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HomeMy WebLinkAbout49053-Z Of SOOlyolo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd o�rOOONTI.a Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46786 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. 49053 and dated: 03/24/2023 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#104 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: 49053 06/20/2023 PLUMBERS CERTIFICATION: Pipe Dreams Plumbing 06/27/2023 uth ize Signature TOWN OF SOUTHOLD �p�g�FFO(q-�o�y BUILDING DEPARTMENT x 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#: 49053 Date: 3/24/2023 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. #104 At premises located at: 4DbI llWSilvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-14 Nw Pursuant to application dated 11/17/2022 and approved by the Building Inspector. ,To expire on 9122/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $936.80 CO-COMMERCIAL $50.00 Total: $986.80 Building Inspector hO��pF SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh southoldtownny.gov Southold,NY 11971-0959 a �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holding 1 LLC Address: 1100 Silvermere Road city:Greenport st: New York zip: 11944 Building Permit#: 49053 Section: 47 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: License No: 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 12 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water X GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser X Single Recpt Recessed Fixtures CO2 Detectors Sub Panel X A/C Blower X Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches g 4'LED Exit Fixtures Sump Pump 1 Other Equipment: Notes: Building#104 Inspector Signature: LDate: June 20, 2023 1100 silvermere bldg 104 �.0��g so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN'OF SOUTHOLD JUN CERTIFICATION Date: Building Permit No. 110 Owner: '50rt.( SAJ5 #&j)N\5 LL,(- (Please print) Plumber-Tteiia (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ALumbers Signature) Sworn to before me this j day of 20 �), PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01CA6151160 Qualified In Suffolk County Cr,,Unty lCommission Expires August v,,') Notary Public,,�t�- .......... SOGTy�Io qqo 5✓ 11 11 e or Aol # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 / 01,4 INSPECTIO, [ ] 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 REMARKS: QW lcolf 2 DATE LA INSPECTOR OF 50UTyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTIO [ ] 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 REMARKS: ae o C- r-1 �la- DATE -020 J 3 INSPECTOR �-� `c 5 It Cove 5 l l4 1 �o )WA k sp A f sWWIP �LA-WIP 3b �t P o4 u)c-+t SOUT,yO� r �` WN OF S®UTHOL6 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLRG. [ ] FOUNDATION 2N® [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 5 uvl tq'C, ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL J. 40erl Fit o �� DATE ?7 INSPECTOR N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport, NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 - NYS Existing Building Code Section 603 Tax Info — Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On numerous occasions from 11/2022 thru 2/2023 I inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager (Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (8 sets) - Real Estate Evaluation/ Certification Statement -Newmark Valuation & Advisory - Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection, my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience, knowledge of the site and local contracting conditions, up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 1 My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, the construction cost for the planned refurbishment of these (8) structures is: Total Cost this Project = $525,767.37 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures (8) _ $ 1,409,752 (Newmark Valuation) Therefore the planned refurbishment for the (8) Cottages on this Tax Lot is 37% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds SO percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code —Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The cottages are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental roof rafters, updated insulation and replacement of interior walls and bathrooms falls well below the 50% demolition definition. 2 Even in the event of discovery of additional repairs due to deterioration of the existing structural components, the reasonable additional work value would add no more than an additional 10% to the total cost and remain well below the 50% threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling is also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the cottage structure reveals that the total cost will be 37% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. 3 Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 37% to 33% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in, regards to the Town of Southold Code. Proiect Evaluation —Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these eight cottages exactly aligns with this definition. Even though there is substantial interior work to improve the health, sanitary and safety conditions of the facility, the project should be classified as an Alteration—Level 2. Proiect Evaluation—Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work Area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work initially intended by the owner is specifically required by this Code. It is noted that the entire structural foundation system, exterior framing and sheathing, roof framing and sheathing, interior floor framing and structural covering, and some interior wall framing all remain as-is and in place. The major rough plumbing infrastructure will also remain in use. These Cottages are one-story structures and the footprint covers a minimal area 4 (400 +/- sq.ft.). Because these buildings have only have one room and a bathroom evaluating this project based upon impacted Work Area is not practical from an engineering prospective. Based upon my evaluation of the project conditions and scope it is my professional opinion the project does not have a Work Area that exceeds 50% of the building space. Actually the majority of the work area is in spaces where the activity is required to correcting existing health, sanitary or safety issues. Based upon the my evaluation of the proposed work scope, the work required for safety code reasons and the actual size and configuration of the cottages; this renovation does not have a"Work Area"that exceeds 50% of the Building Area. Summary Result - Based upon inspection of this project and to the best of my knowledge, belief and professional judgment: 1 - The statements in the Value Certification Letter dated November 10, 2022 for the construction costs of the planned refurbishment are accurate. 2 - The overall cost of the planned construction will be 37% of the property valuation (less than 50%). 3 - The adjusted cost based upon NYS definitions of the planned construction will be 33% of the property valuation (less than 50%). 4 — According to the NYS Code this project should be classified as an Alteration — Level 2 5 — According to the NYS Code this project does not have a "Work Area" that exceeds 50% of the building area. 6 — The Construction Cost and Real Estate Value Estimates developed are accurate for the proposed project. The assessment of the volume and value of the existing building elements that remain in place is also valid. Based upon the results of these efforts, the determination that this work is not a NYS Substantial Improvement is correct. In addition, the determination that this work is not a Demolition Project as defined by the Town of Southold Code (Chapter 280) is correct. OF Fyn Y Nicholas J. Mazzaferro, P.E. o w �w �0• 057�9� ss I o' 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 i f' N. J. MAZZAFERRO, P.E. May 2 z 2023 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 T. Consulting'Engineer May 22, 2023 Dew, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 1 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—49053—Cottage 104 Inspection—Framing On 4/3/2023, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the , first floors and roof of the existing cottage. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber,type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF NEB,Y Nicholas J. Mazzaferro,P.E. a o No • 05-1 pROFESSIOIA 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 I Town of Southold-Building Department 53095 Main Road Southold NY 11971 1J, Re: Silver Sands Holdings I, LLC M Ay 2 2 2023 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49053—Cottage 104 Inspection—Rough Plumbing On April 3, 2023, 1 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: I —DW— 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, pressuri2ed 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. PEE 0 N't-tv Alq Nicholas J. Mazzaferro, P.E. 0 0 051 AR�FEsslo N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 �. 7``: 14J i Re: Silver Sands Holdings I, LLC `' M AY 2 2 2023 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2, Lot-14 Building Permit Number—49053—Cottage 104 On 4/13/2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building- Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 23. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge, be ' E F I Ek,y and professional judgment, construction as installed complies with the plans an C2 PS .MA applicable Codes of NYS and Southold Town Building Codes. Nicholas J. Mazzaferro,P.E. f° o w 5 z °• 05709 �Co AROFESS!01A 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. CLa i,r& GLemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i i G�` {' 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 M00470002000 13000. 1000047000200014000, 10000 70002000 s 3000, 100004700020001'=0010; 1000047000200009900 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, SYLVIA PIRILLOLRMK EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant i Verity, Mike From: Goldsmith, Glenn Sent: Thursday, March 23, 2023 3:09 PM To: Verity, Mike Subject: Silver Sands Mike, Michael Kimack requested that I contact you regarding the cottages at Silver Sands. The Trustees approved the existing structures, within our jurisdiction, on lots 8 -13. We have not yet approved anything on lots 14 or 15. Some of the existing cottages fall outside of our jurisdiction, more than 100' from the wetlands, so we do not take any position on them. Any interior work on the existing cottages, within our.jurisdiction, is outside of our purview as well. Please let me know if you have any questions or need anything else. Thanks! Glenn , i i FIELD INSPECTION REPORT DATE COMMENTS 12) FOUNDATION(1ST) llJ y ------------------------------------- FOUNDATION (2ND) co) f 1 0 a G cn ROUGH FRAMING& PLUMBING (b CO r INSULATION PER N.Y. STATE ENERGY CODE l ti i� FINAL it U ADDITIONAL COMMENTS yy � O 6j rn .3 + c� �� �-i'i c 2a�c. a�lo U >1 — N � � o � Lo- ..J x ¢p x d r� b H �''gOFPotK� Q� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 og • � ti Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov �r�atff': Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I PERMIT NO. �P6C�'� Building Inspector: - I Applications and forms must be filled out in their entirety. Incomplete NOV 17 2022 applications;will not be accepted. Where the Applicant.is°not the owner,an Owner's Authorization form(Page 2)shall be completed. w: Date:October 5, 2022 OWNERS)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC SCTM#1000-; Project Address:lig Silvermere Road, Units 101, . Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. . Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW..COM DESIGN.PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address: 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION'OF-PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration RRepair ❑Demolition Estimated Cost of Project: DOther See Attached. $404,490.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? []Yes BNo 1 • a PROPERTY INFORMATION Existing use of property: _ '� O e ( Intended use of property:__( --- _ _ I M -.-----. Zone or use district in which premises is situated: Are there any covenan tsd restrictions with respect to ._— - this property? Dyes IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuantto the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Ney fermi; ❑Authorized Agent 20wner Signature of Applicant: Date: 3-29-0 3 STATE OF NEW YORK) SS: COUNTY OF SOFkX ) lqkx Peff;�S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the ©�✓}er , (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ?,$ day of ,20r� "'�' y Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. OID1475593 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County (Where the applicant is not the owner) My Commission Expires April 30. 20_/ I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 PROPERTY'INFORMATION Existing use of property:R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm wateriissues as provided by Chapter 236 of the Town Code. APPLICATION ISMEREBY 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 Regulationsjor 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): uthorized Agent []Owner Signature of Applicant: Date: 3 c C STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) RICHARD W. VANDENBURGH 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 dayof JUNE , 2022 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described 'herein. ' Owner's Signatur Date ALEX PERROS Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIvl§iou 0114110611m ontbd voilnlbl Wtglall 1 SUNY t«Stony Brook,50 ChCIL,Road.Stony Brook,NY 11790 P:(1531)444-03651 F:(631)444-0360 W1V W.eia;n.;:ltkli.+v LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property; 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros; Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map #720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead, Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project, Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 0��Z, Kevin Kispert cc; BMHP Permit Administrator File ���wvraui< -i)Upilrtltlnntor , ,H1I;,aY tinvlrnnnlnnlnl `�� Cran�rlev►�tlan BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 i' Southold, New York 11971-0959 'uAll Telephone 631 765-1802 - FAX 631 765-9502 roger[@southoldtownny.aov seandCa�southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: �'- 7 ZZ- Company Name: by I 1 cri, S V, Electrician's Name: cn bV h S) License No.: Elec. email: Lt 7 ,44,,,D Elec. Phone No: 3/.7-3 4. 1 01 request an email copy of Certificate of Compliance Elec. Address.: 31 5' fa JOB SITE INFORMATION/ (All information Required) Zca"o Name: .S / ✓t,- -J ' l J C-L Addressf lob jjAe=D 5, v , ��-- Cross Street: 2-T- 'L a Phone No.: 7. 3/ T- . D d Z7 Bldg.Permit #: D5--5 email: Tax Map District: 1000 Section: Block: A Lot: l BRIEF DESCRIPTION OF WORK, INCLUDE SQUA E FOOTAGE (Please Print Clearly): -Square Footage: Circle All That Apply: Is job ready for inspection?: YES®NO Rough In Final Do you need a Temp Certificate?: ® YES ❑ NO Issued On Temp Information: (All information required) Service SizeFX-�1 Ph❑3 Ph Size: / DO A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect Service Reconnect f2lunderground Doverhead #Underground Laterals Ell 2 H Frame M Pole Work done on Service? FJY ,-N Additional Information: PAYMENT DUE WITH APPLICATION 7 PERMIT 9 Address: Switches Outlets G FI's Surface Sconces 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 ---------------------------------------------- ®_N 4� G�� BUILDING DEPARTMENT- Electrical Inspector ,$ TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 O, Telephone (631) 765-1802 Temporary Certificate # I 0 Date_ 2 — 3 2023 Customer Name �( ev-c s D Gt1/) Electrician Name Address I/0(� y�,- e� ran Phone y e-mail � Q t e-mail Phone 06 o License# Size 1 C b 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 N Flood Reconnect 'Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. / Authorized by Zf!7:�2 K:� I 43 � J'cr✓i Gt� j'� vi �di7G wi rI BUILDING DEPARTMENT-Electrical Inspector ;# 4 TOWN OFSOUTHOLD a. n Town Hall Annex - 54375 Main Road - PO Box 1179 .k Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownnv.aov — sea nd(&southoldtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �'- 7. 