Loading...
HomeMy WebLinkAbout49083-Z i �o�apF SOUlyol° Town of Southold * * P.O. Box 1179 53095 Main Rd UNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46783 Date: 01/15/2026 THIS CERTIFIES that the building AS BUILT T 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. 49083 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#101 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: j 49083 06/20/2023 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 06/27/2023 utho 'z d Si ature j I I Hit( TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy . o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49083 Date: 4/3/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19216 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #101 i At premises located at: jgDp 441 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-14 6-j7-45- j\W 4-7-a -/ fi• j 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 $845.60 CO-COMMERCIAL $50.00 Total: $895.60 Building Inspector pF SOUT��I � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 �Q �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1100 Silvermere Rd #101 city:Greenport st: NY zip: 11944 Building Permit#: 49083 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 9 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 6 Smoke Detectors Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Panel 20 Circuit/ 10 Used Notes: Cottage 101 Inspector Signature: _ Date: June 20, 2023 S. Devlin-Cent Electrical Compliance Form so Town Hall Annex Tzlephofte(631)765-1802 54375 Main Road Pax(631)765-9502 P.U.Box 1179 • Southold,NY 11971-0959 nt BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 2 7 2023 G DEPT, CERTIFICATION T'f Date: Building Permit No. Owner. 5Aytf CVY-15 A vW'-�o LLL (Please print) v Plumberq- xC�-D2n�d� tUySy'tkko (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. #umbers-Signature) Sworn to before me this day of_ SUY)C, 20 PAUL C CAPERNA NOTARY PUBLIC..STATE OF NEW YORK Registration No.0ICA6151160 Qualified in Suffolk County County lCommission Expires August 14,20W I Notary Public, �aOF so(/l�o t # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 ' INSPECTION f� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ll`�ILECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS <f ww�- � 166 ,/ 4-1 DATE INSPECTOR �o�aOE SOUTHp� TOWN OF SOUTHOLD BUILDING DEPT. courme 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 46 UV1`l C, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE_RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ampc D--- �! a Prt.. DATE '2 INSPECTOR OF SOUJyO� ff aa S4vatT�ele* .TOWN OF SOUTHOLD JaLaDING 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1 [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE . ? INSPECTOR n a 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 a 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 S 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 Lighting_ 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 PEE OF d- I O FO /4*O 057O9y ADO-1ESs1014 3 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 e 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: I - 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. S OF FW Y Nicholas J. Mazzaferro, P.E. 0 z �F`O �0 05-1 �RDFESSIOWP 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 65,183.39 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 62,648.00 1,409,752.00 37 33 1000-047-02-14 N. J. MAZZAFERR P.E. MAY 2 2 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 s 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—4-9043—Cottage 101 LqaV_� 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. OF r0 3• A 'A�r Nicholas J. Mazzaferro, P.E. �2 No 0570 ��•=(u A�OFESSI ONP\'`c• 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 1 ' Re: Silver Sands Holdings I, LLC 1100 Silvermere Road MAY 2 2 2023 Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14Y Building Permit Number—49043—Cottage 101 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 incompliance 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 and applicable codes of the IRC,NYS and Southold Town Building Codes. E of Fw y Nicholas J.Mazzaferro, P.E. o U 4rO 05709� A;�OFESSIONP� 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 - `` ' r' Re: Silver Sands Holdings I, LLC 1100 Silvermere Road -' MAY 2 2 2023 Greenport,N.Y. 11944 R^ �� . '.•T'r District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49043—Cottage 101 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, be-.f and professional judgment, construction as installed complies with the plans and PtE OF Ew y applicable Codes of NYS and Southold Town Building Codes. Nicholas J. Mazzaferro, P.E. NO 05109y AA NO �. December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 47770248 Fax: (631) 477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 13000470j,00`2000 i 5000, 1000047000200014000, 000047000,200013000, 10000A.7 00020001200.-,, ,i,,^00.s70002 0"09000 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 PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERKL%' SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant 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. C zLii re,Gl eAw Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i 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 i FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) O Wy -------------------------------------- FOUNDATION (2ND) ,t � o ® ROUGH FRAMING& V' PLUMBING S J INSULATION PER N.Y. y STATE ENERGY CODE J ��n�_ off• �vorri �. � s FINAL (� -O ADDITIONAL COMMENTS D b S 23 Ve o 20 - ceK , i im zll�— -- .3 e:r z x r� H x d m b y �t�S�FFOI �O TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 oy • Telephone (631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �O\I nil "n PERMIT NO. Building Inspector: a w«- - Applications afidlbrms,must be'filled out irntheir-entirety Incomplete "applications wlll,not,t a accepted. Where the Applicant is not the owner,an Owner's;Authorfzation form,(Page 2)shall'be:completed Date:October 5, 2022 OWNERS)OF PROPERTY:,, Name:.SILVER SANDS HOLDING _. ._ . . .. . S I LLC SCTM#1000 --- N7. Project Address:14% Silvermere Road, Units 101, Greeriport, NY 11944 Phone#: 17-318-0027 Fa iiI 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. - CONDO.N ENGINEERING Mailing Address:1755 SIGSBEE ROAD,_MATTITUCK NY 11952 Phone#.631-298-1„896 Email Condoneng@pptonline.net CONTRACTOR`INFORMATION: Name.HIGHLAND PEAK GROUP, LLC, Mailing Address:19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11.971 Phone#: Email ALEX SILVERSANDS-MOTEL COM 91.7-318-0027 ._ :DESCRIPTION;OF PROPOSED CCINSTRUCTION DES , ❑New Structure ❑Addition BAlteration RRepair ❑Demolition Estimated Cost of Project: Other See Attached. $404,490.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo ' 1 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 BNo IF YES, PROVIDE A COPY. 8 Check Box After'R'eading:':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.Departmont.for,,the issuance ofa<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 codstructiori of buildings, addklons,`alterations'or for"removal ordemolition as herein described The"applicant agrees to`comply with all applicable laws;ordinances;,building code,;, 'housing,code andlid'&1ations and-to admit authorised inspectors on premises and in building(s)for necessary inspections.False statements made herein are ,punishableas a Class A'misdemearior pursuant to Section 210AS ofYFie Ngw,York State Penal Law: Application Submitted By(pri ame): *uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RI CHARD W. VAN DEN BU RG H 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 2022 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. M t 01 s I I- -- Owner's Signatur Date ALEX PERROS � CONNIE D.BUNCH Print Owner's Name �/, Notary Public,State of New York TJ 5' No.01BU6185050 Qualified in Suffolk County 2 Commission Expires April 14,2 D—&14 � raxr+e*uaen� , � emievwr!ururc .�rcv�ttue�at'vuars�mmra -sr vnerar.