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HomeMy WebLinkAbout49086-Z �o�apF SOUryo`o Town of Southold # * P.O. Box 1179 �0 53095 Main Rd °z'-Coulm a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 46790 Date: 01/15/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1400 Silvermere Rd Greenport, NY 11944 See/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. 49086 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#108 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: 49086 06/20/2023 PLUMBERS CERTIFICATION: Pipe Dreams Plumb' 06/27/202 l A thori ed ign ture TOWN OF SOUTHOLD o�g FFO(�g a aye BUILDING DEPARTMENT i TOWN CLERK'S OFFICE o • �F� 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#: 49086 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. #108 At premises located at: 1499•Siivermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-14 Mw-# 9 7-a -/5 . 1 9-0-�S 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 $1,087.20 CO-COMMERCIAL $50.00 Total: $1,137.20 l Building Inspector oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 COUm'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1100 Silvermere Rd # 108 city:Greenport st: NY zip: 11944 Building Permit#: 49086 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 X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 14 4'LED Exit Fixtures Sump Pump Other Equipment: Cooktop, 100A Panel 20 Circuit/ 13 Used Notes: Cottage 108 Inspector Signature: Date: June 20, 2023 S.Devlin-Cert Electrical Compliance Form r4f soUryo Town Hall Annex Telephone(631)765-1802 54375 Main Road 'fiFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD J U N 2 7 2023 CERTIFICATION 7 Date: Building Permit No. 16 G Owner: ikvtx C-3 5 k)CV,0 L LL (Please print) Plumber:I rt TWsA&t��SL- �w14� s (Please print) I certify that the,.solder used in the water supply system contains less than 2/10 of I% lead. lumbers Signature) Sworn to before me this. day of:1))rVe 201:� PAUL 0 CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.0ICA6151160 v Qualified In Suffolk County Coupty Commission Expires August.14,20 IA-P Notary Public, County ,. �o�a0FS0Uty�� �a ��� 11 as J�IverN1 t.� # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouFm N�'� 631-765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: 1` DATE INSPECTOR ` g soulyolo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ,!PgULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL 16 UVI`l y [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �$ ��� ��� � yl I d��`v r d CWA bye- t qKk,- 9Z� 0 , 21Z DATE Zl INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info—Commercial- 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 I reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts—(R-11) Batts—(R-49) New. Walls - Exterior Batts—(R-11) Batts—(R-15) New Walls - Interior None Batts—(R-11) New Floors None Batts—(R-30) New Overall Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows -to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of—0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 SA 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 yP�EOF r 9 / O �W Fp �O 05-7 AROF�SSIOWP'� 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 I inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager (Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (8 sets) - Real Estate Evaluation/ Certification Statement -Newmark Valuation &Advisory - Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection, my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience, knowledge of the site and local contracting conditions, up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 1 My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment,the construction cost for the planned refurbishment of these (8) structures is: Total Cost this Project = $525,767.37 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures (8) = $ 1,409,752 (Newmark Valuation) Therefore the planned refurbishment for the (8) Cottages on this Tax Lot is 37% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code—Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The cottages are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental roof rafters, updated insulation and replacement of interior walls and bathrooms falls well below the 50% demolition definition. 2 Even in the event of discovery of additional repairs due to deterioration of the existing structural components,the reasonable additional work value would add no more than an additional 10% to the total cost and remain well below the 50% threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling is also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the cottage structure reveals that the total cost will be 37% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost . of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. 3 Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 37% to 33%buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in regards to the Town of Southold Code. Proiect Evaluation—Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these eight cottages exactly aligns with this definition. Even though there is substantial interior work to improve the health, sanitary and safety conditions of the facility, the project should be classified as an Alteration—Level 2. Proiect Evaluation—Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work Area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work initially intended by the owner is specifically required by this Code. It is noted that the entire structural foundation system, exterior framing and sheathing, roof framing and sheathing, interior floor framing and structural covering, and some interior wall framing all remain as-is and in place. The major rough plumbing infrastructure will also remain in use. These Cottages are one-story structures and the footprint covers a minimal area 4 (400 +/- sq.ft.). Because these buildings have only have one room and a bathroom evaluating this project based upon impacted Work Area is not practical from an engineering prospective. Based upon my evaluation of the project conditions and scope it is my professional opinion the project does not have a Work Area that \ exceeds 50% of the building space. Actually the majority of the work area is in spaces where the activity is required to correcting existing health, sanitary or safety issues. Based upon the my evaluation of the proposed work scope, the work required for safety code reasons and the actual size and configuration of the cottages; this renovation does not have a"Work Area"that exceeds 50% of the Building Area. Summary Result - Based upon inspection of this project and to the best of my knowledge, belief and professional judgment: 1 - The statements in the Value Certification Letter dated November 10, 2022 for the construction costs of the planned refurbishment are accurate. 2 - The overall cost of the planned construction will be 37% of the property valuation (less than 50%). 3 - The adjusted cost based upon NYS definitions of the planned construction will be 33% of the property valuation (less than 50%). 4 —According to the NYS Code this project should be classified as an Alteration— Level 2 5 — According to the NYS Code this project does not have a "Work Area" that exceeds 50% of the building area. 6 —The Construction Cost and Real Estate Value Estimates developed are accurate for the proposed project. The assessment of the volume and value of the existing building elements that remain in place is also valid. Based upon the results of these efforts, the determination that this work is not a NYS Substantial Improvement is correct. In addition, the determination that this work is not a Demolition Project as defined by the Town of Southold Code (Chapter 280) is correct. E OF Fk, Y Nicholas J. Mazzaferro, P.E. z 0 0 Fp 4'0 0570°�� p�DFEssIoNP�'� 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 \' M AY 2 2 2023 N. J. MAZZAFERRO., P.E. PO Box 57, Greenport,N.Y. 11944 ?: Phone- 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49086—Cottage 108 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 tq W yo Nicholas J. Mazzaferro, P.E. o 57095 ��� A;J?06_L ONP�� N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 f- /7 f- Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 M AY 2 2 2023 District-1000, Section-47, Block-2,Lot-14 Building Permit Number—49086—Cottage 108 Inspection—Rough Plumbing On April 3, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System(WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �E NSW y Nicholas J. Mazzaferro,P.E. z r, o ar p No 05-1 rJZ AR�FESSI01A 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 '-77, Southold NY 11971 7 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road MAY 2 2 2023 Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 7:' Building Permit Number—49086—Cottage 108 On 4/13/2023, 1 inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building - Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 23. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building- Alterations. ,The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of MY knowledge, belief and professional judgment, construction as installed complies with the plans and applicable Codes of NYS and Southold Town Building Codes. 