2-2Z Company Name: W I� C" X V, Electrician's Name: ` — rn 1,AV 1) License No.: 1,/7 M Elec. email: tVi fC h 114&,/e ,-1-77 Elec. Phone No: 3/.Z3 4. L Z!"- 01 request an email copy of Certificate of Com liance Elec. Address.: P. o ex 3/ 5' .tea �- :� l X/ JOB SITE INFORMATIc�ON/ (All Information Required) tLo "i Name: J, / ✓� I �-[-- C- Address1 L0 5 v��-- Cross Street: 2-T Z Phone No.: 2. 3) J . b Z7 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: A Lot: l BRIEF DESCRIPTION OF WORK, INCLUDE SQUA E FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES®NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: I Do A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect Munderground❑Overhead #Underground Laterals Ell M2 H Frame M Pole Work done on Service? MY X-N Additional Information: PAYMENT DUE WITH APPLICATION v AT SUFFOLK COUNTY WATER AUTHORITY SERVICE LINE CERTIFICATION I hereby certify that the information entered on Suffolk County Water Authority Form 21 S-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 SCWAFt=Nall' ' Rc�Y�1Df(34 . ������� �. �Il�'l0`�;.TT�''iu�_G'S'•�t�r'1,E1Ullti�m",����F1�U.• CUSTOMERS SERVItElINE MEASUREM�NTS THIS,PORTION TO BE COMPLETED BY APPLICANT OR INSTALLER NAME Silver Sands:Holdings I LLC/Alexander Perros TELEPHONE,NUMBER17-318-0027 PREMISESADDRESB 1.100Silvermere-Road,.Greenport,NY,11944 MAILING ADDRESS 1400 Silvermere,Road, Greenport, NY 11944 lLoCAOnoW, Cv'E�EL�'Ad,86���f�IJ i'a�ilCdG\9 ME".ff a9 aL Vf t our - tiousa£fmc SERYICE LINE'MUST;'BE: MANHOLE E] POLE I I., E7 ` FE20N7 I SOFT K"COPPER hND/OR'.2QO,PSI:f L�SiIC. . HOUSE LEFT SIDE ,2'COF'PER'INSTALLED',TO'PROPERTN LINE ❑ O SIDE J 3.:SERACE INSTAL'LEp,WITtf MINtMUNI.d`fi"COVER. I! GARAGE' ❑ RiGHTSIDB Cl GARAGE 0 d COMPRESSION FInING ONLY,UNDERGROUND. PORCH Cl AS SHOWN ❑ MARK ON CURB 5 INSPECTION HY S.C.WA.BEFORE BACkFILLING. Ij HYDRANT [] E)1571NG SERVICE (] OR STREET [j G BACKFILL WITH CLEAN FILL.NO RUBBISH;TREES,EIC. .f 7 CUSTOMEfttSHUT.OFF.VALVE,INSTALLED AT POINT OF.ENTRY::° OTHER CATCH BASIN C] INSTALLED BY;' _ a LICENSE HOUSE rI LEPHONE OR DATE' BUILDING TFIIS PORTION TO BE COMPLETED BY'S C WA.: z � I T u Y R;. I [TP OR CA iJ STRe'ET NAhii DATE RECEIVED:_ " STREET NAME: a SEFIvC: 'I3E a APP:LlC,4TI.ON FOR PRIVATEHYDRANT Appl,icattom is made by: Alexander Perros Date: 9/6/2022 Company',Name: Silver Sands Holdings I LLC Addfess: 1100'Silvermere Road, Green port, NY 11944 Gon tact:P'erson: Alexander Perros Con'tactPhon'e:Number,: 917 318-0027, Mai,ii�ng,Adti'ress,�(if 4fferen* 1,400 Silvermere Road, Greenport, NY 11944, A,pp,licatlowis.made:for,the,instMIatiombf privat6 hydrant(s)'.to�b6 fed by 'O inch ta;p(s). und;erstan;d'that:once the,hydrae;t`Pines,are;tapped,.twill:be,billed.quarted.Y.'(pertap)for fire protection per •thecurrent;rate schedule. As gf•,the.date of this application,:the,current rate is$ �: per quarter. Please state the reason for requesting,a,private hydrant;,,is this a,p`er-sonal;cho'ice;'or:arei:you,being mandated to ihstall:per'the.Fire Marshal,Town code, 5tate:code, etc?,.If being mandated, please attach documentation < to this application. Personal choice . Please note: • . . • . _ . Private hydrants must belocated'.on.your':private:property; and?are,only for fire protection. Twao separatelhspections•'required:=for'aprivate hydrant: 1._•The=service line to'th'ethydrant contact'Bar.bara Yatauro.!at�563-5669't6'sched'ule 2. The hydrant�-,contact. Visa-'Cetta at 563-5'67.2`to sche:du'le Once fihe;:inspectlons�have.,passed th:e Private:;Hydrant'Maintenance..Agreernent;,will,;''be• forwar.,ded•to,;the•address�1isted above., A,pp'Iiq-qni Signature:, Panted Name and Title': Alexander Perros, Manager SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38,OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 August 30, 2022 PREMISE;: 1100 Silvermere Rd, Greenport BI-: 2000689,137 AKA 423 Silvernlere Rd-CA3000870911 DEAR CUSTOMS It: � � Cc � '— 0 c l� 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. _. _ m, IMPORTANT INSTALLATION INFORMATION As of December 1, 2019, all services are regUlred to tlleet the attached specifications. Please review these carefully, as all criteria must be met for the tiel.d inspection to pass. my Before your application for new service can Lie released to our construction department, it will be necessary for you to complete/submit the following: l. l-'ecs: Two 2" Domestic Tap& Vaults(c 9,820ea $19,640.00 One 6" Hydrant Line $16.200.00 Deposit $ 300.00 TOTAL DUE S36,140.00 2. Inspection request— Residential inspections must be Scheduled two (2) weeks in advance, and are subJect to the 6111e MlStl'ai11tS Of OU1'Workload. Please plan accordingly. 3. !'lease complete the enclosed Private Hydrant Appfication (gold paper) so your hydrant application may be considered. 4. Customer Service Line Measurement Form (form 9215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installed. 5. Service Line Certification — Must be completed by Whoever installs the service (either the; owner or a licensed plumber is acceptable)011CC y0L1r SCi'VICC line is installed. 6. Address verification — Please provide documentation assigning the premise address and the coordinating tax map number. 7. Private Hydrant Maintenance Agreement and Pee: "Phis will be sent under separate cover after you have had your hydrant inspected. Please contact Lisa Cetta at (631) 56 3-5672 to schedule your hydrant inspection. The fee wit I be $7250.00 per hydrant. Please mail all information to the :above address. If ,you have any questions, please contact the New Service Depai-tilient at (631) 218-1148 oi- via email nevieonsti-tictioixelet-ks(t-bsew,i.cO4ii OR Latosliaa at (631) 563-5641 oi•via email latoshai.moseley-ortiznsc-%va.coin cul CCONC OVER CO VL CMF �00 � +�F/ J�p JY�pbb ob'�l�ti 1 G10 /o O y pQ � . R CMF� �) / 5 x7.3 I0 \ i� IPF V CG13 w O O D 5 14.5' Q�p� ��4 I \.. k V8, LANDWARD LIMIT OF I J \ ° , f RE5HWA'I'ER WETLANU ;�5 A ��� u J / 1.6 ' 4V Mr: CDELINEATED BY COLE 9' ti9� 16.5' I JJ f pF C ENVIRONMENTAL, > J J R \\ o z C G12 �`3 SPN.2022 �r� �J �i JJ 1.9= ]2.3' a l J J 11.3' O COVER m a a E w o Gil J� I �. , w Z o'z` w RO C ) , LLD m / 14.3' 03 213.2' EQVIPh1ENT -� ENCLOSURE xa.3 11 6.0' i COI C. M I ) O 0 COV R I , 28.4 -- °y / iJ 18.1 m {3 C5W K - 15.8' 22.6' I 1 co X�0.9 X9.8 , F W Z_ O O o 09 16.3'LL FRAME ILD N I. 6 BUING �WMR -- 30.6' - r 18.0' 2.1� I 12. ro 'm `o DECK a J I 9.0' Xa W X e.z s Z �l„ 19.1' 19.9' 1i'• ° 3.5'a O ai l �1 J 12.8' \ - ,o.eX uoi ��). .7' I in1r..7., ° .1 --- 32 ' - _ �1r V7 /l 29 d n 8.2' n Q�F C 18.4' FRAME 11.9 o v ^1 CLF w Z q CSW j lI ° BUILDING FRAME 36. �/ 18.4' "rORAGE N H N 5 O�y - / � 05 \ 18.2 m r.. 12.5' X ED w 70 x,� - o WOOD DECK \ bb a:a... \ O� 1 I B� Q K CP � - _.. /f-- CONC. I COVER I I D lo 5CTM NO.100 -2-14 0 1 X B5CTM NO. 1000-47-2-15 w I I I o s � I� M I _ O 9.9 # 0 0 CONC. 0 5CTM 0�160-47-2-13 corc I SCTM NO.1000-47-2-12 I i -vE24.1, 1 , f 4 CSW- o FRAME a 3.6:5 - /Q/ / I 569°08 29r'W BUILDING r'. I^ r 24.0' 29.15'4a /1N _ X � (I��� 3p4 C 8' CSW 10.9' p ANDWARD LI -9F TIDAL ss1 o 2x'16rr IW } za.l `/ WETLANDS DELINEATED BY I FRAME rn 0 E ENVIRONMENTAL, 24.9'�3' Ir/ \ "'- g6I1-DING CN �? BUILDING•^' / SAN.2022 _ 2.9' fJ 24.0' \\� I ® 0' w f! ° TWB I 28rw 3 o ,.. 11.0' o o •0 243' #I\•° / gULKNEAD - N �^ CSW i \ \ WOOD TW6 16 5 / / D cp f \ TW4 - _ 73°17 5 N88°13-37�W---.. 