� Lm � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ' ? s PERMIT NO.10380 DATE: MAY 17,2023 ISSUED TO: SILVER SANDS HOLDINGS I.LLC PROPERTY ADDRESS: 1100 SILVERMERE ROAD 1GREENPORT SCTM#100047-2-14 AUTHORIZATION = Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17,2023,and in - t consideration of application fee in the sum of$500.00 paid by Silver Sands Holdings 1,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following:Wetland Permit for the two existing bayside cottages—westerly cottage 102: 444sq.ft cottage with a 67.lsq.ft.roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.%concrete pad with metal cover,and an as-built 24sq.ft.outdoor shower with drain to drywell;easterly;cottage 101:"437sq.ft.cottage with a 63.2sq.ft.roofed I 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 jurisdiction -the existing first southerly cottage 105: 555sq.ft.cottage with an 80sq.ft. roofed over porch,a 9sq.ft , a concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.fL 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.fL outdoor shower with drain to drywell; second existing north easterly cottage 107:550sq.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 20sq.ft.outdoor shower y with drain to drywell; existing 315sq.fL northerly garage with 9sq.ft.concrete pad for HVAC unit; existing shed to be removed; existing northerly cottage 108: 730sq.fL cottage with 9'sq.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 (11,100sq.ft.) of sand walk path set back IS'at closest point to tidal wetlands line; existing sand to remain; install f95 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 8,597sq.ft.Non-Turf Buffer area landward of the Non-Disturbance r 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 frst north easterly cottage(#106),install one 10'diameter by 3'deep drywell with 105 linear feet of drain 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 L4:08,14.09,L4.10 A &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 axed,and j) these presents to be-subscribed by a majority of the said Board as of the day and year first above written. 4.. SCTM NO. 1000-47-2-14 _ PURON-AREDISUBANEA 'OF NON-0IS,UflBANCE; 1 HOLLANDERI J 9B4 SF s c a Lavd pe Archi,cete _ YELLOW AREA IS AREA ��. ... OF WETLAND; ----- - - Jf \5.142 BF _- . PURPLE AREA IS AREA OF NON-DISTURBANCE: Z082 SF GREEN HAN- TCH'S R EA / A OFNOTURF; - 127885BF \ PURPLE A A IS AREA OF NON-DISTURBANCE: / 2S16 SF � • LO N1• OSH '77 ; _ MATCHUNETO LOT t - 1 SECTION, z j N•ATCHUNE TO LOT to �I I 1 "o • LOT to BEGfION2. ^ O �„ I s wims REFER TO SHEEP L<.10 Il:" .!J/ a wammcsu¢uzvn APPROVED BY � l � 1W SETBACK OF DEC _ _ a Itnrr•.t sAle�iw FRESHWATER WETANO -uB -�, s'. .F. : I w BOARD OF IRUSTEES L!AY 1 2 2023 - 1 TOWN OF SOUTHOLD RELEASES { DATE Southold Town I. TP MAY 171 ZOZL3 Board of Trustees RANi1NG NOTES: �s,. 1 �•J .:.' MATCHLINE 70 LOT 14. \.. SECTION2 ® NOTE:TIIe reuaaEvneM pleNmg areasIwe w.�r.a -+Merrar.u'emm..b �'H'�• IYfl—IIdean Sandelaneguha'a4a �cm.s.mmv..•rabp.ue rib Mabhm a-- • MATt]SECT7 NLOT I4 + - sKjlaN Wger gr xaarv,g N a°�•vo., o - __:�.�� SUCTION 3 em size twn mat -rv=vaMpb•Pm�tr�b�-a.M w _ 3 -I, ne,manyw'mm d,e tmms,amed pvNansa t I I_a,T O tteeabnrigl c tI TOTAL AREAS: r'e'4'4'�°'�nw-anvw•�s'o .-r�rm NOTE:Ee9pg nalNe San-ro'eraln vegeanm �/�•�• a•->-r��.�brapb"-+ — -. •+ .'• - DAREA5.142SF FM�PeS¢rved Menb Wamn-viwe e 1M .,I:.. wETLAN - I Y • ._. : .: 'I _ - NON-DISTURBANCEAREA:5=SF �HOTE:Mea"baa,,�ybees are Iv ren,aln e env- --wk.iva,e..m.°ea.reem.r.a.,rub�w.+n NON-TURFAREA:12.T88.S BF am ba p—rvad.Any Cglwg vra add,rees I..Irw pvby++µ FDMlRAJ6 HOl1MIDER i ..� wnHnT—IeeluM1SGxfiv WrWu' i•�+ wa•d•+c rb.%v�r...re brss•e�n9me®ten vr.. IAN0.5C/.PEARtlH mCr DESIGN,P.L. approval trvrr,TruMeesla rerna32,. v��.amJiee.e•.wn wv.D.+n.rmw�vq ... �J nmWrbetma•tl•m4b:dp•ea-JrdH•d Q�Jrsr.l�us{.sae�mo.am�00rr-•-eam�ptinddF Silver Sands-Plantl Schedub LA.¢6 •-+1-a�a.emrn."e•reaP•rraaeFmmr. U O BOTANCAL OM NAM NAME CMDN E sI2E CD.—ONb+"•xe'�����9�1e-p •l l,� � Y � Tr �edvarA✓apww�:vem.e.,sdlar��•1•e,vr�c! SILVER SANDS _ LOT 14-SECTION 3, Mf 1 Aar— S. .¢ 56Ca' 868 e�errn^•^�+.sm�•� ��mnn�.me t. - REFERTOSHEETL�.n 1 �I maa cn� Amami v,:sLa Beeee„ "o; r ;,�,�v HOLDINGS I,LLC ,BPSETBACKOFDEC 2 I OBE 1 Ouen:us lrasb Swam NTite Oak 56 Ca1 B&B rwnrarea-a.na n-pbbav--eer-bavv TIDAL WETLAND r+da sr��a..aronF.eP-ede.:ovn®.:eo.envme� I � .. � ,. Smub m.rgeaae. O-r e-w ==•am�e�¢..e_...vw,.. Fa „ Feta '.Wit D.a1F 182r Taa,r G11 Can p�•v�w„a O HI }6'TO BaB B HarnamNb vemae3 Oz M r<..'p".as.e.eeie-�wrM�ir..s�grwall�rr.ae •• I - Itpalms,L.�+.+mf.xm.edm�u-.ws.�aaecw�w ba -I' - M ,9 TarmM Pa��ck a5'Ta1 B&B a bs••b �r�A•vw 1400 SYLVERMERE ROAD 1 - to a lsucpmxmaam coals natae taw 5Gal can ` 1�amv,msaer aarw.-e0°'a, -9i1J"-aAPe1'"M a'� GREENPORT NY —X Tee NM 5 Mma Narnw 3130' T.Ta Lmt ew�aam-se rose 52 M rca s hanica Can L S eay.sr.a ar..:n e.a. bverau...rr.wAap.me.emmert¢ MI ]2 M S A'aKe 42-48'TBA Ldd LNtllp=de®�6bnMlr0.-•danpst®4-• '�� \ \v- \ _ Ls s M xar. as•T,a canr{ar..mee....ea.�.eobaen.r�Ne Hs-..,{ao.. PLANTING PLAN& PE E Pieps+Brpvwefs B® B-paY Pars ta]P SGaI Cal R. i1 wN,a,n a�an,aneeaa Mari D�ad.e¢RRwan.a VTar CM! "•`'• •pbb0'".r SCHEDULE-TAX LOT w .b Pdee.r a unt 2 vaaNAn L,anerpalanLiLIeSY DapNeaeM¢aaan sa•Ter can �Iw�a.n•ra.m++�,r+,e.q+.be+.:rb..mrba.an 1000�7-2-14 Vdvaan enFnl rpmersosan wrest' DamleBe VdunMn 6T Tal B4B t„em�ro.mwwimmunexw.bla®•m�...eP�a •. II Perembb 6 Annwb wene•wn•are.-n•rpermHe)wmb.e:-acw, GREEN OF NO IS TU e�p-namwuvaF+b•v..aNmr.ros...a.m.a.ebw.:dn - ` \ AREA OF NON-TURF - - - r9 E�.'r_-dvmmlioseimi Bamral ,Gal Lvn n,.Sm Nlaa avwa.em..bmesse.n.emmeoPH N -. IMR Irr® � as na S sea,Me eem.,mp sP, can �-mxCD -•� \ �` PURPLE IS AREA OF Greer Fasv°b^ .s•.r..••arar•m+^vrs..e.awrbbn•¢va w—}-E - \\\ E'er NON4]ISTURBANCE atl 1.3 A.—.-- fa - BeaM Gass BR Cap a -"� \ '. �.•,. M ,Ea OsmuWacbaem¢mae Ceviamm Fan 'Gal Loa L-4.08 . Glenn Goldsmith, President ®f S 0 Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoskii Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 " — .)1 IT El'Z:a\?thiPe1-1�p,�s Fax (631) 765-6641 10OWN t. J A N 1 3 2026' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2313 Q Date: September 29, 2025 THIS CERTIFIES that the two existing b"side 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 drain to dWyell-, easterli-cottag 10'1:! 437sq.ft. cottage with a 63.2sq.ft. roofed over porch, a 9sq.ft. concrete pad for HVAC unj1,Ll2sq.ft. concrete pad with metal cover, and an as built 20sq.ft. outdoor shower with drain to dDL)Vell; on the northerly side of the property within freshwater wetlands area of 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 d!ywell; 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 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 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.:emplace approximately 92 linear feet(±l,I 00sq.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 8,597sq.ft.Non-Turf Buffer area landward of the Non-Disturbance Buffer area; for the storm water management on the westerly(#102)and easterly(#10 1)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 dDmell with 105 linear feet of drain lines to dnnyell for the second(#107)and third(#108) north easterly cottage, and northerly garage install one 10 1 diameter by 4' deep dryyell 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 S ilvermere 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#103 80 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 ;--u cottage 102. 444sg ft cottage with a 67 1sg ft roofed over porch a 9sq ft. concrete pad for HVAC unit, a s 12sc.ft concrete pad with metal cover, and an as built 24sq ft outdoor shower with dram to dawell• easterly cottage 101. 437sq ft 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 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. 555sq ft cottage with an 80sq 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• existing north easterly cottage 106. 