0 NcW yo Nicholas J. Mazzaferro, P.E. 1 0 IV OrEssl ' December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 1OOOOzr7D0F3200C'15000, 10000470002000143000, 1000047000200013000, 1000047000200012000, 1000047000200:,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, CLERK 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. CLair& GLemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i FIELD INSPECTION REPORT DATE COMMENTS (� go 1► ro FOUNDATION(IST) a� ------------------------------------ FOUNDATION (2ND) z 0 O y ROUGH FRAMING& PLUMBING � • C� 1 INSULATION PER N.Y. H �� STATE ENERGY CODE (1 �' J LR `} — � .. FINAL l ADDITIONAL COMMENTS I©qln 1,577, 20 4+ / . m Dq 34me Q S O H O z x E� x d r� H �FFac 4^19 I TOWN OF SOUTHOLD—BUILDING DEPARTMENT t Y Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov. Date Received APPLICAMN FOR MLMNG PERMIT For Office Use Only PERMIT NO. Building Inspector: NOV 2022 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Ownees,Authorization form(Page 2)shall be completed. Date:October 5, 2022 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS 1, LLC SCTM#1000-47-2-14 Project Address: Silvermere Road, Units 108 Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address: 1400'SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 'H @GREEN PORTBREW.CO M DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address:1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Add ress: 19215 SOUNDVIEW.AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SlLVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION LINewStructure ElAddition FgAlteration ®Repair ElDemolition Estimated cost of Project: 20ther See Attached. $404,490.00 Will the lot be re-graded? ElYes ®No Will excess fill be removed from premises? E]Yes ®No 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. ® Check Box After Reading: The owner/contractor/design professional is responsible for all'drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri t ame): ( Cuthorized Agent ❑Owner Signature of Applicant: � , Date: 1,61 ) L���� '� STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RICiHARD W. VANDEN BU R(7H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the AGENT (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of J U N E , 20 22 Notary Public PROPERTY OWNER AUTHOR ATIO (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. ��,n Owner's Signaturh Date ALEX PERROS CONNIE D.BUNCH Notary Public,State of New York —� Print Owner's Name No.01BU6185050 Qualified in Suffolk pril unty il 14 2ny Commission ExP e 2 _ 'yj'� "��o:•:. '•�•�Q i �•°. ar'.:e�,ll'�i° ,;�'. ,,�r;' '•'j•`�a. 'r r--;Z'`NI S �, ---�>,� ,'d`. ,„ -:�} (,� .�,>,anrrerzlca+sc>nune�us�%�:�:•ste�nrrr��es�maernxn,:u�so,an9:m:;�:e:a;sr,�u_:zimsez�x•ia�uar�.�:�x�xz�wruxmx:ri,:xzs�e,�iy:�^xrn+cY.��;c�2xx��^:v�.•�+erc�avc¢;�::ra��, ., BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.10380 DATE: MAY 17,2023 �"f ISSUED TO: SILVER SANDS HOLDINGS I,LLC t3 PROPERTY ADDRESS: 1100 SILVERMERE ROAD tGREENPORT .; i SCTM#1000-47-2-14 I} fy 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 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 followingVetland Permit for the two existing bayside cottages—westerly cottage 102: 444sq.ft. cottage with a 1 �.' 67.1sq.ft.roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an rA as-built 24sq.ft.outdoor shower with drain to drywell; 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 20sq.ft. �l, ;ti,••, outdoor shower with drain to drywell; on the northerly side of the property within freshwater wetlands area of I . 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 w L; ' drain to drywell; existing north easterly cottage 106: 550sq.ft. cottage with an 80sq.ft. roofed over porch, a 9sq.ft. • I ' r ) 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 try 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 20sq.ft.outdoor shower M '.M with drain to drywell; existing 315sq.ft. northerly garage with 9sq.ft.concrete pad for HVAC unit; existing shed to i I be removed; existing northerly cottage 108: 730sq.ft. cottage with 9sq.ft. concrete pad for HVAC unit, a 12sq.ft. ` i concrete pad with metal cover, and an as-built 24sq.ft. outdoor shower with drain to drywell; tidal wetland .1..•� ; jurisdiction area/ground disturbance: total area: 10,200sq.ft.; place approximately 92 linear feet (t1,100sq.ft.) of 5 sand walk path set back IS' at closest point to tidal wetlands line; existing sand to remain; install f95 linear feet of 9 coir logs along-landward landward edge of sand buffer; place approximately 8 linear feet by 6 feet(40sq.ft.)sand walk path F. •, � g g g PP Y i•�. - �YS continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a i t' 5,562sq.ft. Non-Disturbance Buffer area and an 8,597sq.ft.Non-Turf Buffer area landward of the Non-Disturbance L`< Buffer area; for the storm-water management on the westerly(4102)and easterly(9101)cottage, install f102 linear 1' feet of drain lines to a drywell; for the first southerly cottage(9105)and first 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 �1 lines to drywell; and all planting and landscaping in accordance with Planting Plan &Schedule L4.08,L4.09,L4.10 r &L4.11;and as depicted on the site Ian prepared b Edmund D.Hollander;Landscape Architect Design,P.C.,last P P P Y I r E dated May 11,2023;and stamped approved on May 17,2023. I �, IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and r these presents to be subscribed by a majority of the said Board as of the day and year first above written. ! . 'rA+ � _____'��fb-T�" ` I it • 42 r •r}- •jr�tt�•.u4�ur.�c;;.eSa)o."jai-ru+',ral.6».ntFl;.h�Au:S�.RiztwYd�.+S�.15�4RC5?ie547.•?R,;LY,£u,�[fR'T,.'e5,��3P5,^ar,,,^�ti»'i•�a�Cr,�i.'�.`3,�ii�«t.,CAS,7SrA1:.:u.•Asfzsr.�SY4w3�o7'.o'.mw"'nl.Gla•;x'��� ,r �.�.- y r:• � ;� w ` •-�+.?r%` j '-��� � � '.., Ate,., "% Y; .,, :'_' ��. '� ,`° .'I•- [M 1 ��� 1•'>w. ...t.,,,1 1•IL' b I• i-�/7 1�' �' � 1•: :�„'_�. '"4_�' �w•.'� t .,t,i 1.y�� Avg �u .. n.. L•,: SCTM NO. 1000-47-2-14 PURPL'D,EA IS AREA 'OFNON-0ISTUflBANCE: / HOLLANDERr 96a SF Landscape Archi-11 I YELLOW AREA 6 AREA OF WETLAND; 5,142 SF 1� FURPLE AREA IS AREA OF N0N-0ISTURBANCE: - - Z082 SF \\\\' GREEN HATCH 5 \ _ r AREA OFF NON-TURF. _ I � 12,TBE5 SF \ \ PURPLE AREA'S AREA - OF NON-DISTURBANCE 2516SF ' LOT tb SECTION 1, _ REFER TO SHEET L-0 MATCHLMETD LOT 14. i SECTION, , NIATCHLINE TOLOT I4 �' flEFEfl TO SHEET L4.I0 �! I ' �I`� E I e APPROVED BY D ` I D FRESHWAATTEAR�WEERANND i ' � F - BOARD OF I PUSTEES l,AY 1 2 2023 9 ' - I• I - TOWN OF SOUTHOLD RELEASES { DATE hi 17 2oZ Southold Town Board of Trustees ell — 1 E."r. J MATCHLINE TO LOT 14 ® PLANING NOTES: �• i SEGr10N2 - - NOTE:The res,ora,lon aM plamhlg auras m,��e.,�w„� w��m—'revrmvegmm.am 1 MATLHLPIE 70 LOT tb spa larger��i1 1then ma, Nmw mrema� ro{Pmvrwr.b � �~ s— A—em bw.ev�m.w i 3 I 5gdy ,amaxe — SECTION3 _ O _ rielwaRy wl!Nn Re tmdisNrb.W por4�s al _ ,I J - 1-Ari II TOTALAREAS: BiR exiMirg DeeA Prmerra.emzr Wm.a ewe — -.ei.-. 7 �mm.v�sr.s.r.�r�...a.va.aa�.c�wm uamrm WETA AREA:6.142 SF NOTE:E>ostig aatNe daumemm eegHaDm rNrylrmmAaaeo.easrmeaaeay.m ea mpm.e s� _ erm preserved aM mNen d. pbm ash. �:s�—•'""^"_ NON-DISTURBANCE AREA'5,562 SFm. . ermPmmebeaysay.v�r. �amnn NOTE:AIItlMmg hMNArj0yg.,dreto,enlaln E Oamauunre¢Ne.e.ma.emxmArmbw.uFrmbw=..d NON-TIRiF AREA:l2.]BBS SF and pe Reed Arry dylrg or dlad heel wvmAam mp.rp FDMJM]0.H1lANOHt i J MN Trutee laKstf b i9 repulre I. )f�rwvm MY.+a Pvavwaom.ee i.nmem.Pa�e mnm.m.v...3 W145CAPEAROIREOr OESIGN.P.C.apprdral ham Tras,ees for removaluwemm..e.muwee w�mrvr.meetry s EA 1 s • __ -�-I .n S,l Sood,-F—fin Sehed M LJAR r%.M.or t.uAvoammre.sssgea,arpsev"e�a A OTY BOTANCAL MOE COMMON NAME 5� CO.— '�1d r°'"m m.mbP.wylpvwem.s w,ewpsvma{amp •.m. ' I SILVER SANDSLOT � r I.• I Tmee v V� sae�imv�i a:aerratt•. f i REFER SHEET L<.,1 I v - ARE 1 ArermErwn Swam R6 a 56'Cal B6B WmraW.ama,ms ovroi.ncom.nsevim..wmdaNm,em I L55 mE� dma aY 5 5NN Da B6B --° HOLDINGS I,LLC t00•STIDA WETLAND I x. DB( 1 Ouercus to. Swa WD9e Oat SS CaI B&B prsmde—w,wnma rim,ebe—uvamm.mup. TDAL WERANO armxrsv���.rawwa+semnm�.nvemaa—vm. Bmvb emmP.mr. �omen cm aveaw.Pvn'a.e vv..mm— I I A K 9 tty&m rerre5a 0�e .D mot 1&2sc TTM� BB8B-I - M t9 a aara•Teens canc,e bs'Tae BRB m�Pmm e�m�wmA. 1400 LVERMERE ROAD I pollrcme zuv eal s can GREE GREENPORT,NY - � I _ !AU 5 M ru noose 23-30-Ta1.TGa Can t•�oramrl�'.e.unu.auvrace m�amvs.ne.iwaam.emnmexm K LO 5] M s Marrira 3D]6 Txn Cva 4v.aAs�ass..eree.dram Mar�iia 3-e8'T11 CMt eao ei rmem �•�'wavNa.n m.mama ro py, �r'bYmrl�,]+awe.rwvmrimpsr®qre 5 .-5'Tao Cunt w B vera{tirameraeo B ra P� z W.sGal cure —ANC,AagYaa^°m°""°„m„'.ammm.m,.,mm��'tmm. PLANTING PLAN& s, - Nnl GoI Coo,2 Cor SCHEDULE-TAX LOT �'� I Not z r�avmmi canm Elanemasum T.mnea:' Dow.EeNeWDamun sera{ caR r„ems' 'ar®a•*omo�+eroro,r�.verbm.�m 1000-47-2-14 A -_ � \ t 89� � � �� tni , vamarR eSenE ronemo,mn wrest- D�IeBe,,wamm Gr Tao Bee �� wa-ac.ee..exe m+v Hr.ma . I L_✓ a.m.m.r,.aa..,rmam,e,..�.w , RE HIS �: Pearedm lab17b,0 8 M nESu p{mh oausmmxr wv�vpeiama m TtaseiAn B9easbe•aW,danW 1SGRa I Coe mw amvr AREA OF NON-TURF n�amsm n—v<u.emv�es�a.s me'.,rrrtvamnRlrr.ewm.ml.vvweon.se.aoirymmm, N CD - A✓rt vY'.ed�aasmem,vrpow q.r evnrV m _ \\\\ � _ PURPLEISAREA OF Gretna Eewvva .,r,rse.n,ysm„rw,v.macaw.mmnape s�T - \ ✓'� NON-DISTURBANCE aD 1{B] AmnitPnxa Erw la mra,Beall Grass BR Care awee"4 ma ,BB DamvUadmamomea GmammFan WI W I E '051 L-4.08 Glenn Goldsmith, President ®_s\�®f S® Town Hall Annex Ul�I®� 54375 Route 25 A. Nicholas Krupski, Vice President ®. P.O. Box 1179 Eric Sepenoski { Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 J AN 1 3 2026 -' BOARD OF TOWN TRUSTEES 1'. TOWN OF SOUTHOLD cment C , CERTIFICATE OF COMPLIANCE #2313 C Date: September 29, 2025 THIS CERTIFIES that the two existing bayside cottages—westerly cottage 102: 444sg.ft. cottage with a 67 1 sq ft roofed over porch a 9sy ft concrete pad for HVAC unit a 12sq.ft. concrete pad with metal cover, and an as built 24sq ft outdoor shower with dram to drywel1; easterlyl�coitage= 437sq ft cottage with a 63 2sq_ft roofed over porch a 9sq ft concrete pad for HVAC unit, a 12sg.ft. concrete pad with metal cover, and an as built 20sg ft outdoor shower with dram 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 14VAC unit, a 12sq-ft concrete pad with metal cover, and an as-built 24sq ft outdoor shower with dram to drywell, existing north easterly cottage 106. 550sq-ft cottage with an 80sg ft roofed over porch, a 9sgft 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. 