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HomeMy WebLinkAbout49084-Z Of SOUt Town of Southold * * P.O. Box 1179 ig 53095 Main Rd oZ�COUNT'1." Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46788 Date: 01/15/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1400 Silvermere Rd Greenport, NY 11944 Sec/Block/Lot: 47.-2-15.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/17/2022 Pursuant to which Building Permit No. 49084 and dated: 04/03/2023 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: "As built" alterations, including outdoor shower, to existing motel cottage 4106 as applied for. The certificate is issued to: Silver Sands Hldgs I LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49084 06/20/2023 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 07/27/2023 Auth riz Si ture �S�FFai�,c TOWN OF SOUTHOLD ��o ooy BUILDING DEPARTMENT y z 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#: 49084 Date: 4/3/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #106 At.premises located at: I qDD —lift Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot#47.-2-14 N Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 10/2/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $936.80 CO-COMMERCIAL $50.00 Total: . $9.86.80 Building Inspector pF SOUj��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 aQ sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1100 Silvermere Rd #106 city:Greenport st: NY zip: 11944 Building Permit#: 49084 Section: 47 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential Indoor X Basement Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 10 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 100A Panel 20 Circuit/ 12 Used Notes: Cottage 106 Inspector Signature: ate: June 20, 2023 S.Devlin-Cert Electrical Compliance Form so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 2 7 2023 CERTIFICATION Date: Building Permit No. .................. 46� . LLL Owner: 'DAar sr%J5 (Please print) 'I'D Plumber:I I pt? (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ----44umbers Signature) Sworn to before me this day of 20-i?L 7AUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YOWL Registration No.OICA6161]160, 1 Qualified in Suffolk County County .0 �y Commission Expires August 14.201�0 Notary Public. County rzsf sou lo&q Iloo v �Q/� # # TOW OF OUTHOLD BUILD / DEP . cou 631-765-1802 16110 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �&LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE ® INSPECTOR A ho�aa SO�lyolo TOWN OF SOUTHOL.D BUILDIlNO DEPT. s ,o 631-765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Q ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 15 tjV1 [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0$ qvg$�7 LtqDlgl Liloto wto 01 FIF04 o �bA *I ell- DATE ?7 INSPECTOR Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis,Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. Cl air& GL mr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport, NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info — Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On numerous occasions from 11/2022 thru 2/2023 1 inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager (Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (8 sets) - Real Estate Evaluation/ Certification Statement -Newmark Valuation &Advisory - Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection, my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience, knowledge of the site and local contracting conditions, up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 1 My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, the construction cost for the planned refurbishment of these (8) structures is: Total Cost this Project = $525,767.37 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures (8) _ $ 1,409,752 (Newmark Valuation) Therefore the planned refurbishment for the (8) Cottages on this Tax Lot is 37% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town'of Southold Code — Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The cottages are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental roof rafters, updated insulation and replacement of interior walls and bathrooms falls well below the 50% demolition definition. 2 Even in the event of discovery of additional repairs due to deterioration of the existing structural components, the reasonable additional work value would add no more than an additional 10% to the total cost and remain well below the 50% threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling is also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the cottage structure reveals that the total cost will be 37% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement-)is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. 3 Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 37% to 33% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in regards to the Town of Southold Code. Proiect Evaluation —Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these eight cottages exactly aligns with this definition. Even though there is substantial interior work to improve the health, sanitary and safety conditions of the facility, the project should be classified as an Alteration—Level 2. Proiect Evaluation —Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work Area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work initially intended by the owner is specifically required by this Code. It is noted that the entire structural foundation system, exterior framing and sheathing, roof framing and sheathing, interior floor framing and structural covering, and some interior wall framing all remain as-is and in place. The major rough plumbing infrastructure will also remain in use. These Cottages are one-story structures and the footprint covers a minimal area 4 (400 +/- sq.ft.). Because these buildings have only have one room and a bathroom evaluating this project based upon impacted Work Area is not practical from an engineering prospective. Based upon my evaluation of the project conditions and scope it is my professional opinion the project does not have a Work Area that exceeds 50% of the building space. Actually the majority of the work area is in spaces where the activity is required to correcting existing health, sanitary or safety issues. Based upon the my evaluation of the proposed work scope, the work required for safety code reasons and the actual size and configuration of the cottages; this renovation does not have a "Work Area" that exceeds 50% of the Building Area. Summary Result - Based upon inspection of this project and to the best of my knowledge, belief and professional judgment: 1 - The statements in the Value Certification Letter dated November 10, 2022 for the construction costs of the planned refurbishment are accurate. 2 - The overall cost of the planned construction will be 37% of the property valuation (less than 50%). 3 - The adjusted cost based upon NYS definitions of the planned construction will be 33% of the property valuation (less than 50%). 4 — According to the NYS Code this project should be classified as an Alteration — Level 2 5 — According to the NYS Code this project does not have a "Work Area" that exceeds 50% of the building area. 6 — The Construction Cost and Real Estate Value Estimates developed are accurate for the proposed project. The assessment of the volume and value of the existing building elements that remain in place is also valid. Based upon the results of these efforts, the determination that this work is not a NYS Substantial Improvement is correct. In addition, the determination that this work is not a Demolition Project as defined by the Town of Southold Code (Chapter 280) is correct. OF eyy Y Nicholas J. Mazzaferro, P.E. o �0• 05709� ssioNP�'�c. 5 Cottages 1 -8 Summary Estimate Analysis Cottage Number Renovation Total Improvement Cost Safety-Code Cost Newmark Value Net%of Value Net%of Value Total Improvement 1 56,398.87 49,373.77 7,025.10 132,530.00 43 37 2 56,398.87 49,373.77 7,025.10 134,380.00 42 37 3 65,183.39 57,376.19 7,807.20 165,509.00 39 35 4 65,183.39 57,376.19 7,807.20 163,660.00 40 35 5 65,183.39 57,376.19 7,807.20 167,974.00 39 34 6 65,183.39 57,376.19 7,807.20 166,433.00 39 34 7 6S,183.39 57,376.19 7,807.20 167,666.00 39 34 8 87,052.68 77,490.88 9,561.80 311,600.00 28 25 Tax Lot Totals 525,767.37 463,119.37 62,648.001 1,409,752.00 37 33 1000-047-02-14 N. J. MAZZAFERRO P.E. M g 2 2 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Tr'' 7-1. .-.,. Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49084—Cottage 106 Inspection—Framing On 4/3/2023, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the , first floors and roof of the existing cottage. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. Nicholas J. Mazzaferro, P.E. 059095 IFESS1010, 6 4 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road M AY 2 2 2023 Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 7.k_ Building Permit Number—49084—Cottage 106 Inspection—Rough Plumbing On April 3, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and3 of applicable codes of the IRC,NYS and Southold Town Building Codes. 5 9 Nicholas J. Mazzaferro, P.E. 2 i w 05,7 ��1\ A�OFFSS{ONP�� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 _f Re: Silver Sands Holdings I, LLC M AY 2 2 2023 1100 Silvermere Road Greenport,N.Y. 11944 F c, ;.- f°� District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49084—Cottage 106 On 4/13/2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building - Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 23. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503,Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans annit of NEW applicable Codes of NYS and Southold Town Building Codes. P5�, q�y0,�� Nicholas J. Mazzaferro, P.E. r o � w Fp �O 05-7 AROFESSIO��'�� 4� { N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944;AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info —Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 I reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior Envelope- The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts—(R-11) Batts—(R-49) New . Walls - Exterior Batts.