550sg ft cottage with an 80sg.ft. roofed over porch, a 9sq_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 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 20sg ft outdoor shower with drain to drywell• existing 315sg ft northerly garage with 9 q 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 do^Nell• tidal wetland jurisdiction area/ground disturbance total area 10 200sq ft glace 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(40sg.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 f102 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 drywell for the second(#107)and third(#108) north easterly cottage and northerly garage install one 10' diameter by 4' dew dD�well 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. The certificate is issued to SILVER SANDS HOLDINGS I, LLC owners of the aforesaid property. Authorized Signature NEW YORK STATE IDEPA,RTMENT OF ENVIRONMENTAL CONSERVATION DIvlglon of Gnvl►annumntol printlt4'R%)(on 1 SUNY K(I Stony Brook.50 Ciicle Road.Stony Brook,NY 11790 R(031)444-03.651 F:(631)444-Q360 wevay.�1;:!r„irtitiu w 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, OW�Z Kevin Kispert cc: BMHP Permit Administrator File r"r t NEW YORIt t�@t)iil`lllll1111 n� ��~=. �I�h(1n'iG;rn [tnvlrun111anlnl ` %ttnNurvnitan \ � 4 �,." gelv J /J- LAl BUILDING DEPARTMENT-Electrical Inspector TOWN OFSOUTHOLD ;Y Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 * '„°r Telephone (631) 765-1802 - FAX (631) 765-9502 Y `I rogerra-southoldtownnv.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: f- 7- Z 1, Company Name: GeIK- Electrician's Name: 4v (v i I ce, S License No.: t f 7,Zs.m F Elec. email: , / -,,s let le c-6r, 1, 14, Elec. Phone No: _Z3 G z SJ-' ®I request an email copy of Certificate df Compliance Elec. Address.: , o 3 ! I JOB SITE INFORMATION (All information Required) Name: S�vrs ��. J Jo��i� S ? L L G Address:I W J#jm .S / , r/.� 7z o : S� Cross Street: T- Zj Of V Phone No.: . 3) F-, D D 27 Unit Un)t j d j Bldg.Permit#: emai : Tax Mae District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �Cl v� � � Gl,a,,•f 7i -t-4, vv� J-rs f l'cx��-. � �1-r,�c� Gv►�-*-- Square Footage: Circle All That Apply: Is job ready for inspection?: YES R NO [7 Rough In Final Do you need a Temp Certificate?: ® YES ❑ NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: 610 A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect®Underground averhead #Underground Laterals 211 M2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Y �VFFQC r 4= � , BUILDING DEPARTMENT-Electrical Inspector ®„ TOWN OF SOUTHOLD o ®} Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 41, Telephone (631) 765-1802 �''` '` Temporary Certificate # / Date 2023 Customer Name 51 yer SaToLf &1((tnq Electrician Name 12 Address Phone 631 e-mail e-mail s CPn;ge4,2 e G� GL (TUb t Phone /7 -3 $` Q 0 ar7 License# q -7-Z 3 - 6 Size (0 A Phase % Overhead Underground #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 fore I ectrica I 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 verificatio s valid for 90 da s�om date abov Authorized by fT<; BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD .f Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11.971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaer[@southoldtownny.aov - seand@southoldtownny.gov �. APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /r'- 7. 2-Z, Company Name: ce KJ L 4-- Electrician's Name: �,: �V, S License No.: �f7,2,�,. /,q F Elec. email: , /&,s ley le-cl-t7 L.+ an, e Q' ,, Elec. Phone No: 3) _Z3 V t z Sac- E I request an email copy of Certificate df Compliance Elec. Address.: , o o 3 / JOB SITE INFORMATION (All Information Required) Name: ���C,- J� f-f' 100 in s L L G Address://Co S l, , r/� 7Z 0,9 Zf �- S �- Cross Street: -I-- j Phone No.: . 3) Bldg.Permit#: emai Tax Map District: 1060 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): S�VI L� f vv� rs fY Square Footage: Circle All That Apply: Is job ready for inspection?: YES R NO F�Rough In Final Do you need a Temp Certificate?: ® YES ❑ NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: ) 6 J A #Meters _ Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect Sunderground Overhead # Underground Laterals 211 M2 H Frame F1 Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION Vk-CZ,,- G Zt4IJ A--" L t`� J� �,J` �� A 7 5 (act G%-� aLi1� PERMIT N Address: Switches I,l Outlets I I I1 GFI's Surface I Sconces l� l HH's I UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon ` Micro Generator Combo I 7 t Cooktop Transfer M AC AH Hood Service Am'ps Have Used Special: � I�V �� 1 Comments 011 Jj" /(\j 1.6' O� 16.5' / 0 / I ' N I T r , o CONC. 2.2'-'- }' POOL I \ , Q-� / f 11.3 O COVER -W EQUIP y ,/ ui ^ vN LOSUNr I // 60. // I m Ea LLJ RO a ev z 16 EpGEOFWOOpS /o�P� /� I 10.3' a "' 14.3' I / IwoP I d13.2' N I 6.0' CONC. N I 20.1' ,/ 18.1' ' ' COVER M I f / P WOOD o Y PRo m -CSW DECK n15•g'' I p L_ WMR 30,6' _ 18.0' - lfij ,16.3'FRAME n I a Qy' 3.2' BUILDING 6.2' n 2.1� I n m 20.0' LLJ WOOD; N io DECK a O � I 0 19.1' .' 19.9' 9.0' .3 !� LO •RO I 3. ' CLF 9 C) 32.1_-- Y 12.8'. I � .z 18.4' a o I 29.7' !0 o f�- w CSW o FRAME _ 36.7' y� I m BUILDING v iL 5.8' o - 18.4' 18.229 o �O I N ni � N pn I 12.7'~ ( 12.5' a CF M WOOD DECK SCTM NO.1000-47-2-15 w SCTM NO.1000-47-2-14 - CONC. p COVER V) O O I � I ° O CONC C5w COV I Oj SCTM No.1000-47-2-13 I SCTM NO. 1000-47-2-1, 24.1' 3.6' I FRAME 30.4' E BUILDING N, I ee7� 24.0' S I S69008'29"W / ^' 8_8' L. FRAME � 10.9' m w. BUILDING 9 CH 5 FRAME � csw I I 29.15' (�i" 3.0' ' BUILDING i- 1 I S81021'16'/V m 24.0' I p 24.3' o 24.93' \ I \I I \\ CSW \ \1� w00pBUl.K1-IEAp / < l C.`N CON AW AU i \ I CONC.w Ig I \\ \\\ bp.2��„� 5 1� N88013'37"W \\ 7.23' 512°b71 29.30' \ 1 ob���� 564038'07"W \ 4g Via, 5bp059 26.48' Pp� A�1 yb"�N 5 b 41'' Sb5o22 s �$, �5 v z� ti 17nw 2 F 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 LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED (1)i UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ED SECTION 7 09 0 E ( ) 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 ADDITL�ONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,;Riverhead, New York 11q01 tel. 6311 7.2303 fax. 631.727.0144 a min®youngengineering.com I I / Howa Thom W. Young, Land Surveyor as G. YVoI er t, Professional Engineer r Lot I ) ' / Douglas E. Ad ms, Professional Engineer I r - - _ bebm rt 0. Tost, Architect CMf= RCF t Strski, Architect � cx � -- - � - - _ 70-- - CMF - - -_ SITE DATA L Lot 2 � I RCF �uMg S SCTM NO. 1000-47-2-8 = 9,055 5Q. FT. 0 1 ° �' S ! `'- np1. / r * SCTM NO. 1000-47-2-9 - - 10,351 SQ. FT. -1 now or formerly ! L '� I o L I! now or former) r / * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. 4- ) Dou9ias Dwyer& Eileen D er ° v o 3 a y r I L ; �`�' I L 4- ( � Thomas R, Shearin& / ! I / * SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. Lot 3 ! FRAME a ,� s ° Wanda Sue Shearin r * SCTM NO. 1000-47-2-12 = 22,339 S FT. / I I FRAME ( Q SHED * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. IPF I RCF SHEb, FRAME N89°53'40"JPF ) r p a N -'------- CMF 182.00' IPF W r * SCTM NO. 1000-47-2-14 _ - 70,070 SQ. FT. r - S860 15 00"E 123 MPF / * SCTM NO. :1000-47-2-15 = 88,340 SQ. FT. / I 77 I O I Ep6EO h T w0003 D� l Lot 4 1 Q r 4° o N W I L - - - I W o o D s LU ` / Edward Jur enow OP fortnerly 1 0 W W -- - ' & Tean J.c CO FRAME! FRAME 7.7' I SHED SCTM N0.1000-47-2-15 � j SCTM NO.1000-47-2-14 1 ^' Lot 5 o I S80055'00„EaC Dlv�'L - � - v1 - 174.98' L W O W Cb N O Q I CONC. ! L 1 COVER a 6.0, 7 M� SCTM NO.1000-47-2-8 i ' L O SFRTORME 4.3' 18.104 19,7, ]� f i Lot 6 I AGE a ti R2ME t DI OI MARSH Nt .' TNG DEPT. - h 1 ARAM S71ONE 16 VM OF;£ UC1wLD ' --- -y CONC. w N80°55'00 WD� qY °� o m COVER IQ 24.6' _ 187.21' o L II ! I CP STONE! TpNE CONC.O D� WAY .�y a F n�1.0' _ i pl I q h 18.0, `196 "•1.0' c q v OVER .Ni O I Lot 7 I 3.D' e N 6.1 O 6' 1�� M cow. - - _ PLANTER m SCTM NO.1000 47 2-9 >~ - OL L �' M o CSW 04' COVER ! W J CONC. ° d ! L _p O COVER\0 CONC. 18,1a COVER� ° It F-2 ° -�- - - SHEDE 2.8 O 1 CONC.. �, 5T O S41 CONC WALL N80°5 ' ,, CEDAR TREES O - o.� 0 I CONC.Q Q.O - 5 00 1N _w in It f 1 O Z Q O i COVER COOV�R 19 CMF s ��Oa�'st. �0.17' _146.77, O °, 3 IPF .