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HomeMy WebLinkAbout49081-Z of SO&ryolo Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46789 Date: 01/15/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1400 Silvermere Rd Greenport,NY 11944 Sec/Block/Lot: 47.-2-15.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/17/2022 Pursuant to which Building Permit No. 49081 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 4107 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: 49081 06/20/2023 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 06/27/2023 Author ed ig ature TOWN OF SOUTHOLD FFDiA'coGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49081 Date: 4/3/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #107 At premises located at: l►{ �D 'M400 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 1012/2024. Fees: CO-COMMERCIAL $50.00 AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $944.00 Total: $944.00 Building Inspector Of SOU���l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh southoldtownny.gov Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings 1 LLC Address: 1100 Silvermere Road city:Greenport st: New York zip: 11944 Building Permit#: 49081 Section: 47 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Wllcenski Electric Electrician: Dan Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water X GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel X A/C Condenser X Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower X Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 9 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Notes: Building #107 1P VAO Inspector Signature: Date: June 20, 2023 100 silvermere bldg 107 of soUro Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �. Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD J U N 2 7 2023 T CERTIFICATION Date: Building Permit No. Owner- A j 5 vc, �#"VJ5 "j (Please print) T -> Plumben'TIP6tt— N,6 � ?-u1-4'5( (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. Plumbers Signature) Sworn to before me this day of 20 TO PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01CA6151160 Qualified in. Suffolk County County [Commission Expires August 14,20 I(A Notary Public,__County N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info —Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House -On numerous occasions from 11/2022 thru 2/2023 1 inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager(Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (8 sets) - Real Estate Evaluation/Certification Statement -Newmark Valuation &Advisory - Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection, my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience, knowledge of the site and local contracting conditions, up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 1 My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, the construction cost for the planned refurbishment of these (8) structures is: Total Cost this Project = $525,767.37 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures (8) _ $ 1,409,752 (Newmark Valuation) Therefore the planned refurbishment for the (8) Cottages on this Tax Lot is 37% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code—Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The cottages are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental roof rafters, updated insulation and replacement of interior walls and bathrooms falls well below the 50% demolition definition. 2 e ` Even in the event of discovery of additional repairs due to deterioration of the existing structural components, the reasonable additional work value would add no more than an additional 10% to the total cost and remain well below the 50% threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling is also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the cottage structure reveals that the total cost will be 37% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in , the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. 3 Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 37% to 33% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in regards to the Town of Southold Code. Proiect Evaluation—Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these eight cottages exactly aligns with this definition. Even though there is substantial interior work to improve the health, sanitary and safety conditions of the facility, the project should be classified as an Alteration—Level 2. Proiect Evaluation—Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work Area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work initially intended by the owner is specifically required by this Code. It is noted that the entire structural foundation system, exterior framing and sheathing, roof framing and sheathing, interior floor framing and structural covering, and some interior wall framing all remain as-is and in place. The major rough plumbing infrastructure will also remain in use. These Cottages are one-story structures and the footprint covers a minimal area 4 (400 +/- sq.ft.). Because these buildings have only have one room and a bathroom evaluating this project based upon impacted Work Area is not practical from an engineering prospective. Based upon my evaluation of the project conditions and scope it is my professional opinion the project does not have a Work Area that exceeds 50% of the building space. Actually the majority of the work area is in spaces where the activity is required to correcting existing health, sanitary or safety issues. Based upon the my evaluation of the proposed work scope, the work required for safety code reasons and the actual size and configuration of the cottages; this renovation does not have a"Work Area"that exceeds 50% of the Building Area. Summary Result - Based upon inspection of this project and to the best of my knowledge, belief and professional judgment: 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 Fw y Nicholas J. Mazzaferro, P.E. z O �0• 05-77 SSIoN P�^ 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 OF SObjy�� jr- # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,� 631-765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 16 UV1`l y [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0$ ��� o oSgl' °lag Lipto 19ti i �� 0 �� �1 ��v COA no wop t C C<, DATE INSPECTOR ho�aOE SOUIyo� q q o z 4 loo 51 r-e # f TOWN OF SOUTHOLD BUILDING DEPT. • 1 `ycnu 631-765-1802 INSPECT10i [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL r L REMARKS: t' d�Gf��° r ©ud 5<de ©r2 DATE 6 Jo �a3 INSPECTOR 7­1 __J MAY 2 2 2023 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 22, 2023 DesjgLz, Construction, Inspection Page 1 of I Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings 1, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49081 —Cottage 107 Inspection—Framing On 4/3/2023, 1 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. ko Nicholas J. Mazzaferro, P.E. fir, 8 0 iX 0- 0510916 10/?OFESS1010' 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 L= 1 Southold NY 11971 M AY 2 2 2023 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 B , District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49081 —Cottage 107 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. OF NFw * Z Nicholas J.Mazzaferro, P.E. w 2NFOA �O 05-109h �OpfSS10NP1. NVI N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 MAY 2 2 2023 Phone- 516-457-5596 Consulting Engip e May 22, 2023 DesLyn, 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—49081 —Cottage 107 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: I —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 knowled*_belie'e, C F Nztv and professional judgment, construction as installed complies with the plans acid Yo applicable Codes of NYS and Southold Town Building Codes. Ir 0 Nicholas J. Mazzaferro, P.E. Fo 0 ROFESS1014 ( . J 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# i 000047000200014000, 3 00004 7000,200013000, !OOOOA 00020001:c�OO, 1OOOOA 00020030-000 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 ,1 CLERK SYLVIA PIRILLO, RMC C�L EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT, 217 Waste Water Treatment Plant Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis,Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. C v-,,re, GW&- Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i Nunemaker, Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker,Amanda Subject: Silver Sands Amanda, I apologize for all of the confusion with this project. The Trustees do not have any objections to Building Department permits being issued for interior work on any of the cottages on lot 14. Hope this helps. Please let me know if you need anything else from me. Thanks! Glenn Goldsmith Board of Trustees i December 281h, 2022 r;' '1sr .'ls-"s I- 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# 1300047000200015000, 1000047000200014000, 10000 7000200013000, 100004700020001 2000, 10000A7000200009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers,appurtenances,and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at(631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERK SYLVIA PIRILLO, RMC ��L EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant FIELD INSPECTION REPORT DATE COMMENTS A � ro FOUNDATION(1ST) Q ------------------------------------ bi rA FOUNDATION (2ND) +rA z 0 .z 0 0y ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE G ns Q FINAL O ADDITIONAL COMMENT !o ls�a �n -� kz _ - 3 enov� 3 1 5 l knG - f C %k LA o b y z x d ro H TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Half Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.agov Date Received APPUCAMN FOR BMMNG PERM T ^ For Office Use Only - PERMIT NO. Building Inspector: IJrJJ � Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an ati Owner's Authorization form(Page 2)shall be completed. Date:October 5, 2022 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC SCTM# 1000- 1,'�.