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a, r :v TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' SOUTHOLD, NY ' BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49052 Date: 3/24/2023 Permission is hereby granted to: Silver Sands Hld s 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. #103 At premises located at: 1100 Silvermere Rd, Green ort SCTM # 473889 Sec/Block/Lot#47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspector.. To expire on 9/22/2024. Fees: AS BUILT- COMMERCIAL ADDITIONS/ALTERATIONS $944.00 CO -COMMERCIAL $50.00 Total: $994.00 Building Inspector " TOWN OF SOUTHOLD—BUILDING DEPARTMENT m� " Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ' Telephone (631) 765-1802 Fax (631) 765-9502 haps-6y w.sc aatholdt���wltn .' Date Received APPI ICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building InspecLarrr ......... ...__ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:October 5, 2022 .._. ..._.. OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC S:TM# 1000- Project 000 Project Address:t Silvermere Road, Units 103,' 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#: Email:ALEX SILVERSANDS-MOTEL.COM 917-318-0027 @ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition @AAlteration igRepair ❑Demolition Estimated cost of Project: ❑Other 404,490,00 See Attached. $�......__. Will the lot be re-graded? ❑Yes E4 No Will excess fill be removed from premises? Dyes RNo 1 PROPERTY INFORMATION Existing use of property: R_ '� O t e Intended use of property: M e Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to 2 this property? []Yes lo 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 BuildingDepartment 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 210AS of the New York State Penal Law. Application Submitted By(print name): i71 e� �ef'/d s ❑Authorized Agent 2/owner Signature of Applicant: Date: 3 STATE OF NEW YORK) SS: COUNTY OF SvfPkJ"- ) AIX Pen"S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the 0 Gtr O-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 Ill r day of 20 Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No. OID1475593 PROPERTY OWNER AUTHORIZATION ®uonfled In Suffolk County (Where the applicant is not the owner) My Commission Expires April 30, 202-4, 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 @No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri I ame): uthorized Agent ❑Owner Signature of Applicant: _ Date„ STATE OF NEW YORK SS: COUNTY OF SUFFOLK �) RICHARD W. VAN DE BU R`7 H being duly sworn, deposes and says that(s)he is the applicant W. ............... (Name of individual signing contract) above named, Phe isthe AGENT (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of JUNE zo 22 _.d ......_ Notary Public (Where the applicant is not the owner) ALEX PERROS 19215 SOUNDVIEW AVENUE, residing at_. .... .......... SOUTHOLD, NYDE BIUIR '"�Htoapplyon �do hereby authorize RICHARD W. VAN my behalf to the Town of Southold Building Department for approval as described 'herein. ,' , Owner's Signature Date ALEX PERROS Print Owner's Name z N. J. MAZZAFE O P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Dem, Construction Inaction 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 Silverinere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code –R-I 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 Enlydop mmIT 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 .m_..—�...._. Batts–(R-30) New Overall.... Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors - to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a "u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 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 Ug !Ln 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 �.. of 0 0511 ter. FESSIO 3 NEW YORK STA'it DEPARTMENT OF ENVIRONMENTAL CONSERVATION OVhAtOh Ot I SUNY,(v Stony Nook,150 CjP(J(,,Rotjrj,Stol)y 1\1y P:(6 36)444-0365 1 F:(6:31)44,1 03(C) LETTER OF NO JURISDICTION T164—LVVETLANDS, 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 5/1712022, 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 froirn your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and Your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve You of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File Mm 111fichael AL Aimack ATTORNEY' AT LA P.O. Box 1047 Southold. N.Y.11971 Cell No. 516-658-6807 