550sg ft cottage with an 80sg.ft. roofed over porch, a 9s .ft. concrete pad for HVAC unit a 12s .ft. concrete pad with metal cover, and an as-built 20sq—ft outdoor shower with drain to drrwell• existing 315sg ft northerly garage with 9sg.ft. concrete pad for HVAC unit existing shed to be removed; existing northerly cottage 108:1730sg.ft. cottage with 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 dDMell• tidal wetland jurisdiction area/ground disturbance: total area. 10 200sq ft iplace approximately 92 linear feet(±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 continuin from rom Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands establish a 5 562sg.ft. Non-Disturbance Buffer area and an 8 597s .ft.Non-Turf Buffer area landward of the Non-Disturbance Buffer area for the storm water management on the westerly(#102)and easterly(#101)cottage, install t102 linear feet of drain lines to a drywell• for the first southerly cottage (4105) and first north easterly cottage(#106), install one 10' diameter by 3' deep dDmell with 105 linear feet of dram lines to drywell; for the second(#107)and third (#108) north easterly cottage and northerlv garage install one 10' diameter by 4' deep d!ywell with 76 linear feet of drain lines to drywell' and all planting and landscaping in accordance with Planting Plan& Schedule L4.08 L4.09 L4.10 & L4.11. At 1100 Silvermere Road Greenport Suffolk County Tax Map#1000-47-2-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 24, 2023 pursuant to which Trustees Wetland Permit#10380 Dated May_17,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the two existing bayside cottages—westerly cottage 102: 444sg.ft. cottage with a 67.1sq.ft. roofed over porch a 9sg.ft. concrete pad for HVAC unit, a 12sq ft concrete pad with metal cover, and an as-built 24sq ft outdoor shower with drain to drywell; easterly cottage 101 437sgft 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: 555s .ft. cottage with an 80s .ft. roofed over porch, a 9s .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 dn�well existing north easterly cottage 106. 550sq ft cottage with an 80sg.ft. roofed over porch, a 9sq_ft concrete pad for HVAC unit a 12sg ft concrete pad with metal cover, and an as-built 24sg.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 12sg.ft. concrete pad with metal cover, and an as built 20sq ft outdoor shower with drain to drywell• existing 315sg.ft. northerly garage with 9sq ft concrete pad for HVAC unit existing shed to be removed;existing northerly cottage 108: 730sq ft cottage with 9sq ft concrete pad for HVAC unit a 12sg ft. concrete pad with metal cover, and an as built 24sq_ft outdoor shower with drain to drywell• tidal wetland jurisdiction area/ground disturbance total area 10 200sq ft place approximately 92 linear feet(fl 100sg ft) of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of coir logs along landward edge of sand buffer; place approximately 8 linear feet by 6 feet(40sq.ft.) sand walk path continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a 5 562sg 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 f 102 linear feet of drain lines to a drywell• for the first southerly cottage 0105) and first north easterly cottage #106) install one 10' diameter by 3' deep dDyell with 105 linear feet of drain lines to dDywell for the second(#107)and third(#108) north easterly cottage and northerly garage install one 10' diameter b 4y ' deep drywell with 76 linear feet of drain Imes to dDmell• and all planting and landscaping in accordance with Planting Plan& Schedule L4.08 L4.09 L4.10 & L4.11. The certificate is issued to SILVER SANDS HOLDINGS 1, LLC owners of the aforesaid property. 4L 44rA Authorized Signature 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 nl Yc�I� -'Sr T T s�T . r vll c NM NTAL ONS- u�Tr � �tvlghaiiaf Rnvlrc�i�i»ntol.permlta;N��lAn1 SUNY;n$tonyBrook 6p Circle 1�gnt! S{oiiy Brack NY;11794. F 4691);A9R=03651E(61jA��10360 LETTER`OF NO`_JURISDICTIO_N TIDAL`WETLANDS FACT; ,tuly 27 202fi Alexander Perros - Silver Sands Holdings I LkG 19215 Sound' Ave; S_OUthbld, NY 1�971' Re, Applications#1-4738i04898/0000f Silver=Sands.Noldirigs I LC Property 1100,;1220&>1'135`Silue"rmere Road SCTM#'100.0 47 2=13, 1 8s 1;5 Dear Alexander Perros Based on the information you submitted the Department ofEnwronmental Conservation has: determined that the portion.of the above properties'landward of the funcfional;bulkheads greater than 100'feet m length, as°-shown on thersurvey prepared,by Young and�Young; last �, revised'5/17/2022, which was construuted4pnor}to August:20, 1977 as evidenced orizTidai 1IVetland Map#720 552, are beyontl the jurisdiction'of the Article25 Tidal Wetlands; , Act Therefore; in accordance with the currenf`T�dal 1etlands Land Use Regulations (6NYCRR Part;661,), not permit is requiredsto contluct regulated activities landward.of that. tulkhead: Be advised, no construction, sedimentatioi kind may take place seaward of the.tidalwetlands jurisdicfional boundary, as iadreatetl above,without a permit;. It",'is your responsibility to ensure that'alC;precautions are taken to.prevent any sedimentation. or disturbance withh-Article 25 JUnsdiction which may result from your protect: Such? precautions may include maintaining adequate work area'between the:junsdictional . boundary and.your.p�oJect�(i e. a 15'wide construction area) or erecting a temporary fence';, °barner.;;or haybale,b�erm: This letter shall remain yafid unless site:conditions change: Please note that this,aetter does not relieve yoia of fhe responsibility of obtaining any. necessary permits or approvals from other'agencies or local municipalities:. _ incerely . Ketivin�Kspert Permit;Adminstrafor - Fle. 1 �i€w�ppyV{i:aNK- t 6n4r11111m pU =: 9�!4fillulow; P�1V1Fg�111r�Dl�I: _ ,tom+ MOW NEW YORK STATE DEA'ARTMENT OF t;NVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04895 PERMIT Under the Environmental Conservation Law (ECL) Permittee and Facility Information Permit Issued To: Facility: SILVER SANDS HOLDINGS I LLC SILVER SANDS HOLDINGS I LLC" 19215 SOUNDVIIW.AVE 1400 SILVL?RMtRE RDI1000-47-2=11 SOU-1-1IOLD,NY 11971 GREENPORT, NY 11944 (917) 318-0027 Facility Application Contact: M.ICHAEL A I,�-IMACIC PO BOX 1047 SOUTHOLD,N Y 1 1971-1047 (51 G) 658-6807 Facility Location: in SOUTH OLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 720.383 NY'TM-N: 4552.598 Latitude: 41°05'41.2" Longitude: 72°22'33.3" Project Location: Tidal Wetlands Authorized Activity: Renovate the pre-existing motel within thc.sanie Footprint. Reconstruct the existing wood deck boardwalk in-place. Install a new access ramp..Install drywells/swales. All work shall be done in accordance with the survey by Howard W. Young last revised May 11,2022, and stamped NYSDEC Approved on 7/29/2022. ARNO-DEP Permit Authorizations Tidal Wetlands- Under Article 25 Permit iD 1-4738-04895/00001 New Permit E fective Date: 7/29/2022 Expiration Date: 7/28/2027 Page I of 0 NEW YORK STATE DEI'AItTMEN'I'OP C NVIRONMTNTAt,CONSERVATION Fa eitity DEC ID 1-4738-04895 NVSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Regional Permit Administrator Address: NYSDEC Region I ]-lead quarters SUNY a, 4ony BrookJ50 Circle Rd Stony Br o Y 11790-3409 Authorized Signature: Late Distribution List MICHAEL A KIMACK Marine Habitat Protection Environmental Permits Permit Components NATURAL RESOURCE;PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMIT'S NOTIF[CATION OF OTHER PERMITT'EE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS t. Regulated Activities Authorized By This Permit This permit authorizes only those regulated activities/ structures identified under the section "Authorized Activitiy", DEC does not issue after-the- fact or as-built permits. This permit (foes not authorize activities. or legitimize the existence of structures, which would have required a permit but 1101- which no permit or other authorization has been granted DF:C. 2. Conformance With Plans All activities authorized by this permit must be in strict conl'orniance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Howard W. Young last revised May 11, 2022, and stamped NYSDEC Approved on 7/29/2022. Page 2 of 6 AM NrW PORK STATE DEPARTMENT OF i;NViRONMENI'AL.C"ONSERVATiON 9WW' Facility DEC ID 1-4738-04895 C. noncompliance with previously issued permit conditions. orders ol'the comiuissiolner. any provisions of the C;nvironmcntal Conservation Law or regulations ofthe Department related to the permitted activity. G. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications far permit transfer Should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTCE OBLIGATIONS item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims,suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of, the facility or facilities authorized by the perniit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to [lie extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New Fork Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this pC]"mit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same. sanctions for violations of the 1.nvironmcntal Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required.Permits The permittee is responsible for obtaining,illy other permits, approvals, lands, easements and rights-of way that may be required to carry out the activities that arc authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to tre pass upon the lands or interlbre with the riparian rights ofothers in order to perl i-in the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6. December 281h, 2022 Cali 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 1000047 00200015000, 1000047000200014000, 10000,670002000 3000, 10000470002000120001,100004700020C1009000 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, 7 CLERK � �• �'�`�1� SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant �,Rs -r,'. / i' /-2- 44 S0 044," � BUILDING DEPARTMENT- Electrical Inspector r Ca Ag ' TOWN OF SOUTHOLD A. { Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 . � Telephone (631) 765-1802 - FAX (631) 765-9502 < " � roger[@southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: - `]. -2-7- Company Name: ;[ c S) / L----,/ C- Electrician's Name: License No.: Ll7„2 fl,?,E Elec. email: ee- sJ4 /e-g- vo c o Elec. Phone No: 43�. -L3 " 62 ®I request an email copy of Certificate of Oompliance Elec. Address.: P. D , O3 z 3/ a ,(j JOB SITE INFORMATION (All Information Required) Name: Avif fir J-f ° /h !