAYBALE LINE X A� O-j e 8 O JAX V x qkE / o z TOTAL LOT AREA = 20,568 sq. ft. Uj EL DRNEIVAY os�lice sry ��7' gZ^o (TO TIE LINE) 0.472 ac. x13.7 Ffiy 3 00 WETLAND AREA = 304 sq. ft. ,AQ 4�11 I 12.5 NSE l �� , O 35`.� UPLAND AREA = 20,264 sq. ft. � W x \ I / AWN e O I 14.2 \ 13,6 12.0( 1 pp l DO f �x>- NOTES: , 11 ir Z Lp \ p l 1` o t0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� m x ?' z /- \03 Cp / To Z EXISTING ELEVATIONS ARE SHOWN THUS: yy / x 14.4 - j 144 = �q cys "o / / I ? EXISTING CONTOUR LINES ARE SHOWN THUS:--- ---5- - --- X e ,L 3 LI'e t" ;h t�,� WATER SERVIC �A �jC \ N �RO�l -04• Li 03 o F.FL. - FIRST FLOOR P G.FL - GARAGE FLOOR •e 14.0 �� I x `�°,s /0 / F 2. DEPLOY HAY BALES AS SHOWN. /STEL-tL�/ \ ��• FooF �•�,g x Int 3. INSTALL 4 DIA. X 4 DEEP DRYWELL FOR HOT--TUB. TA,yti u 3 o�y o - X \ 4. IMPERVIOUS SURFACE BENEATH DECK. 14.9 x��� K /p 142 n ?4 G� 12.5 I x fx ' (�i..�', \3° �4"� max\ \ CERTIFIED TO: x O I I / ESQ 3 ooLs "•N: s 4Z i N DRN- ,G" I / 1 I \ \1 ALVIN SCHEIN ALL NEW YORK TITLE AGENCY, 'Inc. H OpNDfRA I, > EE x I STEWART TITLE INSURANCE COMPANY x X1,12 ��_� n O 1JT ECK I I I i W O WA.<v t x Z A ��\- 41.5_PORCH C' d`� 4' �J� ¢ / ' �x`1I \\I W' r- • HOUSE no j; / 8�+' x-40 x I F e ROOF OVER x 3?• 6 J I / I I f LO �No ECK O k0 4' 7� 7 - 5' DEC '0` ntEE PREPARED IN ACCORDANCE WITH THE MINIMUM 1� •, ��13.4 ^/ ( UN�oHco ok n� % _ �IV� WALIc -- --_/_�� �1.4 cW srANDER�LfiIFos.-ASND APPROVED ANDYS AS S ADOPTED / �c W � ^"f�'•'- `� FOR�SUCH,,VS BY,T+�E NEW YORK STATE LAND �e po N x R OF�KLC ;� -_ I tau X Voo 0�,4 Q�' X °1mEJAS�soc l�i - <o F I N 6 ■ CX 13.02 13.2 x�1 \�\ 4" REel ' %/ �V o -2151 /I n V 1 E \ I q r oI2Q a �q h ' ;yl, I o 1.4 tau o a FLOATING ^C�y� h7 q ?r !+ BELGIAN BLK. / x x�G ' Fii o W00 *fir <I o. CURB N d / I '�� YY 3 D DOCK '; k LST 6 8" ��.=o fj o x52 1 01X - OS y RN x /4 1 Q M i�" m I Why 03 M '3 En �k� �LV) 4 �, / do�� I o� `y 't ?��•j N.Y.S. Lic. No. 50467 Q�� \ZdC q, ►` 4`a LZ // I I mo O TTUFTTH RIZED ALTERATION LTY IS ATION OR ADDD ITON �`C• �'� a • / 'I I O EDUCATIONZLAW.09 OF THE NEW YORK STALE co COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taft Corwin III • q / THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor / EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN N 4S ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno LS. LENDING INSTRUTION LISTED HEREON,AND + TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys -Subdivisions - Site Plans - Construction Layout TUION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 I C1 Bullfrog Spa RZ, 0,48", 7'41'k-34! Metric Dimensions(W x L x H) 2.03m x 2.24m x .86m ap ,#c Bucket Seats5 Lounger Seats qq ,Water Capacity(to-normal fill line) 342 Gallons (1295 Liters) U bs-/4 '116 Lk j 2 02,e� D WM' ludoi-Ovv # 'T EnduraFrame Const/Full-Foam/Molded Base Standard pa-.0 C�l over :4 1,, Cwq, `­-,1,( _9T :q� EtemaWood Cabinet Standard 14 7.p,7 , qgh-'f- if .00 _e,jbph d I Total Pump Brake Horsepower BHP