� .b GQ�6 e j6'i' Ado v'� \ WDF � 'Y1��J` N 0 W Lot 8 I 2bti�� ,� - - _ �P y�° SCTM NO.1000-47-2-10 IPF ( �FtiOb ao�� tib. \�\o� '' tiff/ �S. � N80°5 147.59 sror WDF WOODS p) 5 00 1ti 3.6'E 0,.�/ c'' irnl 167.76, _ - I , Fs - - - - I IPF O> oO�Y es of 9 (°+)i- - �_ IPF I Vp�- L J LU 14.5 I-<9�p CMF �°/ / P��o 1 V)) F ` III ' O L ( j��eJS2b�60. / P�� 1.6'I hAV$ 39� IPF 0p"E I � ..�- I J Lot 9 I �'' pa �T\'y 16.5' STONE189.49' I O ° I / I 1 I �s/y i' ok� � 1.9= 12.3- �O N Q I e WAu STONE 149.66' WEF I �/ r�, '/ I 0 COC.11.3' OCOVER 2.2'S �1W O POOLi' '� M RO ° f U' j CSW - 1 ( N Z I 20.4' N WOF99.8']4.3'EQUIPM 1 I 0.81W 19.6 WO 0 Lot 10 op 1I 213.2' I I 18.5' c 43.3' 17.9' P OL 4- y�O�� �i' N j I ! i' N I CP J _ L r , CONC. N 6.0' COVER O wooD O 1 1 I w - CSW DECK �15.8' t 22.6' COMIC.�i - H a d __ _ 1 00 _ -- I CgVJEICO w _ SURVEYOR'S CERTIF CATION IPF O G o N ��N 36.3' C'D 16.3' 1 � 01 � j z � � _ FRAME N 6.2' N Q ^un9 4 9 - _ Lot 11 o e WMR _ 30.6' I8.0 v� ------ L6 BUILDING 2.1� j 12.5' I ' N 3.2 �001 O I I *WE HEREBY CERTIFY TO SILVER SANDS Ij DLDINGS 1, LLC THAT THIS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE - wECK a; N N a 7 �? iQN - - S Rq 0° DECK a I i m � Q PROFESSIONAL LAND SURVEYORS. ��E ,<:` >, LL► j 9p, 'o w w FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE OF TV- ]9.1' 19.9' _ .3 � '" �i � 3. ' W. ! 40 12.8' a'� SCTM NO.1000-47-2-11 I y 4, v I L Q OG ---- 29.7' v' I P ClF CEF Zw 18.�4N'N Lot 12 31E FRAM: 12.7W' 18m NN 2] ' 1 �► III r WC.v� Vl'� / 0��z� rl a ;o ° ST o FRAME � eL7D 2oI I 36.7' UILDING .4 O �54- 005.8' -o 5393 p 1aT 1 r ' i - CP - OM 18, WOOD DECK el i HOWARD W,YOUING,N. L.S.NO. 893 \ O LAND I ,a e CONC. I �= f L S� SCTM NO.1000-47-2-15 Uj SCTM NO. 1000-47-2-14 - co vER I r zo.a n I uLi 20,3' PRF Lot 13 p r U 4.0 0�� t°h I 1 ' IE= r E I .� ° o / T p I aCONC. COVER I0` SCTM NO,I000-47-2-13 SCTM N0. f000 47 2-12° _ SURVEY FO' o - L V) (1) O C5W 24T 3.6' I r .o FRAME '- ! 1 72.8' WOOD DECK -'- 26.0 o SILVER SANDS HOL INGS I, LLC o I • � �� - - '-: BUILDING'-, I o , �� N/ 76.7' 3.0'12.3' 15.8 - 15.6' _ ,__.--- -' 30.4' E 24.0' 1.5 I 569 08 29 W `°I I- r' 29.15' 1 h at Greenport, Town o Southold �!IiPP C5 W 10.9' co r F w FRAME rn FRAME m I ° " � 581 21 16 r�11 _ t gUIID 29 CH I BUILDING^? \ j 1 24 93' I �CONc.WALL 51,31' o Suffolk County, N I W York Lot 14_ _ - 3 0' OD 24.0 I I l 584011'16 w z A ' B o o 0 0 24.3' 11.0' i \� r 5.93' ,6 1 CERTIFIED S RVEY I I - wm Lo \ I CSW , �� WOODBUIKNEAD 1 2814 J� 1Qg• - \ aW - - _ Y - - \`\ I o,1\ I \I NTQ°134 07 1 Cj�2o5�j Za TIE LINE ALONG APPROXIMATE HIGH E 28 2' \\ I C W Aw W A� \\ / / ,50„!� WATER MARK AS LOCATED ON 10/29/2021 1000 7 2 8 � wDF j 1000 7 2 9 .6'W WOOD i I CON CO 1 1; ,� LEGEND 1000 P 7 2 10 \ A zLot 15 DECK N j `� 1 5�tt�1 0 1000 7 2 11 ! 27.9' .3 ( Z�' " c�T3 N88013'37"W z CIC =CAST IRON COVER 1000 7 2 12 \` 60' '1� 29.30 CE =CELLAR ENTRANCE 1000 7 2 13 Z + 3 \\ \\\ 7.23 ti 572 51 564°38'07"W CH =CHIMNEY 1000 7 2 14 0 CLF =CHAIN LINK FENCE County Tax Map District 1000 section 7 Block 2 Lot 15 OLDF \\ \� o�9'Ob 26.48' CMF =CONCRETE MONUMENT FOUND o /' o �\s� �3?$ 5b0 CMS =CONCRETE MONUMENT SET FIELD SURVEY COMPLETED OCT. 28,2021 00 L �� 5� CP =CONCRETE PAVEMENT MAP PREPARED NOV. 17,2021 50 5,Al� C.SW =CONCRETE SIDEWALK �� 31 y10°5 DI =DRAINAGE INLET Record of Revi ions REVISION `r�i EOP = EDGE OF PAVEMENT DATE / \ �1 fib` V v ZPF =IROON PIPE FOUND a Z� �0 wrF �oo �Pp �02 '[Q�� MPF =METAL POST FOUND o.6'E g�� �jb P b 3�` C)L =ON PROPERTY LINE '' ,,yJ 0 PRF =POST&RAIL FENCE Ooo�Po -Po ��� 2 RCF =REBAR&CAP FOUND "� RO =ROOF OVER c3c) \ ° WDF =WOOD FENCE WMR ; WATER METER c 0 r 5�9 W5F =WOOO STAKE FOUND° S79°51'17°W WSS = WOOD STAKE SET 40 0 20 40 80 120 0 25.99' = FIRE HYDRANT Scale: I" = 4 ' `sue UTILITY POLE END OF DIRECTION/DISTANCE JOB NO. 2021-0267 a DWG. 2021_0267 ,cs 1 OF 1 SILVER SANDS 1400 SILVERIVIERE 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-in porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: 40 490.00 28. % OF TH MBINED T UCTURES V TION WH H TOTALS $1 4 9,000.00)AS ETER IN BY CE IFIE VAL TIO OF NE MARK ALUA N A ADV ORY Michael A„ h imack ATTORNEY AT LA W P.O. Box 1047 Southold, N.Y.11971 -___-�--� Cell No. 51 6-658-6807 ----^ E-mail: n kimack2(a7 erizo� .net November 10, 2022 Michael Verity, Chief Building Inspector Southold "Down building Department 54375 Main Road, Southold. N.Y. 11971 Re: Silver Sands Holdings I , LLC 1400 Silvermere Road Greenport, N.Y. 11944 Dear Mr. Verity; The intent of this letter is to apprise you of the effort made by Silver Sands Holdings 1 LLC (IA.,C) to conform to all applicable codes as they may pertain to the rehabilitation, of the motel and cottages. I was engaged to address the rehabilitation plan and evaluate the components of the plan as to what jurisdictions apply, both Town and State, and w lich permits may be required to be in compliance. In that context. .1 prepared my Analysis ofthe Southold Codes along with discussions with Town individuals for input into their interpretation as to what permit(s) may bt needed. In addition. I also contacted DEC' to gain insight as to whether permit(s) are required. The culmination of my inquiry was compiled in a summary analysis submitted to the LLC January of this year. A copy of my Analysis is attachfd for your review. 1 simply wanted to emphasize that the LI•C has. from the beginning, been diligent in understanding their responsibility to abide by the Codes of the Town and State in the application ol'th<: rehabilitation plan. Sincerely yours, Michael A. Kimack 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 I 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,OAKDAL.E NY 11769 111-ION.E 563-5669, FAX 589-5273 August 30, 2022 PREMISE-: 1100 Silvermere Rd, Greenport 1311: 2000689,137 AKA #23 Silvertnere Rd-CA3000870911 DEAR CUSTOMEI:: ��1 Ai COD-0 — tLtl --0•Z - O[ 4 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 ol'December I, 2019. all Services are required to meet the attached specifications. Please review these carefirll} as all criteria must be met flor the field inspection to pass Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: Two 2" Domestic Tarp& Vaults @,9,820ea $19,640.00 One 6" Hydrant Line $16.200.00 Deposit $ 300.00 TOTAL DUE S36,140.00 2. Inspection request— Residential inspections must be scheduled two (2) weeks in advance, and are subject to the time eonsU'itinls of our workload. Please plan neordingly. 3. Please complete the enclosed Private Hydi-mit Application (gold paper) so your hydrant application may be considered. 4. Customer Service Line Measurement l"orm (Dorm #215) — 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 Certification — kfust be completed by whoever installs th.e service (either the owner or a licensed plumber is acceptable)once your service line is installed. 6. Address verification — Please provide documentation assigning the premise address aril the coordinating tax map number. 7. Private Hydrant Maintenance Agreement and Pee: This will be sent Under separate cover after YOU have had your hydrant inspected. Please contact Lisa Cetta at (631) 56 3-5672 to scliedule your hydrant inspection. "fhe fee wil I be$7250.00 per hydrant. Please mail all information to the above address. If ,you have any questions, please contact the New Service Department at (631) 218-1148 or via email nciveottstructionclet•Ics(cc7,sewa.coait OR Latosha at (631) 563-5641 or via email latosha.tnoseley-ortizn.sewa.coni APPLICATION FOR PRIVATE HYDRANT Application is made by: Alexander Perros Date: 9/6/2022 Company Name: Silver Sands Holdings I LLC Address: 1100 Silvermere Road, Greenport, NY 11944 Contact Person: Alexander Perros Contact Phone Number: 917 318-0027 Mailing Address(if different): 1400 Silvermere Road, Greenport, NY 11944 Application is made for the installation of private hydrant(s)to be fed by 'C7 inch tap(s). I understand that once the hydrant Fines are tapped, I will be billed quarterly(per tap)for fire protection per the current rate schedule. As of the date of this application,the current rate is$ 2- '9 -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: 1. 