� L.L L- 0O Address: Cross Street: Z J Phone No.: Bldg.Permit#: emai Tax Map District: 1000 Section: 7 Block: Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOT GE (Please Print Clearly): Square Footage: _' Circle All That Apply: Is job ready for inspection?: YES®NO Rough In Final Do you need a Temp Certificate?: ® YES❑ NO Issued On Temp Information: (All information required) Service Size®1 PhF-13 Ph Size: 1 D O0 A # Meters Old Meter# ❑New service[]Fire ReconnectOFlood ReconnectOService Reconnect lZUnderground❑Overhead #Underground Laterals 1 M2 H Frame Pole Work done on Service? Y ZN Additional Information: Qa PAYMENT DUE WITH APPLICATION /as' ()-L-- Oe ��a� ----------------------------------------------- BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631)765-1802 = Temporary Certificate # 1 L Date - 3 2023 Customer Name S)VAKO.f 5' 16( Electrician Name ) C015 Address Do 5)1Vefrfi_a � i �v- Phone J J a (o�q& e-mail b e-mail 16eljj f17) Phone / bd�`� License# Size__J__0D A Phase Overhead Underground V #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect l A Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. �• This verification is valid for 90 days om the date above. • Authorized by BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD s+ Town Hall Annex - 54375 Main Road - PO Box V1179 Southold, New York 11971-0959 a4 Telephone (631) 765-1802 - FAX (631) 765-9502 roger[@southoldtownny.gov - sea nd&southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: -Company Name:Name: ;[ S► /G L--F,/ C- Electrician's Name: �., , c r m s 1 License No.: q'7,,,2 /h c Elec. email IV, ,le � ..c o Elec. Phone No: 3/ 23 G2 ,f ®I request an email copy of Certificate of ompliance Elec. Address.: P. D JOB SITE INFORMATION (All Information Required) Name: f l cli 16 J-r )4)Al P1 i bOAddress: ;e Cross Street: z Phone No.: 1.7 �� � D o 2-? (J( n 1 I D Bldg.Permit#: (� V emai Tax Map District: 1006 Section: ? Block: 12, Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTTGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: 71 - YES D NO Issued On Temp Information: (All information required) Service Size®1 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect Elservice Reconnect(Underground DOverhead # Underground Laterals F0 1 2 H Frame D Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Address: Switches I � Outlets G FI's Y Surface Sconces "'�► 11, H H's UC Lts ` Fans Fridge HW v Exhaust Oven. W/D Smokes DW Mini Carbon Micro , Generator Combo Cooktop Transfer AC AH Hood Service Amps1 Have Used Special: A6 r VVV Comments 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: $404,4 0 (28.70 FT E COMBI DST UCTURES ALUA ON WHI TO ALS $ AS DETEAMIN BY C TIFIED LU ON OF NE K VALUATO ADVISO CO. Nrichael.AL. -A-1mack ATFORNF.,'Y AT LA W P.O. 1.3(:):k 1 Oil 7 Southold. N.-Y.1 1971 .. ........ Cell No. 51(,-658.6807 1?-mail: 111kii iac1 ?(yerizon,nc t Novemher 1.0, 2022 Michael Verity, Chief Building Inspector Southold T c:)wn building Department 54375 Maul Road, Southold. N.Y. 11971 Re: Silver Sands Holdings 1 . L,[.0 1400 Silverrllere. Road Greenport, N.Y. 1 1944 Dear Mr. Verity; The intent of this letter is to apprise you of tilt efaort made by Silver Sands 1-Ioldings 1 to conform to all applicable codes as tk.c, may pertain to the re!h.abditatior, oi'tile motel rind cottages. was engaged to address the r-cliabilitati011 plan a.r)d evaluate the components of t)le plan as to \vhat.jurisdictions apply, both Town and State, and wlich permits may be required to be in compliance. 11.1 that Context. I prepared my Analy:>is ol'tile Southold Codes along with discussions with 'Town individuals for in into their interpretation as to what permits) may l . needed. In addition. 1 also contacted DEV to gain insiglit. as to whether permit(s) are required. 'file culmination ofllly inquiry was compiled in a summary analysis submitted to. the I-,I..0 Januriry' of this year. A copy of my Anal ,sis is at:tacllc d fbr your review', 1 simPly Wanted to cmphasizc that the I..,1.(' has. from the beginning, been diligent in understancling theii-respollsil)illty to abide by the C'od !s of the 'hown and State in the ripphcatiO1i ofthe rehabilitation plan. \ Sir)cC,rel) yours, Michael A. Kimack SILVER SANDS HOLDINGS I LLC at VILLAGE of GREENPORT, TOWN OF SOUTHOLD Analysis of Southold Codes for ZRA 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. SURISDICTIONS 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. 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 PO BOX 38,OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 AU-LISt 30, 2022 PREMISE: 1100 Silvermere Rd, Greenpon 13P: 2000689437 AKA #23 Silverrnere Rd-CA3000870911 DEAR CUSTOMER: Please be advised: Effective .June 1, 2023, our fees may be increasing. To "lock 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 ;1 As of December 1,2019. all services are required to meet the attached specifications. Please review these i carefully, as all criteria must be met for the field inspection to pass. ii Before your application for new service can be released to our construction department,it will be necessary for you to corplete/submit the following: 1. Fees: Two 2"Domestic Tap R. VaLIItS c 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 constraints of our workload. Please plan accordingly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so your hydrant application may be considered. 4. Customer Service Line Measurement Form (Form 4215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the 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 and the coordinating tax map number. 7. Private Hydrant Maintenance Agreement and Fee: This will be sent under separate cover after you have had your hydrant inspected. Please contact Lisa Cetta at (631) 563-5672 to schedule your hydrant inspection. The fee will 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 itewconstructioncierks(Q7scwa.com OR Latosha at (631)563-5641 or via email latosha.Moseley-ortiZnsc,%va.eoM SCVJAForm(02;5 SUFFOLK COUNTY WATER AUTHORITY Rw.To/o� CUSTOMERS SERVICE LINE MEASUREMENTS THIS PORTION TO BE COMPLETED BY APPLICANT OR INSTALLER NAME Silver Sands Holdings I LLC/Alexander Perros _TELEPHONE NUMBER 917-318-0027 PREMISES ADDRESS 1100 Silvermere Road, Greenport, NY 11944 �. I MAILING ADDRESS 1400 Silvermere Road, Greenport, NY 11944 LOCATION GENERAL INFORMATION MEAS.FROM SERMIS G&rl HOUSE LINE SERVICE LIME MUST BE. z MANHOLE ❑ POLE ❑ FRONT I SOFT"K'COPPER AND/OR 200 PSI PLASTIC. MOUSE ❑ LEFT SIDE ❑ SIDE ❑ 2 COPPER INSTALLED TO PROPERTY LINE 3 SERVICE INSTALLED WITH MINIMUM 4'-6'COVER. GARAGE ❑ RfGHT SIDE ❑ GARAGE U 4 COMPRESSION FITTING-ONLY.UNDERGROUND. PORCH ❑ AS SHOWN MARK ON CURB 5 INSPECTION BY S.0`NA.BEFORE BACKFILLING. 1, OR STREET 7 6 BACKFILL WITH CLEAN FILL.NO RUBBISH,TREES.ETC. HYDRANT ❑ EXlrTiNG SERVICE ❑ 7 CUSTOMER SHUT OFF VALVE INSTALLED AT POINT OF ENTRY, i OTHER CATCH BASIN ❑ INSTALLED BY: LICENSE i fELEPHONE M + HOUSE OR DATE BUILDING A S THIS PORTION TO BE COMPLETED BY S.C.YU.A.. m z z �++ � H El El BP OR CAP � I STREET NAME t DATE RECEIVED: STREET NAME: SEFIVIQEDEPT,COPY , t W1 t r) Michael A. Kimack ATTORNEY AT LAW FEB 2 8 2023 .�3D P.O. Box 1047 Southold,N.Y.11971 �93�96�s�®��� Cell No. 516-658-6807 E-mail: mkimack2@verizon.net February 20. 2023 Re: Silver Sands Holdings I LLC Building Dept. Email of Feb. 17, 2023 to Richard Vandenburgh Amanda: Richard asked me to respond to your e-mail to him as I have information relative to your comments made and can clarify the issues raised. Your e-mail was regarding your review of various applications before you as follow: Tax Map 47-2-14 (1100 Silvermere Road, aka Cottages 101-108) 1. Must provide documentation from the Town Trustees regarding the as-builtlproposed / work for any structure within 100'of wetland boundary AND requires DEC approval c/ Yi The Town Trustees visited the site on February 7, 2023, and determined that a wetland permit application was needed only to legalize: (1) ground disturbance within their 100- foot jurisdiction, (2) an as-built concrete slab adjacent to an existing retaining wall on Lot 10, (3) a proposed refuse collection area next to the public road on SCT 045-06-08, and (4) the placement of an existing shed that is potentially on the border of Town property and SCT 045-06-08. The Trustees have a long-standing policy not to require a wetland permit for renovations to an existing structure (commercial or residential) if there are no additions. This has been confirmed on multiple occasions and site visits with various members of the Board; it was once again confirmed during the February 7 on-site meeting. As such, the renovation work to all the cottages and the motel across the properties are not a part of the application and do not require their permission. I submitted eight (8) applications to the Trustees on February 13, 2023, one (1) for each lot, and we have a scheduled hearing on March 15, 2023. I have been in touch with the DEC about the proposed renovations to the motel and cottages since April 2022. Their stated policy regarding the cottages throughout the Silver Sands property is that a permit would not be required if there was to be no additions. I did apply for a non jurisdiction letter from DEC for Lots 13, 14 and 15 based upon there being a bulkhead in place since April 1977. The DEC issued a non- jurisdiction letter for those lots on July 27, 2022 (Appendix A). As no additions have been made and the fact that we have a non jurisdiction letter for Lot 14,we do not require DEC approval for our proposed scope of work to the cottages. As an aside, DEC did require a permit for the proposed work on the motel building (Lot 11),which was applied for and received on July 29, 2022 (Appendix B). 2. Must provide documentation or correspondence from the Suffolk County Health Dept. and Greenport Village Sewer District regarding the renovations We have previously submitted correspondence from the Village of Greenport Sewer District (Appendix C) confirming that they have inspected the pump station, sewer manholes, and sanitary sewers lines on Lots 9, 11, 12, 13, 14, and 15, and found them to be in satisfactory condition. Per the Village of Greenport, the S-9 letter is the only letter that the Village produces for these instances, and it covers any hookup to the sewer line for the entire parcel mentioned in the letter. The existing sewer system has served the motel and all the. cottages for some decades. There has been no activity regarding the system that has or will require any permit from the Suffolk County Health Department.The County only responds to an application and in this case, none is needed or forthcoming. 3. Plans do not specifically show what was existing and what is proposed/as-built, must provide revisions to plans for clear interpretation. The plans will be revised to specify the proposed renovations to the "existing" cottages. Please note that none of the cottages are "as built".