— 2 Project Address:l3J& Silvermere Road, Units 104 Greenport, NY 11944 Phone#:917-318-0027 1 Email: , LEX@SILVERSANDS-MOTEL.COM Mailing Address: 1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL.INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address: 19215 SOU NDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration kRepair ❑Demolition Estimated Cost of Project: D Other See Attached. $404,490.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 410 � PROPERTY INFORMATION Existing use of property:R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Readil1g: 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): N�Authorized Agent []Owner Signature of Applicant: Date: 1,61 S .Z')2'L STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RI CHARD W. VAN DEN SU RG H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe AGENT (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of J U N E 20 22 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature [ INIE D.BUNCH ALEX PERROS Q Notary Public,State of New York /—S�d p No.01 BU6185050 �/ y Qualified in Suffolk County Print Owner's Name Commission Expires April 144,2�r l 2 A," L / 7PA A. hft_� RNA! 91v BOARD OF SOUTHOLD TOWN TRUSTEES r. SOUTHOLD,NEW YORK PERMIT NO.10380 DATE: MAY 17,2023 ISSUED TO: SILVER SANDS HOLDINGS 1,LLC PROPERTY ADDRESS: 1100SILVERMERE ROAD;GREENPORT SCTM#100047-2-14 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17, 2023 and in consideration of application fee in the sum of$500.00 paid by Silver Sands Holdings 1,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following:Wetland Permit for the two existing bayside cottages—westerly cottage 102: 444sq.ft. cottage with a 67.1sq.ft.roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft outdoor shower with drain to drywell; easterly cottage401: 437sq.fL cottage with a 63.2sq.ft.roofed ch, a 9sq.ft. concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 20sq.ft. over por outdoor shower with drain to drywell; on the northerly side of the property within freshwater wetlands area of jurisdiction - the existing first southerly-cottage 1105: 555sq.ft. cottage with an 80sq.ft. roofed over porch, a 9sq.ft. concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft, outdoor shower with drain to drywell; existing north easterly cottage 106: 550sq.ft. cottage with an 80sq.ft. roofed over porch, a 9sq.ft. g concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft.outdoor shower with drain to drywell; second existing north easterly cottage-107:-550sq.ft,cottage with an 80sq.ft. roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 20sq.ft.outdoor shower with drain to drywell; existing 315sq.ft. northerly garage with 9sq.ft.concrete pad for HVAC unit; existing shed to i be removed; existing northerly cottage 108: 730sq.ft. cottage with %qft 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 jurisdiction area/ground disturbance: total area: 10,200sq.ft.; place approximately 92 linear feet (±1,100sq.ft.) of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of Y.' coir logs along landward edge of sand buffer; place approximately 8 linear feet by 6 feet(40sq.ft.)sand walk path continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a 5,562sq.ft.Non-Disturbance Buffer area and an 8,597sq.ft.Non-Turf Buffer area landward of the Non-Disturbance Buffer area; for the storm-water management on the westerly(#102)and easterly(9101)cottage,install±102 linear feet of drain lines to a drywell; for the first southerly cottage(#105)and first north easterly cottage(#106),install one 10'diameter by 3' deep drywell with 105 linear feet of drain lines to drywell;for the second(#107)and third(#108) north easterly cottage, and northerly garage install one 101 diameter by 4' deep drywell with 76 linear feet of drain i lines to drywell; and all planting and landscaping in accordance with Planting Plan&Schedule 14.*08,L4.09,L4.10 &L4.11;and as depicted on the site plan prepared by Edmund D.Hollander,-Landscape Architect Design,P.C.,last dated May 11,2023;and stamped approved on May 17,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. I A S%%Jf F W coo SCTM NO. 1600-47-2-14 - __ ____"_-... PURPLE AREA IS AREA .... oFNOWDISTURBANCE / HOLLANDERr- �e 964 SF Laadsea pc Axabiteell YELLOW AREA 6 AREA OF 5J WETLAND; 5,1 625E PURPLE AREA IS AREA • OF NON-DISTURBANCE; -- j2052 5F \\\ \ GREEN HATCH IS / \\\ AREA OF NON-TURF: . PURPLE AREA IS AREA / \ OF NON-OISTURSANCE 2516 SF j LOT I4 SECTION 1. _ PEFETi TO SHEET rL4.L-0.09 17, MATCHLINE TO LOT 14- u I SECTION 1 •.i:..A. a:•�j 1 MATCHLMETO ON z LQr14 y sECiI ••4- �! Il I c Er: \ 'I LOT 14 sECT10N 2 REFER TO SHEET L4.10 I .. I y f' I — - I APPROVED BY '� E ,00•sETBAdcoFDEC �' - FRESHWATER WETLAND ! LI F I - BOARD OF I RUSTEES 1!AY 1 2 TOWN OF SOUTHOLD HI� - I - RELEASES Southold Town DATE (pt �17i�y3 + Board of TrusteeE. K. Itf RANTING NOTES: 7 MATCHUNE TO LOT I4 ® rmFl.nna.N.aa msmeq mrmrr-ryer r,ringo-mw•ar • • SSCT10N2 1 NOTE:There4mafbn a,Wd plenttrg arms maim prur.rw.enyar t pbnpg..gam.a.mE.e. 4 - TO S .I'- saeB use any tfean sard en epuMdlemor MATCHUNE LOT I4- -•_- 1 SECTIONS i sM,Qay Wgergmin v3elWnau,oopntg •°"•aamaa em urao+mweeaeea 3_ .._ Ilmarenywlwn me w+asnrcea w,5mcm e`®r.r..,m�m..a v _�_ _ ..., I NT Q ve ext nng mael �` -nunam m�ie �rm e TOTAL AREAS: . _i ^ NOTE EN9n9+satMe sanialerdN aeg[latlm NMlrmraadwva.e>mremamw.mrmasr`ma 3 • I - WETLAND AREA 5.1425E wrex preserved erC Enhanced. � Pt'"m'"'�"""'"`�we�b.s'.�,ao.s-m / } '. r - •I _ r�. NON-0ISTURSANCE AREA:5-62 SF NOTE:All e MbVh by Bees am to NON-NRFARFA:127B&S SF aMbepesersed.Arydybg Brdmd— r �mca�Pvep»p EpMN0.HOl1ANDER wENn Trustee lu+bdv.Tb drerlW 2^�+. enea"+'0�4`a+m�r.a.m�me•pa�lmnm.m.s,.. IM'0.5fAPEANCI ELTDESIGLLP.G ..�.�:.. �J approval hom Tru9eesta rempveL �a+-wr+w�e+m�ava.e.am reamea.re.-m�q n•]nalle b a mrarh mR.bi d b tad CerM N } �IaiarP�rweun vmw46alr-eNem�EnsmdwlF Sands-PIfi schedule-05 -`"c 1e'�m^®rje"°-°re�"'�'^a^^^'•b i _ _ � I.: _ ` I we�.u�m n� •xr.ea�re,o-r-n �...�...� . baew.+romrm...rr.mp.lNre.aa..r • � u OTY BOTANCAL NAME DDMNON MANE WE COMOITtOM SILVER SANDS �' S I ime. nvn`kerwel.aevbim-e+i r1•pere9.4avewM ' 1 -LOT 14-SECTIQI 3. PRE 1 AcefruWn Swam M14 a SB CaI BdB �o-�oduemloa�n^O'e^yur�yraa^ua�+sa IOP SETBACKOFDEC' �, - REFER TD SHEET L-0.It \\\ I r LS6 1 . db+a ' 5 Sh2.0 Cal B6B o�eewe nmmdweew'p eoerm waW..e.nr.Iarrrrsaearr�m I HOLDINGS I,LLC TIDALwEn AND OB( 1 Ouercus acerb 5w WNm Oat 66 Cal BdB rro-a aragaee�w4 rne•T��b.eo-a1e�.nap I $hla mIep L evePeea Pa`rww`osrn pmra Fa Fdn }Wn Gna a &31 Ta1.1Cve mwmw a��pmpr. we �apyal-dn� - •• - wlCY3Y H, 9 Namamefis remaN O Waa HazN 56'Ta, xah B88 �I' M 19 pattvl3•a 7— PMikk 4s Tae 865 �ern.��ae`ow 1400 SILVERMERE ROAD _ Le 14 Ie�eWme aamb crosu nomle zaav 5Gal Cant R f1n°1p b rmm�arwr.]+w4r�o..,na GREENPORT.NY ^ �' .� I .n !AO 5 N nca s Namce 21kT Tae.TGal Cv6 �• �+1"+e+°w•'r"-me.'• ^m.ea. daav aelw+m]b L9 33 N Mania 3BJE T. (;om GRug b�J olwnmE.�rownpvlmrsemp-mYpeaeb eaepp�alta \• W 33 M s Narvee 424r Tae Can mwwead.wrwarbven Wlwrew meraepnsamgwe "-w-•"- -ay � LS 5 N - Hams 45'Ta1 LON °`•ep=e4 e`n`��°®e°°' Pa a Pivrsx lamaweraBoa emawere Prna 245C SG4 emx ease"w'= a'e`ebeo.eome`...�.�,w-.�trw. PLANTING PLAN& \ �• �- - I+� R. 51 R -ftm. caaerea4e 5Gai can ,,,e�r.a�Nm rw adr weaea.xe+` SCHEDULE-TAXLOT 1aa! 3 v4evam aal aeert�en TAVesf Ganleeewumaa 45•rae can .r..r`+.<.�..r+a.w..-.oN�.�.IoI>ew.n.. A - \ � I � •' � � �� ., I Nn1 2 rmm.en abn Llamenlgeum TAaeaE• GpuNeBeNlSanan se•Tae can �wm.roe�.m.m�mrwea.n4�ab`iaa.r.bomee 1000-47-2-14 _'%� Nni t V)krtun 4NnLMnMosmn ila6i' papeBelNunwn 6T Tae BdB � �e�m manp�a gym.�Y �J /.Y.. ��� 1amaPWmin.Mim GREEN MATCH IS J _ PemmbbBMnuab o-.w.s.�r�v.wnar�nse�r _. M�awnamnWvaaebu�+ o-VMr.nAlbimea.e-s.dm., 70 EpbnMvnalwgmvm Rowan' Ba 1m 1Gal Cae _ May.Fo....nem.usa.visa N r_.Paslwl+r® \\\\ _AREA OF NON-TURF - W 118 S awn emu yasMe GaWmmd 5% Coe m.ersae✓•t npmaeaemsem�mt ^EnM CD PUP SAREA OF GtaaM •ems .m.dwatMaNnpw ss.r.«rbo-n.oc.a w�E c�pp v _ NON-0ISTURE NCE aE t46d Ammop'ile aev la nim�BeaN Grass BR CaN -- \ f/�r e•.a ® 1m G6maNa rYmemamN nlum0l Fero ,Gal Dan �.05.1,]pid L-4.08 Glenn Goldsmith, President ®��®f S® Town Hall Annex ��A�®� 54375 Route 25 A: Nicholas Krupski, Vice President ® P.O. Box 1179 Eric Sepe�oski. _ Southold, New York 11971 �� L� �'� l0 1 '� � � Telephone (631) 765-1892 �-- Elizabeth Peeples Fax(631) 765-6641 J AN 1 3 2026rry ' BOARD OF TOWN TRUSTEES F ,,,.,•• `>�sl TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2313 C Date: September 29, 2025 THIS CERTIFIES that the two existing bgyside cottages—westerly cottage 102: 444sq.ft. cottage with a 67 1 sq ft roofed over porch a 9sq ft concrete pad for HVAC unit a 12_5 ft concrete pad with metal cover, and an as built 24sq—ft m outdoor shower with drain to drvwell• easterlvcotta e� 101 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 20sq ft outdoor shower with dram to drvwell, on the northerly side of the property within freshwater wetlands area of jurisdiction-the existing first southerly cottage 105 555sq ft cottage with an 80sq ft roofed over porch a 9sg.ft. concrete pad for HVAC unit, a 12sq_ft concrete pad with metal cover, and an as built 24sq ft outdoor shower with drain to drvwell, existing north easterlycottage'106. 550sq_ft cottage with an 80sg ft roofed over porch, a 9sg.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 drvwell second existing north easterly cottage 10T'i 550sg ft cottage with an 80sg.ft. roofed over porch a 9sq ft concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 20sq ft outdoor shower with drain to drvwell• existing 315sq ft northerly garage with 9sg.ft. concrete pad for HVAC unit existing shed to be removed; existing northerly cottage 108: 730sg.