—(R-11) Batts—(R-15) New- Walls - Interior None Batts—(R-11) New Floors None Batts—(R-30) New Overall Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows -to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 e m I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. -After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Li htg ina: The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the ; design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE 'I 5 PEE OF r z 0 wcu 2 FO /4*O 057�9y pROFEss1014 3 Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis,Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. C1 a ire, C,Lemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.c�ov claireg@southoldtownny.gov i December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 Re: MAYOR GEORGE W. HUBBARD,JR. SILVERMERE ROAD GREENPORT, NY 11944 EXT. 21s TAX MAP ID# 10000470002000±5000, 10000470002000114000, 10000470002000113000, 100004700020001`?000, 10000A7000200009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers,appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance,please contact me at(631)477-0248 ADMINISTRATOR PAULJ. PALLAS, P.E. EXT. 219 Regards, r f�. CLERK - SYLVIA PIRILLO, RMCC I, L EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant r Nunemaker, Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker,Amanda Subject: Silver Sands Amanda, I apologize for all of the confusion with this project. The Trustees do not have any objections to Building Department permits being issued for interior work on any of the cottages on lot 14. Hope this helps. Please let me know if you need anything else from me. Thanks! Glenn Goldsmith Board of Trustees 1 j FIELD INSPECTION REPORT DATE COMMENTS -14 b FOUNDATION(1ST) H ------------------------------------- FOUNDATION (2ND) .f.� z a ROUGH FRAMING& V PLUMBING s t i r INSULATION PER N.Y. y STATE ENERGY CODE FINAL �- H IL ■ V ADDITIONAL COMMENTS c oLC a3 H /7 %2o o J N � O z d b H } suFfaixca TOWN OF SOUTH®LD—BUILDING DEPARTMENT =�4 G`' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 j N T ;may Telephone 631 765-1802 Fax 631 765-9502 htt s://www.southoldtownn ov poi �aa; P ( ) ( ) P 'L Date Received APPUCAT�ON FOR WLMNIG PERMIT For Office Use Only PERMIT NO. Building Inspector: NOV 17 R22 •i tR - Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:October 5, 2022 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC SCTM#1000-, Project Address:0 Silvermere Road, Units 106. _, Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address:19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 1 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition FOAlteration igRepair ❑Demolition Estimated Cost of Project: Eilother See Attached. $404,490.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 4r4 PROPERTY INFORMATION Existing use of property: R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri it ame): bkAuthorized Agent ❑Owner Signature of Applicant: Date: Q-Zj 2'L STATE OF NEW YORK) pp qL ` - 14 1t LaZ-L- SS: COUNTY OF SUFFOLK ) RICHARD W. VANDEN BURGH 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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of J U N E 20 22 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date ALEX PERROS CONNIE D.BUNCH y,-�03 Notary Public,State of New York Print Owner's Name No.01BU6186060 Qualified in Suffolk County z Commission Expires April 14,2 � C1 v , \ Ch x 11111k, K ------------- BOARD OF SOUTHOLD TOWN TRUSTEES yy SOUTHOLD,NEW YORK i �� =f',` PERMIT NO.10380 DATE: MAY 17,2023 ISSUED TO: SILVER SANDS HOLDINGS 1,LLC PROPERTY ADDRESS: 1100SILVERMEREROAD,GREENPORT SCTM#100047-2-14 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in I accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17, 2023 and in consideration of application fee in the sum of$500.00 paid by Silver Sands Holdings 1,LLC and subject to the 5 Terms and Conditions as stated in the Resolution,the Southold Town Board of Trusitees authorizes and permits the following:Wetiand Permit for the two existing bayside cottages—westerly cottage 102: 444sq.ft. cottage with a 67.1sq.ft.roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an Fr as-built 24sq.ft.outdoor shower with drain to drywell; easterly cottage-101:437sq.fL cottage with a 63.2sq.ft.roofed over porch, a 9sq.ft. concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 20sq.ft. outdoor shower with drain to drywell; on the northerly side of the property within freshwater wetlands area of g jurisdiction - the existing first southerly cottage 105: 555sq.ft. cottage with an 80sq.ft. roofed over porch, a 9sq.ft. concrete pad for HVAC unit, a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft, outdoor shower with § drain to drywell; existing north easterly cottage 106: 550sq.ft. cottage with an 80sq.ft. roofed over porch, a 9sq.ft. concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft.outdoor shower with drain to drywell; second existing north easterly cottage-107:550sq.ft.cottage with an 80sq.ft. roofed over porch,a Ifs 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 20sq.ft.outdoor shower with drain-to drywell; existing 315sq.ft. northerly garage with 9sq.ft.concrete pad for HVAC unit; existing shed to I M. be removed; existing northerly cottage 108: 730sq.ft. cottage with 9sq.ft. concrete pad for HVAC unit,'a 12sq.ft concrete pad with metal cover, and an as-built 24sq.ft, outdoor shower with drain to drywell; tidal wetland jurisdiction area/ground disturbance. total area: 10,200sq.ft.; place approximately 92 linear feet (±1,100sq.ft.) of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of @A coir logs along landward edge of sand buffer; place approximately 8 linear feet by 6 feet(40sq.ft.)sand walk path continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a 5,562sq.ft.Non-Disturbance Buffer area and an 8,597sq.ft.Non-Turf Buffer area landward of the Non-Disturbance Buffer area; for the storm-water management on the westerly(#102)and easterly(#101)cottage,install±102 linear feet of drain lines to a drywell;for the first southerly cottage(#105)and first north easterly cottage(#106),install one 10'diameter by 3' deep drywell with 105 linear feet of drain lines to drywell;for t i he second(#107)and third(#108) A north easterly cottage, and northerly garage install one 10' diameter by 4' deep drywell with 76 linear feet of drain lines to drywell; and all planting and landscaping in accordance with Planting Plan &Schedule L4.08,L4.09,L4.10 &L4.11;and as depicted on the site plan prepared by Edmund D.Hollander,-Landscape Architect Design,P.C.,last dated May 11,2023;and stamped approved on May 17,2023. IN.WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. 11. IPA, T"I'MM a 'M6 SCTM NO. 1000-47-2-14 PURPLEAREA]SAREA t 1 'OFNOWDISTURBANCE: / HOLLANDERF 964 SFLaodeca Dc Arc hilecte YELLOW AREA IS AREA I OF WETLAND; 5,1625E . _ PURFIE AREA IS AREA i OF NON-DISTURBANCE. '\ \ GREEN HATCH IS ARFJI OF NON-TURF; - \ 1ZM-5SF . \ PURPLE AREA6AflFA -�-� I 2. \ OS16SF STURBANCE; , - 14SH L1,i REFER TO SHEET 4.09 � - MATCHLINETO LOT 16 , SECTION 1 I _ MATCHLINE TCLOT tA- 1 t SECTION2 _ - I �' �' tom..�•;.�''> . fry' e \ i v LOT I4 SECTION 2• REFER TO SHEET`4.io APPROVED BY 1W SETBACK OF DEC D nNnecsu�oK FRESHWATER WETLAND i _tvP. BOARD OF TRUSTEES l'.AY 1220 PNeq i '. -": 1• - I - TOWN OF SOUTHOLD DATE Southold Town RELEASES rAA��"/ 1117O7,&V/ Board of Trustees ' RANTING NOTES. �• ii- MATCHDNE TO LOT I<_ ® Wmd.Pb�e.obem gvme,m.vvalr.wgerr _ SECT ON2 NOTE TI rasl—, and pieI"ends mm� p.vm.a.erw..y bm m�"w shag us cleanaaM aJ en egulvalemW �r.mem�mnOwnp4P.agepvmi.vamypmM1mbhw __ ,) MATCHLINE TD LOT 1a Uw,2 i• s&jay larger gram size lhan Ne,omming �arr �tr��"����• �e — iSECTION3 i TOTAL AREAS:OWtM Pa„Ilmbrig Y wlmun015Nrhee potions ofg�g„�,�rr�rre,�mw.f e.tm �vi0 - / NOTE:Etl9trg nMiw 6aR-,oleldrt veJelatlon Naryl�m:s.Mat�.onv a.pe.vm..invvm.anm,M.a _�••�•_ .i -.I.... - WETIANOAREA,S,ta25F wBDep,esWveeeMeMa N. n.nm.r Wbmi.irvu.eam P__rtrea.m.��.rr, / i - •I _ r C NONDISTURBANCE AREA 5$62 SF NOTE An exbtSg lW RAy bensare to remain nrcmorvvrba Aabr�erpneeat.mbbmkeAabrvo.er rmT e'. `Y� ' } am ha wesenea Ary dyhg or aeae veer tr.mn.Ava.nP_mPerm EOtIUrxD D.Iaawrora NON-TURF EA:12]86.55F rBNn Tns,ee lurbrlic,bn wilt rd����rn�nrorm�e r`my ePyra o� -wv tV�+a r4R'•vav+.aeeenr�+�ys eaema.e.s LANOSC�AROQrECfDESGN.P.G apWavalhwn Trustees lw,emovaL em�unm.,rrytre.emms'mmem,dp.trvAO.nHN i - I SBvar Sands-Pbntl Sc1NAub L4Ae "'e v^'�^�r,.a�rmm_ermee.aaRmr ' A OTY BOTANLAL NAME COMMON NAME 5� COMDIROM be.v..A�m.w.ev.m,rr.mawep r�av>vw_v,✓at�wma,veownl:r�.xe•��evarptm,p� I I Tmn �A�n _� SILVER SANDS LOT fA-SECTION 3. I.•.' ARE , AwrmNvn Sra Mae S " as e�apnnmmm�avp,vyyrq�avmv,T 100'SETBACK OF DEC' .�-: REEFER TO SHEEr L4.11 \\\ - 15b 1 moo dtm pnclm�5. SII3SCW 860 .m yyy er�yb�try�myar,��y�q�o I HOLDINGS I,LLC i TIDALWERAND _ OBt 1 Overcus dcuo' Swam While Oat 56Ca1 B68 p.sgaxs r,e.ns nspnnw.>etesw.ro. . . • - _ +re.xrPor.wa..rawa.m_ere.m.s.m.e,aasasm. ' - ••.,:.' Nub eempevvnmva Wevbpmtre.,�ee-ntiveN.,es_w Avmrd - . I 5 _ q� Fg° ' Fa ,1 FON tAavn 0— a 162e-Tel.]GL Cm ME nwe�+ t ux tmcvr,Hrmi,�s.�gFln Hrmb.,c 'B .:I H, 9 Hamamehsvmnl6 Oxart VAIN Haxal 56 Ta B&B bamaraarieir.+dlvm.ecrm,mv�.nea,maam,pvvr.vte •, N is H 'utVa TarRr' C—,H/Qanpaa a.5'5 860 � ...,.�e�np'H®nc ems.w GREEN1400 LVERMERE ROAD I/L.�y�p Le 1. LewWme mtlans Caasbl taAEk 2AJP 5Ga1 Cant K eear��Serla.l�we N.wm M�o7m GREENPORT,NY '\ - \\1 - �•�-- I .:. mo 5 M sNanka 2}WT.1,7f Cant L9 �rr��rLvw V+vaoc v_.vv. ram.te R S] Mnca Nanka 7 T. C. L S.v.amwr.,er winmle.e.Fmmov.mvneay.