Continuous=Duty Horsepower UP WellSpring Quiet Circulation Pump Pptional th e* 19�b:�Wj&er;. n-�spq- ,E ii&X7ufu4o6 '�Nw r Opji6nadi"' -0 Life Audio: Bluetooth, Passive Sub-woofer, In-spa Speakers, Spa Optional Control Integration Exterior �Aq io, _y� WellSpringTM High Output Premium Ozone Optional Top Rail LED Light System(cup holders & aux) N/A Lighted 7 Water teituie Exterior LED Lighting System(set of 4) N/A Dual Filter safetyfqdture ban'., Standard Exterior Drain w/Footwell Drain Fitting Standard JetPaks 7 e Pillows JetPaks in Matte Black Standard 0 onal ;g-� -4��xqir—� Y'�c Charcoal: Standard Rounded Comer Flush Mount Jets Brushed Stainless: Optional niafic f ltxatidnlidetpods Shell-'Foot,'Wrist,Hip,Leg Jets 10 Maximum.fk§`Avaiiiab�ie �w W rl v zLLJ � zoo ® U W U z z v� 0 Cly w0AP-4 ��0 BLOCK RETAINING BLOCK RETAINING a z WALL WALL 0 <4 � 0 a � REAR ELEVATION � SCALE: 1/4" = 1'-0" �-3•, '�"� N - W Z Z ,� ZLn RELOCATED BLOC W CV RETAINING WALL < O 0 � Zpp = ti Cj RIGHT HT ELEVATION L o SCALE: 1/4" = V-011 H,- 601 OCCUPANCY OR 0 ,�, ��ED ,� �� � USE IS UNLAWFUL DATE: B.P.# 4/q CSU WITHOUT CERTIFICATE FEE: L BY: OF OCCUPANCY NOTI. BUILDING DEPART AT 705.1802 8 ADA TO 4 FM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED DRAINA'CE I\BSPFC TIO�c ARE F3"®IJIRfLD FC,-, POURED CONCRETE Contact TOS Engineering at 765.1560 before 2. ROUGH - FRAMING & PLUMBING Backfill,OR Provide Engineer's Certification 3. INSULATION that the drainage has bnen Inst-"-,l to Code. DRAWN BY: JF 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE m_mvirA'_ 6/27/2016 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 1�4SPECTiON, �..,> `' SCALE: SEE PLAN DESIGN OR CONSTRUCTION ERRORS. *� � BLOCK RETAINING WALL / tt., ..-. Y �� • AS REQUIRED �f DU�•�� f,", t o ! . COMPLY WITH ALL CODES OF SHEET NO: NEW YORK STATE & TOWN CODES 5 ` e W6 6rl ,ze% i° � .� AS REQUIRED AND CONDITIONS OF w LEFT ELEVATION SCALE: 1/4" = 1'-0" V ARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC w v zx zoo wP Q � V W V z z W cn 0 EXISTING FOUNDATION V) w A ,4 O P., O 1 1 a 1 5 1 ; 0 -O 4'-011 0 1 11 a C/1 '� - 2X12 ACQ - ; (2) 2X12 ACQ'1 Ln 1 . 1 1 21_211 31_0-- T_2" l 0 1 . 1 , CL r� 1 3.5X°l' /B�RARAL PSI i ---'------'--- U 1 I 1 O 1 Iao ; 8X8 COLUMN ; oo D ; M (� Tdia.BIGFOOT I �p ' , O Ik--='------'---'------'---i N 1 1 31-7/��PARALtiAM . 1P5k '" 1 6X6 COLUMN 71-1111 Tdia.BIGFOOT 'T 1 _ _ , ' ' 1 -r--------- t --- --------------------_ ----------r- r -- -------------------'------------------------------- -- - ------------------------------------- 1 ------------+-----I-----------------------I------------ --------------------------'-------------------------------------A-------------------------------------�'•` in ' ,' 5.25X18 PARALLAM PSL ' ; 5.25X18 PARALLAM PSL 5.25X18 PARALLAM PSL M `r- 1 ^' 191-3" 19'-3" 14'-711 - 1 1 -' 1 BOLT AS W -' REQUIRED W 1 ' ' Z Qs�---- CDcfl Z z U.) o o �QP?