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: pp g Printed Name and Title: Alexander Perros, Manager Rov,101M IT CUSTOMERS SERAI!CEIINE 'MEASUREM.E.'NTS _� I THIS PURTION TQ7 BE.COI' KETED'BY APPLICANT-OR INSTALLER � NAME Silver Sands'Holdings L LLC/Alexander Perros l? TELEPHONE NOMBER ..917-318-0027 PREMIBESADDRESS 1100 Silvermere•Road„Greenppq;.NY,119,44 . r� MAILING ADDRESS 1400 Silvermere Road, Greenport AOCARO - GE&QEPAL,nhkl D f^iIAY��99�R' P,9AV SERME our T,i7LISE T6PdE SERVICE LINE Mt1ST BE: f MANHOLE ❑ .POLE [},, F..RONT' ❑ ; I_SOFT W COPPER AND/OR 2g0,PSI,PLASTIC: . HOUSE LEFT SIDE `2 COPPERINSTALLED TO PROPERTY LINE, ❑ SIDE,. ❑ 3 SERVICE,INSTALLED,WiTH MiNtMUM C'1�'COVER. `. GARAGE'•' (], =R(GHTSIDE'�' Lj 1 GARAGE [r 4 COMP.RESSION'FITTING ONLY,UNDERGROUND:; PORCH ❑ AS SHOWN [] + MARK ON CURB 5 INSPECTION BY S.C.WA BEFORE BACKF.ILLING;' HYDRANT [j EXISTING SERVICE ❑ OR STREET ❑ 5'BACKFlLL LVITFI CLEAN FILL,NO RUBBISH:TREES,ETC, 7 CUSTOMEWSHUT OFF-.VALVE,INSTALLED AT POINT-OF ENTRY. OTHER CATCH BASIN (� _ INSTALLED BY;, LICENSE HOU,E JELEPHONE ft:r �_ - _ DATE,_-_ _ I WILDING U w - a THIS PORTION TO BE COMPLETED:BY'S C W:A2: I �i BP OR CA.r !j STRWl NAME t' DATE RECEIVED: • STREET NAME .SERVICE DEPT. !I t 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 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION /-1 IV; General Notes: N T 'A 1 - GENERAL:. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications ifor wood construction latest edition. 1 - ALL WORK SHALL CONFORM TO THE [REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A UHL DESIGN ASSOCIATES, LLB 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. E3. LOCKED AREA. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO,Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE 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. phone: (631�433-9084 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. Southold,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 CONSTRUCTION OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATE 1=*-�NTI LATED SPACE, Kehl Design Associates,LLC a 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 (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS:I 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 of face plys across supports 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE 'WORK. 8. Design values: copied, disclosed to others or used in connection 6. 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. with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1,600,000 PSI they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI 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 02-27-23 p 8. ELECTRICAL WORK SHALL BE PERFORtMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1,900,000 PSI 03-05-23 Fv 285 PSI 03-13-23 Pill 9. THE CONTRACTOR SHALL DO ALL CUT-TING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKIN�', HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED 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. 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 i FIRE INSPECTION OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, NATER, OR ELECTRICAL SERVICES TO THE OWNER. REQUIRED BEFORE WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL i,,JOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. 0 P E N I N.ra 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 RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 1 .3. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT 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 DISCONNECTIONS, 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 ASCEI`,TAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE ]THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC 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 PR�.CTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. 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 THIIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY Additional TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTION DETAILS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. Certification 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION May Be Required. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH I DECAY TEMP. MENT REQUIRED_ HAZARDS CATEGORY RESIDENTIAL COMMERCIAL NEW YORK STATE 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 19F4/1998 C 4A 4A 2018 International Energy Conservation Code (ECC) TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS L., AND MINIMUM CONCENTRATED LIVE LOADS9 COMMERCIAL CONSTRUCTION DETAILS- All exterior lighting DESIGN CRITERIA SECTION C503 ALTERATIONS APTR D -S NOT installed, replaced or rVE A ALL CONSTRUCTION TO CONFORM TO) ASCE STANDARD PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED DATE: B.P., repaired Shall Conform LOADS h b pl m(psf) (Pounds) (SEI/ASCE 7-22) C503,1 General FEE: 1y: - to Chapter 172 USES(s) AND OCCUPANCY CLASSIFICATIOM(s) 9. Dining Rooms and Restaurants 100 Alterations to any building or structure shall comply with the requirements of this section r NOTIFY BUILDING DEPARTMENT AT of the Town Code USE OCCUPAINCY 10. Dwellings (see Residential) ACCESSIBILITY CONSTRUCTION D ETA I LS . C503 and the code of the new construction. Alterations shall be such that the existing765-1802 8 AM TO 4 PM FOR THE building or structure is not less conforming to the provisions of this code than the FOLLOWING INSPECTIONS: I I I I 1 1, FOUNDATION - TWO REQUIRED MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSION'S AND CONSTRUCTION existing building or structure was prior to the alteration, Alterations to an existing FOR POURED CONCRETE TYPE OF CONSTRUCTION (CHAPTER 6') ONE-AND-TWO FAMILY DWELLINGS TO CONFORM TO 2009 A117. 1 building, building system or portion thereof shall conform to the provisions of this code 2. ROUGH - FRAMING & PLUMBING as those provisions relate to new construction without requiring the unaltered portions of 3. INSULATION TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE i 10 the existing building or building system to comply with this code. Alterations shall not 4. FINAL - CONSTRUCTION MUST PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020) ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. BE COMPLETE FOR C.O. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I J K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDIITION OF THE INTERNATIONAL ENERGY ALL CONSTRUCTION SHALL MEET THE build withoutthe authorization of local governing agencies, such CONSERVATION CODE AND ASHRAE 90.1-2016 REQUIREMENTS OF THE CODES OF NEW as Suffolk Count Det. g of Health Services, Town Buildin HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS k 30 EXCEPTIONS: The following alterations need not comply with the requirements for new YORK STATE. NOT RESPONSIBLE FOR y p Departments, DEC, FEMA, etc. Verify all conditions, codes, and PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENIERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased.- DESIGN OR CONSTRUCTION ERRORS. requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK (NY)TABLE C402.1.3 of 1. Storm windows nclows installed over existing fenestration. COMPLY WITH ALL CODES OF PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONGOMPONENT MINIMUM REDUIREMENTS,R-VALUE METHOD 2. Surfaced applied window film installed on existing single pone fenestration WA=ASUVF WA=ftWW SLABO44DRUE OPAQUJE VERTM NEW YORK STATE & TOWN CODES THE VERTICAL DISTANCE FROM GRADE CLIMNIT IFICM ROM FLOM FFWfMMM PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA PUBLIC ROOMS' AND CORRIDORS SERVING THEM ZONE AnGSAIND WOOD FRAMED WALLS BELOW JOIST/ OPAOWE FD(ED OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the code does not AS REQUIRED AND CONDITIONS OF THE HIGHEST ROOF SURFACE 100 GRADE C UNHEATEDSLABS III --1 V-4,1" AS PER CHAPTER 5 OF THE 3 STORY OTHER AND OTHER FRAMING DOORS; FENESTRATK)N FENESTRATION D" require the glaz*Mg or fenestration to be replaced. SO I LE - AS PER TABLE 506.2 4 EXCEPT 2020 BUILDING CODE OF NEW YORK MARINE R13 F�30 F�10 MR 24" U-FACTOR 1.11-FACTOR VFACTOR 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. R-38 R-3.8 d R-7.5 BELOW R-4.75 0.38 0.45 0.77 that these cavities are filled with insulation. SE-71 LI HELTP-L-ANNING BOARD IF it GROUP R OR R-20 T E L I I I I I 1 1 4. Construction where the existing roof, wall or floor cavity is not exposed. DJITHOID MAIN TRUSTEES i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN Sli SHGC SHGC 5. Roof recovered. r PF<02 PF<0.2 PF<0.2 TOTAL HEIGHT FROM RIDGE TO GRADE 123'-1/2" THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ("TABLE C42.4 -J 1� ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 0.36 0.36 0.36 6. Air barriers shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC where the alterations or renovations to the buildin do not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC,REQUIREMENTS 0.2<PF<0.5 D.2<Pli .2 0.5 0 <PF<0.5 g OCCUPANCY OR LUMBER SPECIES AND GRADE LOAD REQUIREMENTS. ZONE 4 1 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. JSEIS UNLAWFUL GREENPORT, NY 11944 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTV-'AL FENESTRATE SHGC SHGC SHGC THE AND RAFTER IS INCHES OR , THERE ARE ALL HOUSE FRAMING MATERIAL DOUGLAS FFIR - LARCH #2 AND BETTER ADJACENTJOISTS TRUSSES WITHS WEB42 CONFIGURATIONSGREATER CAPABLEOR OFWHERE ACCOMMODATING ANTWO ASSUMEDORMORE P FZ 0.5 110.5 PFz0.5 �11THOUT CERTIFICAT RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FIXED 0.38 0.58 0.58 0.68 THE TRUSSES. MESWTION SCTM CABIN# 1000-47-02-14 101 ALL EXT. DECK FRAMING MATERIAL CCA NC PIINE #2 AND BETTER OPERABLE THE OCCUPANCY THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENESTRATION 0.45 ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: DIEWWGIE 0.7 I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY OOR SHGC AND CARBON MONOXIDE DETECTORS ORM WATER RUNOFF 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 RETAli I ST p,1RSUP,NT To CHAPTER 236 GENERAL NOTES THAN 30 INCHES, PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS S OR T ONTAL.RUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC 01 TH EL TOVIJ11 CODE. VERTICAL IN 12 UNITS HOR 0.2<Pli 0.5 0.43 MONITORED CONSTANTLY AS PER THE NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC PLUMBER CERTIFICATION EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF>0.5 0.43 ON LEAD CONTENT BEFORE NOTES: EX. FIRST FLOOR 373 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS, -L CERTIFICATE OF OCCUPANC THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PF PROJECTION FACTOR DESIC41 PROFESSIONAL ROSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ---------------- SOLDER USED IN WATER PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA LIVE LOAD REDUCTION IS NOT PERMITTED. SUPPLY SYSTEM CANN07 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA EXCEED 2110 OF 1% LFAE). UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE ) NA 'SEAL: DATE: ATTIC (HOUSE)(b) NA PI.."UD,9,,r31A 1- SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA 1CM017"" RMC.4�p"­n PROJECT NO: ATTIC (GARAGE)(o) NA 135-2022 EX. UTILITY ROOM 14 sq.ft. I. Co DRAWN BY: EX. SCREENED PORCHES 63 sq.ft. C-) EX. OUTDOOR SHOWER NA EXISTING DECK NA I rn Irr r ;;Z4 A BDK L " A r. CHECKED BY: Tll Cr NEW DECK NA COVERED NEW DECK NA MAR 17 '2023 SHEET NUMBER: EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA 051684 POOL HOUSE/ CABANA NA 01,1"N 0 F S 0 C)LD FESSI, G 1 ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE JPLUMBING., DOB NUMBER: OF (b) WITH STORAGE ALL.PLUMBING I .1 , I WAStE &WATER LINES NEED I TESTING BEFORE COVERING © KEMESIGN-ASSOCIATES, SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION ww/ USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 LTS20 1 PROVIDE (1) HGA10KT ON DOUG-1- R LAH�� SIDE OF TRUSS.ri / SO. PINE UPLIFT ALLOWABLE LOADS 2 LOAD SIDE OF CEILING JOIST FASTENERS TOTAL FOUR AND ON SIDE OF RAFTER LATERAL Wl TH MODEL CA UPLIFT UPLIFT Bdxl,,, CODE 8d NAILS AVG (133/160) TO NAILS REF. INTO TRUSS. RAFTERS/ TO TO ULT. 0. STU TRUSS PLATES STUDS 33) (160) E F2 (133& Z ...... NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER Vr H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KRILUBRIGN ASSOCIATES, LLC PROPER INSTALLATION PROCEDURES residential & commercial design * consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTR-.12 DIMENSIONS (TOTAL) LIENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS L QTY CIA 1 311, 1 PO,Box 1675 phone: (631)433-9084 MODEL CA AVG REF. INTO Southold,New York 11971 E-Mail: ssbn654@optonine,net NO. MAX. CLEAR ULT. LFTA' " LFTA PLATES WIDTHSPAN 2" 24" 3" 2 2J" 3" 31 EIGHT 8d NAILS Kehl Design Associates,LLC c formerly D A K Associates,LLC INTO SP4 EFTA 16 2J" 17" 38J-15-10d 4200 — 1205 1400 STUD 77 I OWNERSHIP & USE OF DULUMENIS: DOIUG—FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS3 oo These drawings and specifications including the MODEL L AVG 10d 1 Od x 12"' CODE ideas, design and arrangements represented NO. tad 10d x 14" ULT. — REF. LFTA LSTA21 o therein, are the property of KEHL DESIGN (133 / 160) (133) (160) o -Tie .ASSOCIATES, LLC. No part thereof shall be 1000 840 l000 3, 41, 128 Simpson Strong copied, disclosed to others or used in connection MTS16 16 14-10d 14-10(d x 1 3116 HGA1 0 with any work or project other than for which MTS20 they have been prepared without written consent.DETAIL "K11 20 14-10d 14-10d x 1 3116 1000 540 1000 3, 41, 128 ARTJ-x12 R EV. LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 CNW— 'STU 511 1 COUPLER NUT DETAIL "Ev" 8 — DOUG—FIR—LARCH/ Equal number of 1�SIMPSON 02-27-23 SO. PINE CODE specified nails in L- TAKE—UP WASHER 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNED— OF LOAD FLOOR ROOF (1331 each end 03-13-23 NO. TION (100) (125) 160) Simpson Strong—Tie 5 G 515 645 &70 CS16 ART8,,X1 2 LTP4 5 J 1 515 645 6i70 6, 39, 97 DETAIL 1101 H 1 515 645 6i70 MATERIAL DIWENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART8-x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY B4 ANCHOR BOLTS ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 0 CA H SB W --I THB SO CL DIA5,8 __ DESIGN LOAD DESIGN 00 GA OTY FDIA 2" 1 21- 1 3- 1 3J" 51" LOAD WHEN RAISED OFF 0 121" 1 2 2— THE SILL PLATE 0 HD2A 16 12 4�" 2�" 2J' 8" 2 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS )ALLOWABLE ADS NO. AVG DF SP CODE w L STUD PLATE ULT. I (133)2 (160) REF. SIP4 3, ' 7J" 6-10d x 1j" — 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) �ALLOWABLE TENSION LOADS CODE MODEL GA REF. 01 NO. FLOOR NAILS (100) 1 (133) (160) WORK NOTES: LSTA21 20 1 21 16-10d 905 1 1205 1295 7, 40, 90 01 DIMENSIONS FASTENERS (TOTAL) �ALLOWABLE TENSION LOADS CODE MODEL NO. CA L NAILS (100)H`LUU REP. W 1 (133) (160) Simpson Strong—Tie STU I . MSTA24 18 1 24 18-10d 1 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER NO. L END SPACING REP. HD2A (LENGTH L CA CUT LENGTH (TOTAL) (too) (133 / 160)2 oc. Simpson Strong—Tie OF ROLL) (IN A ROW) - NOTE: ALL HANGERS TO BE USED ON THIS PROJECT IH6 CS16 150' 14" 16 CLEAR SPAN +31 28-8d 1235 1 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS DN. DOUG—FIR LARCH/50. PINE ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT FLOOR (100) SNOW (115)1 ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W1 H B 10d 16d JOISTS ULT. (133)1(160)1 10d I 16d 10d 16d 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL 7 111 LUS46 18 3 " 4J 4-16d 4-16cd 6076 1140 �1160 , , I"I" CNW- 1 " 2 1000 1150 1-1 1250 7 40 127 DETAIL 1 COUPLER NUT HUS210-2 14 1 94 2 8-16d 8-16>d 6076 17.55121051-11650 — 1900 — 2065 1, 36, 84, 122 1 ARTJ'x12 STU 5'_ —FIR AR /SOPI NE ALLOWABLE LOADS 8 FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REP. NO. CA ULT. TAKE—UP WASHER TO RAFTERS1 TO PLATES I TO STUDS; (133) (160) F E? 160 Acceptance of these drawings does not authorize the right to HGA10KT 14 4—SDS,".1�"I 4—SDSi%3" 1523 435 435 1165 940 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, on USE A MINIMUM OF SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR SE A MINIMUM OF PROJECT: 8d NAILS TWO 8d NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 STU LSTA21 ANCHOR