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 drvwell• tidal wetland jurisdiction area/ground disturbance: total area. 10 200sq.ft place approximately92 linear feet(f1 100sg ft)of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain,• install±95 linear feet of coir logs along landward edge of sand buffer place approximately 8 linear feet by 6 feet(40sg ft)sand walk path continuing from Lot 13 landward of buffer to frame building;along the edge of freshwater wetlands establish a 5 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 f102 linear feet of drain lines to a drvwell• for the first southerly cottage (#105)and first north easterly cottage 0106) install one 10' diameter b 3y ' deep drvwell with 105 linear feet of dram lines to drvwell; for the second(#107)and third(#108)north easterly cottage and northerly garage install one 10' diameter by 4' deep drvwell with 76 linear feet of drain lines to drvwell• and all planting and landscaping in accordance with Planting Plan& Schedule L4.08, L4.09 L4.10 & L4.11. At 1100 Silvermere Road Greenport Suffolk County Tax Map 41000-47-2-14 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 444sq ft cottage with a 67 1 sg ft roofed over porch a 9sq ft. concrete pad for HVAC unit, a 12sq ft concrete ad with metal cover, and an as-built 24sq ft outdoor shower with dram to drywell, easterly cottage 101 437sq—ft cottage with a 63 2sq—ft roofed over porch a 9sq A. 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 propedy within freshwater wetlands area of jurisdiction-the existing first southerly cottage 105. 555sq.ft. cottage with an 80sg ft roofed over porch, a 9sg.ft. concrete pad for HVAC unit a 12sq—ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drywell existing north easterly cottage 106. 550sq ft cottage with an 80sg.ft. roofed over porch, a 9sq ft concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drywell• second existing north easterly cottage 107: 550sg.ft. cottage with an 80sq ft roofed over porch a 9sq ft concrete pad for HVAC unit a 12sg.ft. concrete pad with metal cover, and an as built 20sg ft outdoor shower with drain to drywell• existing 315sq.ft.northerly garage with 9sq ft concrete pad for HVAC unit-, existing shed to be removed;existing northerly cottage 108. 730sy 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(tl 100sg ft) of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of coir logs along landward edge of sand buffer, place approximately 8 linear feet by 6 feet(40sq.ft.) sand walk path continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a 5 562sq ft Non Disturbance Buffer area and an 8 597sg.ft.Non-Turf Buffer area landward of the Non Disturbance Buffer area for the storm water management on the westerly(#102) and easterly (#10 1)cottage install f 102 linear feet of drain lines to a drywell• for the first southerly cottage (#105) and first north easterly cottage (#106) install one 10' diameter by 3' deep drywell with 105 linear feet of drain lines to drywell for the second(4107)and third(9108) north easterly cottage and northerly garage install one 10' diameter by 4' deep_dDmell with 76 linear feet of dram lines 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 4&A Authorized Signature NEW YO€ K S't'A°t'E C EP'ART6ADI T OF ENVIRONMENTAL L COPISERVATlON I'Avlhlon of 1'^.IFvilowlit'ntrll Potmlt-�),Raulan 1 SUNY m-Stony Brook,50 Citcle Road,Stony Brook,NY 11790 11:(631)444-03651 F:(631)444-0360 LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map #720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File 1� N[W Yt3r11i i)t#rdi�IIIRNJl�1}� $Ir(nilnor F;nvlrrinrrl011t111 ''°t? c17f1 orvntion BUILDING DEPARTMENT-Electrical Inspector 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 °} rogerr@southoldtownny.gov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: tyd kchr)& le`r ) L Electrician's Name: `�c , I c-e )L License No.: tj,7�Z"y Elec. email: I c �!1L i /e�. ] , c a►� Elec. Phone No: 73✓9- t 29 CN I request an email copy of Certificate of Comp ance Elec. Address.: D, JOB SITE INFORMATION (All Information Required) Name: - ) ✓�- _ _ _f s LZ_ L AddresLt Si /t / o a a 4 P U­,--j— Cross Street: Z Phone No.: / -7 e 2--7) Bldg.Permit#: email: Tax Map District: 1000 Section: 97 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1iv,ri r Square Footage: �- Circle All That Apply: Is job ready for inspection?: YES® NO r Rough In Final Do you need a Temp Certificate?: ® YES❑ NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: 60 A # Meters Old Meter# ❑New Service[ Fire ReconnectMFlood Reconnect OService Reconnect®Underground❑Overhead #Underground Laterals 0 1 2 R H Frame Pole Work done on Service? 0 Y FAN Additional Information: PAYMENT DUE WITH APPLICATION `, -, n PERMIT # �// Address: Switches-rVA IL 1, Outlets' ,4 GFI's l Surface l Sconces i H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments Y ------------------v--------------------------_ %` BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 ®1 Telephone (631) 765-1802 Temporary Certificate # 1 q01 Date — 3 2023 Customer Name d.l n Electrician Name patq f Cmil'! Address 1Di7 5jj-Vfr-rnere f2,,A Ct( Phone 31 03(oy / e-mail ) 0'72 e-mails)c��sl�r e(�C CQD a vd Phone ) 0 6 �7 License# Size A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter#1 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 val' r 90 d m the date above. Authorized by l i Jo � BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 4 Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrC-southoldtownnv.aov - seand0southoldtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: ` -Z Company Name: � I c 1)& eEir L Electrician's Name: u License No.: '7 .n., E Elec. email: c d 1Li ele l 0. C 41-V Elec. Phone No: [N I request an email copy of Certificate of Comp ance Elec. Address.: p, c c'j �I'�„�.�, ,/I ,� l l 5'-Z i JOB SITE INFORMATION (All information Required) Z Name: ✓r- J_f -��/ti AddresV Cross Street: Z Z Phone No.: ) 6 o 2-7) Bldg.Permit#: email: Tax Map District: 1000 Section: l-J Block: Lot: f BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): n h,ri n S uare 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 Ph❑3 Ph Size: 6 V A #Meters Old Meter# ElNew Service[]Fire Reconnect(]Flood Reconnect Oservice Reconnect®Underground DOverhead #Underground Laterals R 1 M2 M H Frame M Pole Work done on Service? MY FIN Additional Information: PAYMENT DUE WITH APPLICATION T--, _ R h I I 1 I I � I I 1 I t CMv ' � - - I CMF >J I 1 I � E � � now or formerly I Douglas Dwyer& Eileen Dwyer ° u o I 3 °- I now or formerly I I o } I -0 Thomas R. Shearin& I CIO I a o I F Wanda Sue Shearin I SHADE I 1RAME FRAME SHED RCP SHED N89053'40"E N S86°IJ�,QQ«E CMF JIIN- 182.00' MPF IPF 123.77 I O MPF O r FDr'E pF 1 '� wppOS WOODS J 7.7 SCTM NO.1000-47-2-15 �I SCTM NO.1000-47-2-14 I � _ tp' ry f �3 rn1 I 140• 10 a o C9 ry P CONC. 0 i , COVER \-�• N f Sr 1O R p E 4,3 18.Tsti I9;� 22,I p bI Q FRAME GARAGE M o rp CONC.COVER NEbRE1yAY cN C CP SrON 1O oN � E DRIVEWAY � ti I 4 18.0• 6 `196• I 10 a q• N 4 4,0 N CONC. 18 m I 0 COVER 1' 0 CONC.0 CONC. o O I COVER OCOVEk 9 CMF • . Fb WOODS T S TO ESTABLISH PR S OR FOR 0 C --- --- _-__ (I)(UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURESARE FOR A SPECIFIC PURPOSE AND ARE NO TO BE U ED ES LT OPERTy UNJE ERECTION F FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR S INKED SEAL OR EM8055ED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITI'QNAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue; Riverhead, New York IIQ01 tel. 631.127.2505 fax. 631.-727.0144 III I min@ youngengineering.com ' I I Howa W. Young. , Land 5urve or Thomas G. Wol art Professional En y �, Engineer Lot 1 r / Douglas E. Ad ms, Professional Engineer I I I - _ g ! W E bebrt Strmskl Architect I Lot z I I CMF _ / SITE DATA RCF / •� S of -a 01 2 o / * SCTM NO. 11000-47-2-8 = 9,055 SQ. FT. °� no I ° I 4- a ' * - - I SCTM NO. 1.000 47-2-9 - 10,351 5Q. FT. -1 w or formerly I �- o r / * SCTM NO. 1'.000-47-2-10 = 2,944 SQ. FT. r ,� I Douglas Dwyer&Eileen Dwyer o I 3 a r now or formerly ! oL o I '� '"-- I Thomas R, Shearin& SCTM NO. 1,000-47-2-11 = 37 912 S T o ti Lot 3 I a ca ' Wanda Sue Shearin / r Q F . I I z I FRAME ' '� i sHEoE ' ( ! * SCTM NO. 11000-47-2-12 IPF I SHED I 1 = 22,339 SQ. FT. FRAME o � u / * RCF SHED N89 53 40 IF o a / SCTM NO. 11000-47-2-13 = 24,196 SQ. FT. CMF 182.00' IPF �° * SCTM NO. 11000-47-2-14 = 70,070 SQ. FT. 1 L- �--- S86°25'00"E 123.77' MPF ' I SCTM NO. 11000-47-2-15 = 88,340 SQ. FT. ( a EDGED DI T F {., � WOODS 4 'a � Lot 4 I Q' S. ! E now orfo +- LU dward rrnerl o oLi - ( WOODS ?e y 01 Jur hfa Te CO `7.7, ( r an f Burden SHEDS SCTM NO.1000-47-2-15 S / r._ �' I SCTM NO.1000-47-2-14 r :-, - Lots Dilo I U J SS ° - 0 55'00" obi N 174.98, p.,. ., 7T►r r+ T '77 1` O I COVER O O eCONC. •T 6.0' O L - _ M SCTM N0.1000-47-2-8 w: k - I C O N RgME 4.3 mm O iie c..�` r.v? r -c o Lot 6 J sroRI� ^ � �21 zs,l,� 197'> .� DI � � MARSH 1 h ( ~GgRA E R I o GE sroNE �, QJ in L CONE. °P'�wAv � o N80°55'OO11W a m I L -------__-- COVER _ _ , f'7 I a. I O on1 CO ?.T 24.6' 1$7.21 0 L STONED�VEWAY h ti a a MUI.O' w COVER 14 N f7 1 V1 6 9 O Lot 7 Oe tt V 1 6 O ai 0 VO- I I = L ,� ( q 0 PLANTER COVER SCTM NO.1000-47-2-9 z I O 3 N 00 �~e CSW o a ! O 4. 4 10 J N CONC. p g'V. 24.8' N FRAME - I O COVER 18.1 COV0ER 3 4(I^ CO NC WAS Q tI O Z h SHED 2.8 O CONIC, Tt N80°G CEDAR _ O :,- 1 tf} I CONC.O �° Q - 5� Oa'=�/l/ TREES M LLD t -C7 COVER COVER l� CMF ���F. ) 10. 