564°38'07"W �b / 26.48' c b 6 lbb / 'V0 `'G 97.3 °°NAP° °Z� L 579°51'17"W 25.99 (1)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 STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINIES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT 8E CONSIDERED TO SEA 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 ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(M 6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue; Riverhead, New York 114101 tei, 651. 'T.2505 fax: 651.127.0144 a min®youngeng(neering.com I 1� Howa W. Young, Land Surveyor Thomas 0. Wol ert, Professional Engineer Douglas E. Ad ms, Professional Engineer I f 9 . r i Lot 1 I - I N 1 � Robert G. Tost, Architect CMh - ` -- Rc __- - _ E ;Zobert Stromski, Architect _ RCF / '� � CMF SITE DATA _ - lot 2 ` - --- _ RCF I I +h WX >` v► -- -- V- - ' F f o L f / * SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. 1 O V x y 01 ak / SCTM NO. 1000-47-2-9 = 10,351 SQ. FT. -1 now or formerly 1 ,� v> f 1 / * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. Douglas Dwyer&Eileen Dwyer ° V 0 1 3 a I now or formerly o` g I o `F- g a Thomas R. Shearin& 3 h Lot 3 = Q m Wanda Sue Shearin / * SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. ° , 1 n- °� !FRAME� FRAME 1 h 1 I * SCTM NO. 1000-47-2-12 = 22,339 SQ. FT. SHED FRAME 1 SHED 1 I ' / * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT. RCF �, SHED N89°53'40"E a a '- -- N CMF 182,00' MPF IPF W f * SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. S86°15'00"E 123 77' I MPF I * SCTM NO. 1000-47-2-15 = 88,340 SQ. FT. I s EOG fO - I o) -j Lot 4 I F w os Q f V+ ~ I rO f 0 Qj l Edward now or fortnerl 1 > I WooDs / Jur Y c °° FRAME 7.7' I f zenlq�`Jean J garde r SHED �' SCTM NO.1000-47-2-15 1 - -- SCTM NO.1000-47-2-14 n I Lot 5 I 1 11 - V -- - I MWax � S80055,00„E 1 40- I CONC. +rl , N 98s v 1 it ti I COVER i 44 6.0'` E- ° W PPA , .,, SCTM NO.1000-47-2-8 I ! 00 fi Loth I STpR4t 4.3' 18.1 ti 19,>>- �1 W 1 - c p0j p FRz.1' p DI O) MARSH COVER SrONEOr�'gY °� o N80°55 00�I m f 1c� O 1 I o 00 Pp� °ti o, ?7• 24.6' 1 _ 187 21' o L I arf I ITT SrpNFO��WAY y .�, ^ a Z" J1.O' COVER 1 E- L. i s N IIJI 18.0' 1 -r1.'.0' LU COVER - .N-� h 0) Lot 7 01 I . R,Cb 6.1 96� O ro �� m O .3.0. `9 1Z• CONC, 4' 1 � 3 4 0 ti'�o� cs PLANTER o 9' m COVER SCTM NO.1000-47-2-9 0 IV p I L °CONC 1819� COVER 30 T oI 24.8' o I ° 0 - FRAME COVER ° r: CO � O D _ __ SHED 2.8 I 4.01, NC.yyA(� ,7 0 •V ,V - - t� I CONC. CONC. st�OQO N80°55'00" `cDgRrREEs C) !t 1 IPF D Z O I COVER COVER I CMF ` W L s 2'0.17' _146.77, 0 3 _ R, Lot$ I ctin b1 e j6" o O. WDF cu w IPF I ,F� °�� \ ��� /l� 0 SCTM NO.1000-47-2-10 1 5 I aoeJ tib. �c� .\po ,� .y1. / �S, N80° 147.59' sro vl w �, �1• / - a� 55 00s W NE 11 -.51 360E WOODS I ,3 �� i - - - o. Cs� / �P\ �', �v1 167.76' j - - 10 0 -- IPF - IL11 1 14.5 'tp- CMF �Oj / ��° �° I IPF O �_ 1 ° p=j L r�J0JS9b16o ,, / P��P WV IPF u Lot 9 I ,�� �> 1.6' wMR 39. J 1 I 16.5' 189.49' 1�o > F cn STONE I I ` WDF OS� ,f 1.9= 12.3- N I WALL STONE 149.66' I 1.11E I �, r� ,� I o 000NC. 2.2'�-', , i TIMBEIR °l J --- Q\ , 11.3' COVER WAUL I o1 POOL I � w C5W f 1 WDF FQUIPM fNr I �60. ,� I Q a LU RO N 2 I O 0.8'W FNCLOSII� ,, , ct H ; w O 20.4' 99.8' 19.6 � II wp0D5 I ,� ,� I 10.3 °° m 14.3' I I o i 6E pF I I N N j Lot 10 ED ° ^ I 18.5' 17.9' 1 , "0" / , 013.2' M I I v 43.3' v P I L � y NI "� , ,� COVE �N I I CP I 6.0' COVER II 1 O - - 18.11'' _ WOOD 0 I I - 20.1' F T w 2 CSW DECK n15.8' I V a PR O ;.. ,oa i. 22.6' CONC. '�`+ I ao I _ IPF 'I- N a-'N CO I COVER i00 16. ap < Lot 11 0 �' �' 0 m k7 FRAME ^ I '�LL <N I a °o I SURVEYOR'S CERTIF CATION « a WMR 30.6_ K: 18.0' BUILDING N 6.2' S� � N < O g g 3.2' 2.1� I 12.5' I 1 CO v C\JM 200 'o n O I I *WEHEREBYCERTIFYTO SILVER SANDS OLDINGS 1, LLC THAT �, io �EC°K°0, N N `Y I S THIS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE - 19.1' 19.9' I 9.0'• 3 00 '� I; FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE S Ro 13 'v I a PROFESSIONAL LAND SURVEYORS. O(J OF 1 OL LIJ - N I 7.1'� IiL w , �of rJ E w y L Q V 8.2' . ch 32,1' S 12.8'^ 14.0" SCTM NO.1000-47-2-11 I P �0 4v. a I I �P �s oG \\ Q v 29.T o12.7' P i O >� W ') c}F p CI.F - •Q V Lot 12 3.11E FRAME• CLF z 18.4' o I FRAME 11.9' N Z STORAGE P1) CSW a BUILDING I NLLN 5.8' o�_-- I w 18.4' N y O I , �.ij Ea-r ''IUI O .o b _36.7' _� I m ✓� W v I I �n rov L(7 I CY 12.7' ^r - I o 4 S 8 95 J1!/ 12.5' I .-" v�l !�1 a _ woo HOWARD W.YOUNG,N. L.S.NO, 893v LAND o DECK CONC. O 11.8' `t II f SCTM NO.1000-47-2-15 SCTM NO.1000-47-2-14 COVER I f O II 20.4' I Lot 13 NO o ° I V) ( 20.3' 4.0 EC N p I - SURVEY FO I 1 4°- o' } o o COVER db l SCTM NO.1000-47-2-13 I SCTM NO.1000-47-2-12 �1 I b - _ O C5W 24T I / I - O .O T -. .. '- ° FRAME a 3 6' f ` 26.0' o - - 1 -- - - u'2. ^e BUILDING'-.� 569°O8'29"W ff I 76.78 WOOD DECK 30'12.3' 15.8-''~15.6' - -'-`-- SILVER SANDS HOL I INGS I, LLC 1 V 3p4' 24.0' 5 ro/ -- IPF_ 28.1, ro 8^8' 10.9 29.15 f f m FRAME '�. CSW I �"= " BUILDING CH N FRAMEBUILDING^? \\ I I 581°21'16"f�1/ at Greenport, Town o� Southold f - Lot 14 W 29 \ I 24.93' 11 I ° coNc.wALL 51.31' p i _ __ 9 36 � 24.D' ,► I 1 I ° "w Z m Suffolk County, N w York I ► o b o 24.3' li.o' \ \� 1 5.93 / / , 584 11 16 A csw , wp°peu�KHEnD f 2814' CERTIFIES S RVEY 26.2' \\\ I w P� o\\ A� \\ / >OTIE LINE ALONG APPROXIMATE HIGH °16 5pi S WATER MARK AS LOCATED ON 10/29 2021 1000 7 2 8 � 1.�w woos '\ I coNc. \ cpNc.w I \ / 1'v 1000 p 7 2 9 I Lot 15 I \ ��R LEGEND 1000 17 z 10 w / I DECK v \\° ry a I fi 27.9' \ I _\ /�' S7 5 N88°13'37"W i "" ° 4 1000 7 2 12 \ 6�Z l CIC =CAST IRON COVER Z 33 �\\ \\ 7.23' S�2°5� 1� °29.30' CE =CELLAR ENTRANCE 1000 7 2 13 564 38 07 W CH =CHIMNEY 1000 7 2 14 a ° H'DF \ 26 48� CLF =CHAIN LINK FENCE County Tax Map District 1000 Section 'I 7 Block 2 Lot IS 9 CMF =CONCRETE MONUMENT FOUND FIELD SURVEY COMPLETED OL L 2 OCT.28,2021 zt r 0° NOV.17,2021 L \��� 0 5b �P S =CONCRETE CONCRETE PAVEMENT cj1 MAP PREPARED / ��\ 31 y�0°�5,�1 cD5w =CONCRRETE SIDEWALK Record of Revi ions DRAINAGE INLET \ v EOP =EDGE OF PAVEMENT REVISION DATE 400 ° O IPF =IRON PIPE FOUND p P M F METAL POST FOUND 3 1�� OL =ON PROPERTY LINE o't, PRF =POST&RAIL FENCE �oo°�jE►O �o�Cj�� RCF =REBAR&CAP FOUND ' 9 ...�I RO =ROOF OVER 0 ?�'2, °� WDF =WOOD FENCE cj�9 S79°51'17"W WMR ;WATER METER 25.99' WSF =W004 STAKE FOUND 40 0 20 40 80 120 WSS =WOOD STAKE SET `Q> =UTILITY POLE Scale: 1" = 4 = FIRE HYDRANT =END OF DIRECTION/DISTANCE JOB NO.2021-026T DWG.2021_0267 c:s 1 OF 1 Alfichael AL A-knack AT FORNE Y AT LA W 1',0. 1:3(-)'N 1047 Southold, N.-Y.1 1971 ......---.._._... ----_..._..-.__..._._...--------......_..----- Cell No. 516,658.6807 E-mail: Ill*lnlilCk:r'(C�VCfILnlLll l November 1.0, 2022 Michael Verity, Chief I3uildirig Inspector Southold "1'own building Department 54375 Main Road, Southold. N.Y. 11971 Re: Silver Sands Holdings 1 .. [.,LC' 1400 Silvermere Roaci Greenport, N.Y. 1 ]944 Deter Mr. Verity, The intent of.,this letter is to apprise you ol'the effort -llade by Silver Sands Holdings 1 LLC (LAA-') to conform to all applicable codes tilev play pertain to the re.habi.litatiori of the mote) and cottages. I was engaged to address the rehabilitation plan alld C ValLlate the COnlp(:)MMN of Elie plan as to lvhal ILII-iShcCtlOI1S apply, both Town and State, and wl1Ch perllllts may be recluircd to be in compliance. Ill that context. .1 prepared my Analysis ol't:he Southold Codes along with d1SCl.l:isions with 'l,owll Incllviduals for input into their interpretation as to what permit(s) Illay bt needed. In addition. I also coaltactc:d DF'C to gain insight as to whether permit(s) tiI'l i'19C1lllt'ed. fhc CU11111nation of illy in(llllry was compiled in a summary analysis submitted to the I_,L C .lanuary Of" hin year. A copy, oi'Im Analysis is attlachcd for Your review. I sinlr v wanted to emphasize, that the l.'U' has. from the beginning, been diligent in understanding their responsil)il.ity to abide by tic, Codas of the 'l-Oss-ll and State in the application ofthe rehabilitation plan. Sirl(,i,rel) yours, Michael A.. K.imack c N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info —Commercial- 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 I reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts— (R-11) Batts—(R-49) New. Walls - Exterior Batts.