� -' _ W C4 N 1 �1 ,' 1 U cti;' -' N X J ' ' < 00Zo ' N 1 1 1 N . . ; , • 6X6 COLUMN 1 - 0 �— ^ , Tdia.BIGFOOT ; � 0 z M 1 . , , , ,. ., . , a- -------------------------------------- O co ' r W U) .� 1 b--r---- ----.---E3- 1 .i------'-----------------,----------'-_-'-------'r-, ,' t--;'------------------------------------------------ ----=------------------------1-----------------------1+:% -� .' BOLT AS V.. ��-- 5.25X18 PARALLAM PSL 5.25X18 PARALLAM PSL - REQUIRED Q ---------------------------------------------------- ---------------------------'-----------------' a. 1 1 17'-10'/2" 14'-10'/211 331-0" 20'-41' 10, 1 I 1 A 24 DRAWN BY: JF FOUNDATION Construction Notes SC:ALE: 114" = V-o" 6/27/2016 1. Remove existing deck and footings SCALE: SEE PLAN 2. Grade below deck per owner 3. Use existing ledger board on house replace joist hangars as required ' 4. Remove existing concrete block wall as required �. ,t, 5. All footings to rest on undisturbed soil 3 feet below basement door sill SHEET NO: G , 6. Footings to be 2 foot diameter "Big Foot" t' -" .. 7. Place footings for hot tub so columns are between basement windows 8. Girders to be "Parallam Plus PSL" �'� "SStON�� 9.joists to be 2 x 12 ACQ 10. Railings to be stainless steel cables, spacing per code w V z � LJJ Z P4 � o w p U z z W cry O EXISTING HOUSE V) W A o � a O A -------- C) � 51-011 4'-0 " a Ln, LL; , , , , H OT TU B °° �o ' , 7'-4" ' , , , , , , O � W N � , , C� C.0ZLo Z � . rn -ix � � , _IT zmOc�o ' ( ) = M , , W W 0 u- , 0 , , W , 33'-O° 201-411 , , DRAWN BY: JF FLOOR FLAN 6/27/2016 SCALE= 1/4" = V-o" 7 SCALE: SEE PLAN ll 'SHEET NO: 4 `O 0525'° � �ESStONP� w U z � W Z o w aq x V w V z z W cn o Vol w0 A Z a O Q � ax a H O � Ho a O � V) Own CN 0 2X12 ACQ Dj @1 6110C a. 2X12 ACQ Qj @16"OC o b. .v 5.2511X1811 5.2511X1811 3.5°X11-7/8" PSL PARALLAM PSL PARALLAM PSL PARALLAM .1% W D . W Q• Z 6X6 PARALLAM 6X6 PARALLAM 8X8 PARALLAM COLUMN COLUMN ° z �Z >- ,;I- COLUMN WON QOOco UO0M o.' Wa0 (o D LL d0 0� m ^11a�xx lit �ZA SECTION A—A DRAWN BY: JF 2 4 SCALE: 1/2" = V-0" 6/27/2016 SCALE: SEE PLAN SHEET NO: AV lk AV IL 4 r� r WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. L L 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM POST M GIRDER/HEADER o W O UJ POST/COLUMN �> O z 12"x12"x12" F CONCRETE FOOTING DECK POST FTG. CONNECTION Iv—I Z DECK/PORCH RAILINGS LOCATION USP NUMBER I DESCRIPTION I APPLICATION ' . 1 V Zj STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING r ! En/1 O USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING V J 1-1/2"SPACE Z ^ - MINIMUM1'� O O � 4 •W• , � HANDRAILS CA-M �> 1��1 GIRDER a E"I POST O F-1 O GIRDER/HEADER o ����1111 a (n o •� BALUSTERS RIM/DECK JOI o CONCRETE PI " POST/COLUMN E) N OPEN IBALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE (SIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST LONTIN. GIRDER/HEADE PIECE OF SIDING BELOW UNDISTURBED SOIL 1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTED TO BLDG.