I'Mail: November 10, 2022 WWI VM", Chief Building In pcoor SOUOVOld I OWn building Department 54375 Main 1�,'oad, Southold. N.Y. 11971 Re: Silver Sands Holdings I 1400 Silverniere Road Greenport, N.Y. 11944 Dear Mr. Verity; Ile h1tvA of this letter is to WPM you of the: vChn wide by Silver Sands Holdings 1 1,1,(' to conform to A applicablecodes ,r� the, may pertain to the rehabilitation orthe motelund couage.s. I Ims ciWaged to cadres tJjc �:.wlailitawt.irenphri and evakwe the cornpowlts of the plwi as to what jurisdictions apply. Wh Awn am! SMY W wich permits may bc, required to fie in wrlipliance. In that concm, 1 111y ANUI.YSis ()I'tllc Southold Codes along with kfiscl,'SsiOrls Will) Own individimis for 111MI into their interpretation as to what pci-init(s) uj<jy ne" In "A" I HNO COIRCIed IN T U) gAn in as to Whether pCrnw(S) arc required. lie culminathm oFnj lmqdr� �v,,)s (.ojj)piIed in a summary analysis submitted to the Lj,C JMWIM-y ol'thk ycm% A, COP ' Ofni) Amd.,vsis is �Atachcd 1or your revicvv. I simply womcd to (11,"ll dw IJ T W from the beginning, been diligent in undemlaluling their responsibility to abide by Tu Codes orthe lb,Ap and Tate in the apMiankn orthe rehabilitation plan. Shwereb yours, Michael A. Kirnack ., December 28th, 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 GREE PORT, NY 11944 GEORGE W. HUBBARD, JR. EXT. 215 TAX MAP ID# 10,000470002000, 5000. 1000047000200014000,00, m J000,67000-200013000, 1000047000200012,000, 1On-OG/17000200 009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at (631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERK SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant ,jerity, 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 m N. J. MAZZAFERRO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 DLv i &I,Cotutruction Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info — Commercial- 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On numerous occasions from 11/2022 thru 2/2023 1 inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager (Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (8 sets) - Real Estate Evaluation/ Certification Statement -Newmark Valuation &Advisory - Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection, my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience, knowledge of the site and local contracting conditions, up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 1 My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, the construction cost for the planned refurbishment of these (8) structures is: Total Cost this Project = $525,767.37 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures (8) = $ 1,409,752 (Newmark Valuation) Therefore the planned refurbishment for the (8) Cottages on this Tax Lot is 37% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification ofWork. The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code —Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The cottages are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental roof rafters, updated insulation and replacement of interior walls and bathrooms falls well below the 50% demolition definition. 2 Even in the event of discovery of additional repairs due to deterioration of the existing structural components, the reasonable additional work value would add no more than an additional 10% to the total cost and remain well below the 50% threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling is also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the cottage structure reveals that the total cost will be 37% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. 3 Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 37% to 33% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in regards to the Town of Southold Code. Pro'ect 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. Project l valuation -- 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.. SOF Nicholas J. Mazzaferro, P.E. j . 