146 ° o f s 17 _.,_ 77 0 ,, 3 I IPF V1 %o ce a v, .e 16,�i 5t�o �0'. WDF N O tJ Lot 8 1 2b�a�c �� - V7 LL IPF ( F��as �� /T� SCTM NO.1000-47-2-10 I r I teo�JS ebb ��\70 '�ti / �'S`, M N80° � 147.59, s,o I WDF b WOODS I \3ti �e. �'1,/ 86 o p' S5 00"W 3.6'E O I� _ IPF I L u •� ( b� rc ��' ova�' I yO- i1J Lll -.5 CMF �O► / P�ti 31 I IPF O Gy L L r��OJZ o- 60 / i / P�� I 8 IPF oo„r ti 1.6' M 39. C a J Lot 9 I ��' \��. 16.5' 189,49' I STONE I III I wAu I LI �rFL i' OS� /�� 1.9= 12.3' N I 3 STONE 149.66 1 WDF , 11.3' OCpyE 2.2'S N �i TIM&', of o P�� ;�T I m w w CSW I EQUIP ( i a RO I WDF MENr ,� 60, i N w 20.4 z I I ti 99.8' 0.8'W E�LOSURE I i i 1 - I X Ol 0005 ,� /� 10.3 `° m 74.3' I v) I O 19.6 o I EDGE OF W I /, o�P p1 , Lot 10 i OP 13.2' ( I v 43.3' v 17.9' I O .aC _ i' 6.0' COVE M I - -_may- - 28.4_� -- _ �n _ 0 WOOD O I I C C7 20.1' �/ ppF w H- m CSW DECK n15.8' � 22.6' I CONC. IPF- 4 boo -- - ° F o N O N 36.3' - b 16.3' a I covERn�n j z SURVEYOR'S CERTI CAT( - _ - ---- _ Lot 11 o e WMR ___30.6' __� 18.0 47 FRAME ,^-1: I 6.2, •V �n O 00 e F ON 3.2' BUILDING 21� I I2.5' 1 H to N I mttgtiig I m Woo a N �° ( I *WE HEREBY CERTIFY To SILVER SANDS Ii OLDINGS I, LLG THAT J _ tLl DECK c� N N 1 �' W m �' THIS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE 19.9' 1 9.0, 3 °. :° a w FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE �'►�QN OF - - _ O ° L6 Ro ( 3 i < PROFESSIONAL LAIND SURVEYORS. �� t' E LL I I `o Q a z, o _-- w I 1z.a'; 14:j SCTM NO.1000-47-2-11 I �}� ti L M - 32.1' 2 - �I O CLF m 29.7' v�22.7' P F I es tis ! C1r CLF 18.4' I s� O Lot 12 3.1'E RqM� o FRAME 11.9'� O �2 I I Z STOR N LZ �g� _CSW -- o BUILDING N O hfJIJy Ij C7 AYE °f p _ ' ( m BUILDING I N N N 5.a' 18.2� "\pv/ 12.7~ 12.5N �� -4 lf7 I w n� d11 ° NI 1 r cP b CONC. Ils'o wooD DECK �i 0 i HOWARD W,YOUN6,N. L.S.NO. 893 v LAN a - COVER ! � ✓J SCTM NO.1000-47-2-15 w SCTM NO.1000-47-2-14 0 V) M'' ' N L O w I ! 0, 20.4' I I N D 5 Lot 13 N O I 20.3' 4.0 0-�rpftF r I 01 O I o I I �° O o COVE ix SCTM NO.1000-47-2-13 I SCTM NO. 1000-47-2-12 !1 0 �° N p I - - _ SURVEY FOI L V) V) O C5W 24.1' ( ! 6 T - _ O V) o FRAME 5 3.6' 1 72.8' 26.0' o I � r _ - BUILDING^ I n! 76.7' WOOD DECK 3.0'12.3' 15.8! 15.6' _ --- _ r d - - 304' E 24.0' .5 I 56C�oQ$'2C�iiW wr! IN -- SILVER SANDS HOLDINGS I �C I " 28.1' 8_8' 10.9 29.15' ! I9 Ri ' IPF- Q' or' FRAME 'a CSW I , W guzLDT cH FRnA,�tE \\ I f 581°21'16"l�Al I at Greenport Town o Southold N N r ( CONC.WALL d - - -- _ 2.9' BUILDING _ \ i 24.93' ! 51.31 9 Suffolk County, N'w York - L0114 w 30' 24.0' I °ll lb o� °' , . . 243' ll.o' \ \ I 5.93 ,- 584 _ eA I 15 �; �m \\\ W�pgULKH D CERTIFIES S RVEY 'V� o 4 TIE LINE ALONG APPROXIMATE HIGH a I 1 28.2' \\\ ( vJ Pu \ pU \\ / 016 4 0" 5 WATER MARK AS LOCATED ON 10/29/2021 1000 7 2 8 WOF \ r.:� 9 I L 1.6 W WOOD \1 I CONC. CO p 1000 7 2 11 i Lot 15 DECK \ LEGEND 1000 7 2 10 / I \ 21T 5Q o - , , �,� - 1000 7 2 11 7 573 N88 13 37 W , z CIC =CAST IRON COVER 1000 7 2 12 3 27.9' \ \\\ 60 21a�++W 29.30' CE Y LU a \ \ °57 =CELLAR ECHIMNEY 1000 7 2 14 ZANCE 1000 3 \\ \\ I 7.23 bob b+� 5Z2 S64038'07"W cCH F =CHAIN LINK FENCE County Tax Map District 1000 Section " 7 Bock 2 Lot 15 o V �'DF \ \\ 3 C� 26.48' FIELD SURVEY COMlPLETED o / L 10 \s 2b 0°5 CMF =CONCRETE MONUMENT FOUND a o ,�,� � A3' oj0 CMS =CONCRETE MONUMENT SET OCT. 28,2021 CP MAP PREPARED =CONCRETE PAVEMENT NOV. 17,2021 0 g5 CSW =CONCRETE SIDEWALK DI =DRAINAGE INLET Record of Revi ions _ G EOP =EDGE OF PAVEMENT REVISION DATE .6- eJ��Y\EP� �j°ZZ� G Ov L IPF =IRON PIPE FOUND o.6'E 5b J � AAPF = METAL E A'3 � L POST FOUND OL =ON PROPERTY I b $+�' pip LINE - ° 1 1 PRF = POST&RAIL FENCE I, N �oo���Po PO y5� RCF =REBAIR&CAP FOUND p eJ� 2VER b9 � " DF = WOOD FRO ROOF ENCE WMR o ;WATER METER °O� S79°51'17"W NSF = WOOq STAKE FOUND Y 0 20 40 80 120 25.99' WSS =WOOD STAKE SET 40 UTILITY POLE = FIRE HYDRANT Scale: 1" =END OF DIRECTION/DISTANCE JOB NO. 2021-0267 DWG. 2021_0267 cs 1 OF 1 y 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. CEAT'lVED COST OF THE PROJEC . 404,4 0.00 (28.7° OF T COMB ED STR T ES VA ATIO WHIC TO LS $1 9,000.00) AS TERM D BY CERTI VALUATIO EWMAR LUATON A ADVISORY CO. Michael Al., Ai nack ATTORNEY ATLAW P.O. Bo:.,( 1047 SOL10101d. N.Y.11971 Cell No. 516-658.-6807 1`-mail: i.nlk.i yqKJ.z..o 1.1,11-e t November 10, 2022 Michel Verily, Chief BUildirig Inspector Southold Town building Department 54375 Main Road, soutliold. ,N,y. 11971 Re: Silver Sands Holdings LLC 1400 Silvermere Road GreenporL, N.Y. 1 ]9414 Dear Mr. Verity; The intent ofthis letter is to EIPPHSC You Of'the effort mide by Silver Sands Holdings I LLC' J,LQ to Conform to all applicable codes as the}.- tray pertain to the rehabilitation of tl)e (hotel and cottages. I was engaged to address the 1%.-liabilitation plan (fld evaluate the conjpOjj,,;jjts of the plan as to %viiat.jUrisdictions apply, both Town and State, and w-lich Permits may be required to be in co"T"1111cc, 11" that cOntext. .1 prepared my Analysis ol'the Southold Codes along will, discussions will, 'Town individual.,; for ilip'Llt into their interpretation as to what permit(s) may b,,, needed. In addition. I also con-1.lacted DEC to gain insiLdIt as to whether permit(s) are required.'I'llc culmination oftily inquiry was compiled in a summary analysis submitted to, the I I_C January of this year. A copy of my Analysis is attached for your review. I Simply wanted to emphasize that the LLC has. from the beginning, been diligent in understanding their responsil)ility to abide by the Coclos of the Town and State in the qpplicatioll ()I'tile rehabilitation plan. Sir)CCI-Cl) YOLWS, o Michael A. Kiniack SILVER SANDS HOLDINGS I LLC at VILLAGE of GREENPORT, TOWN OF SOUTHOLD Analysis of Southold Codes for ZBA and Trustees, as May Be Applicable. For your reference as we move forward, I have attached the relevant Chapter 280 Zoning Bulk Schedule and Density and Minimum Lot Size Attachments 1 -4 and the first two pages of the Zoning chapter for a resort Residential RR District. Scope: Phase 1 of the project is to restore the existing 21-unit motel in an RR zone with no additions and the existing fifteen (15) cottages on five (5) separate lots in RR zones with no additions. Although some, or all, of the existing structures may fall within the jurisdictions of Trustees and/or New York State DEC, it is the nature of the proposed improvements that may, or may not, trigger a permit application. JURISDICTIONS AND PERMIT REQUIREMENTS FOR PHASE ONE I. TOWN TRUSTEES a. Tidal Wetlands: within 100 feet landward of tidal wetland boundary or mean high water(MHW) to closest point of either existing or proposed structure. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Trustee permit(s) not required where renovation or repair of existing structure (including roof area), where there is no increase to existing footprint. This would apply to both residential and/ or commercial structures. II. NEW YORK STATE DEC a. Tidal Wetlands / HWM: 300 feet landward of either tidal wetland line or HWM, whichever is prevalent and most landward. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Tidal wetland regulations say "substantial restoration, reconstruction, modification or expansion of existing residential structures located 75 feet or more from most landward edge of tidal wetland or HWM lines does not require a permit. Exception: Does not apply to a commercial building (DEC considers motel a commercial building) within the 300-foot jurisdiction zone. In addition, the structure must be at least 75 feet distance from the tidal wetland or HWM line. If not, a variance request will be required. FINDING: structure within 100 feet of Freshwater Wetland would "most likely" require a permit (unless interior work only) III. SOUTHOLD BUILDING DEPARTMENT AS ORIGINAL INTERPRETERS OF CHAPTER 280 ZONING CODE I submitted the overall site plan and the individual lot surveys along with a request for an opinion to the Building Department as to what, if any, zoning variances may be required for the proposed Phase one restoration plan. I was informed that the proposed work (exterior and interior restoration) does not appear to require any zoning variances for either the residential buildings or the motel. Note: As we previously discussed, the Building Dept. has a policy to the effect that if the total costs of materials and labor exceed 50% of a buildings market value, then it is considered a demolition. This designation would then require the building to be in conformance with Zoning Bulk Schedule and Density Attachments Charts and, if not, file for variance(s). With each building permit application, the only additional requirement would be a submittal of the proposed window schedule. *This will help us bypass the 50% rule SUMMARY TO DATE: From the site plan information we have, it does not appear that the motel is within 75 feet of the HWM, so no variance would be required. But we need to verify that assumption, once Young and Young has updated their survey to include the tidal lines and the flood zone lines. The only permit that appears to be a certainty is a DEC permit for the motel, as a commercial building within DEC's 300-foot jurisdiction zone. Just need the site plan for the motel lot with all the relevant information and distances to file for a DEC permit. Once closure has occurred, I can file within a few days. SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38,OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PREMISE: 1 100 Silvermere Rd, Greenport SG�h 1311: 2000689,137 AKA #23 Silvermere Rd-CA300087091 I DEAR CUSTOMER: Please be advised: Effective ,June 1, 2023, our fees may be increasing. To "loci: in" the current pricing your job must be released by May 31,2023. For your job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As oP December 1, 2019. all services are regUil-Cd to meet the attached specifications. Please i-eviem, these carefully, as all crlteda mUst be met for the field lllspectloll to pass. Before your application for new service can be released to our consh•uction department, it will be necessary for you to complete/submit the following: 1. Fees: Two 2" Domestic Tap& Vaults(u19,820ea $19,640.00 One 6" Hydrant Line $16.200.00 Deposit 300.00 TOTAL DUI: 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 ciielosed Private Hydrant Application (gold paper) so your hydrant application may be considered. 