-According to Building Department records, there is no Certificate of Occupancy on file for the original buildings, and the Tax Assessor's records confirm that the 8 cottages have an "undetermined age" (Exhibit D). However, the cottages' construction can be dated back to 1930 (Appendices E & F), which predated zoning. Building Department policy allows a building to be renovated if there are no additions (which there are none) and the proposed renovations do not meet the definition of"demolition" (see#4 below). 4. Must provide a certification letter from NYS architect or engineer with stamp and seal indicating whether or not each structure on this lot meets the town code definition of demolition. A cost analysis is being provided from an engineer that indicates each cottage's renovation costs does not exceed the 50% of assessed valuation. Therefore, no zoning variance will be required. 5. Provide alteration level as specified in NYS Existing Building Code for each structure (may possibly require sprinkler systems in each structure) An engineer's letter will also be provided to confirm the alternation level per the NYS Existing Building Code for each structure. Please contact me immediately if you disagree with any of the above responses so that we can promptly reply and resolve our unaligned positions. Sincerely, Michael A. Kimack APPENDIX E 111c•rc I3uief;.►Ic��tis, f ji'c•c•iiport, circa 1930, and Silverrncre a( •r tN'I)c• ()f rc•sccrt, Sih-c•rinerc Bungalows was located can the j)()ri, III tllr 1!uios, dic• bungalows weiv expanded to lncW I,,, -s ticc• precursor to the nlan\' motels that woul �t4 tl urlcl We,r 11. Opuribi of the ( ulcliquc A. w Suffolk 1-►bW. ON 209 OF TI W ORK STATE UCA17ON A 2 TANG W HEREON PROPERTY TSTRUCTURES 1 UNAUITHORiZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7 iE NEW Y TE ED LAW-O DISTANCES SHOWN HE E N FROM PRO E TY LINES O EXISTING ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OM Fok 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)CFRTIFICATION D1DicATED _ () ( ) (W),SEPTIC TANKS(ST)&CESSPOOLS ) N HEEREON 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 ADDITIONAL]INS!TTUTIONS OR SUBSEQUENT OWNERS. 5 THE LOCATION OF WELLS (CP SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. V " 400 Ostrander Avenue,l Riverhead, New York 11901 tel. 651.1 7.25C5 fax, 651.727.0144 a min®youngengineering.com I i 1 / 4 1 1 Howa W. Young, Land Surveyor 1 I Lot 1 I 1 Douglas E. Ad ms, Professional Engineer Thomas G. Viol ert, Professional Engineer 9 Robert G. Tost, Architect bert 5tromskl Architect RCF cMr - --_ _ -_ - i CMF I / SITE DATA C L;ft 2 RCF - r I V S Lr * SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. - I no I .Q " = I a I 1 * SCTM NO. 1000-47-2-9 - - 10,351 SQ. FT. -1 w or formerly I L o 1 1 * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. I L I Douglas Dwyer& Eileen Dwyer o W I 3 a I now or formerly 3 h° L v Z ' Thomas R. Shearin& / * SCTM NO. 1000-47-2-11 / = 37,912 SQ. FT. Lot I I FRAMSHED ca Wanda Sue Shearin / / = 22,339 SQ. FT. / I IPF II SHAME I h i FRAME / * SCTM NO. 1000-47-2-12 FRAME r / * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. SHED N89053'40"�Mpf` NCMF N 182.00' IPF w 1 SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. ' f S86°35'QO"E 123 * SCTM NO. 1000-47-2-15 / I 77 1 S MPF e pGEOF q DI 1 = 88,340 SQ. FT. Jiti a wOOpS Q i � Lot 4 1 1 a x Edward now or form 3 i > - - - _ I WOODS , rdJUrzenra& Teany FRAME -7.7' I r an f Burden `�f SCTM NO.1000-47-2-15 $ SHED ' I SCTM NO.1000-47-2-14 � \ / rt� 1 Lot 5 1 cU� 1 c S80°55-00 I _ t- of I o 1'0 N 174.9$' .e : I LL 1 0 °moo NC- �"� 4�1 L,; w ER , N a 6.0, - 1 SCTM N0.1000-47-2-8 r Lot'6 I STOR G f� Z2.1' 18,1 19 �1 DI p�j MARSH 1 to d a � FRgM O >~ 1 h 1 p GgRA6E STONE ti �11 117 1 -- �-� _�-_- I CONC. pRIVFWgY °sv - N80-55,0 1f COVER � - 0„ O ,� 1 a I �° °Iv >z. Zi 24.6' ^1 - - _ 187.21'CONCO o L c STONE DRIVEWAY `� .� V, 4 4 11.0, w COVER N h I L L C •.V 18.0' !1,0, Q Lot 7 01 I wZ 6.1 6 O w n� cow. g 0 ry q J h CSW 1 PLANTER a�6 1 m COVER SCTM NO.1000-47-2-9 0 'IC I1 ! LO % O CONC. CO18.1 00 14 N VER s, =',m 1 O L o- � J CONC. D T ,, - FRAME I COVER O 4.p, CONC.WALL o5 n CEDAR O F> _ sT -r SHED 2.8 O CONC. CONC. Q oQO N80 5 00 1,�i TREES pp iL� cr _o 2 -1 o I COVER COVER l9 CMF S .�' I d'A '0.1�' - 146.77' o 0 3 I IPF h �O GQ a 6 r -76,�' ��o 001, WDF ! ' N o - Lot IPF 1 j F�yoti ' \ //' /l� 00�� SCTM N0. 1000-47-2-10 �" �S o N80055' 147.59' sronl 5 I WOF WOODS p DO W I - 1- L 3.6'E �� itl 167 76' -- -- - I c� r t . ?r / p/F 0 IPF I I 4p- LU 14.5 QP�\ CMF �01 / d I IPF O c • } I -- r�Q S�� ( / / IPF L �OJ 2b. 60, / P� 1 wv8 5 0p„E 3 a a Lot 9 1.6' WMR 39• 0 o I /Tx�. 16.5' 189.491 1 > �F � STONE 1 1 V 1.9= 12.3' W^4 STONE 149.b6' } 1 WOF / " a I 3 Ord r'C / o OCONC. 2.2' �t TIMBR� q 11 --_ -- POOL I �' �\ �/' I w 11.3' COVER ��N 0 WA. 1 CSW � f _ J ✓ / �H RO EQUIP I / I <a N p I 20.4' I WDF FNCLOSV / 60" / � ti 1 - 0,8'W 1 i 1 w j M 99.8' 19.6 10.3' °° 14.3' I N a o N N j Lot 10 EdG� I C�i' qP�� ' 0 17.9' 1 1 Ot� /// -13.2' 11 43.3' •f P 1 I _ I CONC. N I CP - � - 28.4' ( /'/ 6.0' COVER M 1 II , WOOD O _ - 20.1' / DECK I �t 1F Cti PRF o'p CSW �m15.8' m 22.6' I CONC. r,I 00 SUIRVEYOR S CERTIF CATION 36.3' C'D 16.3' COVER pro I Z pq a , - - _ LOT 11 4 G' O -^ O m FRAME ^ 1 6.2' N P o0 e I an+gvi�f 3 o a WMR 30.6' - n 18.0' BUILDING 5' I to v) N a � S m 20.0' I o Zo I WE HEREBY CERTIFY'TO SILVER SANDSI OLDINGS I, LLC THAT I �n O lYi '--- 3.2' � � 2.1� 12. WOOD- N (V - �"� J DECK o1 �' THIS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE i W CJ 19.1' 19.9' 1 9.0, 3 I ° O �i c°S J FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE "' I ��'A�T3iQ,N OF 1 3 PROFESSIONAL LAND SURVEYORS. ��� rJ E 1W I F - - uF w o RO 7.1'� I w g I y w 12.8'- 14.0' I SCTM N0.1000-47-2-11 y�q � 8.2 m F M - 321 1 c 4;12.7' - CLF CLF Q� O 18.4' 29.7' a I P � 7- Lot$ 12 3.1'E FRAME z o I v O ti ' STORA� � w CSW I BUILDING FRAME 11.9' G� I N N 5.8' o� 36 T - 1 18-4' � 1IL I J I i F s �i� 18.2 A If) I 12.7' m N 5' 1 0 12.5' 1 I cP 1 B, WOOD DECK I 0 I HOWARD W,YOUNG,M. .L.S.NO. 893 �O N I CONC. o l 1 I N D / >. SCTM NO.1000-47-2-15 w SCTM NO. 1000-47-2-14 - COVER 1 i o 1 204 1 N j Lot 13 O M I I 20.3' 4.0 rPRF I 1 I o i 1 � ° I SURVEY F0 O CONC. ! I W COVER SCTM NO.1000-47-2-13 I SCTM NO.1000-47-2-12 1 0 `6 0 N p I - _ _ L Uj O CSW 24.1' 1 / I .o - o BUILDING N` 1 0 �� '"I I WOOD DECK 4't II' O V rn FRAME 0- 3.6' 1 N 72.8' 26.0' 15 I s a - - 30.4' E 24.0' •5 1 569 08 29 W �/ 76.7' 3.0'12.3' 15.8 I~15.6' _ - SILVER SANDS HOL INGS I, LLC 10.9` in 28.1' N CSW 29.15 I IPF m FRAME I I BUII-DING CH NBUILDING,- LotFRAME \ 1 1� I 24.1' , s81°21'16', at fGreenport, Town o Southold CONC.WALL o :Suffolk County N w York 2.9' I 24.93' 1 51.31' - -_ 14 w 3.0 24.0' „ ,�� , m _ - 4 a 4 0 0 243' a P 11.0' , 1 11 -5.93' S84°11'16 W z I - Lo Ne ) $�5 w m �\ 1 csw I �\� WOOD evtiK AD 1 2g 14 I 2Q 10 I CERTIFIED S RVEY o LL - 1 28.2' 1\� I w oll �1 I / NN XIMATE HIGH IV 0°16 50,�' 572 SV WATER MARK AS LOCATTE LINE ALONG OTED ON 10/29 2021 1000 7 2 8 1.6 W \I\ 1 CONG.N A CONC.W A� 1 II o f 1000 'I 7 2 9 �" '" LEGEND 1000 �' 7 2 10 L Woo Lot 15 DECK a ��� 1 25?S��wJ 1000 7 2 11 N IN \ �, .3' 27.9' �� 1 2�. `1 5� lT N88013'37"W i c1C �=ST IRON COVER 1000 7 2 12 N L \ 5 6o. 29.30 CE =CELLAR ENTRANCE 1000 ;� 7 2 13 -CHIMNEY 1000 7 2 14 p V 3 WDF \\ \ \` 7 23'-6 ,O 72 S64°38'07°V1/ C F =CHAIN LINK FENCE County Tax Map District 1000 Section 7 Block 2 Lot 15 r oL �\ a` 9 26.48 CMF =CONCRETE MONUMENT FOUND 5b4 CMS =CONCRETE MONUMENT SET FIELD SURVEY COMPLETED OCT. 28,2021 =CONCRETE MAP PREPARED NOV, 17,2021 � C? ETE PAVEMENT 0° 5'q1 CSW =CONCRETE SIDEWALK Record of Revi Ions 6T = DRAINAGE INLET / WIF oo°EPq\� Go�Z�b r `'� IPF - ED IRON PIPE FOUND RGE�OF PAVEMENTEVISION DATE WIF 90 y(j5 Z GO V MP = �b �`� P.�PES OLF METAL PROPERTY LINE PRF =POST&RAIL FENCE ���Po 'Po h5��2 RCF =REBAIR&CAP FOUND RO =ROOF OVER 5 1 o WDF = WOOD FENCE °O ZZ WMR WATER METER 0 �g9 579051'17"W WSF =WOOD STAKE FOUND 25.99' W55 =WOOD STAKE SET 40 01 20 40 I 80 120 =UTILITY POLE Scale: �" = 4 = FIRE HYDRANT =END OF DIRECTION/DISTANCE JOB NO. 2021-0267 DWG. 2021_0267 cs ' 1 OF 1 iJDICATED iS. )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 SE USED IALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT 1 I \ I � 1 I I I ' I I I I I I Lot 1 I I 1 — _ CMP )t2 ICMF - - - I _f 1 �.� •� 1 i "1 � > y L � I o � = now or formerly I L ti V I ° L I Douglas Dwyer&Eileen Dwyer ° o 1 now or formerly .o J Thomas R. Shearin m I Wanda Sue Shearii FRAME I F7 1 FRAME I I SHED FRAME ISHED • I RCF Q, SHED IRN89053'4011I N CMF 182.00' F '--- S86115'00"E 123.77' O MPF w EOGE Op WO! uYi O0S ))II w I a 2 W 0 0 b 5 7.7' �. [:T— 5CTM NO,1000-47-2-15 SCTM NO.1000-47-2-14 1 � 131 h M o �Z N I CONC. +r) H F COVER , IV 6.p' P4ME 3' m S a O S O GgRAGE TONE ti CONC. JIV COVER DRAY 1t7 sr T ONEORrVEWAY �.0 I a 0' I N'; _,ry ~ CSW CONC. -I GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: C 0 T R A C T 0 R N 0 T E S 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 Fitr/Larch #2 or better. GENERAL NOTES: 2, FIRE SAFETY: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATES, LLC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 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 PC.Box 1675 phone: (631)433-9084 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. 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. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,19 formerly I A K Associates,i 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. '77- 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: 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, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or bettel therein, are the property of KEHL DESIGN REMOVAL TASKS, THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: c. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. E 1 ,500,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI E3. 