BOLTS MTS16 SIMPSON SIMPSON X a TAKE—UP WASHER Strong—Tie TOTAL FOUR HD2A %ftz 8d NAILS f LSTA21 Slkl` 1 S INTO TRUSS. HUS210-2 TWO Ft 8 AILS TO PLATES EIGHT­� TWO �) 1100 SILVERMERE ROAD 8d NAILS 8d NAILS INTO INTO DETAIL "A Simpson Strong—Tie PLATES lt STUD CD GREENPORT, NY 11944 H7 EIGHT NAILS --- 8d INTO DETAIL 1011 DETAIL '1111311 DETAIL STUD Simpson Strong—Tie CABIN 101 H17 Simpson Strong-Tie -47-02-14 LFTA ROD SYSTEM DETAIL "Ll' SCTM # 1000 LFTA DRAWING TITLE: LFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP SIMPSON WIND LOAD RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 NOTE: 1p-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 6 DIA, = 22.3 cu.ft. per vertical ft. 1' / STRONG—TIE DETAILS ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS -0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 3" THROUGH ROOF / ROOF DRAINAGE 1.t FL-OORR 1 st FLOOR 1st FLOOR 7=C-) -3 ROOF ROOF ROOF AREA = 500 sq/ft CALCULATIONS AND LTP4 V = A x R x c PLUMBING RISER DIAGRAM 2 2 A = 500 sq/ft LTP4 1 t FLOOR R = 2" RAINFALL = .17 ft LTP4FLOOR 2" -3 C = COEFF. = 1.0 NOTES: -3 .4" F.A. VEr-J7 6­ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL "C" c.:0 A.BOVE GRADE V = 500 x I x .166667 = 83 C.F. t.0 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie C.0 F_n -TO GREEN PORT VILLAGE SEWER SYSTEM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL TO SCWA APPROVED FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping SEWERAGE SYSTEM 83 42.25 VERTICAL FT. FT = 2.0 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 USE (1) 8' DIA. POOL 2'-0" DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie 4V Detail PLUMBING RISER DIAGRAM (NTS) OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 83 22.3 VERTICAL FT. / FT = 3.72 V.F. SEAL: DATE: SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6' DIA. POOL 3'-0" DEEP - 4.0 U.F. PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL. TO OR GREATER COMMERCIAL CONSTRUCTION DETAILS 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF POOLS TO BE PLACED ON OPPOSITE SIDE OF 0 DRAWN BY: BDK HOUSE AND/OR LEADERS TO BE PIPED TO C--). , C, CHECKED BY: NEW YORK STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 1 '-HLLi NUMBER: NO SUBSTITUTIONS COMMERCIAL CONSTRUCT ON DETAILS- POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC 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 0 No substitutions are approved or authorized. (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G2 Due to the relationships of framing hardware to WHERE TRAFFIC IS TO BE PRESENT. the other components of the structture, any framing UB NUMBLR: OF substitutions will render these plans ACCESSIBILITY CONSTRUCRON D ETA I ES IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL KEHL-DESIGN-ASSOCIATES, ur performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL. i i I I 23'-94' 17'-34„ 2'-6" °'-74" 13'-1 ( KEHL DESIGN ASSOCIATES LIC �" 1' 4'� �42 -6 B Existing A residential & commercial design • consulting Existing 1 4" PC. Slab ID2 8" CMU. Foundation 7_11 --1 __ __ Existing3 1„ --- Existing I PO.Box 1675 --- -------- Utilit 3� P —--"--"--"--- 16"x8" Conc. Ftg. 16'x8" Cana. Ftg.� phone; (631�433 9084 C Crawl C I Min. 3'-0" Below � I � I Min. 3'—Gr Below 1 Roo Existing I Existing Final crude. Southold,New York 11971 EMail; ssbn654@opfon line,net v— co Space I I 0 iExlsting-1 Final Grade. 8" CMU. I I Utility S I '`� N 1 Crawl I I Foundation '"1 I I Room I I Access = 33"x 54" i� r__J LSpace J L—_ ————— ————— —— — __ — __— Kehl Design Associates,LLC a formerly D A K Associates,LLC UAccess / /77,7i-ra;: Jr%/!I!/. 16'-84„ 2.-84�, 3,-14„ I = I ' . // /T•/�� '�/�� " OWNERSHIP & USE OF DOCUMLNTS: ------------ ---- ------------ ------� I 0a "ram I 1 Existing d I o GL. I I 16"x8" Conc. Ftg. 4" 4 These drawings and specifications including the N 0 I I Min. 3'-0" Below Existing ideas, design and arrangements represented 1 Final Grade. Existing N Existing I 16"x8" Conc. Ftg therein, are the property of KEHL DESIGN 2" P.C. Slab 2" P.C. Slab I Min 3'-0" Below ASSOCIATES, LLC. No port thereof shall be 1^ 32 I I Final Grade. 32 I I I I copied, disclosed to others or used in connection I with any work or project other than for which BEDROOM Co BATH „ I I Existing they have been prepared without written consent. N a x I 1 7'-54 7 -54 7 -54 N 8" CMU. -2 N i I I I Foundation ^� I_ O I I E_ _ — Existing xistin oo I I N REV.- 4 8x16 CMU.N o ( 8x16 CMU. 00 X. 3 2x8 Girder Block Piers— Block Piers Existing 00 (-` d on u (3 2x8 Girderl I 02-27-23 Ln x n M, u u I 0 2'x2'x1' Con. •o 2'x2'x1' Con.° I 03-05-23 32„ I I L--J Footing '2 L L-- Footing �2 00 _� I I N k-2� N -2'—� X I I 03-13-2 3 �Llq n U F9 LO PROVIDE HURRICANE STRAPPING IN ACCORDANCE 'NTH j 4" 14 EXISTING � 1rn I THE 2020 BUILDING CODE OF NEW YORK STATE CRAWL SPACE N Existing I I N 0) KITCHEN I N N I Existing I 2" P.C. Slab I I N I 1 8" CMU. Existing r SITTING I I Foundation 2" P.C. Slab ALL HEADERS ARE TO BE I Existing AREA 8„ CMu. (2)1 4"X 74" LVL UNLESS I Foundation 3'-7" OTHERWISE NOTED L-__---- _____J I 2868 I I N 33"x 5a" NOTE: PROVIDE FIRE BREAKS L-------- - ----------1 r------- ----- I I AS PER Co Existir 3'-114"�4'-7 THE 2020 16"x8" Core. Ftg. I I EXISTING N N Min. 3'-0" Below 1„ � BUILDING CODE OF �,I� 4 I TCRAWL SPACE 0 23 -94 °� NEW YORK STATE Final Grade. I 00 SCREENED PORCH i 1 Existing 8 n Tn I 2" P.C. Slab 4' 4 ------ --- ----� M I I L WORK NOTES: 266E N Existing L—__-- -_— ^ —___------ SCREEN 16'x8" Conc. Ftg. Min, 3'-0" Below „1 -5,-2 Final Grade. B A 1L 4„� 3'-6 „ 12'-82„ „ 11'-04 12'-82 11 -04„ 23'-91„4 23'-94" 11 WATER VIEW EXISTING FLUOR PLAN UNIT 101 EXISTING FOUNDATION PLAN- SCALE: 1/4":= T-O" SCALE: 1/4"=V-0" 94" 17'-34" 42'-E6" NO WORK REQUIRED. 1 .-loll 4' USE EXISTING FOUNDATION B 31., M A I 3 „ 1 Crawl Utilit DO S ace 10 Room `� A,cceptance of these drawings does not authorize the right to 10 0 —� build withoutthe authorization of local governing agencies, such N Access Fill—in 104 as Suffolk County Dept.of Health Services, Town Building Window Departments, DEC, FEMA, etc. Verify all conditions, codes, and 16'-84" 2' 3'-82" a requirements with such agencies prior to construction. 0 51„ , BEDROOM �� N ; _I 2 I PROJECT: ^ �R 31„ ti 2 v 2 \� ~I I ~I - IL Jr FARR U U L" AE Pill S S 01 (D \� cal axl I (V c0 E IN ,/BATH CD V Ix - _ � O"ro E L \ NI N I co�yeo m / ROOM N N N E N y � vy N N 2 �� \ I I vl I DE EEC vl /� , ' o / ——— 00 2x6 Ridge �j 2 x J c�J U) N _x -I 1100 SILVERMERE ROAD7,I '-2 � 1 - � N U U GREENPORT, NY 11944 CO �R ALL COMBINATION SMOKE DETECTORS N 0) / NI I ,jl I jl +/ AND CARBON MONOXIDE DETECTORS CABIN 101 SITTING` / 23 —214 AREA ARE TO BE CONNECTED WITH A CENTRAL SCTM # 1000-47-02-14 FIRE MONITORING STATION AND TO BE / EXT I \ � DRAWING TITLE: MONITORED CONSTANTLY AS PER THE 244FX5646 u. 244UH2846 o1­1 2020 BUILDING CODE OF NEW YORK STATE PLANS 00 CABIN 101 N l 7'-OZ„ �8,-2„ N 3'-114„�,-712 N w N 0 N AS NOTED .s SCREENED PORCH.c I ALL INTERIOR FINISHES ARE TO COMPLY NOTES: x x I WI TH THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2668 N 2020 BUILDING CODE OF NEW YORK' STATE DESIGN PRDFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCREEN OR D OR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 1 B 1 2 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FIRE EXTINGUISHER FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, 2'-3 " 5'-24" 3'-6 " CLASS ABC, 5LB, 2A: 1 OB: C SEAL: DATE: 12'-82" 11'-04" AS PER TABLE 906.3(1 ) FIRE SEPTEMBER, 09 2022 23'-94" EXTINGUISHERS FOR CLASS A PROJECT No: WATER VIEW FIRE HAZARDS BASED ON �F-�� ;`'L � 1135-2022 LIGHT, HAZARD OCCUPANCY .`p J. c y0^ DRAWN BY: (LOW), o�, BDK O �r � 'f FLUOR PLAN f 'YAK NECKED BY: HEEI NUMBER: SCALE: 1/4"= V-0" ' 0 ExIsrlNc 684 FILL—IN AREA ,SS1 , Al 01 DOB NUMBER: OF © KEI-II HIGN"ASSOCIATES,uc m(� Jll.� KEHL DESIGN ASSOCIATES �c residential & commercial design . consulting PO.Box 1675 phone: 1631�433-9084 Southold,New York 11971 E-Mail: ssbn6540coptonline.nel Kehl Design Associates,LLC®formerly D A K Associates,LLC �. ' !'