11U 10 • 10 13 A- rcssloN P� 5 o xx r)b V O b m m N H 00 V O) In A W N C Y4�yr� F+ a 3 to c m a co z 0 m Ln0 N 00 T Ol Dl 01 Ql ul ul Vl V Ul In In U'I U1 O1 41 ',,C O1 ul 00 00 00 00 00 ''...w ''..w _ J N W W W W W 00 00 W pn W W W W W 00 00 V 00 w lD lD lD 1D J V 3 y a � 0 m p m Q1 V V1 L l ul ll1 ul A A fu r A W W W W W W W n F+ LD V V J V V V V O O Ol Ol. m 9" W W W W V 00 w LD 'D w LD V V Ln m o . CL M fD n1 l0 V V V V V V V m r+ p zii 00 00 00 00 00 O O 0 m A m O O O O O N N V J W O '',00 N N N N N O O '.0 O O O O O O z rD f., d AW 1--` F- F p N Ol m 01 m 01 W W I,.w J D1 V W A N V Ol Dl A', W Cl) '..w W 111 C YI O Ol W''... J 'Ol 'O i00 W N N O Oi W A O W 'O O O O O O O O O O O O O O O O' O O OO' z 0 W N W W W A W A A O V 00 w w LO O kD N W y G W C N 3 z m a o W N W W W W W W W W In A A A Ln V, V V fD G fD lu 7 � er fD Verit 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 p //^'�, vCONC.0 co,.. 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I COOVEF OJ I/ WMR 306 6. ig 0� � FRAME N.j 62.� N a ,////` _ / O »3.2' O�v ur eVLLOZN6 2.7a j 1T.S' f 111 DECK a:j m ��o � �y O m RO In CLFOF t2s°M ' 140• ' SCTM NC E z 18.4' jI 297 ro't2, _ j CE W CSW FRAME ]7.9' 3b,7' �}j BVILDIN6 1&2' m �pp N Yy II' ww Td � 1f7I 127 N, WOOD DECK CONC O 1.;fl' II') SCTM NO.1000-47-2-15 SCTM NO.1000-47-2-14 - COVERJ It- V) I 0 1V O � tl p J Y)j 203' 40 O CONC. / COVER ISE SCTM NO.1000-47-2-13 I SCTM N0.1000-47-2-12 r C5W 24.1' FRAME 6.3.6 P ! ". BVILDIN6^! 30a' r24.0' . 7e .5 569°08'29"W "f tt o„, 88' �a4 20.9' uv J' I r j FRAME O5W ) Q 29.15' 24.3' J tt..,, `"'' BVILbTR tb'' CN FRAME 5 �, 24.0' 24.93'j7 581821'16"1W BUrLN6 DZN ! G CONC.WA 3p' Il J r LL 'p 24.3' q °: Ito• r ` P Ir d --5.93' j cs JI3. 0oa 'xW A 28�4, j w 1pE j cauw^� �Ai P i 65p^ e 154 R TR N88°13'37"W 9 l ''X60•, q rNw� 7.23' '� ©5 1 564°38'07'W I Pp 1y3�g �ag9 26.48' �• y6 r7h�' 9°51'17"W .99' -��� �- *gssass S� GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CC) General Notes: W LIU NT RACTO R N 0 T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF LE Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. be SPF #2 or better, and all other structural wood to be Douglas Fir Larch #2 or better. GENERAL NOTES: 1. All studs to 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the notional design specifications for wood construction latest edition. 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 KEHL-DESIGN ASSOCIATES, CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH PO.Box 1675 phone: (6311433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Southold,New York 11971 E-Mail: ssbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER 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 ID A K Associates,ULC 7 7? SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 7. 777/7'.7--77 ," r ,�//m ;;; 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or 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 OR DURING THE EXECUTION OF THE WORK, 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI 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. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 03-13-23 9. Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE L Tf� B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. VAR, 17 ,2023 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. J OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 1_0 1 _ WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH sc),"F, 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS 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 THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF WA THEIR ACTIVITY BE RESPONSIBLE FTE SAFTY OF THEEMYEES AS ELL S THERS ANN THE CARE F TH 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVESOR OFHE THEIR EMPLOYEESIR HPLO SALL ASCERTAIN THAT THEOCONDITIONSD (UNDER WHICHOTHEYE 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 RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTIO N DETAILS- OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL NEW YORK STATE 2018 international Energy Conservation Code (IECC) 25 lbs/sqft 130 (mph) C SEVERE 3'-0' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM DESIGN CRITERIA CONCENTRATED LIVE LOADS9 COMMERCIAL CONSTRUCTION D ETAI LS_ SECTION C503 ALTERATIONS ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100m Alterations to any building or structure shall comply with the requirements of this section C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) ACCESSIBILITY CONSTRUCTION DETAILS building or structure is not less conforming to the provisions of this code than the MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION the existing building or building system to comply with this code. Alterations shall not CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITION OF THE INTERNATIONAL ENERGY create an unsafe or hazardous condition or overload existing building systems. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 1,J,K 20 CONSERVATION CODE AND ASHRAE 90.1-2016 build withoutthe authorization of local governing agencies, such kPROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK construction, provided that the energy use of the building is not increased: Departments, DEC, FEMA, etc. Verify.all conditions, codes, and requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 U,i OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration. WALL5 ALTJVL WALLb ULLVIN 5ILAI3A)N4"LVt OPAQUE VERTICAL PROJECT: NE HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 CLIMATE ROOFS FLOORS F1 TMTE 2. Surfaced applied window film installed on existing single pone fenestration THE VERTICAL DISTANCE FROM GRADE ZOATTICS AND WOOD FRAMED WALLS BELOW JOIST/ UNHEATED OPAQUE FVED OPERABLE ENTRANCE PLANE TO THE AVERAGE HEIGHT OF m OTHER AND OTHER GRADE C FRAMING DOORS FENESTRATION FENESTRATION DOOR assemblies reducing solar heat gain, provided that the code does not - THE HIGHEST ROOF SURFACE UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 1 4 EXCEPT 3 1 L 1 Liu N E 0 R SJ A 14 FE m)0 ft =1 1'-7" AS PER CHAPTER 15 OF THE 3 STORY MARINE R13 R-1 0 FOR 24' U-FACTOR ffACTOR UFACTOR require the glazing or fenestration to be replaced. 2020 BUILDING CODE OF NEW YORK AS PER TABLE 506.2 R-38 R-3.8 ci R-7.5 R-30 BELOW R-4.75 0.38 0.45 0.77 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. GROUP R OR R-20 I I I I SHGC SHGC SHGC that these cavities are filled with insulation, MUTEL (NY)TABLE C402.4 PF<02 PF<0.2 PF<0.2 4. Construction where the existing roof, wcII or floor cavity is not exposed. 11 UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN 0.36 0.36 0.36 5. Roof recovered. TOTAL HEIGHT FROM RIDGE 70 GRADE 13'-6 1/2" THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED U-FACTOR AND SHGC REQUIREMENTS 0.2<PF<0.5 0.2<Pi 0.5 2<PF<0.5 6. Air barriers shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE - - - where the alterations or renovations to the building do not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE CLIMATE ZONE 4 1 0.43 0.43 0.43 LOAD REQUIREMENTS. VERTICAL FENESTRATE alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 LUMBER SPECIES AND GRADE SHGC SHGC SHGC j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN UFACTOR PF;.0.5 PF?0.5 PF;�_0.5 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR MERE THERE ARE TWO OR MORE FD(IED 0.38 0.58 0.58 0.58 CABIN 103 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF OPERABLE 0.45 SCTM # 1000-47-02-14 THE TRUSSES. FENESTRATION ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ENTRANCE 0.77 ALL COMBINATION SMOKE DETECTORS CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: SHGC AND CARBON MONOXIDE DETECTORS DRAWING TITLE: 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 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 GENERAL NOTES THN 30 INCHES. SHGC AREAS OF STRUCTURE ii. THEASLOPES 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 VERTICAL IN 12 UNITS HORIZONTAL. 2020 BUILDING CODE OF NEW YORK STATE NEW CRAWL SPACE NN A THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A SHGC - -- ------ NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. PF2t 0.5 0.43 �NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF = PROJECTION FACTOR THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 470 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE NEW FIRST FLOOR NA i ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR HELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT LOFT NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA PROJECT NO: ATTIC (GARAGE)(a) NA EX. UTILITY ROOM 14 sq.ft. 1135-2022 EX. SCREENED PORCHES 76 sq.ft. DRAWN BY: EX. OUTDOOR SHOWER NA BDK ECKED BY: EXISTING DECK NA NEW DECK NA COVERED NEW DECK NA -1-iEET NUMBER: EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA � � POOL HOUSE/ CABANA NAG 1 ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE (D KEHbDESIGN-ASSOMTS,ac SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS DOUG-l' LAWIrl SO. PINE UPLIFT SIDE OF TRUSS. MTS20 LTS20 PROVIDE (1) HGA10KT ON '.2 LOAD SIDE OF CEILING JOIST ALLOWABLE LOADS 1111 ED �F,F�H FASTENERS LATERAL WITH TOTAL FOUR 0 AND ON SIDE OF RAFTER MODEL CA UPLIFT UPLFT (133/160) 8d),1 v, CODE 8d