4. Ctistomer Service Liitc Measurement Dorm (Dorm 9215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)mice your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the moiler or a licelsed plumber is acceptable)ones your sel•wiee line is installed. 6. Address verification — Please provide doctinlcntation assigning the premise address and the coordiilathig tax Map number. 7. Private Hydrant Maintenance Agreement and Fce: 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$7250.00 per hydrant. Please mail all information to the above address. If you have any questions, please contact the New Service Department at (631) 218-1148 or via email newconsti-tictionclei•lis(7sewa.coln OR Latosha at (631) 563-5641 or via email lritosha.inoscicy-ortiznq scova.c(ini APPLICATION FOR PRIVATE.'HYDRANT ,ApplicationJs:made by: Alexander Perros Date: 9/6/2022 Company<;Name: Silver Sands Holdings I LLC Address: 1100 Silvermere Road, Greenport, NY 11944 Contact Person: Alexander Perros ,Contact Phone Number: 917 318-0027 Mailrng,Address(if different): 1400 Silvermere Road, Greenport, NY 11944 App.li'catlonis made for the,installation,of private;hydrants)tobefed.by, 1 h inchtap(s). I:understand'that once the hydrantlines are.tapped, Pw'iil:be biiled.quarterly,(.pertap)for fire-protection:per the-current rate schedule. As of the date of this application,the current rate is$. -1 ' 'S 7 per quarter. Please,state the reason.for requesting a private hydrant; is this a p'ersonal.Choice, or are you being�mand'ated 'to install per the Fire Marshal, Town code,State code, etc?,;If being mandated, please attach documentation to this application. Personal choice Please.note: Private-'hydrants must be located°on.your private property, and are only for fire protection. TWo separate inspections..required;:for a private,.hydrant: 1...The�,service Iine,to the hyd rant—contact,Barbara Yatauro at.563-5669 to schedule. 2. The`hydrant—contact Ilya"Cetta at 5:63.5672 to schedule Once the,inspections have passed, the:Private Hydrant'Main.tenance Agreement:will,.be forwarded to the address.listed above., Applicant Signature: �A" "Printed`Name and'Title: Alexander Perros, Manager SCWA Rcay.l�q 0215' e73lVJK Lie C��r7�ilV l V TT�i��',�GS' U HP-ROW-Y �. sf . CUSTOMERS SERVI.CL"LINE MEASU.REMENTS Ali THIS PORTION.TO BE'COIbMPLECED BY APPLICANT OR INSTALLER NAME Silver Sands''Holdings I LLC/Alexander'Perros TELEPHONE NUMBER +' �1Z318-002T I,, PREMISES ADDRESS 1100 Silvermere Road,.Gre.enpgrt, NY,11944 (' MAILING ADDRESS 1400 Silvermere,Road,'Green ort NY.�11.944 R,Os � 6V GE€�6fE�:�Al�@�SP®G�4�fitd'�b8�96h9 !W VAEAS.fffiL:Di9 ^aLtii$yPS`$OUT tdi3i/SE I iFiE SERVICE LfhJE MUST.QE MANHOLE [] „POLE [j FROMT I, SOFT- K'.COPPERAND/OR100,PSI' PLASTIC.: , HOUSE [] LEFT SIDE (� SIDE `� 2 COPPER l'NSTALIED�TO QItOPERTY LINE. 3 SERVICE INSTALLED:WITH MINIMUM A-6'COVER '! GARAGE'' ❑ RIGHT SIDE (� 'GARAGE L;.1 4 COMPRESSION FITTING ONLY„UNDERG DROUN . ,( PORCH I] AS SHOWN n MARK ON CURB 5 INSPECTION'BY S.C.M.A.BEFORE BACIOIL'LING. HYDRANT M EXISTING SERVICE (_] OR STREET ❑ b BACKFILL WITH CLEAN FILL:NO RUBBISH;,TRE6:.ETC:.. 7 CUSTOMER SHU.T:OFRVALVE•INSTAL LED AT POINT OF;ENTRY::'_ s OTHER CATCH BASIN 0 INSTALLED BYf_ ` f I LICENSE t1: :t HOUSE, .1'ELEPHOI\IF,iD! __ s OR _ DATE'`. BUILDING m w _ Q THIS PORTION TO BE COMP.LETEDBY'S C W.A' I 1 rl BP OR CA A' - it STREET NAME DATE RECEIVED: STREET(NAME: .sI ti SUFFOLK COUNTY WATER AUTHORITY SERVICE LINE CERTIFICATION I hereby certify that the information entered on Suffolk County Water Authority Form 215-Measurement Form is correct and complete and that the service line installation was completed in accordance with the rules, regulations, and requirements of the Suffolk County Water Authority and local plumbing code and was installed by the owner of the premises or by a plumber licensed by the municipal entity with jurisdiction over the premises. Name of owner: Silver Sands Holdings I LLC Premise Address: 1100 Silvermere Road, Greenport, NY 11944 TO BE COMPLETED BY INSTALLER (If owner installed,complete this portion) Owner signature: Print Name: Alexander Perros Date: 9/6/2022 OR (If Licensed Plumber installed,complete this portion) Licensed Plumber Signature: Print Name: Date: License Number: Please specify: ❑ I am licensed in the County of ❑ I am licensed in the Township of Business Address: For office use only: CA Revised 2/16/2011 ��_ �- MDERGN ASSOCIA uc t �.ab.csmme cma.q .ro �a go l— PO.Box llb phone:k aai-vast Saulhdd.NeWYak 11971 E-A'd::rbnb5t®aplmfreret „ O r`� U uC• awewaodmo<l1C O 77 I AME D ENT OWNERSHIP These USE OF DOCUMENTS: These drawings and specifications Including the SHOWER Ideas,design and arrangements represented therein,are the property of KEHL DESIGN CONSTRUCTION TO ASSOCIATES.LLC.No part thereof shall be CONSIST OF 4X4 copied,disdosed to others or used In connection Concrete with my work or project other than for which Slob with Exterior �t ACQ POSTS WITH 2X4 they have been prepared without written consent. c7IN — I HORIZONTAL SUPPORTS D � ❑Shower WITH 1X6 VERTICAL SIDING REV.Dywell 00 O N 0 3—of-23= 03- 5-23e NEW 0-0-31323 in 2440H2840 o2 6-0-23 2868 Door (2)lY4'X 74" LVL Hdr. o 0 w � D a0 w>U = 'Z O +R + CL N 1 I ~I I '� VO —INW ORK NOTES: O O CD I d Lai I LOTCO aD BEDROOM �� IV Z Z 3 N N DET�iTOR E V IIL �J 1—i U ISO N N r f �o ACC SITTING I -IN _� i I AREA C r i JUN 21 2023 non SIN M N N NLo — _ co p 00 Q µ I N >w2 R xI I N,1�I I 1/1. -L00 Of o-Z Acceptance of these drawings does not authorize the right to N buid"lhouth ouUarimtion of local go emng agencies,such r7 N;o as Suffolk Canty Deptof Health Services,Tom Buidng I of I Dgwimmis,DEC,FEYA,etc,verify all cmams,codes,and requirements with such agencies prior to construction. I „ZZ—, BATH 10 �� Ll FIRE T ' ROOM t� 1 SILVER SANDS t 286 MOTEL 244FX5040 =1N DOOR 244 2840 r7 R0. 35' -0 -° N °' 1100 SILVERMERE ROAD „ Z—,L „ L—, Mn „ 9 N „ l—,S iN - GREENPORT,NY 11944 •�— CABIN 107 I c S C R E E N E D P O R C: :�, SCTM#1000-47-02-14 DRAWING IIILL: O U +R O ti+ � � y. 1 CABIN 107 x N '`' EXTERIOR SHOWER 2868 MODIFICATION SCREEN DOOR' � �y;r G v C II[Y RM HE AN NSTMOT OF In SM MO AM H PMTf OF If \ OESXN RRE O DIE Np4 SEAL 6/F THE NOSIO.MRNOLOIR NA ff PRD4WIED ro DE FU1E51 DrDiT OF THE lAl O1NDaClDtS MAIL 1071'Nl j'0 l—,F�'„ l—. „ l l—, „9—,�' ` �� rnDlrus uo aENpDIs Aro I wlEr ff�D&taE fm f>Ein RE nc z \a 0 t7 n:' v mlEsgoNfL AS9 E5 o uAa Tr ra aareQs aE ro E+aoN w '0 -, D CU FTID UT AMTIONS ILl4D M WABIS N11 ' 0 ' T/LIaMM/S IR15DiA`OOt TO DIEM NlNS „f9— l „ l l—,Zl :ram:§1�,;{ A OCTOBER 04 2022 „9—,9Z PROJECT NO: r 1135-2022 I RAWN BY: WATER VIEW «:lam V BDK �O O HECKED BY: 4 �C FLOOR PLAN \ SHEET NUMBER FEssioNa`� A101 OF SCALE: 1/4"= T-O" DB NUMBER: o IIi MM-ASi aAn;ue xx GENERAL NOTES: ; .%-;r ��%ii ; �.< �,. �.;�r%�� ,%=, ,;%' �'%:%` SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION ;� z 1, �� „re „! � �ri' 0 RN' T R A C T D R N D T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/'Larch #2 or better. GENERAL NOTES: 2, FIRE SAFETY: KEHL T��(� - �DESIGN ASSOCIATES 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2, All structural wood shall be in accordance with the national design specifications 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 11 CODE OF NEW YORK, FIRE DEPARTMEN7 RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. `i' residential & commercial design • consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1615 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSUIRANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a register(ed 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. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Southold,New York 11911 E-Mail; ssbn654@opfOnline.nef 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC•formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, 7' �///i/Iw �-�r /�l// �- h mT�� /��, -, 4. a. All plywood shall be in accordance with the American Plywood Association (A1PA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain o)f face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & uSE OF DOCUMENTS: 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 RESPONSI®LE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOIR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING, ELECTRICALS, ETC, Fv = 95 PSI 7. Fb - 825 PSI C. HEAVY DROP CLOTHS. REV. tic PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 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 8. a. Laminated Veneer Lumber (LVL): ACCUMULATION. 03-01-23 � ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN E 1 ,900,000 PSI 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv - 285 PSI 1 • 9. Fb - 2600 PSI 4. NOISE AFTER HOURS: 03-13-23 -f'/"a�'d , Q�rn9 T HIN REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE - V THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, Q DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. L,n�..� �������.�. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. �, -�, �' y1 ra,, 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN (OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. I'da..r ECTIMN F=�E` UI ��-::D ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REWIEWED 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. WILL BE ALLOWED TO COMMENCE UNTIIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANJY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY S;AFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HiARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORIKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES �� �����CT�ON 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC, SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT REr,,)U1R4 D BEFORE THE CONTRACTOR WILL COORDINATE THIE 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 LOF THCONTRACTORS NTEIR A ACTIVITY BEAND RTHEIR REPRESENTSIBLE FOR ATIVES HE SAWORKING FETY TON EMPLOYEES S THIS PROJECT SHALL A ALL TIMES OTHERS AND N [AND DURING THE �� �COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. N Ill 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THIE 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 STRUCT-URE. 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, L_LC. 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 1THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 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, Additional C 0 M M E R C A L_ C 0 ST R U CT I 0 D ETA I LS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ALTERATION LEVEL � AS PER THE 2020 EXISTING BUILDING CODE 0 F NEW YORK ( 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION Certification CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 BUILDING CODE OF NEW YORK STATE. May Be Required. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL 2018 Conservation Code (IECC) 25 Ibs/sqft 130 (mph) C SEVERE 3•-0' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A UInternational-Energyl l Ll TABLE 1607.1 - MINIMUM UNIFORMLY CONCENTRATED LIVETLOADS9 LIVE LOADS La, AND MINIMUM DESIGN CRITERIA COMMERCIAL CONSTRUCTION ,/ D ETA I LS SECTION C503 ALTERATIONS A VEU AS NOTE® I exterior lightingALL CONSTRUCTION TO CONFORM TO ASCE STANDARD DATE: � R zl B.P.# installed replaced car PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED p LOADS (psf) (Pounds) (S E I/AS C E 7-2 2) C503.1 General -- - _IR C/� -&--)-- repaired shall conform 9. Dining Rooms and Restaurants 100m Alterations to any building or structure shall comply with the requirements of this section ;" ; 3UIL0h,,6 ULPARTMENT AT to Chapter172 USES(s) AND OCCUPANCY CLASSIFICATION(ss) C"' and the code of the new construction. Alterations shall be such that the existing 765-1802 8 AM TO 4 PM FOR THE Of the Town Code USE OCCUPANCCY 10. Dwellings (see Residential) AC C E S S I" B I L_ TY. C O N ST R U CT I 0 NZ DETAILS buildi FOLLOWING INSPECTIONS: building or structure is not less conforming to the provisions of this code than the ' 1. FOUNDATI'' - -i'� 0 tiEOU!RED DETAILS DIMENSIONS M EN S I 0 NS AND CONSTRUCTION N STR U CTI O N existing building or structure was prior to the alteration. Alterations to an existing FOR POURED CONCRETE MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, building, building system or portion thereof shall conform to the provisions Of this Code 2. :;,)UGH - FRAMING & PLUMBING e TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS TO CONFORM TO 2009 A,1 1 7. 1 as those provisions relate to new construction without requiring the unaltered portions of 3, EIGULATION the existing building or building system to comply with this code. Alterations shall not r. FINAL - CONSTRUCTION MUST TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGEI 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 y systems. Acceptance of these drawings does not authorize the right to I.JJK CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITI'ION OF THE INTERNATIONAL ENERGY A' L CONSTRUCTION SHALL MEET THE V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 REQUIREMENTS OF THE CODES OF NEW build withoutthe authorization of local governing agencies, SUCK CONSERVATION CODE AND ASHRAE 90.1.2016 EXCEPTIONS: The following alterations need not comply with the requirements for new YORK STATE. NOT RESPONSIBLE FOR as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS k 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: DESIGN OR CONSTRUCTION ERRORS. Departments, DEC, FEMA, etc, Verify all conditions, codes, and PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATfION CONSTRUCTION CODE OF NEW YORK requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 a,i 1. Storm windows installed over existing fenestration. OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIIREMENTS,R-VALUE METHOD COMPLY WITH ALL CODES OF PROJECT: HEIGHT BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 2. Surfaced applied window film installed on existing single pane fenestration ,- THE VERTICAL DISTANCE FROM GRADE CLIMATE ROOFS WALLS ADUVE WAU.S BELOW nom NEW YORK STATE & TOWN CODES PLANE TO THE AVERAGE HEIGHT OF m ZONE ATTICSAND W=FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing Solar heat gala, provided that the code does not I I,"-,-F� a ,Ir ,• f +t� UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM UNHEATED SLABS AS REQJ ��. _ GO,NC IT10NS OF THE HIGHEST ROOF SURFACE 3 STORY 100 OTHER AND OTHER GRADE FRAMING DOORS FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. 3' LE t=h A =1 1'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT 2020 BUILDING CODE OF NEW YORK MARINE R13 R-10FOR24' U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall or floor cavities exposed during construction, provided •- - R38 R-3.8d R-7.5 R-30 R-4.75 -I , STATE. GROUPR ORR-20 BLOW 0.38 0.45 0.77 that these COVIt12S are filled with insulation. � - ., �, •+, ,,,.��ru��OARD MOTEL 4. Construction where the existing roof, wall or floor cavity is not exposed. S^'7111^1 u TOiVgT?USTEE:S SHGC SHGC SHGC 5. Roof recovered. off L UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN PF<02 PF<0.2 PF<0.2 THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 0.36 0.36 0.36 6 Air barriers shall not be required and roof replacement TOTAL HEIGHT FROM RIDGE TO GRADE 13'--6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED BUILDING ENVELOPE FENESTRATION MAXIMUM . q p RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC where the alterations or renovations to the building d0 not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 D.2<PF<0.5 02<PF<0.5 OR OCCUPANCY LOAD REQUIREMENTS. CLIMATE 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 VERTICAL FENESTRATE SHGC IS UNLAWFUL j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN SHGC SHGC SHGC THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE U-FACTOR PFZ0.5 PFZ0.5 P172!.05 CABIN 107 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED 038 0.58 0.58 0.58 � RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF oN IITHOUT CERTIFICAT r SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PINIE ##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 ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENMMoo � 0.77 AND CARBON MONOXIDE DETECTORS I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC SHGC ARE TO BE CONNECTED WITH A CENTRAL ;=;t-",'ilI`JSi{Oi~f�1 �,�J�tERRUwOrF GENERAL NOTES THAN 30 INCHES. 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS PF<02 0.36 MONITORING STATION AND TO BE A,�JT TO CHAPTER 236 AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE 'NTkic TOWN CODE. VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0•43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC PLUMBER CERTIFICATION NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY, STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF20.5 0.43 1 ON LEAD CONTENT BEFORE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 474 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS, PF = PROJECTION FACTOR r DESIGN PRDFESSIOPJAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ---- - --- CERTIFICATE OF OCCUPANC NEW FIRST FLOOR NA i _ PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA SOLDER USED IN WATER FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR nELD FIT. THE NEW SECOND FLOOR NA M. LIVE LOAD REDUCTION IS NOT PERMITTED. SUPPLY SYSTEM CANNOT DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKI;DWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA EX!"-F_ED 2/10 OF 1% LEAD. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, LOFT NA f---�� a ^T'` SEAL: DATE: ATTIC (HOUSE)(a) NAB 1 \�� 1 ATTIC (HOUSE)(b) �` NEW GARAGE ADDITION NA , n _ �' � q SEPTEMBER, 09 2022 E G GE L� ' - PROJECT N0: ATTIC (GARAGE)(a) NA L EX. UTILITY ROOM 14 sq.ft. (1r 1135-2022 EX. SCREENED PORCHES 76 sq.ft. CD J. DRAWN BY: BDK \�'� EX. OUTDOOR SHOWER EXISTING DECK NA CHECKED BY: NEW DECK NA r`? COVERED NEW DECK NA SHEET NUMBER: EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA POOL HOUSE /► aJ,C` Y . CABANA NA �LUMBIN G ALL PLUMBING WAStE 1 1 ACCESSORY STRUCTURE NA faTING BEFORER E COVERING (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE © KEHbDE,SIGN•ASSOCIATES,1LC SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF ./ i/TWO 8d NAILS THIS PROVIDE 1 HGAIOKT ON SIDE OF TRUSS. O FASTENERS ALLOWABLE LOADS 1•2 LOAD LATERAL WITH TOTAL FOUR /• o MODEL GA UPLIFT UPLIFT (133/160) Sdx1}" CODE Sd NAILS , SIDE OF CEILING JOIST i % � � NO. TO TO TO AVG NAILS REF. AND ON SIDE OF RAFTER RAFTERS/ ULT. INTO TRUSS. /• TRUSS PLATES STUDS (1353) (160) F F2 (133& __ STU "— , irn) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a'cr TAKE—SIMPSON H7 16 4-8d 2-8d 8—Bd 2991 93i0 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND :a— TAKE—UP WASHER KEHL DESIGN ASSOCIATES Uc PROPER INSTALLATION PROCEDURES y _ residential & commercial design . consulting H6 16 8-8d 8-8d 3983 9115 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO °I o ARTJ"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o o e MODEL GA AVG 2 INTO ° °• o P0,Box 1675 phone: (631(433-9084 NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °mo o° ° ° Southold,New York 11971 E-Mail: ssbnb54@optonline,net WIDTHSPAN L QTY DIA 14, 2, 24" 3• 31" 11" 2. 