+u,mebearmd,o q� qb,, LII ]2 M s Narlte 42.24r 9'TMall CWR movaepNwe,mugNcdpsmnauwam,vedanpvram...n ft 5 M a Nonce Ta1 Conl aiecpxbeeavmevaaen F5 B F;e,nx�ra�+arseas B,m,..ra � :aam sGa� cage 'r—"^��,�'"'°`""°^^"°'°"^"�^m^�•^+�m+'•atdw. PLANTING PLAN 8 51 foss- a. rasmefine 5tr1 cWa SCHEDULE-TAXLOT 2 1A BMun1—.Nmwn T.4esY- DaidtlaeeNaumum 45'Tal Cm .mt.emsieaee b,w`.roba.wunbb-.rm. �� I vmt z vmw..n mMun,mmemmam xal,esl• DNmleeeMoianun 56.101 Q- m ,+�.�.�'t®.++.m,++m.....«o..o,.smtrw_m 1000-47-2-14 7 - Mnt , wMm,m -ehm Llamer.asWn uses: ,.�s.re.mrrmr,a-va.m,mo..A....•amm.-v. A "- 8� � -'/ OwNeBz�wnum BTTA BdB "®='�Fni4�vxel4P°"°m'me•R^°b°".V^-Pma PemmlabBMnusb o-.now��w,ya'b. dre.�e.r.IaNer.trry)r,ow.em.sw,a., GREEN HATCH IS _J '� n E-epunx Ttazeum' Bs.e�vv, ,GaI CWa raae.m n.etNly avv�egerv.re is w,.m.m.rwnnsa — NCD -Nm Nnlra® -AREA OF NON-TURF - .y 118 S sem eev ScasNe Gd�mvd SP, Com bviQi_�°'e'av P,baae�rmAarlamatr.a.mot+vacvx PURPLES AREA OF Grose a ve.w.�e.ovb,.rtbeaswrYNnvbb.gxt w-}E d ralJr antr. — \ NON-0ISNRBANCE eD tAW AmmWab la Beatl�Graa BR CON ,,..�� 1M Gamuwadmenwwa �AaamanFr DW °�„ L-4.08 Glenn Goldsmith, President ®��®F S® Town Hall Annex U��®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 - E1z?,al eth Pei v lei _ • �® Fax(631) 765-6641 j � 11 � �C®U ,� JAN 1 3 2026 w `` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2313 C Date: September 29, 2025 THIS CERTIFIES that the two existing ayside cottages—westerly cottage 102: 444sq.ft. cottage with a 67 1 sq_ft roofed over porch a 9sq ft concrete pad for HVAC unit, a 12sq.ft. concrete pad with metal cover, and an as built 24sq ft outdoor shower with dram to dDmel1; easterlv_cottage.=101 437sq ft cottage with a 63 2sgft roofed over porch a 9sq ft concrete pad for HVAC unit, a 12sg.ft. concrete pad with metal cover, and an as built 20sq ft outdoor shower with dram to drywelI, on the northerly side of the property within freshwater wetlands area of iurisdiction-the existing first southerly cottage 105 555sg ft cottage with an 80sq-ft roofed over porch a 9sg.ft. concrete pad_ for HVAC unit, a 12sg-ft concrete ad with metal cover, and an as-built 24sq ft outdoor shower with dram to drywell, existing north easterly cottage 100550sgft cottage with an 80sg ft roofed over porch, a 9sg.ft. concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drywell second existing north easterly cottage 107. 550sg ft cottage with an 80sg.ft. roofed over porch, a 9s .ft. concrete pad for HVAC unit a 12s .ft. concrete pad with metal cover, and an as-built 20sq-ft outdoor shower with drain to drywell• existing3� 15sq ft northerly garage with 9sg.ft. concrete pad for HVAC unit existing shed to be removed; existing northerly cottage 108: 730sq.ft. cottage with 9sq ft concrete pad for HVAC unit a 12sg ft concrete pad with metal cover, over and an as-built 24sg.ft. outdoor shower with drain to drywell• tidal wetland jurisdiction area/ground disturbance: total area. 10 200sq ft place approximately 92 linear feet(f 1 100sq ft)of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of coir logs along landward edge of sand buffer place approximately 8 linear feet by 6 feet(40sg ft)sand walk path continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands establish a 5 562sg.ft. Non-Disturbance Buffer area and an 8 597s .ft.Non-Turf Buffer area landward of the Non-Disturbance Buffer area for the storm water management on the westerly(#102) and easterly(#101)cottage, install ±102 linear feet of drain lines to a drywell• for the first southerly cottage (#105) and first north easterly cottage(#106) install one 10' diameter b 3Y ' deep drywell with 105 linear feet of dram lines to drywell; for the second (#107)and third(#108)north easterly cottage and northerly garage install one 10' diameter by 4' deep drywell with 76 linear feet of drain lines to drywell• and all planting and landscaping in accordance with Planting Plan & Schedule L4.08, L4.09 L4.10 & L4.11. At 1100 Silvermere Road Greenport Suffolk County Tax Map#1000-47-2-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 24,2023 pursuant to which Trustees Wetland Permit#10380 Dated May 17, 2023,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 two existing bayside cottages—westerly cottage 102 444sg ft cottage with a 67 1 sq_ft roofed over porch a 9sg.ft. concrete pad for HVAC unit, a 12sq_ft concrete pad with metal cover, and an as-built 24sq ft outdoor shower with dram to d well easterly cottage 101 437sy ft cottage with a 63 2sq_ft roofed over porch a 9sq.ft. concrete pad for HVAC unit a 12sg ft concrete pad with metal cover, and an as-built 20sg.ft. outdoor shower with drain to drywell on the northerly side of the property within freshwater wetlands area of jurisdiction-the existing first southerly cottage 105. 555sg ft cottage with an 80sg ft roofed over porch, a 9sg.ft. concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 24sq ft outdoor shower with drain to drywell existing north easterly cottage 106. 550sq ft cottage with an 80sg.ft. roofed over porch, a 9sgft concrete ad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drvwell• second existing,north easterly cottage 107: 550sg.ft. cottage with an 80sq ft roofed over porch a 9sq_ft concrete pad for HVAC unit a 12sg.ft. concrete pad with metal cover, and an as built 20sq ft outdoor shower with drain to drvwell• existing 315sg.ft. northerly garage with 9sq ft concrete pad for HVAC unit; existing,shed to be removed; existing northerly cottage 108: 730sq ft cottage with 9sq—ft concrete pad for HVAC unit a 12sg ft. concrete pad with metal cover, and an as built 24sq_ft outdoor shower with drain to drvwell• tidal wetland jurisdiction area/ground disturbance total area 10 200sq ft, place approximately 92 linear feet(f 1 100sg ft) of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of coir logs along landward edge of sand buffer,• place approximately 8 linear feet by 6 feet(40sq.ft.)sand walk path continuing from Lot 13 landward of buffer to frame building-, along the edge of freshwater wetlands, establish a 5 562sq ft Non Disturbance Buffer area and an 8 597sg.ft.Non-Turf Buffer area landward of the Non Disturbance Buffer area for the storm water management on the westerly (#102) and easterly (#101)cottage install±102 linear feet of drain lines to a drywell• for the first southerly cottage(#105) and first north easterly cottage (#106),install one 10' diameter by 3' deep drvwell with 105 linear feet of drain lines to drvwell for the second (#107)and third(#108) north easterly cottage and northerly garage install one 10' diameter by 4' deep drvwell with 76 linear feet of drain lines to drvwell• and all planting and landscaping in accordance with Planting Plan & Schedule L4.08 L4 09 L4.10 &L4.11. The certificate is issued to SILVER SANDS HOLDINGS 1, LLC owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MV1610n or 131110onnu?1►6)1 PolmlK Wiglop 1 SUNY cot Stony Dook,50 Cycle Road,Stony Biook.NY 11790 P:(531)444_03..651 F:(631)444-0360 tivww,,:ikx;'ny'm)V LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map#720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert cc: BMHP Permit Administrator File NEW Y0111( I)©1wtlnunt or EFIVIrO11111►11W a Congor+rnt(on SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101, 102, 103, 104, 105, 106, 107 & 108 WITH RESPECT TO DEC,TRUSTEES, WATER &SEWER: DEC JURISDICTION —See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION —See Attached Letter from Kimack dated November 10, 2022. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS— Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For Each of the cottages, the work to be done includes as typical: •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. •Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. •Replace sheet rock and trim. •Repair or Replace screened-min porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED,COST OF THE PROJECT: 404, 0.0 (28.r-THED VALUATION OF NEWMARK ALUATONNANDIADVIOSORY CO.�O9,000.00)AS D RMINED lVich-aeL4. A-1mack ATTORNEY ATLAW P.O. B(,,i:K 1047 Southold. N.Y.11971 Cell No. 516,658-6807 F-mail: i-lik'iiacl, (, qrizon.net ........... :2 November 10, 2022 Michael Verity, Chief Building Inspector Southold 'Town building Department 54375- Main Road, Southold. N.Y. 11971 Re: Silver Sands Holdings I .. LLC 1400 Silvermere Road Greenporl, N.Y. I ]944 Deal- Mr. Verity; The intent ofthis letter is to apprise YOU Of'the effort mide by Silver Sands Holdings I LLC (11C) to conform to all applicable codes as they may pertain to the rella the of tj e I otej and cottages. 11 I Was cligall-led to address the rehabilitation plan alld evaluate the COMPO"C"Its of the plan as to what.ii-11-isdictions apply, both 1-own and State, and w-lich Permits may be required to be in C01111)liallM Ill that context. I prepared my Analysis ol'the Southold Codes along with discussions will, 1*,o wri individuals for input into their interpretation as to what p(muit(s.) may bi�needed. In addition, I also con-It acted DEC to gain insight. as to whether Perillit(s) 'are required. The CLIfinination ofilly inquiry was compiled in a summary analysis submitted t(-,, the IA.0 January of this year. A copy ' (Al"my Analysis is attach(d for your review. siliTly wanted to emphasize. that the Li I C has. Iron the beginning. been diligent. in understanding their responsit)il.ity to abide b C y the od.,:!s of tile Toxxii and State fil the application ol'the rehabilitation plan. " Sill(NIVI) Y01-11-9. 16� Michael A.. Kiniack SILVER SANDS HOLDINGS I LLC at VILLAGE of GREENPORT, TOWN OF SOUTHOLD Analysis of Southold Codes for ZBA and Trustees, as May Be Applicable. For your reference as we move forward, I have attached the relevant Chapter 280 Zoning Bulk Schedule and Density and Minimum Lot Size Attachments 1 -4 and the first two pages of the Zoning chapter for a resort Residential RR District. Scope: Phase 1 of the project is to restore the existing 21-unit motel in an RR zone with no additions and the existing fifteen (15) cottages on five (5) separate lots in RR zones with no additions. Although some, or all, of the existing structures may fall within the jurisdictions of Trustees and/or New York State DEC, it is the nature of the proposed improvements that may, or may not, trigger a permit application. JURISDICTIONS AND PERMIT REQUIREMENTS FOR PHASE ONE I. TOWN TRUSTEES a. Tidal Wetlands: within,100 feet landward of tidal wetland boundary or mean high water(MHW) to closest point of either existing or proposed structure. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Trustee permit(s) not required where renovation or repair of existing structure (including roof area), where there is no increase to existing footprint. This would apply to both residential and/ or commercial structures. II. NEW YORK STATE DEC a. Tidal Wetlands / HWM: 300 feet landward of either tidal wetland line or HWM, whichever is prevalent and most landward. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Tidal wetland regulations say "substantial restoration, reconstruction, modification or expansion of existing residential structures located 75 feet or more from most landward edge of tidal wetland or HWM lines does not require a permit. Exception: Does not apply to a commercial building (DEC considers motel a commercial building) within the 300-foot jurisdiction zone. In addition, the structure must be at least 75 feet distance from the tidal wetland or HWM line. If not, a variance request will be required. FINDING: structure within 100 feet of Freshwater Wetland would "most likely" require a permit (unless interior work only) III. SOUTHOLD BUILDING DEPARTMENT AS ORIGINAL INTERPRETERS OF CHAPTER 280 ZONING CODE submitted the overall site plan and the individual lot surveys along with a request for an opinion to the Building Department as to what, if any, zoning variances may be required for the proposed Phase one restoration plan. I was informed that the proposed work (exterior and interior restoration) does not appear to require any zoning variances for either the residential buildings or the motel. Note: As we previously discussed, the Building Dept. has a policy to the effect that if the total costs of materials and labor exceed 50% of a buildings market value, then it is considered a demolition. This designation would then require the building to be in conformance with Zoning Bulk Schedule and Density Attachments Charts and, if not, file for variance(s). With each building permit application, the only additional requirement would be a submittal of the proposed window schedule. *This will help us bypass the 50% rule SUMMARY TO DATE: From the site plan information we have, it does not appear that the motel is within 75 feet of the HWM, so no variance would be required. But we need to verify that assumption, once Young and Young has updated their survey to include the tidal lines and the flood zone lines. The only permit that appears to be a certainty is a DEC permit for the motel, as a commercial building within DEC's 300-foot jurisdiction zone. Just need the site plan for the motel lot with all the relevant information and distances to file for a DEC permit. Once closure has occurred, I can file within a few days. SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT I'O BOX 38,OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PIZEMISE: l 100 Silvermere Rd, Greenport L3P: 2000689,137 AKA 1123 Silvermere Rd-CA300087091 1 � DEAR CUSTOMER: Please be advised: Effective June 1, 2023, our fees may be increasing. To "loci: in" the current pricing your job must be released by May 31, 2023. For your job to be released you must complete the checklist below. �_ .__._ _..................... ......... IMPORTANT INSTALLATION INFORMATION As of December 1, 2019, all services are required to steel the attached specifications. Please review these 1 carefully, as all ei-iteria lutist be met foi-the field inspection to pass. Before your application for new service call be released to our construction department, it will be necessary for you to complete/submit the following: I. fees: Two 2" Doniestic Tap& Vaults(0i,9,820ea $19,6410.00 One 6" Hydrant Line $16.200.00 Deposit 300.00 TOTAL DUE S36,140.00 2. Inspection request— llesidential inspections must be scheduled two (2) weeks in advance, and are subject to the tinge eonsU•aints of our workload. Please plan accoi-clin�.tly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so vottr hyclratil application niay be considered. 4. Customer Service Line Measurement Torsi (Torsi 4215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installed. 5. Service Line Certilication — Must be completed by whoever installs [lie setwice (cit'her the owner oi• a licensed plumber is acceptable)once your service line is installed. 6. Address verification — Please provide documentation assigiihig the pi,ciiiisc address aml the coordinating tax inap number. , 7. Private Hydrant Maintenance Agreement and 1'ec: This will be sent under separate cover after you have had your hvch•ant inspected. Please contact Lisa Cetta it (631) 56 3-5672 to schedule your hydrant inspection. The fce wil I be$7250.00 per hydrant. Please mail all information to the above address. If ,you have any questions, please contact the New Service Department at (631) 218-1148 or via email newcoiisti•uctioneler•ks(a sewa.cotu OR Latosha at (631) 563-5641 or via email latosha.nioseley-ortirnsciva.coni APPLICATION FOR PRIVATE HYDRANT Application is made by: Alexander Perros Date: 9/6/2022 Company Name: Silver Sands Holdings I LLC Address: 1100 Silvermere Road, Greenport, NY 11944 Contact Person: Alexander Perros Contact Phone Number: 917 318-0027 Mailing Address (if different): 1400 Silvermere Road, Greenport, NY 11944 Application is made for the installation of Il private hydrant(s)to be fed by inch tap(s). I understand that once the hydrant Fines are tapped, I will be billed quarterly (per tap) for fire protection per the current rate schedule. As of the date of this application,the current rate is $ ' 'S 7 per quarter. Please state the reason for requesting a private hydrant; is this a personal choice, or are you being-mandated to install per the Fire Marshal,Town code,State code, etc?,If being mandated, please attach documentation to this application. Personal choice Please note: Private hydrants must be located on your private property, and are only for fire protection. Two separate inspections required for a private hydrant: I. The service line to the hydrant—contact Barbara Yatauro at 563-5669 to schedule. 2. The hydrant—contact Lisa Cetta at 563-5672 to schedule Once the inspections have passed, the Private Hydrant Maintenance Agreement will be forwarded to the address listed above. Applicant Signature: P g Printed Name and Title: Alexander Perros, Manager scwA F6,m;N2i5: Rov,IDJtT9IJE' i4;4iJ �U�7;8' 'TfUL*11�eJ Wf S�tl•if: k. CUSTOMERS SERVICE LINE EVIEAsuR'EPAENTS {� THIS-PORTION TO BE COMPLETED BY APPLICANT OR.INSTALLER NAME Silver Sands Holdings I LLC/'Alexander Perros TELEPHONE NUMBER�17-318-0027 i. PREMISES ADDRESS 1100 Silvermere Road, Greenport, NY;11944 ; _ { r; MAILING ADDRESS 1400 Silvermere.Road, Greenport, NY 11944 ;I. ftV1t4G! GE€�lE? 1� aRPJidVllO9 iB PJiP 55.1 LD 9. • � 1:✓i CJUT, HOUSE LIN[ SERVICE LINE:MUST''BE: �.. MANHOLE ❑ POLE ❑ FRONT n ; 1, SOFT K COPPER AND/OR.200 PSI'PLASTIC. HOUSE LEFT SIDE 3 SERVICE INSTALLED TO PROPERTY LINE ❑ ( BIDE ❑ 2 COPPER-INSTALLE D,\vfTH.MINIMUM X-6'COVt:R. ' r! GARAGE ' ❑ RIGHT SIDE' " ❑ GARAGE [i d COMPRESSION'FITTING ONLY,.UNDERGROUND:, PORCH ❑ AS SHOWN [i MARK ON CURES 5 INSPECTION BY S.C:VJA.,BEFOBE:BACI<FIhIING. 11 HYDRANT ❑ EXISTING SERVICE ❑ OR STREET 6.BACKFILL.WITH CLEAN FILL.NO'RUBBISH TREES,:ETC,. Ii 7 C,USTOMER?SHUT.OFF,VALVE.INSTAL LEE)AT POINTOF;ENTRY,.' OTHER CATCH BASIN ❑ INSTALLED BY;, _ LICENSE tt: '�. HOUSE. IELEI?HONE 10: { Oa D>aIi j 80mr)ING, EMER i?} y THIS PORTION TO BE COMPLETED BY'S C WA !r I w `if ❑ j . i�, tiP OR CA a �t STRElNAME ; DATE RECEIVED:— ------------ STREET NAME: y SUFFOLK COUNTY WATER AUTHORITY SERVICE LINE CERTIFICATION I hereby certify that the information entered on Suffolk County Water Authority Form 215-Measurement Form is correct and complete and that the service line installation was completed in accordance with the rules, regulations, and requirements of the Suffolk County Water Authority and local plumbing code and was installed by-the owner of the premises or by a plumber licensed by the municipal entity with jurisdiction over the premises. Name of owner: Silver Sands Holdings I LLC Premise Address: 1100 Silvermere Road, Greenport, NY 11944 TO BE COMPLETED BY INSTALLER (If owner installed, complete this portion) Owner signature: Print Name: Alexander Perros Date: 9/6/2022 OR (If Licensed Plumber installed,complete this portion) Licensed Plumber Signature: Print Name: Date: License Number: Please specify: ❑ I am licensed in the County of ❑ I am licensed in the Township of Business Address: For office use only: CA Revised 2/16/2011 J h r b � i nd-- ;'� I:� - � BUILDING DEPARTMENT-Electrical Inspector ,r a TOWN OF SOUTHOLD r# °� Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 E'A -> }. Telephone (631) 765-1802 - FAX (631) 765-9502 %: ... ,. ¢ rogerr0southoldtownny.aov - seand&southoldtownnv aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 7• Zi✓ Company Name: t L cC-"\ s 11-1 ej e- , Electrician's Name: s C License No.: �� - n,, ,� Elec. email: yv� c�h S 14 (2- H W Elec. Phone No: 31. 213 G . 2 5V- M request an email copy of Certificate of Co pliance Elec. Address.: . 0 _ Q,a 3 .F S- /J /J JOB SITE INFORMATION (All Information Required) Name: Address:llD f /�,��,, - 2� u r Cross Street: 'Z7— Q-,t - D Phone No.: / _3 b B 27 BIdg.Permit#: Z emq email: Tax Map District: 1000 S ction: 7 Block: -9- Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Sit'i C k a,- Vi^J,c1 -rwl-i 4-- ) '14 Square Footage: Circle All That Apply: Is job ready for inspection?: YES©NO ❑Rough In Final Do you need a Temp Certificate?: ® YES❑ NO Issued On Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: )b o A #Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect Oservice Reconnect RJUnderground Eloverheadi #Underground Laterals P1 1 M2 H Frame D Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION ---------------------------------- ._ Jry1Lt^^4G I y®St9FFQ(qLo y�$® !`�� ; BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ®4,� ® � Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802 z Temporary Certificate # � Date — 2023 Customer Name �5► yteV 5OA4.5 ( h Electrician Name Ce S Address (per c,j\VerVWe ezeyj, r9-,-f Phone Z (p 2q e-mail 6 e-mail I kfhStti f_C � QA0. Phone Cin o ;4� License# L+Ia__j O e Size_�A Phase Overhead Underground 1Z #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali�90 from the date above. Authorized by V, �� �'� emu, BUILDING DEPARTMENT-Electrical Inspector � Y TOWN OFSOUTHOLD h COD i Town Hall Annex - 54375 Main Road - PO Box 1179. Southold, New York 11971=0959 4w. Telephone 631 765-1802 - FAX TM 0/ p ( ) (631) 765-9502 ro err southoldtownn ov - seand&southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -7• ZL- Company Name: w I I cc+,, s I(-, �4-e I � Electrician's Name: s L License No.: Elec. email: Elec. Phone No: 0. 23 t .b Z 5�P M request an email copy of Certificate of Co(hpliance Elec. Address.: o , Q,, -31F JOB SITE INFORMATION (All information Required) � ���'✓ Name: .f, Avtr f"JI-,f ,/J-Z� )J, L L L Address: l�Ob1 f /V�v�• Ki- %Z� �� Cross Street: Phone No.: / -3 b 6 27 Bldg.Perm it#: email: Tax Map District: 1000 S ction: 7 Block: .9- Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 4-- `� ' `i� Pi1► �' Square Footage: Circle All That Apply: Is job ready for inspection?: YES © NO ❑Rough In 17 Final Do you need a Temp Certificate?: ® YES NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood ReconnectOService Reconnect RlUnderg round QOverhead # Underground Laterals P 1 2 H Frame D Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches Outlets GFI'sk 1 Surface 'Ill Sconces HH's I UC Lts Fans Fridge HW �f' Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have �' Used Special: 12 Comments 1r i CMF J - - - 2 CMF 1 Jo b o�i v► r 'J now ortner for l v°_ o�i f r pouglas p y wyer& Eileen f pwyer o- 4 r now or former) .a y Thomas R. Shearin& r SHEDE f a �; r FRAME J Wanda Sue Shearin RCF FRAME i SHED ` a ! " SHED N89053'40"E 586°25'QQ«E CMF 123.77' O N 182.00' MPF I I a MPF 1 " EDGEOF I wOO�S IOU 1 I 2 I j I WOODS , _ 5CTM'NO.1000-47-2-15 V I _ I 5CTM NO.1000-47-2-14 p I N� I ,^,�' I 140, 1 SO CONC, 40 ;j ,y N FQ4 COVER ti�j 6.0• Sl'OR'11F 4.3 co h _ O GgR FRq o C A F Q I 0 sT M CONC. ONEOp1 ti COVER �Wqy oN ' 180 196. , ru cs CONC. "-S ti W I °COVER !L7 I CONC.° \ O I COVER COVER CMF l.9 i sR> 0 I FQ•PO� A' ,r WOODS I r�o�JSV bb WOO f / 86 Zb o�� I r K�o t-A • I ��gJ Zb o, ,r Cj / �•rP d 1.6' �s s1 F 1.9' 1�� n I p 12.3' ccv H I -•GONG.- _ 2.2'tJ-'-:•, (1)IUNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LTH ES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED - HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIQNAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,,Riverhead, New York 11Q01 tel. 651.`f '1.2305 fax. 651.'72'7.0144 m1n®youngeng Inc ering.com / 1 Howa W. Young, Land surveyor Thomas 0. kNolpert, Professional Engineer Lot 1 ' + I / Douglass E. Ad ms, Professional Engineer Robert G. East, Architect CMF ) bert stromski, Architect RCF _ CMF ` - - Lot 2 --' - - 1 / SITE DATA RCF 0° r �. > y F ;W / / * SCTM NO. 1000-47-2-8 - --z - F cs o L = 9,055 SQ. FT. 1 `� p1 * SCTM N0. 1000-47-2-9 = 10,351 SQ. FT. o -r now or formerly 1 "- ti uj o` 0 1 / i g i bou las C) L ` / * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. v.. � 9 wyer Eileen Dwyer ( o � � � a + now or formerly / / J * SCTM N0. 1000-47-2-11 = 37,912 S . FT. t o o . � I g .o � Thomas R. Shearin& o ti Lot 3 n m Wanda Sue Shearin Q c + FRAME 1 d h 'FRAME 1 1 * SCTM NO. 1000-47-2-12 = 22,339 SQ. FT. / �IPF I RCF SHED FRAME + SHED o ' SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. ------•- _-�_, N sHED N89 53 40 E o a / ---- CMF 182.00' MPF IPFw° * SCTM NO. 1000-47-2-14 r --- S86°15'00" I = 70,070 SQ. FT. i I E 123.77 d MpF I * SCTM NO. 1000-47-2-15 Ep E a Dz = 88,340 SQ. FT. I � Z Lot 4 s T L $ to .2 I Q� Edward now or for r! o c '' " _ --- I WOODS / war urz nj me Y i CO °' `7 � I J e a&Jean B , - I -: ---,,. SMED SCTM NO.1000-47-2-15 I C ! FRAME 7 7' I Burden P `�. r 1 '-} ; ° a1 SCTM NO.1000-47-2-14 (� Lot 5 S80°5 _ 5 OOHS ILO ° J Gg ^ O7 IO 174.9$ w CO ry COV 6.0' O o SCTM NO.1000-47-2-8 srpF 43 aI.Lot 6 MARSH DT h 6"q T M UL CONC.. PAGE s oNEO�I qy oIV o N80055'00"w I 1 _ o coI 1 O COVER ti W 1C) 1 I �° oN W ;?7'>' a; 24.6' _ 187 21' O L 1 I CP STONE pR7VEWAY h ti CONCP v- 0- .111.0' w COVER N >` 111 L t. Ct I Ig.O 1 (� Lot 7 O\ V 6.1 -'6 O ro O °ZS A.o °too a PLANTER m6.P' "� " coNc. SCTM NO.1000-47-2-9 L 1 p y1 0) RO �• v�,y o CSW o a COVER O 4- 0- 0" ,O J'^ CONC. O w 24.8' N r _ L W o COVER 16l COVER 3 a SHEDS 2.8 I ° 4.0•' CONC.WALL N o CE O ~' f ' •" Q - -, Ln I CONC.° coven QjostO --80 55 00, bAk TREES _� C; r , 0 Z COVER T CMF & O IPF _ o I Q 6 ° pl , s `''per' �0.17' _ - _146 77' o °1-4 3 Lot FINo �'� WDF _(V O w b - _ P SCTM NO.1000-47-2-10 ' I l�°0 ebb �o� �•'o �' �S' N800 147 59' row 1 WDF WOODS 6; �e. /,, q�. O 55 OO"yV e� 3.6'E I 1 (jJ w 1 I 2_4.5 `a ,P��t CMF 00�,� Qs �OF ' sx1- iPF O ✓�'0��b16° / // / P� I WV� IPF .O 0 o Lot 9 } 1.6' WMR 39 d �� , //� 1 c cc ^J I //�p�, ♦T\y• � 16.5' Sr 9491 I / 1.9= 12,3' N I e WAIL E STONE 14 + WDF , O i a 9.66' I.1'E I // r� ,� I o °CONC. 2.2' POOL COVER m N ay WA:-L -J 1 , 1 u' o W I CSW + 0.8DF F AO ANT I /,� �60 //� I RO n, I 20.4' 99.8' �- W E OF wO0p5 I ^, ,�P� //,� I 10.3' m LL m 24.3' I N I Or o 19.6 I G Cv / I N r w j Lot 10 Ep 1 /,'�OP� ; I 18.5' ;, 17.9' ' o I /, � / 13.2' M I 1 v 43.3' c P l N / N 1 L � /� NI CP I O .X I / CONC. IfV I -3� -- ` -_ 6.0' COVER I r- - 0 WOOD 0 I 20.1' / FRF O o _CSW - - DECK �15.8' i. 22.6' CONC. ��+ I 00 F + IPF COVER 00 I w 00 e �N O N FRAME 36.3' Za 16.3' I Z Lot 11 � SURVEYOR'S CERTIF CATION 4 __ 30.6_ 18.0 a 6.2' WM N N V) au a+It R O �` 3.2' BUILDING 2.1��1I I ' a 20.0'm v WOOD I u' O I I WE HEREBYCER'TIFYTO SILVER SANDS ' OLDINGS 1, LLC THAT _ q'1 ,� CL DECK o� N N CO m s ;n THIS SURVEY WAS PREPARED IN ACCORDANCE ITH THE CODE OF PRACTICE 1 L � Op 19.1' 199• I 9.0' 3 I w FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE S�dCIAT a OF 1 , F•r ' - - _ O ° t6 RO I �• ' I " PROFESSIONAL LAND SURVEYORS. �� N 3 4- sr o� w 12,8'- 14.0)' SCTM NO.1000-47-2-11 L Q' 8.2'. M 32.1 2 I --� \ �� }O i O CLF QQ O N ' 3 �� o Lot 12 "' CLF z 18.4' I of + ! 0 z 3.1'E FRAME o FRAME 11.9' STORAGE MA o w -CSW 36.7' I ? BUILDING 5.8' o�„ - ^ I 18.4' .� CYJ Co N ff e _ M woop pecx I O I HOWARD W.YOUING,N. L.S.N0. 893 o I c CP CONC. O 11.8' Ct 1 V) , ' LAND X SCTM NO.1000-47-2-15 w SCTM NO.1000-47-2-14 - COovER / M 1 ' + O 20.4' j Lot 13 tV0 O 0 I V) I 20.3' 4.0 0- rpRF i I _ _ - -- SURVEY FOR + L o O CONC. O I N A I _ �- - � L .� } � °C COVER i G'l N SCTM N0.1000-47-2-13 1 SCTM N0.1000-47-2-12 /' I b :° ° y; O V) V) O CSW 24.1' 3.6' I / II N . �- - 1 - FRAME o 72.8' 26.0' o SILVER SANDS HOL INGS I, LLC 1 f o O - - - BUILDING-. I o u ^ / I 76.7' WOOD DECK 3.0'12.3' 15.65' 15.6' - --- � s O 30.4' E 24.0' •5 I 569 08 29 W '�/ -- -'J-- 1 v U ro u , I I I- 1 28.1. 8_B' lC2 10.9' 29.15 I IPF LY a FRAME ��_ CSW I n I w BUTLDIt-* CH N FRAME N }t 1 i S81oz1'16'11�1/ I u CONC.WALL i a� at Greenport, Town o Southold 1 - Lot 14 w" a�9 6Uziao t\1 24.93 I 51.31 t, o Suffolk County, N W York _ 3 p' a 4 0 0 24.3' 91 1Lo' t t 1 11 I 5.93' 584011 16 W z p 1 _ t pevLKNEAD 1 �8_ I 1�$?5 CERTIFIED S RVEY _ } 1 csw I �.� w� /�/ � 14' ,VToo16 4,0), r 512056 TIE LINE ALONG APPROXIMATE HIGH t 1 WATER MARK AS LOCATED ON 10/29/2021 g 4- wDF 28.2 }t I coNc w Pw c.w AU } i 5p�,� 1000 7 2 8 1000 7 2 9 t, 1000 7 2 10 L 1.6'W t CO } WOOD t I t LEGEND � Lot 15 DECK v \a� \ 1 F�"a` 'F N ' osi 27.9' i Z 15 o , „ 0 1000 7 2 11 3' t\ 60 27 a� 51� N88 13 37 W x CIC =CAST IRON COVER 1000 7 2 12 .,v 1� 29.30 CE =CELLAR ENTRANCE 13o W 5� = 7.23 CH poi 5643807"W CHIMNEY 1000 2 14WDF '3b- ,& CLF =CHAIN LINK FENCE County Tax Ma District 1000 Section 4- OL e t 9 26.48 tY P 7 Block 2 Lot 15 o a Z$ Q CMF CONCRETE MONUMENT FOUND FIELD SURVEY COMPLETED OCT. 28,2021 � � o y �\� 1k3• � 5Eo CMS CONCRETE MONUMENTVEMENT / o L g1 CP MAP PREPARED r 0• �%� =CONCR NOV. 17,2021 O 55 Al CSW =CONCRETE SIDEWALK DI =DRAINAGE INLET Record of Revi ions �i EOP =EDGE~OF PAVEMENT REVISION DATE E wrF 0o0 v,EPq b�o225 CO IPF =IRON PIPE FOUND yam' 0.6'E c, Y MPF =METAL POST FOUND Z9'3 �1 OL =ON PROPERTY LINE 0211 PRF =POST do RAIL FENCE s �o0���r° Rg tj56 RCF =REBgR&CAP FOUND Ro RodF OVER WDF =WOOD FENCE ° °��, WMR ;WATER METER 579051'17"W WSF =W004 STAKE FOUND 25.99' WSS =WOOD STAKE SET 40 0 20 40. 