@16"OC UNDISTURBED SOIL(ORGANICS REMOVED) STAIR TREAD LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° ° BRACE TUBE ' LL o ° FILL AS PER MANUFACTURES'INSTRUCTIONS W RIM BOARD FLOOR FRvIMING W 2x JOISTS III=111=11=_=_=_— = =III=III= z STRINGER =III III-III III III 111=111 III-III II 1 BLOCKING FOR JOIST HANGER z T- Z L(� POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS •p " p W 0) LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/B n J �/ N 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUM �^ ° DISTURBED / POOR SOIL Q O O L6 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUM LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION GRAVEL z m Z HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUM DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND O LAY PLASTIC BASE ON COMPACTED GRAVEL O = M LEVEL BASE \ FIT CONSTRUCTION TUBE AND PLUMB (n O (0 BRACE TUBE W FILL AS PER MANUFACTURES'INSTRUCTIONS �.L O =I=111=III=!=11=II=1I=III=11= •. -111-III-III=111-111-III-III-III-III-11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING: FORM GIRDER/HEADER IN ACCORDANCE WITH SECTION 403 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN WOOD JOIST WOODGIRDER COMPLIES WITH THE INTENT OF THE LODE AND THE MATERIAL OFFERED IS GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE LODE. THE DIVISION OF LODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ILBO EVALUATION SERVICE REPORT SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND DRAWN BY: JF IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST 6/27/2016 DECK & PORCH NOTES: NAILING SCHEDULE �p p 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL SCALE: SEE PLAN All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION NOTES QTY. SPACING .. 2).Girders for post joists to be bolted or anchored to each deckjor pier with washers and nu s. JOIST TO: PER TOE {_4r P P SILL,TOP PLATE OR GIRDE 4-8d COMMON JOIST NAIL ° .. `• Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING P-8d COMMON EACH TOE rt��pw �'`, SHEET NO: TO JOIST END NAIL ea.. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. GROUND WIND SEISMIC FROST WINTER ICESHIELD �! rC i PP 9 9 9• FLOOD BLOCKING EACH TOE {!r �:' I !t SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN ��. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall HAZARDS 2-8d COMMON LOAD (MPH) ATEGORY DEPTH TEMP. REQUIRED TO JOIST END NAIL be 4 ft.below grade. MODERATE SLIGHT BLOCKING TO: EACH TOE n 1 TO 4).Deck joists to have blocking at 8'0 o.c.. 20 LBS. B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - SILL OR TOP PLATE 3-16d COMMOBLOCK NAIL U' O o' 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. LEDGER STRIP 3-16d COMMO EACH FACE � TO BEAM JOIST NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE at 16"o.c. TO BEAM 3-8d COMMON JOIST NAIL n �SS�QP 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3-16d COMMO PER END TO JOIST JOIST NAIL 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMON PER TOE NAIL to girder(:). SILL OR TOP PLATE FOOT