2J" 3" 3}„ a EIGHT 8d NAILS SP4 1205 1400 S, 44, 85 INTO Kehl Design Associates,LLC 0 forme ly D A K Associates,LLC LFTA 16 2J" 17" 381"16-10d — 4200 STUD FF I ° OWNERSHIP & USE OF DOCUMENIS: DOU)G—FIR LARCH / SO. PINE o° FASTENERS ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 112 These drawings and specifications including the CODE ° NO. ULT. REF. LFTA ideas, design and arrangements represented 10d 10d x 14" (1,33 / 160) (133) (160) L_S TA 21 ° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong—Tie copied, disclosed to others or used in connection MT516 18 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° HGA10 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 "I�" they have been prepared without written consent. AR T�'x 12 °o LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW— °° STU 5 REV. DOUG—FIR—LARCH COUPLER NUT DETAIL "E" Equal number of L °' �SIMPSON 03-01-23 TYPE OF DIRECTION SO. PINE CODE ° 03-05-23 ALLOWABLE LOADS REF. MODEL NEC— OF LOAD FLOOR ROOF (13;3/ specified Halls in ° TAKE—UP WASHER (100) (125) 16ro each end 03-13-23 O TION Simpson Strong—Tie G 515 645 6770 CS16 ART5"x12 LTP4 5 J 515 645 6770 6, 39, 97 DETAIL "H" H 515 645 6770 MATERIAL DIMEENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2.3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. NO. ANCHOR ULT, IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS GA GA HB SIB W H1 B SO CL DIAs•8 ALLOWABLE LOAD DESIGN ° OTY DIA 12" 2" 2J" 3" 31" 51" LOAD DESIGN WHEN RAISED OFF °O° THE SILL PLATE ° 0 HD2A 16 12 4A" 2}" 2J" E8" 2t " i„ 118 �' 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLLOWABLE UPLIFT LOADS AVG DF / SP CODE N0. W L STUD PLATE ULT. (133)2 (16 0)' REF. SP4 3A" 7}" —10d x 1 J" 2917 735 585 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) AILLOWABLE TENSION LOADS CODE MODEL o N GA yy L NAILS FLOOR (133) (160) REF. °o 100 WORh< NOTES: LSTA21 20 16-10d 1905 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS 10000R (133) (160) REF. Simpson Strong—Tie STU 5 MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 8 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 SIMPSON L SPACING REF. HD2A TAKE—UP WASHER No. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Hi6 pson Strong—Tie CS16 150' 14" 16 CLEAR SPAN +31" 1235 1650 2� 7, 40, 90 28-8d ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS I FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. — AR H N ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL 'IF"NO. GA W H B S JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES [ JHEAIER Od 16d ULT. (133) (160)l 10d I 16d I 10d 116d 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 DETAIL 4�" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 1111111 CN W— COUPLER NUT HUS210-2 14 3b" 9{" 2 8_16d 8-16di 6076 1755 2105 1650 19DO 2065 1, 36, 84, 122 ARTJ'x12 5.. DOUG—FIR LAR H INE ALLOWABLEA STU 8 — MODEL FASTENERS AVG UPLIFT UPLIFT LATERAL CODE N0. GA (133/160) REF. ULT. SIMPSON TO RAFTERS TO PLATES TO sru0s (133) 1 (160) F F2 160 TAKE—UP WASHER HGAtOKT 14 4—SDSJ"x14" 4—SDS Acceptance of these drawings does not authorize the right to A'x3" 1523 435 435 1165 940 • build withoutthe authorization of local governing agencles, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF requirements with h rior to construction. TWO 8d NAILS THIS CNW— 4 qremen such agencies P SIDE OF TRUSS. COUPLER NUT SP4 NROJIECT: TOTAL FOUR ® SE A MINIMUM OF NAILS TWO Sd NAILS THIS IN MTS16 g LSTA21 SIMPSON ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 SI PSON TOTAL OUR /. m HD2A TAKE—UP WASHER Strong—Tie INTO TRUSS.INTO HUS210-2 qoILVER SAIML... ® fifiT E L TWO F1 SN 8 AILS TO PLATES EIG V. TWO ° 1100 SILVERMERE ROAD HT �� 8d NAILS 8d NAILS o IN TO DETAIL A STUD Simpson Strong—Tie INTO ° "Alt 1 GREENPORT, ICY 11944 H7 EIGHT / sd """SINTO ® DETAIL "D" DETAIL "G" T Si meson Strong—Tie 0 DETAIL STUD H7' Simpson Strong—Tie CABIN 107 LFTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-14 LFTA LFTA Ridge Strapping DRAWING TITLE: 01 BP LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD NOTE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 4' DIA ==12,58 cu.ft. per vertical ft. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'—O" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS 1'-0" DEEP POOL x 8' DIA. = 42,25 cu.ft. per vertical ft. 3" THROUGH ROOF 1st FLOOOR I ,st FLOOR 1 stt OF LLOOR 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE ROOF 2•. 3 ROOF AREA = 615 so/ft a CALCULATIONS AND I LTP4 2„ 3„ BATHROOM V - A x R x c PLUMBING RISER DIAGRAM I A = 615 sq/ft • LTP4 � ,st FLOOR R = 2" RAINFALL = ,17 ft I LTP4 FLOOR 2•� 3.. 2.. 3 4" F.A. VENT 6" C = CQEFF• = 1.0 NOTES: 11r11 =.O 3" ABOVE GRADE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 4 DETAIL, C O o '�.0. TO GREENPORT VILLAGE SEWER SYSTEM V = 615 x 1 x .166667 = 103 C.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 3" 3" 3 SC APPROVED Simpson Strong—Tie SEWERAGE SYSTEM PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL SE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DIE'rAjl, ��$'� Floor—to—Floor Connections Ridge Strapping 103 / 42.25 VERTICAL FT. / FT = 2.4 U.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail PLUMBING RISER DIAGRAM (N T S) USE (1) 8' DIA, POOL 3'-0 DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie O FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 103 / 22.3 VERTICAL FT. / FT = 4.6 U.F. SEAL. DATE: SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6 DIA. POOL 5-0„ DEEP = 5 V.F. PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER Q'A.',=�'� 1135-2022 � J.THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF ONE Cp�� Q� DRAWN BY: BDK HOUSE AND/OR LEADERS TO BE PIPED TO ,Ya >4 HECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH .1 , NO SUBSTITUTIONS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC SHEET NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). ,c, unless otherwise indicated, is Simpson Strong—Tie. �� No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA Due to the relationships of framing (hardware to the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. DOB NUMBER: OF hardware substitutions will render these plans IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the iinstaller/contractor assuming responsibility for the design and HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL performance of the entire stem. © I�EI1l�DESIGN°ASSOCIATES, uc P y BE DIVERTED TO EACH POOL, 26'-6 1,-92' 1, 1'-3 26'-6" 1'-10"( 3'-8 'z —108„ qi"M i - 13'-3" 13'-3" B A 102 „ KEHL DESIGN ASSOCIATES �c 1„ residential & commercial design • consulting —92 —84 3'-8g 12 -04 Provide Handrail (2)2x6 AGO a as per the 4x4 ACID Post xv Girder r 2020 Building Code Attached to 8" I71 PO.Box1675 phone; (631)433-9084 of New York State o _ �o Existing Southold,NewYork 11971 E-Mail; ssbn654ao tonline,net 0+� Q Conc. Filled Sona 33"x 54" Tube Min. 3'-0" Belo J Q �Ex- Ung� I 16"x8" Conc. Ftg. Final Grade �_ < - I Utdlty I � Min. 3'-0" Below 17 -12" '-03" 3'-13 1 Roam I Final Grade 4 = N 2x6 ACQ00 Kehl Design Associates,LLC®formerly D A K Associates,LLC �Id' ————————————— _ L——J L— —_———_—'l �/'T7/7//T9Zi% �'' .'.���/��/..,.:+rY•'�,/J�������/�"' %����//�,�i o I I I Existing OWNERSHIP & USE OF DOCUMENTS: ___ _ _ ____ ____ 8" CMU. sic —————————————————— ��" I I r, � � , 1 CO These drawings and specifications including the , r7 - - I Foundation 3� Crawl 4' Existing 1 iv ideas, design and arrangements represented 32 ra W Existing 16'x8" Conc. Ftg. I L ___ g g p Existing Min. 3'-0" Below 1 therein, are the property of KEHL DESIGN Space g z" P.C. Slob z" P.C. Slob p p y BATH 16"x8" Conc. Ftg- Final Grode. I ASSOCIATES, LLC. No art thereof shall be BEDROOM MACCess Min. S-0" Below I I E istin I--� p p " EXISTING I copied, disclosed to others or used in connection x Final Grade. ravel —6" I CRAWL SPACE I I I with any work or project other than for which ace I they have been prepared without written consent. M PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH Existing I I 91" 1 1 ' a 1 Access L—J 8" CMU. I $ c — — 5, THE 2020 BUILDING CODE OF NEW YORK STATE a U $ x bN Foundat'onl I E E I REV. I _ I __ " I I I � I r Existing r N ALL HEADERS ARE TO BE I I = I Minx8S-0" Below � o I I Existing 03-01-23 "� g ��-4'(� Existing a �� —4'T� Existing o�� —4T7 Existing I Final Grade. (2)1 a"X 7" LUL UNLESS 3 2x8 Girder Miv 03-05-23 y _ 3� 1 1 3 x8 Girder 1 c 1 (3)2x8 Girder_ = i �3)2x8 Girder rn —IN �N OTHERWISE NOTED ^00 coI I N a l I N of I I I 3,_6„ 03-13-23 L-- L__J I 8'-6" 32" I I •- I I Existing L---� � '�- I �N � N i� 8"x16" CMU. o Existing o N �_ Block Piers 2 = --2'—� ` —�'" I N I I 8'x16" CMU. `L NOTE: PROVIDE FIRE BREAKS � � 2' L———— O N I I on Block Piers — 1 " AS PER o0 I I 2'x2'x1' Con, on co I 1 � KITCHEN 6') THE 2020 N7 I I Footing N 2'x2'x1' Con. N I 1 SII TTI N G N BUILDING CODE OF N I I N Footing c I Existing I N NEW YORK STATE I N N Existing Utility 1 AREA I I Existing o0 w w Existing 4 PC. Slob I Room d 2" P.C. Slab 2" P.C. Slab Existing 32 3'-7" I I 8" cMu. 66"x 54" I I Existing Foundation I 2868 I I 8" CMU. J N 33"x 54" Foundation 15%8"sConc. Ftg. I I I a pia I L------- ————— ————————— —————————————— Min. 3'-0' Below _I —85, 8'-77° —6" 4'-72" I I Final Grade.. N NNo -----------------------� r---------------------� I �— 26'-6" I I 1 I EXISTING I Mo a I 1 CRAWL SPACE 4 SCREENED PORCH " 4" o WORK NOTES: N N I I I Existing 2668 4' 2" P.C. Slab SCREEN 8 DOOR L------ ----- 0 I t ------------- --------� Existing 16"x8" Conc. Fig. Min. —71'- 6'-108" —58 Final Below ' Grade. B A 1 3'-62" 1 2'-1 12" 26'-6" 13'-6"' 12'-112" WATER VIEW 26'-6" 3'-10" 30'—4" E)CISTII"NIG FLOOR PLAN UNIT 107 26'-6" SCALE: 1/4"= 1'-0" 12'-54" '-7a" '-5' EXISTING FOUNDATION PLAN- P 5 8 -74„ 1,. 