NAILS -M INN 1-1_ - T. TO TO AVG NAIL� REF. INTO TRUSS. M, I '1W Poll I 1111 ffiffli INN NO. TO I INN RAFTERS/ STUDS ULT. (160) F2 (133& STU TRUSS PLATES (133) E 1 F;n) zr.V SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEBL DESIGN ASSOCIATES, PROPER INSTALLATION PROCEDURES j residential & commercial design * consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTg-.12 PO,Box 1675 phone: (631)433-9084(TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS •MODEL CA 7— AVG 2 INTO -Moil: ssbn654@cptoniine.net NO. MAX. CLEAR Y DIA ULT. LFT LFTA REF. PLATES Southold,New York 11971 E mo WIDTH PAN L Q 2" 2�" 3" 3J" 2 2J" EIGHT-' 8d NAILS Kehl Design Associates,LLC o formerly D A K Associates,LLC — 1205 5 INTO SP4 7-7 LFTA 16 2 " 17" 381"16-10d 4200 1400 5. 44. 8 STUD OWNERSHIP & USE OF DOCUMENTS: 0 DOUG-FIR LARCH / SO. PINE 0 FASTENER ALLOWABLE UPLIFT LOADS3 0. These drawings and specifications including the MODEL L AVG 10d 1 Od x 1 CODE ideas, design and arrangements represented NO. ULT. REF, LFTA 10d 1 Qd x 14" (133 / 160) (133) (160) LSTA21 00 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x A" 3116 1000 840 1000 3, 41, 128 '0 HGA10 with any work or project other than for which I C� they have been prepared without written consent. MTS20 20 14-10d 14-110d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ-x12 DETAIL "K" R EV. LST20 20 12-10d 12-110d x 1j" 2383 775 720 720 3, 41 CNW- STU 5" 1 1 COUPLER NUT DETAIL "E" 8 DOUG-FIR-LARCH/ Equal number of 1/ 'SIMPSON 03-01-23 TYPE OF DIRECTION S0. PINE CODE specified nails in TAKE—UP WASHER 03-05-23 MODEL CONNEC ALLOWABLE LOADS REF. OF LOAD I-LOOR ROOF (133/ each end 03-13-23 NO. TI ON 100) (125) i6o) Simpson Strong—Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAEL "H" K _ H 515 1 645 670 1 S1.7,1 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD (DF/SP) (133) HOLDOWN HOLDOWN ARTJ-x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. U IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE NO. BASE BODY 4 ANCHOR BOLTS LT. ALLOWABLE LOAD DESIGN CA GA HB SID W H B so CL OIA5,8 1211, DESIGN WHEN RAISED OFF 0 QTY DIA 1 2" 1 22" 1 3" 1 LOAD THE SILL PLATE 0 HD2A 16 12 4 2�" 2J" 8" 2A" 1" 1 2 J' 12150 1555 2055 2565L775 2775 2760 0.058 0,077 2, 43, 82 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS DF SP CODE NO. W L STU11PLATE ULT. (133)2 (160)2 REF. SP4 3A" 7J" 6-10d . Ir _ 2917 735 885 7, 40, 127 MODEL DIMENSIONS F (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA FLOOR (133) (160) REF. 010 NAILS (100) WORK NOTES: LSTA21 20 1 21 -10d 905 1205 1295 1 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE CA ---W L FLOOR (13-3) REF. 5,, NO. NAILS (100) (160) Simpson Strong—Tie STU MSTA24 18 1 11" 18-10d 24 1025 1370 1640 7 40, 90 a I I LUS46 SIMPSON TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L I FASTENERS SPACING REF. HD2A TAKE—UP WASHER NO. END CA CUT LENGTH (TOTAL) (LENGTH L (100) (133 / 160)2 OC. OF ROLL) (IN A ROW) — NOTE: ALL HANGERS TO BE USED ON THIS PROJECT p.-on Strong—Tie CS16 150' 14- 16 1 CLEAR SPAN +31 28-81 1235 1 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6im - D I ENSIONS FASTENERS ON. DOUG-FIR L RCH/SO. I'll E ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL CA HEADERS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. W H B JOISTS ULT. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 711 10d 16d (133)(160) 10d 116d 110d 16d 10d I 16d REF_ ALL LIABILITIES ON THE CONTRACTOR. - LUS46 18 3 4J" 2 4-16d 4-16d 6076 1140 1 1150 1-1 1000 — 1150 1250 7, 40, 127 DETAIL CNW— HUS210-2 14 3A" 9{" 2 8-16d 8-16d 6076,1 55 12105 1-11650 — 1900 —1 2065 1, 36, 84, 122ARTJ-xl2 COUPLER NUT 5 DOUG-FIR LARCH/SO INE ALLOWABLE LOADS STU 8.,— FASTENERS UPLIFT LATERAL CODE SIMPSON MODEL AVG UPLIFT (133/160) REF. NO. GA TO RAFTERSTO PLATES I TO ST:U:D:S ULT. —(133) 1 (160) F, E? 160 TAKE—UP WASHER HGAIOKT 14 4-SDS,r"x14" 4-SI)S4"'.3" 11523 435 1 435 1165 940 Acceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such CIS Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, an USE A MINIMUM OF SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT TOTAL FOUR SE A MINIMUM OF SP4 -'ROJLCT: 8d NAILS TWO Bd NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 STU J. MTS16 SIMPSON LSTA21 SIMPSON ANCHOR BOLTS TAKE-UP WASHER Tie TOTAL FOUR 0 HD2A Strong- 8,J NAILS C� LSTA21 INTO TRUSS. HUS210-2 SILVEF TEL TWO o F, 8 AILS TO PLATES EIGHT-" TWO 