— (R-11) Batts—(R-15) New - Walls - Interior None Batts—(R-11) New Floors None Batts_(R-30) New Overall Substandard Exceeds Requirements 1 e I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows -to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of—0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 R � I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Lighting The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE �PEE OF E r 9� O a ' to FQ *O 05709y AROFFSS40NP�� 3 F l,. TNaull O rl 5—1 KEHI.DFSIGN ASSOCIATES,uc nYawvnl S m cel dsgm•e—uMM Ba .1I�. ,l6—l(J�JqI AM DM N $ooDhaktNowTod:Ilgy1 6Mot�sihnGSl�o orine081 fiet I I eda nvoamn uc.l oncna«lms.uc a� . SHOWER I hIdeas,design and arrangements ecifications including the CONSTRUCTION TOF Exterior Concrete therein•ve the property of KEHL DESIGN Slab with ASSOCIATES, LLC.No part lhereof shall be CONSIST OF 4X4 I copied,disclosed to others or used In connection ACO POSTS WITH 2X4 Shower Drain t0 I with any work or project other than for which HORIZONTAL SUPPORTS Drywell they have been prepared without written consent. WITH 1X6 VERTICAL SIDING c Remove Existing Install New �' ^rrj indow and Install 244DH2840 03-01-23 2868 Door 03-05-23 (2)13/"X 71' LVL Hdr. (2)13/"X 74' LVL Hdr. oar-20 23 I -o I") o Z�� DRQOM � Crawl 0, + Space a04 Access WORK NOTES: CO eD ONI NI I DE /G OR E� SITTING1 `l AREA 2x6 Ride ��re In JJZ2 IN nm o l 1 :X —� J U N 2 1 2023 o — — 2668 N o .Q to oI N I N �� utility UJ o Z= }b` N N _Z(� y,. Room -V N N� m N _ I 0 Acceptance of these drawho does not ougrorize the right to _ �� "IN build vithoutthe aulhodzatim of bcal governng agerift such _ L r� as Suffo&County Deptol Health SeNces,Town @uddng rr I Z I Z Departments,DEG FWk etc.Verify al cmaltims,codes,and BATHregABemmts with such agencies Filar to consirm ion. PROJECT: RE IXT I ROOM N 286 SILVER SANDS 244FX5040 cIN DOOR 244 2840 u R0. 35 " o MOTEL � v I I N fL—r a9—1 „rl—r N o 1100 SILVERMERE ROAD �N N I SCREENED PORC� I GREENPORT,NY 11944 4` z CABIN 104 SCTM#1000-47-02-14 X rX A D WIN TITLE: N CABIN 104 2868 EXTERIOR SHOWER SCREEN MODIFICATION DOOR NOIL5r . TIM PiANS a AN Ns1A NNT OF IRE 3RWE AND ME➢E MMIY OF H IFSIM PUESWK IeM SEk IS 9M HFREib.118RIMMIS III HE o —(�ll z— o — „9_ v ;: FRaffc ED TO IIE FULLEST DOT Al 6 E xyLAW 3 mM.m i it Fun '}T. All �� p ' C 0/O. `mI�i MM�No�iu�m�FOR 0181 M TO lan M OR ., —' \ (✓y 3fK FM IStAf M AND an AMTKIa BM"ON ODAOTS NOT F Y ADOIGIUM AS RRM TO TIFSE PEARS Al �:� vJ�`U� RI SEPTEMBER 09 2022 o--yYl C PROJECT NO: { 1135-2022 DRAWN E(Y: WATER VIEW 1684 cNECKED�: FSSIONF" SHLLI NUMbtli: FLOOR PLAN EXISTING A101 FILL—IN AREA SCALE: 1/4"= T-0" 01I1�D®ti7•AL90Wffi, GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION jy%' C 0 N T R A C T 0 R N 0 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. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir /Larch #2 or better. 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. 111,;M DESIGN ASSOC1t�11iJ 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. `t residential & commercial design • consulting PRACTICES. 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTFRACTOR 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.Boz1675 phone: (6311 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 registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654s@optonline,net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE. INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ��-777/�J//�� 4. a. All plywood shall be in accordance with the American Plywood Association (AAPA) 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 of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OwNEFZSHIP & 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 RESPONSIIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 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. = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8' Laminated Veneer Lumber (LVL):La ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv = 285 PSI 03-13-23 9 F = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTIING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THATr MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. �F'fRE' INSPECTION PIPING AND WIRING SHALL BE RENv10VED 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. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. �iEQUI`'��D BEFORE 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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. OPENING OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR AMY 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 SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THiE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Additional RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT Certification THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECI SHALL AT ALL TIMES PRIOR AND DURING THE COURSE May Be required. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE, ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR All exterior lighting SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED THE WORK NOTES: 111E � IJUU, �+.Yrar �-u v• RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR 'THE INJURY OR ECONOMIC LOSS , 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 repaired shall conform RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY to Chapter172 TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTE RAT 0 N LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTION / D ETA I S OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. of the Town Code 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM I WINTER I ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL 25 Ibs/sgft 130 (mph) C SEVERE 3'-0. MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 1 C 4A 4A 2018 International Energy Conservation Code (IECC� APPRO nE7D AS NOTED TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Lo, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA S DATE: 3 a �f'B.P.# CONCENTRATED LIVE LOADS9 SECTION C503 ALTERATIONS ' L DESIGN CRITERIA FEE: rA C t3Y: ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD BY F YU G71� PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED NOTIFY BUILDIN, D L..PARTMENT AT LOADS (psf) (Pounds) (S E I/ASCE 7-2 2) C503.1 General ,r r;-1802 8 AM TO 4 PM FOR THE 9. Dining Rooms and Restaurants ; loom Alterations to an building or structure shall comply with the requirements of this section 1.FOLLOWING I°!SP=cTia^!s: USES(s) AND OCCUPANCY CLASSIFICATION(<s) g Y g P Y q 1. FOUNDAiiUN - TV:G REQUIRED ACCESSIBILITY CONSTRUCTION D ETA I LS C503 and the code of the new construction. Alterations shall be such that the existing FOR POURED CONCRETE USE OCCUPANCCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the �. ROUGH - FRA,,'JNG & PLUMBING Q7i��l 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing ' i^!sULATiON MOTEL / RESIDENTIAL R-1 (MOTEL) ;•iivAL - CONSTRUCTION MUST TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code BE COMPLETE Fi)f, C.O. TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of 'i.L CONSTRUCTION SHALL MEET THE TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE' 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 1ENERGY CONSERVATION CONSTRUCTION the existing building or building system to comply with this code. Alterations shall not REQUIREMENTS OF THE CODES OF NEW CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITFION OF THE INTERNATIONAL ENERGY create on unsafe or hazardous condition or overload existing building systems. YORK STATE. NOT RESPONSIBLE FCIR Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I,J,K 20 CONSERVATION CODE AND ASHRAE 90.1-2016 DESIGN OR CONSTRUCTION ERRORS. build withoutthe authorization of local governing agencies, such k PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENEIRGY EFFICIENCY,AS PER THE EXCEPTIONS: The following alterations need not comply with the requirements for new ais Suffolk County Dept.of Health Services, Town Building HABITABLE ATTICS AND SLEEPING AREAS 30 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE2020ENERGYCONSEVAITIONCONSTRUCTIONCODEOF NEW YORK construction, provided that the energy use of the building is not increased: Departments, DEC, FEMA, etc. Verify all conditions, odes, and HEIGHT AND FIRE AREA P y C HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 a,i COMPLY WITH ALL CODES OF requirements with such agencies prior to construction. OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIIREMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration. NEW YO;9K STATE & TOWN' CODES PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 ►�� ROOFS RAGE FLOORSFLOORS DOM 2. Surfaced applied window film Installed On existing single pane fenestration AS REQU'Fx-D , ^,D CONDITIONS OF THE VERTICAL DISTANCE FROM GRADE ZONEATiICSM1D WOOD FRAMED WALL$BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE PLANE TO THE AVERAGE HEIGHT OF m OTHER ANDOTHER GRADE FRAMING UNHEATED SLABS DOORS FENESTRATION FENESTRATION DOOR assemblies reducing solar heat gain, provided that the code does not T I R UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 require the glazing or fenestration to be replaced. ~�R tiLIJG6041 SILVER THE HIGHEST ROOF SURFACE 3 STORY 4EXCEPT R13 U-FACTOR U-FACTOR U-FACTOR q g 9 P ("''T ' ^' I' =1 V-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 MARINE R-10FOR24" -� , SD 2020 BUILDING CODE OF NEW YORK R-38 R-3.8d R-7.5 R30 BELOW R-4.75 0.38 0.45 0.77 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. GROUP ORR-20 that these cavities are filled with insulation. SOUT HOLD TO'NNTRUSTEES SHGC SHGC sHGe W1 U05"T E L 4. Construction where the existing roof, wall or floor cavity Is not exposed. i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN (NY)TABLE C402.4 PF<02 PF<02 PF<0.2 g y p THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM 0.36 0.36 0.36 5. Roof recovered. TOTAL HEIGHT FROM RIDGE TO GRADE 13'-6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED SHGC SHGC SHGC 6. Air barriers shall not be required and roof replacement 11 QO SILVERIVIERE ROAD RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 .2<PF<O.5 2<PF<0.5 OCCUPANCY TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE CLN4ITE ZONE 4 0.43 0.43 0.43 where the alterations or renovations to the building do not include a�E IS UNLAWFUL LOAD REQUIREMENTS. VERTICAL FENESTRATE alterations, renovations or repairs to the remainder of the building envelope. GREENPORT NY 11944 SHGC SHGC SHGC LUMBER SPECIES AND GRADE x j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN LLFACTOR PFL0.5 PF>0.5 PFz0.5 '' OUT CERTIFICAT4� THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE FIXED 0.58 0.58 0.58 CABIN 104 ALL HOUSE FRAMING MATERIAL DOUGLAS FIFR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION 0.38 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF oPER F OCCUPANCYAKE 045 SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PINIE #2 AND BETTER THE TRUSSES. FENESTRATION ENTRANCE0.77 ALL COMBINATION SMOKE DETECTORS CHORDS THE E WHERE BOTH OF L THE FOLLOWING APPLIED O CONDITIONS THOSE PORTIONS MET: THE JOISTS OR TRUSS BOTTOM DOOR SHGC AND CARBON MONOXIDE DETECTORS DRAWING TITLE: SHGC ARE TO BE CONNECTED WITH A CENTRAL STOPI`AVXTEt? Pt1UN01F i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY i5thlly ' <,r 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS PF<0.2 0.36 MONITORING STATION AND TO BE itKjtl! N TO CI "Pt�=R 203 GENERAL NOTES THAN 30 INCHES. SHGC P� AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 0.2<PF<0.5 0.43 MONITORED CONSTANTLY AS PER THE OF THE TOWN CODE. VERTICAL IN 12 UNITS HORIZONTAL. 2020 BUILDING CODE OF NEW YORK STATE NEW CRAWL_ SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A T= ' UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC NEW FINISHED BASEMENT NA PFi0.5 0•43 �"�,, a C [ , s I, I' JI T NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED pF PROJECTION FACTOR ^Q "' ', EX. FIRST FLOOR 470 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. e►Ql+ THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE �A NEW FIRST FLO NA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE OR �d I ---------------- '; PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Ex. SECOND FLOOR NA ,.+y+.s�^` ' ='` FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. _:, Z�r��v^j,;, �� DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR '"" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA LOFT NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC HOUSE a NA PLUM NI ATTIC (HOUSE)(b) NA BINGG SEAL: NEW GARAGE ADDITION NA DATE: ALL PLUMBING WAStE SEPTEMBER, 09 2022 ATTIC GARAGE a NA $c WATER LINES NEED PROJECT N0: Tt&1NG BEFORE COVERI^IOa �� / EX. UTILITY ROOM 14 sq.ft. 0 F �.1�., �; 1 135-2022 EX. SCREENED PORCHES 76 sq.ft. EX. OUTDOOR SHOWER NA C,, , DRAWN BY: C BDK EXISTING DECK NA NEW DECK NA ON LEAD CONTENT BEFORE NEW CERTIFICs�ATION ��",�•<. -�'�>L- 1� ��KED BY: COVERED NEW DECK NA - ��� EX. COVERED FRONT PORCH NA '. ' J f SHEET NUMBER: NG CERTIFICATE OF OCCUPA ._. COVERED ENTRANCE NA SOLDER USED IN WATER POOL HOUSE CABANA NA G SUPPLY SYSTEM CANNOT IONP 1 ACCESSORY STRUCTURE NA EXCEED 2110 OF 1% LEAD. (a) WITHOUT STORAGE UOB NUMBER: OF (b) WITH STORAGE ED ia`ySf w"i0 QUIR © KEMDESIGN ASSOCIATES,uc SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION A 'Q USE A MINIMUM OF TWO 8d NAILS THIS UPLIFT MTS20 LTS20 DOi,UG-I­ R LARCH SO. PINE SIDE OF TRUSS. PROVIDE (1) HGA10KT ON I ALLOWABLE LOADS 1.2 LOAD SIDE OF CEILING JOIST dj FASTENERS LATERAL AND ON SIDE OF RAFTER WITH TOTAL FOUR MODEL CA UPLIFT UPLIFT (133/160) Bdxl"' CODE 8d NAILS NO. TO AVG RAFTERS/ TO TO NAILS REF. INTO TRUSS. TRUSS PLATES STUDS ULT. (133) (160) F, F2 (133 r Z7;r _0 _d I I irn) SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 9130 985 400 — — 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND Vr PROPER INSTALLATION PROCEDURES KEBL DESIGN ASSOCIATES Lw 1 4) residential & commercial design . consulting H6 16 8-8d_ 8-8d 3983 905 1 950 650 — — 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTg-.12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS PO,Box 1675 phone: 1631)433-9084 ULT. LFTA' LFTA REF. INTO Southold,New York 11971 E-Mail: ssbn654@optonline.net NO. MAX. CLEAR I. PLATES V WIDTHSPAN L OTY DIA 2 3" -3j" 2- 2J" 3" 34" EIGHT MODEL CA AVG 8d NAILS 0 INTO SP4 Kehl Design Associates,LLC®formerly D A K Associates,LLC LFTA 16 21" 17" 381"16-10d 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: DOIUG-FIR LARCH / SO. PINE FASTENER S2 AtLLOWABLE UPLIFT LOADS MODEL L AVG 10d 1 Od x 1 CODE These drawings and specifications including the NO. ULT. _ REF. LFTA ideas, design and arrangements represented 10d x 14" (1133 / 160) (133) (160) LSTA21 therein, are the property of KEHL DESIGN El 00 ASSOCIATES, LLC. No part thereof shall be • Simpson Strong-Tie MT516 3116 1000 840 1000 3, 41, 128 00 HCA10 copied, disclosed to others or used in connection 16 14-10d 14-10d x 1�" 'C� with any work or project other than for which MTS20 20 14-10d 14-10d x 1 3116 1000 840 1000 3. 