% .._T'T�/ OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented L II I) fLf therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection ( I III II I II �J I) MI .. p I � with any work or project other than for which ttheypphave been re ared without written consent. � I I I I l I_ - R EV. Li LLLLLI.� ?V J� 1 J I III I f: u u li 11 . yy. 02- 7-I :s: 2 23 �.. I I I����. I III I I III I I>s"' II III I® ,;:, III I�`�. 11 I I I I I I r< � I I II I I I �' K� I a I y, 1- 11..1 I 3 I s' � I I W I I III_ I 03 13 23 1_ :� w �LI�I L_LLII I_ILIU I I IL II IJ-IIL II IIII III LI__ I U I � Lf �1 ElL I J1 I E I _I J IJ LL1J _I _I —IIIII �I L1L .;; 1 � IIIIII I � IIIII IIIII IIII11 11IIII �IItJJ I_ II�LIIUI IUILIII II III�LII�I IIt IIIII�IJII I�I_I I�LII�L 1LJIItIIUIIIII II III IIIII :_ :~ :a ;��.:;�.,� 1 I1 I I II I, 1"J_Llll l l I I III IIII I I I I �� I I I I L LW�1LL-Ii-�1 u-11 I -1� 11 W EAU j 1111 a l lllJ :,.;_> ; (I I I I�LLJ UJ I I I I I�I I I �L L_LJL J1111 I_I I L I �� IIII �L I U I I 1 I 1L _LL11 U ._ * - ALL LL LL 11111 I_I I_I �I I u I �LI LJ�LW�LLLLLLII Il LE LJ�LJIJ Ll x } ' ' 1 1L1La LJ I Lf 1W1L LI 111 U II I I ll_LLII I II II IW L11LLL I�ILI ILA IIII III I_ ILL ILL IL -!„ LULL>_IuLLlu I I I I L_L_I I I L—LLU u1—11 LLiw -� I1111 11 1111 d 111111 Il IIIIII IIIItJ II II IL I = WEST ELEVATION - --0EAST ELEVATION ��OUTH ELEVATION NORTH ELEVATION SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" SiIALE: 1/4"= 1'-0" SCALE: 1/4"=1'1-0" WORK NOTES: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE ALL HEADERS ARE TO BE (2)1 4"X 71" LVL UNLESS OTHERWISE NOTED 1 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 BUILDING CODE OF NEW YORK STATE 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 y Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. EXISTING EXTERIOR CONSTRUCTION TO REMAIN I PROJECT: EXISTING EXTERIOR CONSTRUCTION TO REMAIN NOTES: © Provide Insulation Baffles as required at Soffit 2x8 Ride Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold IL I Locations to Provide for proper attic ventilation 9 Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold C.. Simpson Angle Plates L" OE 0""' S 'A" KI Ex. 2x4 Trusses — 24"oc. ® Provide R-49 Insulation in ail Flat Ceilings as per Ex. 2x4 Trusses — 24"oc. 2018 IECC International Energy Conservation Code 4" COX Roof Sheathing Existing Roof System 4" CDX Roof Sheathing Existing Roof System ® Ice and Water Shield to be used Beneath any damaged roof G 0 E L AF Architectural Roof Shingles shingles or areas of repair on the roof GAF Architectural R 0) Provide Simpson Tydown or Hurricane Strapping to the rafters ooi Shingles 2 5 at all locations of the Interior that are Exposed during the 5� 22x6Couar Ties 4-6oc. 1100 SILVERI�IERE ROAD nsulINI I Baffles Existing removal of mold or deteriorated interior surfaces. Insulation Bofflesm Existing 1x6 Azek Fascia R-45 Insulation R-4g Insulahonm ED Provide lx6 Azek or Equal to all locations of the fascias that l� Ice and Water Shiedm GREENPORT, Nl( 11944 Ice and Water Shield Vented Soffit _ Provide Simpson Hurricane Tydown® ______ are repaired due t0 Mold or Deterioration. 4" C Beneath Existing 2x4 Raft rs Vented Soffit �" COX nliSeai Plntac 1x6 Azek Fascia m r ® Blue Skin House Wrap or Equal to be Used Under Siding for All 2 2x4 To Plate Provide Simpson Tydown at II® CABIN 1 01 (2)2x4 Top Plate I ( ) P "'a Blue Skin House Wrap or Equal 1(0 Locations Repaired Ln Exterior Sheathing I I Screen Panel " Exterior Sheathing VIA hek I BATHCL. 1 BATH i 1 m Remove and Replace any Insulation that shows signs of moldo oScreen Panel SCTM # 1000-47-02-14 z Fascia m I Ln DRAWING TITLE: F—R-15 Insulation m I or deterioration with R-15 Insulation p q SITTING SITTING Blue Skin House Wrap or Equal 2x4 Stud's 16"oc. I I 2x4 Siud's 16"oc• R-15 Insulation Cedor SidingS I I AREA ® Remove and Replace any Siding that shows signs of deterioration I AREA PLANS „I, I with New Cedar Wooden Shingles Cedar Siding® CABIN 101 Type X' Fire—rated Sheetrock© I 5„ I 1 3„ 1 IS Remove and Replace an Sheetrock that shows signs of mold � 8 Type "X" Fire—rated Sheetrock 2x4 Shoe I I 1 1 4 Sublloor Sheathing p y g ' 2x4 Shoe a" g AS NOTED 2x8 Box Beam J%4 Decking or deterioration with New e Type 'Y' Fire-rated Sheetrock 2x8 Box Beam COX Sheathing� J"x4 Fir Flooring 2x6 Sill Existing 2X8 i6"oc. Floor Joists to Remain x. 2x6 Floor Joists 16"oc 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remain lTx.2x6 Floor Joists 16"0 11 Existing Anchor Bolts Provide New Ex. (3)2lx Girder 2"PC Slab R-30 Insulation Ex. (3)2x Girder Ex.2'PG Slab NOTES: R-30 Insulation Ex. 8"x16" CMU. Ex. 8"x1s" CMU. a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SprOy Foam Box Beam DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. lIIFRINGEMENTS WILL BE Block Piers To Remain Block Piers To Remain PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 8" CMU. Existing on Spray Foam Box Beam 2'x2 z1 Con. 2'x2'x1' Con. 8" CMU. Existin Foundation Ex.2•PC.Sob Footin FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Foundation Ex.2"PC.Slab Footin 16%8" Conc. Ft DESIGN' PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. 9• 16"x8" Conc. Ftg. Min. S-0" Below Min. 3'-0" Below — Min. 3'-0" Below Min. 3'-0" Below Final Grade. Final Grade. Final Grade. Final Grade. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL COMBINATION SMOKE DETECTORS SEAL: DATE: 15'-81" 5'-84" AND CARBON MONOXIDE DETECTORS 15'-8 " 5'-84" SEPTEMBER, 09 2022 21'-51" ARE TO BE CONNECTED WITH A CENTRa 21'-54" PROJECT NO: MONITORING STATION AND TO BE r OF �dE;; DRAWN B1135-2022 MONITORED CONSTANTLY AS PER THE ���- 2020 BUILDING CODE OF NEW YORK STlF � ��a�AC���°°oP, HECKED BDK CROSS SECTION A CROSS SECTION NUMBER: SCALE: 1/4"=1'-0" 102 SCALE: 1/4"= 1'-0" � O� ' ALL INTERIOR FINISHES ARE TO COMPL `� -402 WI TH THE All 2020 BUILDING CODE OF NEW YORK STF DUB NUMBER: OF © KEHI DESIGN"ASSOCIATES, u c V I�IIiLDESION ASSOCIATES,,u A r,17 IFO.BOAI675 pYaie'(671(437-9081 SdAhDid%W TaR 11971 Wall:AGd51@oplptlre.net CYO v,!~Jl a.r.w«ar..uc _ Illaaa��� ------ --�{ ,L l ---�i9— Z WN Hi & 77 w1n N ; "O l ' I '� I es drawings and girnonte including the ideas,design and rrar HL theDESIGN "IN ASSOCIAein.TES,I.L.C.the propers of K No Pot thereof shall be '--___--_ copied,disclosed to others or used n ar WhICh With one work or protect other thin for onseh they have been prepares without written Consent co Crawl Utllt REV i 00 URoom � 02-27-23aCe 0N 03-13-23 IN OS-20-23c F;II_;n Window ,91 Z „ 8— \\ BEDROOM o 11J ° \ 5 `o Nll7 `o +/ \ I I I c0I `o U \\ t°I I c°1 I N c° IN //BATH 0 .. \\\ v I N IIC _N m / ROOM t. �' D 00 RN 00 o / ---2x6 Ri"ej�--- _ -II Ih N \� r, J U N 2 1 2023 / a � ,. - I �� of I I of f �` „Z—, x ` 77 ''7'T TIT:�'t^r. ��N •t "I a ° I U t I I N \\ t17 - SIN Vie/ o A Exterior i N �' / ^II xll xll \sk Shower q N SITTING\ ❑ Acoep ance of these drawings does not authorize the 4t 10 build wthautthe authaiAol'an of local gotanhg agencies,such / AREA Concrete as Suffolk County Dpt.of Health Sertices,Tam Butd'ng / \ Slab with Depadmeals,DEC,FEIgA etc.Verily of oondtticm,codes,and / FIRE requ irements with suchas friar to construction. EXT I \ Drain to °g°n / \ Drywell _ N 244FX5646 244DH2846 (3 SILVER SANDS ° • ° SHOWER _ �__ _ — Z N CONSTRUCTION TO MOTEL N «t� 'L r�z l l ,� CONSIST OF 4X4 m ACC POSTS WITH 2X4 N o HORIZONTAL SUPPORTS 1100 SILVERMERE ROAD WITH 1X6 VERTICAL SIDING SCREENED PORCH. SIN GREENPORT,NY11944 U ) CABIN 101 x x SCTM#10000-47-02-14 NDRAWING TITLE: 2669 SCREEN CABIN 101 DOOR, EXTERIOR SHOWER MODIFICATION NS1RA0AL IS 1NE TfRWF NIA ARE K PTS wil E if DISIONM TM T DfA MOSEWBI TEN IS NFlHE AW CO WRNOS EWN ql g 3 n /� 9ROT<cow n to aE count oaar a Bs ity canucra T R FEL WTT. Au Q 7 RID mAarRKs rw ANCNTIa15 A'0 a TaFr H9'R&fSL EaR 1114 101 pE O—`I I r,ss UwDES ad PR w nito ca AT91NE2 D R190"I FOR BASED ONSWO DE W uxNa t OR L FORMY A fHa M AS N9 ai NAMMS MS lPoll LUYYEIIrs Nat , r t� C. rorvNAr AQaaRID(tp As REWSIcx ro nxsR nNt: SEPTLMSER 09 2022 � � PROJECT No: WATER VIEW 1135-2022 '�i.,.�.a—_ DRAWN BY RDK CHECKED BY: FLOORPLAN `tSSICr �h`�V A101 SCALE: 1/4"= 1'-0" 0 i0bD67(111-001CLAgffi,ae