80 120 =UTILITY POLE 1" _ ' o = FIRE HYDRANT Scale: � n =END OF DIRECTION/DISTANCE JOB NO. 2021-0267 DWG.2021_0267 cs 1 OF 1 -4d GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION T R A C T 0 R N T E SGeneral Notes: - r 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OFC 0 Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. , I• �� GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir//Larch #2 or better. : � �� 2. FIRE SAFETY: VV�� T �+� - �DESIGN ASSOC1ti11iJ LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications four wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A 111j CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. KV residential & commercial design • consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSUIRANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoX1675 phone: 16311433 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Soutlhold,New York 11971 E-Mail: ssbn654@optonline•net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE: INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (XAPA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain c)f face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP USE of uOCUMENIS:& 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb 825 PSI- PLUMBING WORK SHALL BE PERFORMEID BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS, REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. = 1 ,900,000 PSI 03-05-23 E THROUGH THE BUREAU OF ELECTRICAL. CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 03-13-23 9 F = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE `) DRAWINGS, AND ALL OTHER WORK THA1T MAY BE REQUIRED TO COMPLETE THE JOB. (N A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, _ KEHL DESIGN ASSOCIATES, LLC. NOTE 10. B. EXCEPT LEGAL HOLIDAYS, ALL PIPING AND WIRING SHALL BE RENVOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. j„�AR17 �013 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE RE\VIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. °fVC;k '`� Pz° WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AI\NY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH uLtf�l`O`G 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY E3AFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS ket P RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUTG��� / THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL D15CONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14, DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND I EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF V ARCHITECTURAL FEATURES AND STRUCTUURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR -THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS; AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE I .• RELATED TO HIS ACTIVITY. IF THE WORK of OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY r tr: INSPECTION- TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, 5 ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. REQUIRED BEFORE COMMERCIAL CONSTRUCTION DETAILS- 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION OWING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TODAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE ALL CONSTRUCTION TO CONFORM TO 2 0.2 0 BUILDING CODE O F SNOW DESIGN FROST LINEE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO NEW YORK STATE MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International EnergyConservation Code IECC y� �y TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM APPROVED AS NOTE All exterior lighting , DESIGN CRITERIA CONCENTRATED LIVE LOADS9 COMMERCIAL CONSTRUCTION DETAILS- SECTION C503 ALTERATIONS 3 3 g installed,replaced or DATE: B.P.# repaired shall conform PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO AS C E STANDARD LOADS (psf) (Pounds) FEE: _-.. FY: to Chapter 172 C503.1 General p m -T!_ BUILC'iJC: ';L?/�•RTh11ENT AT of the Town Code USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100 (SEI/ASCE 7-22) Alterations to any building Or Structure Shall comply With the requirements Of this Section /e5-1e02 sAM TO 4P1f FOR THE C503 and the code of the new construction. Alterations shall be such that the existing FOLLOWING INSPECTIONS: USE OCCUPANCY 10. Dwellings (see Residential) ACCESSIBILITY C 0 N S T R U C"T II 0 N DETAILS building or structure is not less conforming to the provisions of this code than the 1. FOUNDATION - TWO REQUIRED 25. Residential existing building or structure was prior to the alteration. Alterations to an existing EnR POURED CONCRETE MOTEL / RESIDENTIAL R-, (MOTEL) ALL SPACES, AREAS, DETAILS, DIMENSION`S AND CONSTRUCTION building, building system or portion thereof shall conform to the provisions of this code NSUL � - FRAIv11i\G & PLUMBING uLATION TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS TO CONFORM TO 2009 A0 17. 1 as those provisions relate to new construction without requiring the unaltered portions of 4. FINAL - CONSTRUI',TION MUST TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 the existing building or building system to comply with this code. Alterations shall not BE COMPLETE FOR C.O. L CONSTRUCTION SHALL MEET THE I,J,K create an unsafe or hazardous condition or overload existing building systems. LL CONSTRUC OF THE CODES OF NEW Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION QUIREMENTSbuild withoutthe authorization of local governing agencies, such YORK STATE, NOT RESPONSIBLE FOR • CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITfION OF THE INTERNATIONAL ENERGY EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building k 9 P y q DESIGN OR CONSTRUCTION ERRORS. HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 CONSERVATION CODE AND ASHRAE 90.1-2016 construction, provided that the energy use of the building is not increased: Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE COMPLY WITH ALL CODES OF requirements with such agencies prior to construction. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVA ION CONSTRUCTION CODE OF NEW YORK 1. Storm windows installed over existing fenestration. NEW YORK STATE & TOWN CODES PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 (NY)TABLE C402.1.3 of 2. Surfaced applied window film installed on existing single pane fenestration AS REOUIRED !ti;•.,D CONDITIONS OF THE VERTICAL DISTANCE FROM GRADE OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD assemblies reducing solar heat gain, provided that the code does not ; „T� PLANE TO THE AVERAGE HEIGHT OF m 2 THE HIGHEST ROOF SURFACE UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 -�'.-�- '-'T""-- ° 3 STORY ZONE ` FLooRsFl OM require the glazing or fenestration to be replaced. ---'-�Y'�' ' ILa 'E" SAM"S =1 V-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 ATTICS AND WOODFRAlED WALLS BELOW JOIST/ UNHEATEDSLABS OPAQUE I VED OPERABLE ENTRANc - C` �J,i%�TCr�;I;F7P,T N I G BGARD 2020 BUILDING CODE OF NEW YORK OTHER AND OTHER GRADE FRAMING DOORS FENESTRATION FENESTRATION DOOR 3. Existing ceiling, Wall Or floor Cavities exposed during construction, provided -' STATE. 4 EXCEPT R13 ^'I'-u^'^,'^1 N,I F MARINE R-10FOR24' U-FACTOR U-FACTOR U-FACTOR that these cavities are filled with Insulation. S�,�:, u�.- lur'V,�TnUST.-�S R�8 OR R7.5 R30 BELOW R4.75 0.38 0.45 0.77 4. Construction where the existingroof, wall or floor cavity is not exposed. ^ p rrr M%0`T E L GROUP R OR R•20 y _-- I�.;.u.:e-• L UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN 1 5. Roof recovered, TOTAL HEIGHT FROM RIDGE TO GRADE 13'-6 1/2" THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE SHGC SHGC SHGC ' 1100 SILVERIViERE ROAD 1 ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED PF<02 Pi0.2 PF<0.2 6. Air battlers Shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE (NY)TABLE C402.4 0.36 0.36 0.36 where the alterations or renovations to the buildingdo not include . V o TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE BUILDING ENVELOPE FENESTRATION MAXIMUM LOAD REQUIREMENTS, SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. ;�:')E IS UNLAWFUL GREENPORT, NY 11944 LUMBER SPECIES AND GRADIE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 0.2<110.5 02<PF<0.5 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN CIRMTE ZONE 4 0.43 0.43 0.43 1ITHOUT CERTIFICAT THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE CABIN 106 �ERT>�L FENESTRATE F OCCUPANCY ALL HOUSE FRAMING MATERIAL DOUGLAS FIIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED SHGC ESHW SHGC RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF LIFACTOR PFL0.5PFZ0.5 SCTM # 1000-47-02-14 THE TRUSSES. FIXED 0.58 0.58 ALL EXT. DECK FRAMING MATERIAL CCA NC PINJE #2 AND BETTER FENESTRATION 0.38 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM OPERA 045 ALL COMBINATION SMOKE DETECTORS ;DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ERAngL ENTRANCE AND CARBON MONOXIDE DETECTORS ToF;III',r'i"It i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY DOOR 0,77 `�t- � lvWl`d CUL)E. 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC ARE TO BE CONNECTED WITH A CENTRAL Th;i GENERAL NOTES THAN 30 INCHES. SHGC AREAS OF STRUCTURE MONITORING STATION AND TO BE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS D VERTICAL IN 12 UNITS HORIZONTAL, PF<0.2 0.36 MONITORED CONSTANTLY AS PER THE ALL�PLUMBING WAStE NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A SHGC NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. 0.2<PF<0.5 0•43 2020 BUILDING CODE OF NEW YORK STATE &WATER LINES NEED, , NOTES: EX.EX. BASEMENT NA k, ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED TESTING BEFORE COUERINCa EX. FIRST FLOOR 471 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS, SHGC THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR NA PF20.5 0.43 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. SECOND FLOOR NA PLUMBER CERTIFIOATIO PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PF = PROJECTION FACTOR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. ON LEAD CONTENT BEFORE` DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY CERTIFICATE OF OCCUPANCY UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA SOLDER USED IN WATER FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA SUPPLY SYSTEM CANNOT SEAL: DA1 E: ATTIC (HOUSE)(b) NA EXCEED 2/1.0 OF 1% L EA D. SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA PROJECT N0: ATTIC (GARAGE)(a) NA EX. UTILITY ROOM 14 sq.ft. t EX. SCREENED PORCHES 76 sq.ft. - d 1 135-2022 Gj����L J. C(1,ar,�1G..� RAWN BY: EX. OUTDOOR SHOWER NA EXISTING DECK NA2Q BDK EL�C�'F`�f`!>by � ,� �t� '� 6- `" C ECKED BY: NEW DECK NA �� •Rn COVERED NEW DECK NA It ��� EX. COVERED FRONT PORCH NA 1 (-YEET NUMBER: 16 fT 4 COVERED ENTRANCE NA <Q .� POOL HOUSE CABANA NA V 1 ACCESSORY STRUCTURE NA Additional (a) WITHOUT STORAGE Cerfific4taom DOB NUMBER: OF (b) WITH STORAGE May Be Require . © KEILTDESIGN•ASSOCIATES,uc _7 SIMPSON STRONG,— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M TS 20 L T S 2 0 / DOUG-i'lK ILAR(�H SO. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON 5 T ALLOWABLE LOADS LOAD I 1 5. 