41, 128 ARTJ'x1 2 DETAIL "K11 they have been prepared without written consent. LST20 20 12-10d 12-10d x 121" 2383 775 720 720 3, 41 CNW- 5,, REV. 1 1 1 11 COUPLER NUT DETAIL "Ell' STU 8 DOUG-FIR-LAR HI Equal number of 1�SIMPSON 03-01-23 SO. PINE CODE specified nails in TAKE—UP WASHER 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF, MODEL CONNEC- OF LOAD FLOOR ROOF (11331 NO. TION (100) (125) 160) each end Simpson Strong—Tie 03-13-23 G 515 645 6i70 CS16 ART5"x1 2 LTP4 5 J 515 645 6i70 6, 39, 97 DETAIL "Hyl H­_7 515 1 645 6>70 1 MATERIAL DIWENSIONS FASTENERS ALLOWABLE TENSION LOADS'.7.1(DF/SP) (133) HOLDOWN HOLDOWN ARTR-xl 2 STUD — DEFLECTION DEFLECTION CODE AVG LENGTH OF BOLT 2.3 AHIGHESTAT HIGHEST REF. MODEL MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY SEI W IH B so CL ANCHOR BOLTS ULT. ALLOWABLE LOAD DESIGN CA CA HB' DIA'- DESIGN WHEN RAISED OFF 0 OTY DIA 1 J" 2" 2J" 3- 51. LOAD THE SILL PLATE 0 HD2A 16 12 4a" 2J" 2J" 2 all J" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 MODEL DIMENSIONS FASTENERS )ALLOWABLE UPLIFT LOADS AVG DF SP CODE NO. W L STUD �PLATE ULT. (133)2 (160)2 REF. SP4 3A" 71" 6-10d x 11j" 2917 735 885 7, 40, 127 0 77 DIMENSIONS FASTENERS (TOTAL) )ALLOWABLE TENSION LOADS CODE 0 MODEL CA REF. 01 NO. NAILS (100) (133) (160) WORK NOTES: LSTA21 20 1T-7 cd 905 1205 1 1295 7, 40, 90 000 MODEL DIMENSIONS FASTENERS (TOTAL) )ALLOWABLE TENSION LOADS CODE 0 CA FLOO REF. NO. w L NAILS )R (133) (160) 5,, I . (100 Simpson Strong-Tie -STU MSTA24 18 1 24 18-10d 1 1025 1370 1640 7, 40, 90 -1 LUS46 TOTAL ALLOWABLE TENSION LOADS NAIL CODE SIMPSON MODEL L END FASTENERS SPACING REF. TAKE-UP WASHER NO. (LENGTH L CA CUT LENGTH (TOTAL) (100) (133 / 160)' OC. HD2A OF ROLL� IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie C516 150' 1 14- 16 CLEAR SPAN +31 28-8d 1235 1650 2�- 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN. DOUG-FIR LAR CI PI E ALLOWAB E LOADS I ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. CA HEADERS AVG UPLIFT IFLOOR (100) SNOW (115)1 ROOF (125)1 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H 6 JOISTS ULT. — DETAIL 'IF"' 16d I REF. 10d (1,33)1(160)1 10d I 16d 10d 16d 10d 16,d ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34"� 2 4 16d 4-16cJ 6076 1140 1160 1-11000 1150 1 1250 7, 40, 127 14 3A" 9"F 2 1900 1 11, 36, DETAIL COUPLER NUT HUS210-2 8-16d 8-16Id 607611 55121051—11650 —1 —12065 84, 122 1 ART2-x12 DOUG-FIR LA H PINE ALLOWABLE LOADS STU FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. SIMPSON NO. CA TO RAFT PLATES TO STUDS; ULT. (133)=(1 60) F, Fz 160 TAKE—UP WASHER HGAIOKT 14 14-SDS,'%1J"1 4-SIDS41%3" 1523 435 1 435 1165 940 Acceptance of these drawings does not authorize the right to L_ build withoutthe authorization of local governing agencies, such cis Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify USE A MINIMUM OF SP4 codes, and TWO 8d NAILS THIS CNW- (equirennents with such agencies prior to construIction. SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR 0 SE A MINIMUM OF PROJECT: 8d NAILS TWO Bd NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 STU A- S MTS16 SIMPSON LSTA21 ANCHOR BOLTS IMPSON TOTAL FOUR • HD2A TAKE-UP WASHER Strong-Tie 8d NAILS LSTA21 E "INTO TRUSS. HUS210-2I SAP LE.."S -0. TWO F, L6 EMoit 8 AILS 0 PLATES TWO EIGHT-" 100 SILVER!"VERE ROAD 8d NAILS 8d NAILS INTO INTO L Simpson Strong INTO DETAIL "A" STUD PLATES GREENPORT, NY 11944 H7 EIGHT 3d NAILS INTO < DETAIL 1011 DETAIL "G11 DETAIL STUD Simpson Strong-Tie CABIN 104 H17 Simpson Strong-Tie LFTA DETAIL "L" SCTM # 1000-47-02-14 LFTA 0. ROD SYSTEM LFTA Ridge Strapping DRAWING TITLE: LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP SIMPSON WINDLOAD RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 L NOTE: V-0" DEEP POOL x 4' DIA ==12,58 cu.ft. per vertical ft. CHARTS & CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS V-0" DEEP POOL x 8' DIA. = 42.25 ci per vertical ft. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE 3" THROUGH ROOF 1 st FLLOOR II 1 st FLOOR 1 st FLOOR ROOF ROOF AREA = 605 sq/ft CALCULATIONS AND ROOF LTP4 V A x R x c PLUMBING RISER DIAGRAM BATHROOM LTP4 2 A 605 sq/ft LTP4 st FLOOR R = 2" RAINFALL = .17 ft 11CIII FLCCFR 2- -5" 2 C COEFF. = 1.0 NOTES: DETAIL 31. V 605 x 1 x .166667 = 101 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE F...4" F.A. VENT 6" 3 ABOVE GRADE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE Simpson Strong-Tie C.01 .0. PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL c TO GREENPORT VILLAGE SEWER SYSTEM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections TO SC LTP4 DETAIL "B" Ridge Strapping SEWERWA(AEASPY`S`T0EVMED 101 / 42.25 VERTICAL FT. / FT - 2.4 V.F. DESIGN PROFFIESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail USE (1) 8' DIA. POOL 3'-0" DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie "-W PLUMBING RISER DIAGRAM (NTS) OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS Floor-to-Floor Connections 101 / 22.3 VERTICAL FT. / FT = 4.5 V.F. SEAL: DAIL: 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 ur-\ OMMERCIAL CONSTRUCTION DETAILS I I E W 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF E3DK NEW YORK STATE U ECKED BY: HOUSE AND/OR LEADERS TO BE PIPED TO i POOLS (112 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS FOOL, MAINTAIN YIN. OF 20 FEET FROM SEPTIC S LET NUMBER: COMMERCIAL CONSTRUCTION DETAILS Z. All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). 684 unless otherwise indicated, is Simpson Strong-Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD G2 No substitutions are approved or authorized. (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA r_ESS\ Due to the relationships of framing hardware to WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing hardware substitutions will render th)ese plains ACC ESSI E31 CITY CONSTRUCTION DETAILS DOB NUMBLR: OF - IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL T) KEnDESIGN-ASSOMTE, ur performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, r, r� s �, a a Provide Handrail as per the Il I L7® r 2020 Building Code 25'-102" of New York Sta1 14 13" ' 84'1 -3'-82' 4 12'-04" KEHL DESIGN ASSOCIATES LtC (2)Gir ACQ residential & commercial design • consulting ' 11 —104 14'-0q" 4x4 ACQ Post Miv Girder 9 9 33"x 54" r7 Attached to 8" Provide Handrail A ° " X-1 Tube Cana. Filled Below v U- as per the y ona 0 0 2020 Building Code 1 1 6'-6" - 4 Final Grade O a N of New York State 10 CL. N "� PC.Box 1675 phone: (631)433-9084 ——— N 2x6 ACQ Southold,New York 11971 E-Mail: ssbn654@optonline.net N � -------- Fi"ouse-Bm- I Existing Crawl -- ---- ---- --- - -- ---------- I 8" CMU. 1 r——————— s _ — Kehl Design Associates,LLC®forme D A K Associates,LLC 3 Foundation y_ rii rri i i y i �«P-- it r- 2 Space 4„t, 4„ Existing I I . , i.�. % %�/Ir,�r�: iT/ N BEDROOM BATH Access Existin Existing Existing 16"x8" Conc. Ftg. I L — UWNERSHIN & USE OF UOCUMENIS: N n g 2" P.C. Slab 2" P.C. Slab Min. 3'-0" Below 16"x8" Conc. Ftg. Final Grade. I x Min. 3'-0" Below I I EXISTING I _ I These drawings and specifications including the Final Grade. I I �� CRAWL SPACE E1 owl F- 7 I ideas, design and arrangements represented —6" \ I o I o ace 1 I I therein, are the property of KEHL DESIGN 'r' Existing I I E E ATcess I I I ASSOCIATES, LLC. No part thereof shall be x copied, disclosed to others or used in connection x N 8" CMU. 1 —18,> � ,_18 _18„ � —18„ L__J 1 O I Foundation I I 0 ` 1 1 with any work or project other than for which tq 0r- I 0 N 1 __ J they have been prepared without written consent. T m r existing lJ i �16"x8" Cone. Ftg. r�1=4'4�� °o Exis in ——„� F ——°-1 Min. 3'-0" Below I Existing g —44 Existing o �1'-4T Existing Final Grade. �� REV. a, 2668 O PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH °' I _(3 2x8 Girder I I N 3)2x8 Girded I 3 2x8_Girder� I _I 3 2x8 Girder_ rn 4 = —6 Utility I N THE 2020 BUILDING CODE OF NEW YORK STATE I I o I I N o I I 1 03-01—23 N Room N I I Existing /--J L__ L_—J - i 1 3'-6" 8"x16" CMU. 00 Existing 0 7 03-05-23 KITCHENE Blocky Piers �2 2 "xl6n Block Piers x �2 4 — N N L__—__ 03-13-23 SITTING 0 ALL HEADERS ARE TO BE 1 1 on 2'xFoot Con 5 2'x2'xt' Con.,It2 13/"X 7"' LVL UNLESS N Footing AREA N O OTHERWISE NOTED I I w �N Footing w 32„ --� 1 1 ( 4" PC.Existing Slab IUtilitytRoo Existing Existing 1 In 1 V 66"x 54" 32 "' NOTE: PROVIDE FIRE BREAKS I 1 2' P.C. Slob 2" P.C. Slab Existing I L—_—J zasa AS PER I 1 s" CMU. 1 I `N 33"x 54" I 1 Existing Foundation I ——— Foundation 9 ——— 8 CMU. _ � BUILDING CODE OF I I I 1 16"x8" Conc. Ftg H r Existing Z---------------J I Min. 3'-0" Below I —7'" 8'-71 5'-62" -12" "' NEW I L --------- ---- Final Grade. N "' 25 -102„ �N I I SCREENED PORCH L——————— F ----------------- -� I I EXISTING � "' =N I j CRAWL SPACE 4 4 �N 2668 I Existing I SCREEN 4" L4" 2" P.C. Slab i I I I DOOR 18 ll I WORK N01 ES: L—————————— ———— —- I I I 2'-32„ ,_2$„ 4,-5$„ 3 —6„ -------- ----- ———— -- -- 16"x8" Conc, Ftg. Min. 3'-C" Below 12'-1 1" 12 -1 12" Final Grade 25 -102" B A WATER VIEW 12'-11" 12'-112" EXISTING FLOOR PLAN UNIT 104 25'-102" 29'-82" SCALE: 1/4"=1'-0" EXISTING FOUNDATION PLAN- SCALE:11'-104" —7 „' —5" 4 1/4"= 1'-0" NO WORK REQUIRED. -- <D7 <)7 USE EXISTING FOUNDATION M Acceptance of these drawings does not authorize the right to Remove Existing Install New Window and Install 244DH2840 build withoutthe authorization of local governing agencies, such 2868 Door as Suffolk County Dept.of Health Services, Town Building (2)1%"X 74" LVL Hdr. (2)1 a"X 74" LVL Hdc' Departments, DEC, FEMA, etc. Verify all conditions, codes, and I 25 -32" ' requirements with such agencies prior to construction. Ld � a I 00 Crawl PROJECT: 0z0 r` + ZDROOM Space Access O I 5 co Bo o SILVE08' Z Z O NI I NI DET OR co I � W3 "a SITTING II I MOTEL I AREA Ri ALL COMBINATION SMOKE DETECTORS I M �� AND CARBON MONOXIDE DETECTORS 1100 SILVERIERE ROAD 0 ARE TO BE CONNECTED WITH A CENTRAL N ,611 o Q " N =N Utility N MONITORING STATION AND TO BE GREEI�PORT, NY 11944 ° 3 Room MONITORED CONSTANTLY AS PER THE C)Zr }�� ryl I NI I 1 Ay N 3Z :tea 4' 2020 BUILDING CODE OF NEW YORK STATE CABIN 104 �'NOf SCTM # 1000-47-02-14 31 �� —22„ I 3,,, DRAWING TITLE: Ln RE BATH 2 Q0 6'-6" FIXT ROOM I PLANS ALL INTERIOR FINISHES ARE TO COMPLY CABIN 104 244FX5040 M WITH THE RID 35J" o;DOOR 244 2840 14 0 2020 BUILDING CODE OF NEW YORK STATE AS NOTED N L 6'-7' —72„ 5'-62„ N N NOTES: R N P R � I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Q _ SC EE ED o c — FIRE EXTINGUISHER ate ; ci �'+ �� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE I `it x u q i CLASS ABC, 5 L B, 2 A: 10 B: C PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL N �' AS PER TABLE 906.3(l ) FIRE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SCREEN EXTINGUISHERS FOR CLASS A UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. DOOR FIRE HAZARDS BASED ON, B A LIGHT, (LOW), HAZARD OCCUPANCY SEAL: DATE: SEPTEMBER, 09 2022 PROJECT NO: 1135-2022 y0 DRAWN BY: —104 6"-25' —108„ 3,-6 �� ~, 1. CG�y�It� /�U BDK NECKED BY: 12'-11 12'-112 4 e I'f'" SET NUMBER: Al 01 WATER VIEW tip, FL SS10`'r' FLOOR PLAN EXISTING DOB NUMBER: OF V�!_L11�LJ FILL-IN AREA SCALE: 1/4"= 1'-0" © KEMDESIGN•ASSOCIATES,uc a yMEE , �, - -„ - - � - of of '��� I��I l EXISTING EXTERIOR CONSTRUCTION TO REMAIN KER DESIGN ASSOCIATES LLC T residential & commercial design • consulting Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Ex. 2x4 Trusses - 24"oc. � P0,Box 1615 phone; (631 1 433-9084 q" COX Roof Sheathing Existing Roof system Southold,New York 11971 E-Moil: ssbn654@opfonline.net GAF Architectural Roof Shingles Kehl Design Associates,LLC O formerly D A K Associates,LLC 12 7 /70///%//!'7 5fLLJJ °' "' §f: OWNERSHIP & USE OF DOCUMLN I S: Ins ion fl s Existing R-49 Insulation These drawings and specifications including the Ice and Water Shield ms'; ideas, design and arrangements represented Vented Soffit Provide Simpson Hurricane Tydown® w:;: : {tSt therein, are the property of KEHL DESIGN 1x6 Azek Fasciae r . ASSOCIATES, LLC. No part thereof shall be (2)2x4 Top Plate I I Blue Skin House Wrap or Equal® copied, disclosed to others or used in connection 4" Exterior Sheathing i screen Panel with any work or project other than for which they have been prepared without written consent. R-15 Insulation 0 I 20 Stud's 16"oc. Cedar Siding(ai BATH I I REV. — g' Type "X" Fire-rated Sheetrock(S I I I I 03-01-23 2x4 Shoe 0 3-0 5-2 3 2x8 Box Beam ;"Su floor Sheathing "x4 Fir Flooring SOUTH ELEVATION- x 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remai Ex.2x6 Floor Joists 16"oc. 03-13-23 R-30 Insulation (3 28 Girder Ex.2"PC.Slab 8"x16" GMU. w= w \\—LSpray Foam Box Beam Block Piers To Remain SCALE: 1/4 1-0 on 8" CMU. Foundation Foot Ex 2"PC.Slab x Con. ootin 16"x8" Conc Ftg. 16%8" Cana Ftg. Min. 3'-0" Below Min. 3'-0" Below Final Grad Final trade. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I THE 2020 BUILDING CODE OF NEW YORK STATE 17'-93,, k- 6'-21„ II 1�11 4 4 IjII III III a11ILnIIIuIIII�I II��III IIII II III 24 IIIII II IIII�LIILIII II IIIIL�III�IIII� IJ ALL HEADERS ARE TO BE (2)1 a"X 74" LVL UNLESS I I 11I t1 II II ILLU1� L II II II II II OTHERWISE NOTED CROSS SECTION A _LLll III I II WORK NOTES: NOTE: PROVIDE FIRE BREAKS SCALE: 1/4 =1-0 AS PER « s` <.. F. 192 : . Af THE 2020 �,; e ", :<':s BUILDING CODE OF NEW YORK STATE II t LI I it I NOTES: NORTH ELEVATION- (D Provide Insulation Baffles as required at Soffit SCALE: 1/4"=1'-0" Locations to Provide for proper attic ventilation ® Provide R-49 Insulation in all Flat Ceilings as per 2018 IECC Internotionol 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 EXISTING EXTERIOR CONSTRUCTION TO REMAIN removal of mold or deteriorated interior surfaces. ® Provide lx6 Azek or Equal to all locations of the fascias that Acceptance of these drawings does not authorize the right to are repaired due to Mold or Deterioration. build withoutthe authorization of local governing agencies, such Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold �_�_t_tlt�l_ � g g ® Blue Skin House Wrap or Equal to be Used Under Siding for All LLH �I I II II IIII ais Suffolk County Depf.a Health Services, Town Building Ex. 2x4 Trusses - 24 oc. Locations Repaired J11II IUI Departments, DEC, FEMA, etc. Verify all conditions, codes, and 4" CDX Roof Sheathing Existing Roof System requirements with such agencies prior to construction. m Remove and Replace any Insulation that shows signs of mold or deterioration with R-15 Insulation GAF Architectural Roof Shingles 12 Jf1® `PROJECT: 4" COX asset Plates �Ior Ties Remove and Replace any Siding that shows signs of deterioration ns on Baffles with New Cedar Wooden Shingles Existing0" ILVER"' S KI "'*G R-a5 Insulation ® Remove and Replace any Sheetrock that shows signs of mold ° = Ice and Water Shield m X or deterioration with New e" Type "X" Fire-rated Sheetrock IIIIIII �I 11J1�L11ILL Vented Soffit Provide Simpson Hurricane Tydown ___ (2 x4 Top Plate 1x6 Azek Fasciae tenor Sheathing I Blue Skin House Wrap or Equal(00 I I1 LU I L 7777-rr-n7_= LE L I I I I LLALL MO"FEL a 3. ing CDo I I Screen Panel I ,n R-15 Insulation 0 I BATH I -1 2x4 Stud's 16"oc. Cedar Siding I 1100 SILVERMERE ROAD Tye "X" Fire-rated Sheetrock® I WEST ELEVATION GREEI�PORT NY 11944 x4 hoe I I ALL COMBINATION SMOKE DETECTORS x8 Box Beam 4" Su floor Sheathing LJ"x4 Fir Flooring AND CARBON MONOXIDE DETECTORS SCALE: 1/4"=1'-0" CABIN 104 26 Sill--' Existing 2X8 16"oc. Floor Joists to Rern5 Ex.2x6 Floor Joists ,6"oc. ARE TO BE CONNECTED WITH A CENTRAL SCTM # 1000-47-02-14 nchor Bolts ( 2xB Girder Ex.2'PC.Sob R-30 Insulation 8"x,6" GMU. MONITORING STATION AND TO BE Spray Foam Box Beam Black Piers To Remain MONITORED CONSTANTLY AS PER THE lW DRAWING TITLE: °n PLANS 8" CMU. 2'x2'x1' Con. 2020 BUILDING CODE OF NEW YORK STA E �jJ LtJllllLlll Foundation Ex.2"PC Slab Footin 16'x8" Conc. Ftg. 16"x8" Conc. Ftg.— Min S-0 CABIN 104" Below Min, S-0" Below 1 F of Grade. Final Grade. AS NOTED II II II II III LI II I! lLW 17 -93" -24" ALL INTERIOR FINISHES ARE TO COMPL ( <r =, I;:<. _< NOTES: <'. , 24' WITH THE <<;NS. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE „€ ?;,;; . 2020 BUILDING CODE O F NEW YORK STATE , ; ...,. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ' PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LLI UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT CROSS SECTION B FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1llWi I_ �I I I <- ; 1 I III IIII " Lj I III II I�L�IL�LLI SEAL: DATE: SCALE: 1/4"= 1'-0" 102 PROJECPT NMOBER, 09 2022 1135-2022 f� DRAWN BY: �`�Oi P�t" rAr BDK EAST ELEVATION CHECKED BY SCALE: 1/4"=1'-0" r— �,.- m - � SHEET NUMBER: sslok\P�-� Al02 DOB NUMBER: OF © KEHHESIGN•ASSOCIATES,uc