1„ 4 1 -1 4 -10$' — '� '(� I SCALE: 1/4"=1'-0" 8 A 1 1 Provide Handrail Ai,cceptonce of these drawings does not authorize the right to as per the 2020 Building Code bluild withoutthe authorization of local governing agencies, such of New York State cis Suffolk County Dept.of Health Services, Town Building > E Departments, DEC, FEMA, etc. Verify all conditions, codes, and Rem xisting o requirements with such agencies prior to construction. Qf NEW 10 r� Window an to 1 244DH2840 2868 Door (2)1;"X 7a" LVL Hdr. PROJECT: 0 31 25'-112 S ALL COMBINATION SMOKE DETECTORS SILVEM It 0Z X ?+ AND CARBON MONOXIDE DETECTORS �Zo A�• �II = ARE TO BE CONNECTED WITH A CENTRAL 6 1W 0"TEL " A M MONITORING STATION AND TO BE �I cc Bo i BEDROOM MONITORED CONSTANTLY AS PER THE zoo N N DE GDR m 2020 BUILDING CODE OF NEW YORK STATE 1100 SILVERMER ow SITTING o E ROAD AREA GREENPORT, NY 11944 x Ln CABIN 107 x ALL INTERIOR FINISHES ARE TO COMPLY �. 00 WITH THE SCTM # 1000-47-02-14 Qw= ��� v j, El L �k, 32" N 2020 BUILDING CODE OF NEW YORK STATE DRAWING TITLE: o z m �+ 32,r _ Ul PLANS �Na Lo 32" �" I — FIRE EXTINGUISHER CABIN 107 32,,, FIRE BATH CLASS ABC, 5LB, 2A: 1 OB: C AS NOTED 17'-121" xT ROOM N AS PER TABLE 906.3(1 ) FIRE z86 EXTINGUISHERS FOR CLASS A NOT�s: 244FX5040 iN DOOR 244 2840 - THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Ro. 352" ° �° FIRE HAZARDS BASED O N, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ' ," , LIGHT, (LOW), HAZARD OCCUPANCY PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL N 7 —22' —7g' —62 5'-1 g' ivFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE ° DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR n _ SCREENED PO RC �, UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Z o FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. t Y X N SEAL: DATE: 2868 OCTOBER, 04 2022 SCREEN PROJECT NO: DOOR 1135-2022 B A K 77.7171- DRAWN BY: 102 102 B D K O \ CHECKED BY: It —loi 4' 13 2 '-61 12'-11 „ 2 --�`'„v�J� SHEET NUMBER: 26'-6,r _ WATER VIEW Al 01 FLOOR PLAN DOB NUMBER: OF SCALE: 1/4"=1'-0" © KEMDESIGN•ASSOMTES,uc ' 1, /r eD a�, r _ La 1111 1 r,l — EXISTING EXTERIOR CONSTRUCTION TO REMAIN KEHL DESIGN ASSOCIATES,LIC Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold residential & commercial design . consulting Ex. 20 Trusses - 24"oc. ;" CDX Roof Sheathing Existing Roof System P0.Box 1675 phone: (631J 433-9084 cAF Architectural Root shingles -. Southold,New York 11971 E-Mail: ssbn654@optonline,net JULu. V� .^+._ ..n. 12L Kehl Design_Associates,LLC®formerly D A K Associates,LLC Insulation Baffles D %3 77� r)n,r —.u—L OWNERSHIP & USE OF DOCUMENIS: R-49 Insulotionm Ice and Water Shield These drawings and specifications including the Vented Soffil Provide Simpson Hurricane Tydown r———� ideas, design and arrangements represented 1x6 Azek Fascia® therein, are the property of KEHL DESIGN (")2x4 Top Plate Blue Skin House Wrap or Equal 0 I ASSOCIATES, LLC. No part thereof shall be 4" Exterior Sheathing i i Screen Panel copied, disclosed to others or used in connection with any work or project other than for which I I they have been prepared without written consent. —R-15 Insulation 0 ' BATH 20 Slud's 16"oc' Cedar Siding® I I I I REV. Type "X" Fire-rated Sheetrock® ( I 2x4 Shoe 4" Su hoar Sheothingl WEST ELEVATION0 3-0 1-2 3 2x8 Box Beam Fir Flooring 03-05-23 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remai Ex.2x5 Floor Joists 16"0c. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH SCALE: 1/4"= 1'-0" 03-13-23 R-30 Insulation 3) x8 Girder 2 EPisCtinglab THE 2020 BUILDING CODE OF NEW YORK STATE Spray Foam Box Beam 8"x16" CMU. Block Piers To Remain Foundation Existing 'x2' 1n Con, 2" P.C. Slab Footin 16"x8" Conc. Ftg. 16%8" Conc, Ftg. ALL HEADERS ARE TO BE Min. 3'-0" Below Min. 3'-0" Below 3 1 Final Grade. Final Grade. (2)1Y X 74" LVL UNLESS OTHERWISE NOTEDJill I I I I I I I L I_LI�i I I_I I I I I I I I I I �I I I I I I I I I I I III U I I I 17 -102 5'-10° NOTE: PROVIDE FIRE BREAKS W 23 -82 AS PER THE 2020 BUILDING CODE OF NEW YORK STATELL Ld A s ' r: CROSS SECTION l : ; it rrxi WORK NOTES: SCALE: 1/4"= 1'-0" 102 -IL" III II IIIIIL II I 1 NOTES: EAST ELEVATION- (D Provide Insulation Baffles as required at Soffil 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 Conservation Code ® Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof ® Provide Simpson Tydown or Hurricane Strapping to the rafters at all locations of the Interior that are Exposed during the removal of mold or deteriorated interior surfaces. ® Provide 1x6 Azek or Equal to all locations of the fascias that are repaired due to Mold or Deterioration. LLLLLI I ® Blue Skin House Wrap or Equal to be Used Under Siding for All I ILLLLLLLI � Acceptance of these drawings does not authorize the right to EXISTING EXTERIOR CONSTRUCTION TO REMAIN Locations Repaired builld withoutthe authorization of local governing agencies, such m Remove and Replace any Insulation that shows signs of moldLU as Suffolk County Dept.of Health Services, Town Building Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold or deterioration with R-15 Insulation Departments, DEC, FEMA, etc. Verify all conditions, codes, and Ex. 2x4 Trusses - 24"oc (a Remove and Replace any Siding that shows signs of deterloratlODn requirements with such agencies prior to construction. 4" CDX Roof Sheathing Existing Roof System with New Cedar Wooden Shingles a ® emove R and Replace an Sheetrock that shows si ns of mold N I II II II Pr�uJEcl: GAF Architectural Roof Shingles p y g 12 or deterioration with New g Type "X" Fire-roted Sheetrock 5(— : - 1111 1 Hillird Om"' ILVE nsulation Bofflesm LJ R-45 Insulation m Ice and Water Shield m � MOITL Provide 1- Vented Soffit Beneath Existing 2x4 Rafters NORTH ELEVATION Provde Simpson Hurricane Tydown® ——— (2)2x4 Top Plate lx6 Azek Fascia m �o I I Blue Skin House Wrap or Equal 4" Exterior Sheathing 1 o Screen Panel SCALE: 1/4"= 1'-0" ' I I ALL COMBINATION SMOKE DETECTOR'S 1100 SILVERMERE ROAD R-15 Insulation 0 I BATH ' AND CARBON MONOXIDE DETECTORS 2x4 Stud's 16"oc. Cedar Siding® I GREENPORT, NY 11944 ARE TO BE CONNECTED WITH A CENTRAL Ll 8" Type "X" Fire-rated Sheetrock® I I CABIN 107 2x4 shoe I I MONITORING STATION AND TO BE � '' "Subfla) Sheathing I MONITORED CONSTANTLY AS PER THE TL�L1 SCTM # 1000-47-02-14 2x8 Box Beam "x4 Fir Fla°ring 2020 BUILDING CODE OF NEW YORK STATELl� II II II II I 2x6 Sill Existing 2X8 16"oc. Floor Joists t emgj x.2x6 Floor Joists 16"0 . l II L DRAWING TITLE: Anchor Bolts IIII ( 2x8 Girder Existing 111, PLANS R-30 Insulation 2" P.C. Slab Spray Foam Box Beam 8"x16" CMU. Block Piers To Remain an CABIN 107 8" CMU. Existing 2'x2'x1' Con. Foundation 2" P.C. Slab Footin LLLLLM "`;:z X: 16"x8" Conc. Ftg. 16,,x8" Cona. Ftg. ALL INTERIOR FINISHES ARE TO COMPLY ILUJiLLIL 4��xa Y: `:` Min. 3'-0" Below Min, 3'-0" Below r!s;zY AS NOTED Final Grade. u< Final Grade. WITH THE f t.:: 2020 BUILDING CODE OF NEW YORK STATE v>:.x'. NOTES: 4 ;,.«._.<.,, THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 17'-102" ` 5'-10" °�sr� �: DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1 ' PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 23 b2 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOMI OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I � FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SECTION SEAL: DATE: OCTOBER, 04 2022 SCALE: 1/4"= 1'-0" SOUTH ELEVATION - -r;< PROJECT NO: 102CDC Z$ J ��� 1135-2022 0 DRAWN BY: SCALE: 1/4"= 1'-0" 'fe 2 BDK CHECKED BY: Si NUMBER: 101 DOB NUMBER: OF © KEHbDESIGN•ASSOCIATES,uc 4 1/��g - MDESIGN ASSOCIATES,uc .. L �� �• � .. Q —, P"OOld,iiewYak 11971 Poll: n �",w 9;TB1 „ 8-, �"�a wN SHIN l.um N SHOWER f4 r' ® These drawings and specfficotfons Including the ideas,design and arrangement,represented CONSTRUCTION TO therein,are the property of thereof DESIGN ASSOCIATES,the No port thereat,hall be Concrete EXt2rlOr CONSIST OF 4X4 copied,disclosed to others or used in coon,titan ACQ POSTS WITH 2X4 with any work or project other than for which Slab with d' they hove been prepared without written consent. Cc HORIZONTAL SUPPORTS co Drain to �Sh ower _I WITH 1 X6 VERTICAL SIDING + O N M Drywell REV. 10OT Rem xistln9 NEW 03-05-23 r� Indow an to I 144DI-12840 03-13-23 2868 Door os-zo-z3 (2)13/"X 74' LVL Hdr. �CD I-.5Z O w Ck o CO jwN of 2� 0- O t L3 WORK NUIFS. o Oso U co Bo BEDROOM ZHU NI I NI DE /CCR C7] o DD X3 'N SITTING o w i' AREA J I i JUN 2 1 2023 N -IN IN N ao a r7 _ Lo - .. H F x o f I o f nlr I CO . W U U N N _ N � v K4 ,Zr+ i z C _Ej Acceptance of these drawings does not authain the right to N 6n INS "� buid Rithout[he authaizafion of local gmmhg III such n; tD m Suffolk Canty Dept.of Health Sa*m Tom MIMI Departments,I FEYly etc.Verify al carditions,codes,and "_ �• SIN requirements with such agencies prior to conshictlon. — � l � I Ln BATH " � a I_ Z- FIRE Roots N SILVER SANDS MOTEL 244FX5040 `� DOOR U 244 2840 0 RO. 35j" o v L „:L-,8 „�9-,S ,�l-,S 1100 SILVERMERE ROAD iv t t k iti GREENPORT,NY 11944 o I0 o_ CABIN 107 S SCTM#100047-02-14 CREENED PORCI O k� v �'+� DRAWINGTITLE. I ti+ x N CABIN 107 EXTERIOR SHOWER 2as� j MODIFICATION SCREEN DOOR " E- XSE PUNS ME AN NSTMOT OF 1NE SERNQ AND ARE RE PROPfAIY IF RE /rt� DI"PR0TS"k re104 SEAL Is 1f}DEO 01:10.NTIR IB11S"I BE V PkOSECUIED TO RE FU1�S1 E%RNI OF RIE UR 01NRUCTp+s s1WL WRFY NL b�l �rr l—< „ t l—, „9—, �P�� ` C O j DDESO ASD gWOIS Na a ASSUMES II ff FOR ETa&B t FOR un NO RE OAC3EN FIID fU(NS7USEIS AND AADDIIW BA WON 0OIYWFMI TS N1m� h/}Dy 1Anaortm®ASREsa lonRIL: „9—,9 Z > r ! l -I Az OCTOBER,04 2022 Or ry,Fs. ^ ,y- PROJECT NO: 1135-2022 l; W DRAWN Y: WATER VIEW — —° ��' eDK - .� ;.HE K BY: FLOOR PLAN FESS,o�PvV A101 SCALE: 1/4"= V-0" o�O,DLm(R1•At900Ai84,ae