11 SIDE OF CEILING JOIST FASTENERS LATERAL WITH TOTAL FOUR AND ON SIDE OF RAFTER MODEL CA UPLIFT UPLIFT (133/160) Bdxl2'" CODE 8d NAILS AVG AIL REF. INTO TRUSS. ail TO TO TO NAILS RAFTERS/ ULT. STU . ....... TRUSS PLATES STUDS (133) (160) F, F, (133& :r SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION :r TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES UBL DESIGN ASSOCIATES uc -1) residential commercial design consulting LOAD W d 1,_, CODE N AILS REF �1 33& H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) DIMENSIONS FASTENERS TWO ARTJ'x12 PC,Box 1675 phone: (631)433-9084 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Ed NAILS Southold,New York 11971 E-Mail: ssbn654@opfonline.nef MAX. CLEAR PLATES MODEL CA LT — 2 LFTA REF. INTO NO. WIDTH3PAN L CITY DIA U 1�1 2- 21" 3" 31" LFTA �1 1" 2" 21" 3" 31" EIGHT-' 8d NAILS INTO S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17" L�"1 6-10d 4200 1205 1400 5, 44 85 STUD DOUG-FIR LARCH / SO. PINE o o O)WNERSHIP & USE OF DOCUMENTS: FASTENER S ALLOWABLE UPLIFT LOADS" 10d 1 Od x 1 P, These drawings and specifications including the MODEL L AVG 2 CODE ideas, design and arrangements represented NO. 10d 1 Od x 1 J" ULT. (133 / 160) (133) (160) REF. LFTA L LSTA21 otherein, are the property of KEHL DESIGN o ASSOCIATES, LLC. No part thereof shall be o Simpson Strong—Tie copied, disclosed to others or used in connection o MTS16 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 oc oo HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d . 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x1 2 k DETAIL "Kill they have been prepared without written consent. LST20 775 720 720 3, 41 COW - 5,, REV. 20 12-10d 12-10d x 1�" 2383 COUPLER NUT DETAIL "Ell STU 8 DOUG-FIR-LARCH Equal number of �SIMPSON 03-01-23 SO. PINE CODE specified nails in TAKE—UP WASHER 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end 03-13-23 NO. TI ON (100) (125) 160) Simpson Strong—Tie C 515 645 670 CS1 6 A RT5,,Xl 2 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H11 H 515 645 1 670 1 1 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1,7,1(DF/SP) (133) HOLDOWN HOUDOWN ART8-x12 STUD - DEFLECTION DEFLECTION CODE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. MODEL MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. ANCHOR BOLTS ULT. ALLOWABLE 0 BASE BODY B4 so CL LOAD DESIGN CA CA H SB W H B DIA QT7YDI A 12. DESIGN WHEN RAISED OFF 0 0 1 2" 1 22" 1 3" K:�5:21" LOAD THE SILL PLATE 0 HD2A 16 12 4A" 21" 2J" 81, 12150 1555 2055 2565 2775 2775 2760 1 0.058 1 0.077 2, 43, 82 0 0 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS MODEL AVG; OF SP CODE NO. W I L STUD' IPLATE ULT.. (133)' (160), RE . SP4 3�" 7J 6-10d x 12" 29177 735 885 7, 40, 127 MODEL DIMENSIONS FASTENERS (TOTALL) ALLOWABLE TENSION LOADS CODE NO. GA NAILS FLOOR (133) (160) REF. oa (100) 01c) WiORK NOTES: LSTA21 20 16-10d 905 1 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAILL) ALLOWABLE TENSION LOADS CODE MODEL CA NAILS FLOOR (133) (160) REF. Simpson Strong-Tie STU 5"- N0. 18 W L (100) 8 MSTA24 11" 24 18-10d 1 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L(LENGTH END CA CUT LENGTH4 (TOTAL) 0)2 SPACING REF, HD2A TAKE-UP WASHER OF ROLL L (100� (133 / 16 oc. NOTE: ALL HANGERS TO BE USED ON THIS PROJECT IN A ROW) Sim pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN 431" 28-8d 1 1235 1 1650 1 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERS DOUG FIR ARCH SO. PINE ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. CA HEADERS AVG UPLIFT IFLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 7W H 8 10d I 16d JpISTS ULT, (133) (160) 10d I 16d 10d 16d 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL "IF" LUS46 18 3 " 4 " 2 —I 4-16d 1250 7, 40, 127 l 4-16d 6076 114011160 — 1000 — 1150 —1 DETAIL llill COUPLER NUT HUS210-2 14 1 3J" 9j" 2 1—18-16dl 841-16d 6076 1 55 12105 1-11650 — 1900 —1 2065 1, 36, 84, 122 1 ARTJ-x12 DOUG-FIR R H PINE ALLOWABUE LOADS STU FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. SIMPSON NO. CA STUDS ULT. _______7(160) F, F� — TAKE—UP WASHER TO RAFTERS1 TO PLATES TO ST (133) HGA10KT 14 4-SDSJ"xl 12" 4-SDSJ"x,3" 1523 435 435 1165 940 160 Acceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT TOTAL FOUR SE A MINIMUM OF SIP4 8d NAILS TWO 8d NAILS THIS MTS16 STU J' IPROJECT: INTO TRUSS. SIDE OF TRUSS. LSTA21 ANCHOR BOLTS MTS16 SIMPSON SIMPSON TAKE-UP WASHER TOTAL FOUR HD2A Strong-Tie 8d NAILS INTO TRUSS. LSTA21 HUS210-2 SILVER SAINEDS MOTEL TWO 8 AILS TO PLATES 1100 SILVERKP64ERE ROAD TW 8dEIGHT-"NAILS 8d NAILS INTO INTO STUD Simpson Strong-Tie PLATES 3 DETAIL "All GREENPORT, NY 11944 H7 EIGHT 8d NAIL INTO DETAIL 'I DETAIL "I DETAIL STUD Simpson Strong-Tie CABIN 106 H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "Ll" SCTM # 1000-47-02-14 LFTA 0 'DRAWING TITLE: LFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BID SIMPSON WINDLOAD NOTE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. Z" THROUGH ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS I St FL.00F? II 1 t FLOOR 1 t FLOOR 1'-0" DEEP POOL x 10' DIA. 68.4 cu.ft. per Vertical ft. ROOF DRAINAGE ROOF ROOF ROOF AREA = 615 sq/ft CALCULATIONS AND LTP4 BATHROOM PLUMBING RISER DIAGRAM 2" 3" V = A x R x c A = 615 sq/ft LTP4 1 t FLOG, LTP4 FE ORZ 2" 31, 2 R = 2 RAINFALL = .17 ft .3 .4" F.A. VENT 6" C.0, [—'APC)VF- GRADE 4't licit 0. ITHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL 4.. V 615 x 1 x .166667 = 103 C.F. TO CREENPORT VILL-ACE SEWER SYSTEM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE TO SCWA APPROVEDSimpson Strong-Tie SEWERAGE SYSTEM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor—to—Floor Connections Ridge Strapping PLUMBING RISER DIAGRAM (NTS) 103 / 42.25 VERTICAL FT. / FT = 2.4 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMiSIONS DUE TO UNKNOWN OR LTP4 Detail USE (1) 8' DIA. POOL 3'-0" DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie `4f OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connectionis �SEAL: DATE: 103 / 22.3 VERTICAL FT. / FT = 4.6 V.F. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6' DIA, POOL 5'-0" DEEP = 5 V.F, PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION DETAILS 1135-2022 THAN THE REQUIRED AMOUNT CALCU)LATED FOR EACH CASE. or.t. - — POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF C-D HOUSE AND/OR LEADERS TO BE PIPED TO NEW YORK STATE BDK CHECKED BY: POOLS (112 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION D FTAI LS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC SHEET NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). unless otherwise indicated, is Simpson Strong-Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD No substitutions are approved or authorized. G2 Due to the relationships of frcminig hardware to (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA the other components of the struicture, any framing WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION DETAILS DOB NUMBER: OF - IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in thie installer/contractor assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL (D KEBL-DESIGN-ASSOCIATES, uc performance of the entire system.. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, 29'-44 1„ -10'-4" 3'_8 " 10'-54 KEHL DESIGN ASSOCIATES, OC TES UL residential & commercial design • consulting A B 102 17 26'-41 14" 13 „ PO.Box 1675 phone: 1631;433-9084 _7" 12'-4" 10'-4" 8 ' 3'-8 4 10'-4" Southold,New York 11971 E-Mail: ssbn654@optonline.net Provide Handrail as er the 28"x 48" 24"x 42" 7 2020 Building Code (2)2x6 ACO of New York State 4x4 ACO Post Mla Girder Kehl Design Associates,LLC®formerly D A K Associates,LLC 5'-94" 8'-14" Attached to 8° Provide Handrail 1 1^ ,xa — as per the OWi�N RSHIP/& USEr OF/DOCUME 15: J 3 Conc. Filled Sono 0 0 2020 Building Code '2 B TH Tube Min. 3'-0" Belo v (, N V a N —of New York State Final Grade O 2'-31" 104" I M These drawings and specifications including the N ------ ideas, design and arrangements represented ---------- therein, are the property of KEHL DESIGN 0 2,_04„ �, ------------------ -- - --ox6eA�m� ----� P P Y Crawl 1„ I :x Existing I ASSOCIATES, LLC. No part thereof shall be Space 32 ^� 3'— 2'-104 �� a" CMU. I ------------- ------- I copied, disclosed to others or used in connection NO N Foundation F --------------- Access 31" I i I Existin `� with any work or project other than for which ------------ BEDROOM 2 N � g 4" 4" O _ I I CL cv ___ J 16'x8' Conc. Ftg. they have been prepared without written consent. N r I Min. 3'-0" Below Existing Existing I Final Grade. 