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 Flb 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 03-01-23 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVi ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E 1,900,000 PSI 03-13-23 Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUT-TING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Flo 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, IRSPEC jai 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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 Li AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMANI 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 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, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 12. WILL BE ALLOWED TO COMMENCE UN-TIL THIS HEIGHT IS APPROVED. CONSTRUCTION MEANS,THE USER SHALL IN FACTMETHODS, TE AGREE TO CHN HOIQUES,LD KEHSEQUENCESL DESIGN ASORSOCPROCEDURES AND IATES I HARMLEFORSS FANYOR ASAFETY PRECAUTIONS ANDNY RESPONSIBILITY IN REGARDPROGRAMS IN TO COCONVENIENCESNSTRUCTION WOTORK THE WILLOTHER BE CONEIGHHBORS.NFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH RME UkISPECTION 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 Li HARMLESS FOR COSTS AND PROBLEMS 1:1EIDIUME0 BEFORE RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 0 P E N I G, 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES I SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE 1THE 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 ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE 1THE 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 PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUC--TURE. 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 Wl NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER TH11S AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE Certification RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, May Be Required. 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. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION 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 DESIGN UNDERLAY- FLOOD WIND EXPOSURE All exterior lighting LOAD CATEGORY WEATHERING DEPTH DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL SPEED (mph) G; FROST LINE TERMITE D H NEW YORK STATE. 2018 International Energy Conservation Code (IECC) installed,replaced or 25 lbs/sqft 130 (mph) C SEVERE 3'-0' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A repaired shall conform TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS L,, AND MINIMUM CONCENTRATED LIVE LOADS9 COMMERCIAL CONSTRUCTIO-N DETAILS to Chapter 172 DESIGN CRITERIA • LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD SECTION C503 ALTERATIONS DATE: APPR VET AS NOTED of the Town Code PRESCRIPTIVE DESIGN OCCUPANCY OR USE LOADS (psf) (Pounds) -22) C503.1 General B.P.# ,I#,,, & 9, m (SEI/ASCE 7 FEE: � � BY: 735-1802 USES(s) AND OCCUPANCY CLASSIFICATIOl 9. Dining Rooms and Restaurants 100 Alterations to any building or structure shall comply with the requirements of this section NOTI Y BUli D"�RTMENT AT C503 and the code of the new construction. Alterations shall be such that the existing 8 AM 1'0 4 11 FOR THE Ili-hean USE OCCUPANCY 10. Dwellings (see Residential) ACCESSIBILITY CONSTRUCTION D ETA I LS_ building or structure Is not less conforming to the provisions of this code than the FOLLOWING INSPECTIONS. f 121) ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing 1. FOUNDATION - TWO REQUIRED �Q,� MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential FOR POURED CON"CRETE TYPE OF CONSTRUCTION (CHAPTER 6�) ONE-AND-TWO FAMILY DWELLINGS TO CONFORM TO 2009 /All 17. 1 building, building system or portion thereof shall conform to the provisions of this code H - FRAMING & PLUMBING as those provisions relate to new construction without requiring the unaltered portions of - -:»,iLAT;0N the existing building or building system to comply with this code. Alterations shall not 4. FINAL - CONSTRUCTION MUST TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 BE COMPLETE FOR C.O. PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020) ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. ?--, Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 1,J,K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDIITION OF THE INTERNATIONAL ENERGY "LL CONSTRUCTION SHALL MEET THE build withoutthe authorization of local governing agencies, such CONSERVATION CODE AND ASHRAE 90.1-2016 FiEQUIREMENTS OF THE CODES OF NEW as Suffolk County Dei Health Services, Town Building k EXCEPTIONS: The following alterations need not comply with the requirements for new YORK STATE. NOT RESPONSIBLE FOR FEMA, HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENIERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building ullding is not increased: DESIGN OR CONSTRUCTION ERRORS. such etc. Verify all conditions, codes, and agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK requirements with Departments, DEC, (NY)TABLE C402.1.3 aj 1. Storm windows installed over existing fenestration. COMPLY WITH ALL CODES OF PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 2. Surfaced applied window film installed on existing single pone fenestration NEW YORK STATE & TOWN COCIES Al WAUS ti SbkB�011 Ol Vi THE VERTICAL DISTANCE FROM GRADE Cl ROOFS GRADE GRADE FLOORS I I FENESTRATE AS REQUIRED AND CONIDITION,<3 OF PLANE TO THE AVERAGE HEIGHT OF m ZONE ATIll WOOD FRAMED WALLS BELOW MST/ Ol I OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the code does not UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS THE HIGHEST ROOF SURFACE 3 STORY 10i MIDOTHM GWE C Ill DOORS FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. 7" T I! I %S I LV A -1 V-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4 EXCEPT R13 U-FACTOR U-FACTOR 11.11-FACTOR 3. Existing ceiling, wall or floor cavities exposed during construction, provided 2020 BUILDING CODE OF NEW YORK MARINE R-9 R-3.8 d R-7.5 FI-30 10 FOR 24" R-4.75 STATE. GROUP R OR R-20 BMOW 0.38 0.45 0.7 that these cavities are filled with insulation. 0 A R D TEL 4. Construction where the existing roof, wall or floor cavity is not exposed. _L' i3O�VN!TRUSTE'S I. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN SHGC SHGC SHGC THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 PF<02 PF<02 PF<0.2 5. Roof recovered. TOTAL HEIGHT FROM RIDGE TO GRADE _1.3'-6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED BUILDING ENVELOPE FENESTRATION MAXIMUM 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 SHGC Si SHGC where the alterations or renovations to the building do not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SIHIGC REQUIREMENTS 02<PF<0.5 0.2<PF<0.5 D2<PF<0.5 JCCUPANCY OR LOAD REQUIREMENTS. KT: ZONE 4 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FIENESTIll SHGC SHGC SHGC JSE IS UNLAWFUL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE 1.1-FACTOR PFL0.5 PF?-0.5 PF?-0.5 CABIN 108 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED 0.58 0.58 `11THOUT CERTIFICAT RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FIENE91i 0.38 SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC FINE #2 AND BETTER THE TRUSSES. OPERABLE 0.45 OCCUPANCY THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENl ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: Ell 0.77 DOOR smr, AND CARBON MONOXIDE DETECTORS 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL GENERAL NOTES 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHIGG VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<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 UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. N NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED 0.43 NOT ES: NEW FINISHED BASEMENT NA T PLUMBING, THESE PLANS ARE AN INSTRUMENT OF THE SERvICE AND ARE THE PROPERTY OF THE EX. BASEMEN TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS, F�PF�0.5 EX. FIRST FLOOR 655 sq.ft. PF PROJECTION FACTOR ALL PLUMBING WASTE DESIGN PRDFESS10NAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ---------------- &WATER LINES NEED PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA T4TING BEFORE COVERRIG FIELD CONDITIONS AND DIMENSIONS AND BE SDLEY RESPONSIBLE FOR nELD FIT, THE NEW SECOND FLOOR NAm. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR Ol DUE TO UNKNOWN OR NA UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC (HOUSE ) NA SEAkL: DATE: ATTIC (HOUSE NA NEW GARAGE ADDITION I SEPTEMBER, 09 2022 PROJECT NO: ATTIC (GARAGE)(a) 1 1135-2022 EX. UTILITY ROOMnf1 _6,R� 14 sq.ft. J I 0r DRAWN BY: EX. SCREENED PORCHES 77 sq.ft. �k J. 1/_� 3DK EX. OUTDOOR SHOWER NA C�E� BY. EXISTING DECK NA CK D NEW DECK NA COVERED NEW DECK NA S EET NUMBER: EX. COVERED FRONT PORCH NA N_ PLUMBER CERTIFIGATION 05 COVERED ENTRANCE I NA BEFORE POOL HOUSE/ CABANA ON LEAD CONTENT Ii G 1 ACCESSORY STRUCTURE NA CERTIFICATE OF OCCUPA NG SSIO (a) WITHOUT STORAGE SOLDER USED IN WATER DOB NUMBER: OF (b) WITH STORAGE SUPPLY SYSTEM CA 11)7 EXrFFD 2110 OF 1 0/c L E,49. C KEHbDESIGN-ASSOMTES,uc SIMPSON STRONG TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF M T S 2 0 L T S 2 0 TWO 8d NAILS THIS SO. SIDE OF TRUSS. PROVIDE (1) HGA10KT ON FASTENERS ALLOWABLE LOADS 1'z LOAD f _ LATERAL WITH TOTAL FOUR o /• o SIDE OF CEILING JOIST i0 l: MODEL GA UPLIFT UPLIFT WITH8dxl CODE 8d NAILS o AND ON SIDE OF RAFTER c ® —� TO AVG REF. INTO TRUSS. N0. TO TO (133/160) NAILS °° I n ,�' ( > RAFTERS ULT. - - / PLATES STUDS (133) (160) F Fz (133& STU TRUSS -- -:- SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-Bd 2-8d a-ad 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KE PROPER INSTALLATION PROCEDURES M DESIGN ASSOCIATES Lw •j — residential & commercial design • consulting - - .j H6 16 8-8d 8-8d 3983 915 950 650 5, 44 -- DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO °I ° ARTR'x12 ° P0.Box 1615 phone; (631)433 9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o / e MODEL GA AVG z REF. INTO ` Southold,New York 11911 ULT PLATES °0 E-Mail: ssbn654@opfonline.net NO. MAX. CLEAR . LFTA LFTA ° °' ° • WIDTHSPAN L QTY DIA 1�" 2" 2�„ 3" 31" 1 2" 21„ 3" 34' EIGHT 8d NAILS SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 PT 14DO 5, 44, 85 INTO 16-10d 420o sruD %"" ../ . A,. m1f,11//' "%'' OWNERSHIP & USE OF DOCUMENTS: LFTA 16 2J" 17" 38j' 0 DALLO FIR LARCH / LOADS' PINE ° These drawings and specifications including the FASTENERSz ALLOWABLE UPLIFT LOADS3 0 MODEL L AVG 10d 1Od x 1�" CODE REF. LSTA21 °° ideas, design and arrangements represented LFTA therein, are the property of KEHL DESIGN No. ULT. \. ASSOCIATES, LLC. No part thereof shall be Tod Tod x 1 " (133 / 160) (133) (1so) o, Simpson Strong-Tie copied, disclosed to others