2" P.C. Slab 2" P.C, Slab r 3 1 16"x8' Conc. Ftg. I Min. 3'-8' Below 2468 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH F_--1 Existing EXISTING REV. x 1" L 3 „ 0) `la THE 2020 BUILDING CODE OF NEW YORK STATE 1 CraJI MIS I I Final Grade �o -102 I o I I Spade CRAWL SPACE "� I 10 I � r Acceps I I „ 03-01-23 cli -3g _38 _38 -3 8" cMu. 03-05-23_ a ALL HEADERS ARE TO BE I I '" � 1 I Foundation 03-13-23 (2)1 a"X 14Existin — ' LVL UNLESS 16"xB" Conc. Ftg. � ( I 2668 OTHERIMSE NOTED Min. 3'-0" Below I 1 F r— o 7 — —I o ——„� I I `I� 3_ 3Z O � I g _4 T Existing N —4'( Existing o —4 r Existing I O N ROOM x i __(3�—_ — tit 1 u (3)2x8 Girder I (3)2x8 Girder E I I N_ 3 2x8_Glyder Q Utlllt 2" 1" MIS Final Grade. I 3)2x8stGirder SITTING NOTE: PROVIDE FIRE BREAKS 3 —6„ I I �I ICI I o I KITCHEN AREA AS PER I I L-_J00 __J Ta L__J Existing 00 THE 2020 I 4„ �N Existing 1— 00 8%16" CMU. 01co rIN —J 2' 8'x16' CMU. 2' x �-2 Block Piers N BUILDING CODE OF f ---- Block Piers00 on NEW YORK STATE I I on 00 v 2'x2'x1' Con. I I w 2'x2'x1' Con. N Footing -6" 3„ N I Existing I Footing N w I I N N 16 -114 I 1 Utility I Existing Existing Room 4" PC. Slab I I 1— I Foundation 8" CMU. ' 28"x 48" CA SCREEN ° I Existing Existing Existing I rp SIN 58"x 48" L——J I g 2" P.C. Slab 2" P.C. Slab s �a DOOR � r%xa 8" CMU. I 00 00 I I Foundation I I L——— stin O N N O 16"x8 xlColnc. Ft, I I I L-3'-0" Below I ----------------------- SCREENED PORCH Find I Grade. d �� I r—————————————————— ----------------------------------J WORK NOTES: 2668 I I EXISTING I I SCREENo 4" 4" CRAWL SPACEDOOR I I CD I Existing I I 2" P.C. Slab 4' 14" _22„ 1,_9„ ,_71' _9 I L �_3'-6" 26'-41 ( 92I Existing --_--_-- 16"x8" Co -------------J Conic. Ftg. WA TER VIEW Min, 3'-0" Below Final Grade. A B 26'-41" EXISTING FLOOR PLAN UNIT 106 4'-5- 12 -11� 13'-44" " —7" 12'-4" 3'—10' 2 6'—44' SCALE: 1//4"= 1'-0" 10'-24" 1" 1" 10'-4" 30'-21" 02 10 EXISTING FOUNDATION PLAN Acceptance of these drawings does not authorize the right to SCALE: 1/4"= 1'-0" build withoutthe authorization of local governing agencies, such Remove in, °� NO WORK REQUIRED. cs Suffolk County Dept.of Health Services, Town Building 244DH2840 wind nd Install USE EXISTING FOUNDATION Departments, DEC, FEMA, etc. Verify all conditions, codes, and 3868 1Door requirements with such agencies prior to construction. (2)1/X 74 LVL Hdr. 25'-94" PROIJECT: DO Crawl Q SILVER" Space III �Nxa MNld =' �o � Access o O UBEDROOM U COMBO MOTEL ETO o m DGR °'SITTING i AREA J 1100 SILVERMER E ROAD V N 'ILO " N GREENPORT, NY 11944 2668 -a00 CABIN 106Utlllt —KII 3z"Room SCTM # 1000-47-02-14 ALL COMBINATION SMOKE DETECTORS DRAWING TITLE:AND CARBON MONOXIDE DETECTORS N LID 1„ I 00 �I� ARE TO BE CONNECTED WITH A CENTRAL PLANS _2 „ N I 3� BATH MONITORING STATION AND TO BE CABIN 106 `° ROOM I FIRE XT MONITORED CONSTANTLY AS PER THE N 2 sa 16'-114" 2020 BUILDING CODE OE NEW YORK STATE AS NOTED 244DH 40 DOOR °N 244FX5040 v o t\ NOTES: N -1 1$ k '-8g" '-74" I7'-CO�' i� THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE o ° + +R o_ DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE •I _ SCREENED PORCH p I ALL INTERIOR FINISHES AR T COMPLY PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL E 0 G0 L FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WI TH THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR x N AND OR ADDITIONS BASED 2020 BUILDING CODE OF NEW Y O R K STATE FORIMALLYEACKNOWLEDGEED ASS REVISION TO THESE PLANS. UPON COMMENTS NOT 2868 SCREEN R D SEAL: DATE: DO A SEPTEMBER, 09 2022 16 T — FIRE EXTINGUISHER PROJECT No: 13° �i'- 1' CLASS ABC, 5LB, 2A: 10B: C -- 1135-2022 10 4 AS PER TABLE 906.3(1 ) FIRE �p��. I _\�� DRAWN BY: 12'-112 13 —44" EXTINGUISHERS FOR CLASS A ° `T"CJ. c \ �HEBY.BDK 26'-44" FIRE HAZARDS BASED ON, '� r ,-f LIGHT, (LOW), HAZARD OCCUPANCY WATER VIEW )- ,- �HEET NUMBER: FLOOR PLAN- -.� .� >�� Al 01 SCALE: 1/4"= 1'-O" u0L3 NUMBER: of EXISTING FILL—IN AREA © KEH�DESIGN"ASSOMTES,ILC EXISTING EXTERIOR CONSTRUCTION TO REMAIN 1 J K H DTVT( N ASSOCIATES, residential & ccommmercial design . consulting Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Ex. 2x4 Trusses - 24"oc. PO.Box 1675 phone: (631)433-9084 4" cox Root sheathing Existing Root system Soufhold,New York 11971 E-Mail: ssbn654@optoniine.net Lt rGAFrchitectural Roof Shingles 12 ,, ., `V' Kehl Design Associates,LLC®formerly D A K Associates,LLC Insulation Baffles ;,;:;_: ;..,,. OWNERSHIP & USE OF DOCUMENTS: R-49 J IIIIII These drawings andspecifications includingthe Shield Iceand Waterer Shieldld 0 Vented Son 0 ffit Provide Simpson Hurricane Tydown ___ I ideas, design and arrangements represented (2)2z4 Top Plate lx6 Azek Fasciae F therein, are the property of KEHL DESIGN I I ASSOCIATES, LLC. No part thereof shall be Blue Skin House Wrap or Equal® 71m- copied, disclosed to others or used in connection 4" Exterior Sheathing I I Screen Panel IL 1 with any work or project other than for which I I LI IIIIII L II LI I�f� ( they have been prepared without written consent. —R-15 Insulation O ' BATH 2x4 Stud's 16"oc' Cedar Siding® I I Type "X" Fire-rated Sheetrock®20 Shoe I I EAST ELEVATION REV. I I 03-01-23 2z8 Box Beam 4" Sub4loor Sheathing I Ll a"x4 Fir Flooring 03-05-23 9 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remoln Ex.2x6 Floor Joists 16"oc. SCALE: 1/4" 1'-0" = 03-13-23 R-30 Insulation Existing (3 Girder =2" P.C. Slab —� Spray Foam Box Beam 8".1616" CMU. 8" CMu. Block Piers To Remain Foundation Existing on 2" P.C. Slab 2'x2'x1'in Con 11 Ftg 16"x8" Conc. Ftg. Min. 3 Cone,'-0" Below Min. 3'-0" Below Min. Final Grade. Final Grade. I I I I I�I I I I I I IJ L�J I I I I I I I I I I I I I —17 -104,. 5 -84" I III IIIIII I III I I _ I 23'-7" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE IL II I I III a {::;::.;: ::'. I I I LLL CROSS SECTION A _ : �I L WORK NOTES: ALL HEADERS ARE TO BE l I L SCALE: 1/4"= 1'-0" O (2)1 a"X 74" LVL UNLESS 1U 11 L1 lu OTHERWISE NOTED NOTE: PROVIDE FIRE BREAKS AS PER 9 THE 2020 BUILDING CODE NEW PORK STATOF E WEST ELEVATION_ SCALE: 1/4"= 1'-0" LL ll ' NOTES: EXISTING EXTERIOR CONSTRUCTION TO REMAIN ® Provide Insulation Baffles as required at Soffit ' � acceptance of these drawings does not authorize the right to q build withoutthe authorization of local governing agencies, such Locations to Provide for proper attic ventilation LLL1 LLas Suffolk County Dept.of Health Services, Town Building Provide R-49 Insulation in all Flat Ceilings as per ' De artments, DEC, FEMA, etc. Verif all conditions, codes, and Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold 2018 IECC International Energy Conservation Coode -IL WI 11 p y requirements with such agencies prior to construction. Ex. 2x4 Trusses - 24"oc. 0 Ice and Water Shield to be used Beneath any damaged roof II I III W 4 1 a " CDX Roof Sheathing Existing Roof System shingles or areas of repair on the roof a ® Provide Simpson Tydown or Hurricane Strapping to the rafters PROJECT: GAF Architectural Roof Shingles at all locations of the Interior that are Exposed during th 1 - 12 removal of mold or deteriorated interior surfaces. J111 5F— - m Provide 1x6 Azek or Equal to all locations of the fascias tha t II II SILVER nsulati�n Baffles(l) are repaired due to Mold or Deterioration. R-45 Insulation m 2X6 16 oc. Ceilin Jois Ice and Water Shield m ® Blue Skin House Wrap or Equal to be Used Under Siding for AllMOTEL Vented Soffit 2x8 Beneath Existing 2x4 Rafters Locations Repaired NORTH ELEVATION Provide Simpson Hurricane Tydown® r--- (2)2z4 Top Plate lx6 Azek Fasciae I I Blue Skin House Wrap or Equal® an CD Remove and Replace Insulation that shows signs of moldt y g q Exterior Sheathing o o i i Screen Panel or deterioration with R-15 Insulation SCALE: 1/4'= 1'-0" I I I �, ® Remove and Replace any Siding that shows signs of deterioration1100 SILVERMERE ROAD R-15 Insulation m ' BATH I l with New Cedar Wooden Shingles 2x4 Slad's 16°aa. I � GREENPORT, NY 11944 Cedar Siding® I I ® Remove and Replace any Sheetrock that shows signs of moldt 2x4 Shoe Type "X" Fire-rated Sheetrock® I I or deterioration with New '8" Type "X" Fire-rated Sheetrock CABIN 106 I I 2z8 Box Beam 4" Subfloorl Sheathing I "x4 Fir Flooring SCTM # 1000-47-02-14 2x6 Sill Existing 2X8 16"oc. Floor Joists t emoi x.2x6 Floor Joists 16"— . ILL 'DRAWING 1I1LL: Anchor Bolts ( 2x8 Girder Existing R-30 Insulation " P I Spray Foam Box Beam 8"x16" CMU D. 1 LANS Block Piers To Remain I CABIN 106 on 1 I I 8" CMu. Existing 2'x2'x1' Con. Foundation 2" P.C. Slab Footin "1'rR, 6 16"x8" Conc. Ftg. t"T t AS NOTED 8" o tg z... Below Min. 3'-0" Below Final Grade. �? {° Wit: <' Final Grade. `ALL COMBINATION SMOKE DETECDETECTORS �; ; °.. 1 AND CARBON MONOXIDE DETECTORS ; t#:{r r;v ILA ICI I NOTES: ARE ARE TO BE CONNECTED WITH A C E NI TR A L J L I I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 17'-104 �5'-10" MONITORING STATION AND TO B3 E ::a. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 23'-8 MONITORED CONSTANTLY A S PER THE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 4" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2020 BUILDING CODE OF NEW YORK `STATE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR �� I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. k CROSS SECTION :SEAIL: DATE: i SEPTEMBER, 09 2022 SCALE: 1/4"=r-o" ALL INTERIOR FINISHES ARE TO COWPLY ;SOUTH ELEVATION PROJECT NO: WITH THE 02 1135-2022 2020 BUILDING CODE OF NEW YORK `STATE SCALE: 1/4"= 1'-0" DRAWN BY: BDK ��A 3• C�r��� ;, CHECKED BY: °f:%'SSE �+ iEE,} NUMBER: Al ®ice DOB NUMBER: Uir t© KEWESIGN•ASSOMTES,ac 17-V 9 Z M DESIGN ASSOCIATES,ur PO,law 1675 pens.(63114M-M E-Mai:sibn65410optorine.hat SHOWER CONSTRUCTION TO Thes.0 drawings and specifications Including the Ide, 6 Design o,and orr-gernent.represented 'g CONSIST OF 4X4 therein, re the property of KEHL DESIGN TE Concrete ASSOCIATES,LLC'No part the shall o be J— Exterior S10 ACID POSTS WITH 2X4 copied.disclosed to othw,o,. in connection b w ith HORIZONTAL SUPPORTS With any work or project other thon for which Shower Drain to WITH 1X6 VERTICAL SIDING theyho,e been prepared without written consent. Draywell 1: r, Mi E 1\1 T REV. Remove ng 03-01-23 in 244DH2840 Zin d, 'to 1H 03-05-23 d Install-on';Wn Of'o E 0—13-23 2'8 6�8D (2)13/a`X 74" LVL Hdr. 06- 0-23 2 DO Crcwl Space 71� -T, Access U N IIO r 10 0 -6 WORK NOTES Q U D E;0O R V) BEDROOM C BID I I I I'D 7 0 x 3 0) C4 X3:/ 17 0 1 SITTING 2 M RidQe AREA ju.! 21 ?N_3 > —KN (N —IN U.) _T _x I I-6 -3 0 0 co U t I I t +11 Room L DO x 4 Ameptance of these drawings does not oiftri2e the rich to ED build vithoutthe mtharintion of load qo�irq o"Kin.such 10C, ;-It as Suffolk Carty Dept.of Health Services,Toern Building Departments,DEC.F[Mk etc,Verily of000ditions,codes,and Z , zz—,c,— requirements with such ogendes prior to construction. 2 ..Q0 4 BATH I FIRE PROJECT: ROOM EXT L 9 1— L L SILVER SANDS 2M8 0 DOOR —KN 244DH 40 244FX5040 MOTEL 1100 SILVERMERE ROAD 0 GREENPORT,NY 119" 1 ory. CABIN 106 SCREENED PORCH SCTM#1000-47-02-14 xJ DPAWING TITLE: CABIN 106 2868 EXTERIOR SHOWER SCREE MODIFICATION \v OF NEjj;:��' DOORN 1�4 0 TI(SI? ME IX WSMOT OF THE Ma AMD ARE M MWERTY IF H JV7 toO V D(OWOMW*M SEAL 6 AMAD 1113170.110INGEM01TS will BE ELIWOR(a AND OR ADEITIONS BASED"COININI'S fell OoMNUy AS RMON 10 HSE PLANS DATE.SEPTEMBER,09 2022 11.UT IN.: WATER VIEW 4 DRAWN BY!35-2022 \ 8DK Is10�0­ CHECKED BY: NUMB K: FLOOR PLAN HLLI Al L 01 SCALE: 1/40= V-0" DO NUMULN: I U