r MT516 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °° HGA10 p O used In connection ° with any work or project other than for which % MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 °° DETAIL "K" they have been prepared without written consent. ART�'x12 ° REV. LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 °° t//� COUPLER NUT DETAIL "Ell STU 8 — DOUG-FIR-LARCH Equal number of °° �SIMPSON 03-01-23 SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nails In TAKE—UP WASHER 03-05-23 MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each end 03-13-23 N0. TION (100) (125) 160 IJAR Simpson Strong—Tie G 515 645 670 CS16 ARTg"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSI'�'9(DF/SP) (133) HOLDOWN Ti'x12 HOLDOWN DEFLECTION STUDDEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE o GA GA HB SB W H B SO CIL DIAS'a DESIGN WHEN RAISED OFF LOAD DESIGN °D° QTY DIA 1�" 2" 22" 3" 3}" 5�" LOAD THE SILL PLATE o 0 HD2A 16 12 4�" 2J" 2J" 8" 2t6" 2 12150 1555 2055 2565 2775 2775 2760 0.058 1 0.077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. (133)z OF / SP (160) RODE SP4 3, " 7}" -10d x 1 j" — 2917' 735 885 7, 40, 127 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA w L NAILS F100 R (133) (160) REF. W(JRK NOTES: LSTA21 20 11" 21 16-10d 905 1 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTALL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS 100�R (133) (160) REF. Simpson Strong—Tie STU 8 — MSTA24 18 1 1 " 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HD2A TAKE—UP WASHER N0. (LENGTH ELD CA CUT LENGTH I (TOTAL) (100) (133 / 160)z oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 1S0' 1 I 16 CLEAR SPAN ++31" 7, 40, so NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. -FIR AR H PIN A W A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 1711 10d 16d ULT' (133) (160) 10d I 16d 10d 16d I 10d 116d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4j" 2 4-16d 4-16d 6076 1140 116o — 1000 — 1150 — 1250 7, 40, 127 DETAIL "I" GNU HUS210-2 14 3d 9{ 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT ARTJ'x12 STU5 — D UG-FIRLARCH/So.. PIN ALLOWABLE AD 8 FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF, No. GA ULT. _ TAKE—UP WASHER � TO RAFTERS TO PLATES TO STIUDS (133) (160) F F2 160 Acceptance of these drawings does not authorize the right to HGAIOKT 14 4-SDS4'"x14" 4-SDS4""x3" 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, and USE A MINIMUM OF SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS CNW- SIDE OF TRUSS. f COUPLER NUT TOTAL FOUR /• • ® ' SE A MINIMUM OF SP4 PROJECT: 8d NAILS Two 8d NAILS THIS MTS16 STU '- LSTA21 SIMPSON " ANCHOR BOLTS NTO TRUSS. SIDE OF TRUSS. M TS16 SIMPSON TOTAL FOUR �• m HD2A TAKE-UP WASHER Strong—Tie Ed NAILSINTO TRUSS. LSTA21 HUS210-2 6MEDAlft ° MOTEL TWO o ° F 8 AILS 1 ' PLATES °0° 1 �IIERE ROAD EIGHT TWO °II o J 8d NAILS 8d NAILS 100 SILVERI o INTO INTO DETAIL "All STUD Simpson Strong-Tie PLATES °gym° ® GREENPORT, NY 11944 H7 EIGHT-8d NAILS ® 11 Il 11 111 11 11 INTO DETAIL D GF DETAIL DETAIL CABIN 108 STUD J Simpson Strong-Tie ° H7 Simpson Strong—Tie LFTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-14 LFTA LFTA Ridge Strapping DRAwwG TITLE: LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS �+ BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE -- SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALCULATIONS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. 3.. THROUGH ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft, 1 �t FLOOR II 1st FLOOR 1st FLOOR STRONG-TIE DETAILS ROOF ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. 2. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE 3 ROOF AREA = 766 sq/ft CALCULATIONS AND I ' 2 3' �T�RDDM 2..LTP4 PLUMBING RISER DIAGRAM V = AxRxc 1 1st FLOOR A = 766 sq/ft I F-L00 R I LTP4 3 4" F.A. VENT 6 R = 2" RAINFALL = .17 ft LTP43" 6OVE GRADE 4'�.A0. C = COEFF. = 1.0 NOTEs: C.O. " TO GREENPORT VILLAGE SEWER SYSTEM DETAIL, 1IC11 3 ' 3" 3 TO SCWA APPROVED V = 766 x 1 x .166667 = 128 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE SEWERAGE SYSTEM DIESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie PLUMBING RISER DIAGRAM (N T S) FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B'r Floor—to—Floor Connections Ridge Strapping 128 / 42.25 VERTICAL FT, / FT = 3.0 V,F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail USE (1) 8' DIA. POOL 3'-0' DEEP = 3.0 V.F. UMFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie 4V OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connectionls 128 / 22.3 VERTICAL FT. / FT = 5.7 U.F. SEAL: DATE: SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (2) 6 DIA. POOL 3-0 DEEP = 6.0 V.F. PROJECT No: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION DETAILS THAN THE REQUIRED AMOUNT CALCUILATED FOR EACH CASE. 1 135-2022 POOLS TO BE PLACED ON OPPOSITE SIDE OF �� goo �,; DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO ��,o\��'' S. "��;;, � BDK NEW YORK STATE C ECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION DETAILS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC µ r s LEI NUMBER: F c All framing hardware shown on th ese plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). unless otherwise indicated, is Simlpson Strong-Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD + ESS�� G� No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ��� Due to the relationships of framing hardware to (SEI/ASCE 7-22) r the other components of the strulcture, any framing WHERE TRAFFIC IS TO BE PRESENT. " [JOB NUMBER: OF hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETA LS IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1 null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION © IEHLDESIGN•ASSCIMTES, uc performance of the entire system.. BE DIVERTED TO EACH POOL, TO CONFORM TO 2009 Al 17. 1 t 40'-1 1 2 6'-52' 13'-71 z ,26'-5 ' 11'-11'4" -104" B A _ - -71 1 1 KEHL DESIGN ASSOCIATES �c TW2036 TW2442 residential & commercial design • consulting 24"x 41" 28% 49" DBL Hung DBL Hung -------------------------------- 2668 I 7 1„ '-7," Utility I __________ PO.Box1675 phone: 1631)433-9084 3�., -84 2° 14 4 Room I Existin g Existing I ( Existing CD 2 r1 I Existing g Existing SDufhold,NewYork 11911 E-Mall: ssbn6S4@opfonline.nel N 0I 2" P.C. Slab O 3' _ I I 8" CMU, Existin 2' P.C. Slab utility I 64 n 1 o I Foundation 16%8" Conc. Ftg I Room 3 " " I I Min. 3'-0" Below L Final Grade. I Kehl Design Associates,LLC a formerly D A K Associates,LLC o I /D/ %i.._.��/�// %���- ��:�/ ter/�//'r• TW 442 0 1 1 BATH DBL Hun I 3' 1 I I -----_J OWNERSHIP & USE OF DOCUMENTS: 9 --{ I I �v °' l"� 32 BEDROOM �� 32 I I a'x CMU I L-3--'-1 These drawings and specifications including the LI VING I 0 0 I Existing E Foundation I I 0 ideas, design and arrangements represented R O O M 'o 3'" I 8" CMu. V therein, are the property of KEHL DESIGN Foundation ASSOCIATES, LLC. No part thereof shall be �r48 T1�11 I 28°xa4 I I copied, disclosed to others or used in connection L-� DB`12Nuag �� I I Existing o -4'< N Existing 11'-4'{ N Existing o �'-4'( Existing I IN I with any work or project other than for which I _ i I x$�ird r (3)2x8 Girder (�2x8 Girder N (3)2x8 Girder -J i they have been prepared without written consent. I I d I I dI I I ----� REV. Existing Y--2'� Existing :0y-2'--�1 Existing I C-----------------------� 3 I I "x16" CMU. x16' CMU. O 8%16' CMU. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I I Existing 00 Block Piers Block Piers Co Block Piers _ I 16%8" Conc. Ft " on x ——— —— __ __ - 1 -23 THE 2020 BUILDING CODE OF NEW YORK STATE N w " on " °n ————Existing TW2 42 12'-1" 10'-1 " I Min. 3'-0" Below 2'x2'xl' Con. 2'x2'xt' Con. 2'x2'x1' Can. I Existing I 03-D5-23 DBL Hun Ref r _ I c Footingc Footing I ou CMU I 03-13-23 rxro 4 I - Footing g I 16"x8" Conc. Ftg. 9 - I Final Grade. w N ° 'o Foundation 9 � Min. 3'-0" Below E DINING I I x x I E Final trade. E I I Existing ( I 3 I I ALL HEADERS ARE TO BE I I Existing 16%8" Cone Ftg.—� o o SIN AREA KITCHEN .1" �l J" 1" I 16"x8" Conc. Ft Min. 3'-0" Below ~ ~ (2)1/y X 74 LVL UNLESS I w Existing Final Grade. I BEDROOM w pn I Existing Min. 3'-0" Below B" CMU. Existin n e, OTHERWISE NOTED I 9 I - / �� �w I I 2" P.C. Slob Final Grade. Foundation 2" P.C. Slab ° 6 DHP41042 1" TW2442 1 ry I L Existing I 58 ' 49 16'-114 28 x 49 11'-32 ;17 I ° TW2842 ' I I ° a° Existin DBL Hun DBL Hun ------------------J 0 Existing �'-4'T g g �N �� DBL 2"xHung �I NOTE: PROVIDE FIRE BREAKS I U- (3)2x8 Girder N - (3)2x I Girder I 2868 N AS PER L _ o o I I M BEDROOM THE ---------------------� 17 o -------------------� I 30�" 49" 1" -r'_ _ 3" BUILDING CODE OF I I Existing I00 I I I x 2' 3 9 6 16"x8" Conc. Ftg. x y--2'� x N i i Triple s$ O 4- o Min. 3'-0" Below EXISTING I I c � Existing I I NEW YORK STATE Track nm rx r a Final Grade. o oo I o CRAWL SPACE I I N 16"x8" Conc.-r I — — — -- — -F -- — — — — I SCREENED PORCH ' I I X x Ftg. Min, 3'-o"I 30�"x49" o Existing Existing Existing w Below 1 I p 1„ I 2' P.C. Slab 8" CMU. Final Grade. I I ' Triple I " I 8" CMU. I I j Track 32 3 " I Foundation I I Foundation I r1 I I 12'-7 2' 14„ TwX844_9.2 10'-114„ I -- -- ---� L— ----------� I 2"n DBL Hung I -- -- ------------ - - - - - - - - ---------------------------------------------- -1 WORK NOTES: — Door 334"x49" 331"x49" 334"x49" ` L- Triple Triple Triple Track Track Track B A I 102 0 7'-114„ 04„ 2'-4„ -02„ 4,_61„ 7,_34„ I, �'-84., 13'-2" 12'-11" 14' 0'-1 " 13'-2" 12'-1 1" 14' 0'-1' EXISTING FLOOR PLAN UNIT 108_SCALE: 1/4"= 1'-0" EXISTING FOUNDATION PLAN_ 0'-1 SCALE: 1/4"=1'-0" ' 26'-5�" 13'-7J" NO WORK REQUIRED. USE EXISTING FOUNDATION 11'-11 14 -64 3'-6° B A 1 1 Acceptance of these drawings does not authorize the right to 244DH2840 2668 build withoutthe authorization of local governing agencies, such Utility as Suffolk County Dept.of Health Services, Town Building 19 -11" 1„ -6„ Room Departments, DEC, FEMA, etc. Verify all conditions, codes, and N r Eastern 5� �' requirements with such agencies prior to construction. Cor er f House 00 LLJ B I o PROJECT: o tl v v z Q 3 3�( N i— W I I I I L.LJ �/ 8 J I UhS N BATH 0 ALL COMBINATION SMOKE DETECTORS SILVEM �ml o AND CARBON MONOXIDE DETECTORS \Gd, ROOM co NLI - - - - ARE TO BE CONNECTED WITH A CENTRALIR I v N U� a MONIT [Vi 0 ORING STATION AND TO BE I I t8A'> N CA T MONITORED CONSTANTLY AS PER THE X G "' 2020 BUILDING CODE OF NEW YORK STATE 1100 SILVERERE ROAD 3 , aI l all 2668 el co Bo(2)134"X( 71"LVL Hdr. N GREEIVPORT, !Y 11944 ro 00 cliI X1I I 80 �C 00 HALL � DE OR N " DE OR ALL INTERIOR FINISHES ARE TO COMPLY ALL 108 17'-2$" o o SCTM # 1000-47-02-14 WITH THE 30 8 3068 N N 2020 BUILDING CODE OF NEW YORK STATE DRAWING TITLE: �, 3 „ _ 4„ 4,_04„ y N PLANS FIRE CL. 3 " CL. BEDROOM = `1� Fin—in =1.4 NI — Existing I CABIN 108 6 c � N Window 244FX5040 86 :� FIRE EXTINGUISHER Z, 10'-58 3' CLASS ABC, 5LB, 2A: 1 OB: C AS NOTED 118' N N AS PER TABLE 906.3(1 ) FIRE NOTES: u my �xa - SCREENED PORCH EXTINGUISHERS FOR GLASS A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I I 3 n FIRE HAZARDS BASED O N, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ILL N LIGHT, (LOW), HAZARD OCCUPANCY PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL n 12'-54" FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE (2)13/"X 7;" LVL Hdr. (2)13/"X 74" LVL Hdr. DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR - - - - - - Screen Wood Screen Wood Screen Fill—in UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Door 244DH2840 Existing 244DH2840 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NE.W Window NEW SEAL: DATE: B A 1 1 OCTOBER, 04 2022 PROJECT NO: 7 1 CC—4„ 2,_0�., 6 +° ,4, 8„ 11„ 5, 7., 4,-21„ ,`�,� �. GQ� GIt 1 135-2022 4,. 4 - - - '2�` °�!) `f' DRAWN BY: 13'-54 12'-84" 13'-1 1 " % & ,�` BDK 40'-1" 1. jp,�KED `' } SHEET NUMBER: <fj 051 8 FLOOR PLAN UNIT 108 �Y� _ .} ��v�� Al 01 SCALE: 1/4"=1'-1 0 EXISTING DOB NUMBER: OF FILL—IN AREA © 1EIbDESIGN"ASSOCIATES,uc EXISTIIG EXTERIOR CONSTRUCTION TO REMAIN Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold KEL DESIGN ASSOCIATES ' Ex. 2x4 Trusses - 24"oc. residential & commercial design . consulting 4" CDX Roof Sheathing Existing Roof System GAF Architectural Roof Shingles P0.Box 1675 phone: (631�433-9084 12 Southold,New York 11971 E-Moil: ssbn654@optonline.net 5 (— Insulation Baffles Kehl Design Associates,LLC a formerly D A K Associates,LLC R—49 Insulation /�'��I%%/�/�%//": ;1�/JJ%%% !/%%%: /r r Ice and Water Shield® LaiLl1 IUI IUI ILU I I ILH III II OWNERSHIP & USE OF DOCUMENTS: Vented Soffit Provide Simpson Hurricane Tydown® f III �I IIIIII L IJ _I I L LJJ LL�I IIIIII lz6 Azek Fasciam J II IIIIII L I ILL ILL IIII II (2)2z4 Top Plate II IIII 1�11 III IIIIII III L- These drawings and specifications including the } Blue Skin House Wrap or Equal® IIIIII A 1 IIII L I-�I-)�1LAIULL1 II LI I ICI ideas, design and arrangements represented 4 Exterior Sheathing Screen Panel Ll ll IUI II ILlll�ll IIII therein, are the property of KEHL DESIGN L L-1 I ASSOCIATES, LLC. No part thereof shall be —R-15 Insulation m a copied, disclosed to others or used in connection — " H I II I I �I 11H1 LI(UILI I II I I I I I lUII I l I I IU I 1I 1 II II LIII _ILI I L�I I UI I I IL I 1II�I ILII I L 4I ILH LI ICI IULL I LLILIL L_I-I1- 1 ' _ with any work or project other than for which24 Stud's 16"oc. Cedar Siding® they have been prepared without written consent . Type "X" Fire-rated Sheetrock® 1j LLI I I I I II I LLI I II I Lll LLI III IIIIII I_I IJ1J. IIII I III IIIIII I I I�LLL1 T ILN II ILL I ILL II ILII L�J LI I I � II I ILH II IUI_I IUI I I ILL I ILII t IUI I ILH II ILII 11 ILf 2x4 Shoe q" Subfloor Sheathing REV. "x4 Fir Flooring 2x8 Box Beam 2 Iff x6 Sill Existing 2X8 16"oc. Floor Joists to Remai x.2x6 Floor Joists 16'oc. 03-01-23 R-30 Insulation (3) x8 Girder Existing 03-05-23 Spray Foam Box Beam 8"xl6" CMU. 2" P.C. Slab WEST ELEVATION 03-13-23 8" CMU. Block Piers To Remain Foundation on Existing 'x2'x1' Con. 2" P.C. Slob Footin 16%8" Conc. Ftg. 16"xB" Conc. Ftg. Min. 3'-0" Below Min. 3'-0" Below Final Grade. Final Grade. SCALE: 1/4" 1'-0" = PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH 17'-114" -04" THE 2020 BUILDING CODE OF NEW YORK STATE 24' ALL HEADERS ARE TO BE I i A (2)13/"X 74' LVL UNLESS Lll CROSS SECTION OTHERWISE NOTED II II j II II II SCALE: 1/4"= 1'-0" 102 NOTE: PROVIDE FIRE BREAKS AS PERLl t r •WORK NOTES: ;. ::' THE 2020 BUILDING CODE OF 71-7 IL NEW YORK STATE I SOUTH ELEVATION NOTES: m Provide Insulation Baffles as required at Soffit SCALE: 1/4"= 1'-0" Locations to Provide for proper attic ventilation ® Provide R-49 Insulation in all Flat Ceilings as per 2018 IECC International Energy Conservotion Cade ® Ice and Water Shield to be used Beneath ony damaged roo f shingles or areas of repair on the roof EXISTING EXTERIOR CONSTRUCTION TO REMAIN ® Provide Simpson Tydown or Hurricane Strapping to the raftters at all locations of the Interior that are Exposed during thle Acceptance of these drawings does not authorize the right to Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold removal of mold or deteriorated interior surfaces. build withoutthe authorization of local governing agencies, such Ex. 2x4 Trusses - 24"oc, m Provide lx6 Azek or Equal to all locations of the fascias thlat as Suffolk County Dept.of Health Services, Town Building are repaired due to Mold or Deterioration. Departments, DEC, FEMA, etc. Verify all conditions, codes, and 4" CDX Roof Sheathing Existing Roof System ® Blue Skin House Wrap or Equal to be Used Under Siding forr All _I JI ILI1 IUI ILII L J� requirements with such agencies prior to construction. GAF Architectural Roof Shingles Locations Repaired 12 m Remove and Replace any Insulation that shows signs of molld 1PROJECT: CDX Gusset Plates 5f— (2)26Collor Ties - or deterioration with R-15 Insulation Insulation Bafflesm L su I L V E S 'L S E_45 Insulation___ 2X6 16"oc. Ceiling Jais ® Remove and Replace any Siding that shows signs of deteriorrotion LL Ice and Water Shield m —IFIF] till -TI-------n _ I U U 2x8's Beneath Existing 2x4 Rafters I I I with New Cedar Wooden Shingles Vented Soffit Provide Simpson Hurricane Tydown® I I I ® Remove and Replace any Sheetrock that shows signs of molld LLL lx Azek Fascia© I I I I (2)2x4 Top Plate Blue Skin House Wrap or Equal® � I I I I or deterioration with New g" Type "X'' Fire-rated Sheetrock MOTEL 4" Exterior Sheathing KITCHENETTE o Mo It HALL I I CL. Screen Panel AREA l 1 1 1 1 R-15 Insulation O I I I 2A Stud's 16"oc. I I I Cedar Siding® I I I I 1100 SILVERMERE ROAD 20"Shoe Fire-rated Sheetrock® I I I I SCREENED PORCH GREENPORT, NY 11944 I I I I q" $UbfI00f Sheafhint J"x4 Fir Flooring NORTH ELEVATION CABIN 108 2x8 Box Beam 2x6 Sill Existing 2X8 16"oc. Floor Joists t emai x.2x6 Floor Joists ,6"aa. ALL COMBINATION SMOKE D E TE C TO R S SCTM # 1000-47-02-14 Anchor Bolts ( 2xB16" Girder 2 EPisCtinSlob AND CARBON MONOXIDE DETECTORS Spray Foam Box Beam Block Piers To Remain .SCALE' 1/4"= 1'-0" DRAWLING TITLE: ARE TO BE CONNECTED WITH A CEO TRAL ati MONITORING STATION AND TO BE PLANS 8" CMU. Existing 2'x2'xl' Con. Foundation 2" P.C. Slab Footin 16"x8" Conc. Ftg. 1 16%8" Cana. Ftg. MONITORED CONSTANTLY AS PER THE CABIN 108 Finalal Grade. Finalal Grade.Min, Below Min. Below 2020 BUILDING CODE OF NEW YORK STATE AS NOTED rr 1 7'-1 14" �'-04" jj LOLL L) NOTES,: 24 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL INTERIOR FINISHES ARE TO C 0 M1 P L Y DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE WITH THE LLI PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 1LjJ_ FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2020 BUILDING CODE OF NEW YORK STATE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT CROSS SECTION B H II IIII II IIII III IIIIII FORMALILY ACKNOWLEDGED AS REVISION TO THESE PLANS. J II II II IJ�L SEAL: DATE: SCALE: 1/4"= 1'-0" f >'1 8111,-:;`::' >..$K.: ,> a. j 1 ' OCTOBER, 04 2022 102 rt: ryn s a;,€ i`, 1 <:.; ): ><: ;'z T II II 11L U_ LL LtLLlI PROJECT N0: ;sc' III IIII �I 1 J I IIIIII l L _ L-I 1135-2022 IM >, UL DRAWN BY: r. II IIII - CD `~ BDK �+ \� r �. t �� � �� �1 '�•' '.;� CHECKED BY: < '' �l1 L L 11 W I UL 11 LI LL�J LI Ll I`= -tJ'�— HEET NUMBER: atss 4 .� 102 EAST ELEVATION DOB NUMBER: OF SCALE: 1/4"= 1'-0" © KMDESIGN-ASSOCIATES,uc f I 'Y:�:4'�li'.b�w•d.8r`sLrl'�`��'..ar�:w�l .dl„ f S—,9z f L— yFN' i 1 tl � �• „b9 „g— IOrHLDESIGN ASSOCIATES,uc qJ�� pp,d1 p P0.Box Ius phone:(671)4M-M I F i _ T 9oOdd Rae YM 11971 E-hbi:OX451® morel n oeq,�w�rab,,uc•run,eA-o c.�wb,,uc 3 h 1 I,U LM4. These drawings and specifications Including the SHOWER ideas,destyr and arrangements represented the,reln,are the ESIGN Concrete Exterior CONSTRUCTION TO ASSOCIATES,LLC.property p1t thereof s0W b Cop dlaUosed to others or used In connection d I Slob with CONSIST OF 4X4 .ltn any. o project other than for which Drain tD �Sh oW er ACC POSTS WITH 2X4 they have been prepared wilh..t written cansent. Drywiell HORIZONTAL SUPPORTS WITH 1X6 VERTICAL SIDING , 244DH2840 03-01-23 2668 03-05-23 03-13-23 tl�Ity 06-20-23 g— CD Room I N or Eastern Comer f House o I v W � � E W watt S � ~I I ~I LLJ —it L�J`I WORK NOTES, O O = Q I >I O xl x BATH III III N N Y ROOM 00 a x N �d LIVING a r N 0 — — — — S u ROOM I I V p UV)Q - CD I N i� /i- T Pl 21 2023 ,11Jo'o 2668 K (2)13/'X 74' LVL Hdr. to r7 D I T I Cq I I = t BO N ^N Lo DE OR HALL DE OR' Acceptance of these droEings does not authorize the right to build riNoutthe outhorizotim of local gang ogmdm such 0 0 as Suffolk County Oept.ot Health SerMces,Tom Bulking I `� Deparlmmts,CEC,PERA,etc.Verify d conditions,code%and ��3 S 8 3068 N N requirements with such agencies prior to construction. _KNf.`) u�� do FIRE t 2 EXT N, c'L. � cam. BEDRooM ) Fill—in `I� SILVER SANDS � � Existing � or Window N MOTEL 244FX5040 2868 V i tJ4 —,Ol x N N iv 2 1100 SILVERMERE ROAD ^0 SCREENED PORCH00 GREENPORT,NY 11944 0 to CABIN 108 c 1 3 SCTM#1000-47-02-14 RAWNG TITLE: 10 „�—,�I �� CABIN 108 — — — — — (2)13/"X 14" LVL Hdr, (2)i%'X 74" LVL Hdr. EXTERIOR SHOWER Screen Wood Screen Wood Screen Fill—in MODIFICATION Door 244DH2840 Existing 244DH2840 NEW Window NEW u 11111 PUNS AEE AR 14311 FMT 11111 IMYKE NA NE IfE PASfRT1 OF PrE DESO PRORMAL 1EHOS SAL IS ARDED RRETo.PE1 (111 ITS"1 K PROSEWTED To THE FXE$T EMT OF it LAW I DNUIOR SHALL%MFT N1 11 ,� r�I r, FlEID WgT("5 AM D"69R5 MO BE SREy RETWSIHf Ept r0➢RT.THE „b—, 0—,Z 7 „8—,17 1—,�— ,L— 5 __ �—„zz— .��`� 1 /�/� 1 ,nEurouanasiwaROTYFO AMIDS°DA190�lisDLASED" 70UUNNOIWNES DR ,<b 7 b— t I , I—, ��• M1.1 .A�. ,+v A'� YORE r A[%MEOSD As RN9a To IIESE PLNLS L I- V�` 4 o•L: DAIL. OCTOBER.04 2022 1135-2022 DRAWN y tltl 11 BDK •,"V fHECKEO BY: FLOOR PLAN UNIT cos �0 SSlo1684 l*% '° A101 ' SCALE: 1/4"= V-0" o mmn®aP•,�oc3AT�,