1100 SILVERMERE ROAD 8d NAILS 8d NAILS NTD INTO STUD Simpson Strong-Tie PLATES DETAIL "All Q GREENPORT, NY 11944 H7 EIGHT-" 8d NAILS DETAIL 1011 DETAIL "G" DETAIL ITT INTO STUD Simpson Strong-Tie CABIN 103 H7 Sim pSYSTEM son Strong—Tie LFTA ROD DETAIL "Ll" SCTM # 1000-47-02-14 LFTA LFTA DRAWING TITLE: Ridge Strapping LSTA30 DRAINAGE ROOF RUNOFF NOTE AND CALCULATIONS BP SIMPSON WINDLOAD RUN OFF FACTORS ASPHALT = 1.0 , ROOF 1.0 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 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES COVERS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. f STRONG-TIE DETAILS 3" THROUGH ROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. 1 t FLOOR 1�t FLOOR I et FLOOR ROOF DRAINAGE ROOF ROOF ROOF AREA = 483 sq/ft CALCULATIONS AND LTP4 V A x R x c PLUMBING RISER DIAGRAM 2" RATffiOOM LTP4 A = 483 sq/ft 1 e FLOOR R = 2" RAINFALL = .17 ft LTP4 FLOOR 2.. 2 C = COEFF. = 1.0 NOTES: VIC11 F A. VENT 6" DETAIL C.0 —A BOVE GRADE V 483 x 1 x .166667 = 81 C.F. THESE PLANS ARE AN INSTRUMENT OF THC SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE F TO GREENPORT VILLAGE SEWER SYSTEM Simpson Strong—Tie TO SCWA APPROVED PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND AND BE SOLEY RESPONSIBLE FOR FIT. THE LTP4 DETAIL "B"_ Floor—to—Floor Connections Ridge StrappingSEWERAGESYSTEM 81 / 42.25 VERTICAL FT. / FT = 1.92 V.F. DESIGN PROFFIESSIONAL ASSUMESDIMENSIONS NO UABILITY FOR OMMISIONS DUE TOFIELD UNKNOWN OR LTP4 Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8' DIA. POOL 3'-0" DEEP = 2.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie -.4r OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections 81 / 22.3 VERTICAL FT. / FT = 3.63 V.F. SEAL: DAZE. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6' DIA. POOL 3'-0" DEEP = 4.0 V.F. PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION D ETA I LS 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OFJ. DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF BDK HOUSE AND/OR LEADERS TO BE PIPED TO NEW YORK STATE HECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC .Aa �:�� �:. •c , SHEE-1 NUMBER: COMMERCIAL CONSTRUCTION DETAILS- I All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD No substitutions are approved or authorized. G2 ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA J Due to the relationships of framing hardware to (SEI/ASCE 7-22) WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing DOB NUMBER: 01' hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETA LS_ 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 (D KEHL-DESIGN-ASSOCIATES, uc performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, 26'-43,. 3 /. i. 4 :, Wi4 Provide Handrail B A K M,DESIGN ASSOCIATES LLC as per the 101 01 X 2020 Building Code of New York State 4' 1�„ 31, residential & commercial design • consulting -6"' 84„ 4 3 -82., 1411'-74>, (2)2x6 ACO 4x4 ACO Post rnla Girder Provide Handrail Attached Fill to s" P0.Box 1675 phone: (631 433-9084 Conc. Filled Sona - - as per the 0 0 2020 Building Code Southold New York 11971 E-Mail: ssbn654@optonline,net 26'-43" Tube Min. 3-0 Belo `Id v N J—of New York State 12'-42" 4 14 -04" Final Grade o a a I N-j 33"x 54" ---------- N 2x6 ACO use gm�- - --- -------------- Kehl Design Associates,LLC•formerly D A K Associates,LLC ,,, 3„ 3„ I I Existing OWNERSHIP & USE OF DOCUMENTS: 17 -04 —5 -04 .3 -14 _ I r---------- _ ---- -------- -- r----- , I 8" CMU. cfl Co CL I I Foundation 4" T Existing I I N These drawings and specifications including the N o, PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH Existing Existing Existing 16"x8" Conc. Ftg I L --- ideas, design and arrangements represented 2" P.C. Slob 2" P.C. Slob Min. 3'-0" Below THE 2020 BUILDING CODE OF NEW YORK STATE 16"x8" Conc. Ftg. Final Grade. I I therein, are the property of KEHL DESIGN 3,.. Min. 3'-D" Below I I \I I ASSOCIATES, LLC. No part thereof shall be 1^ 2 Crawl Final Grade. (-.-� 3� I Existing I copied, disclosed to others or used in connection Space I I I `y 9 I 1 crawl I I with any work or project other than for which BEDROOM BATH ACCess ALL HEADERS ARE TO BE ExistingI I E CD E I I Space I the have been prepared without written consent. s" CMU. I -.3 3$"� 31 LAccesJ I y P P -8'-6" a (2)1<"X 7a" LVL UNLESS Foundation I Imo' o 4 N m OTHERNSE NOTED EXISTING y ( N-16-"x --J REV. I I CRAWL SPACE 1 I Existing n I T 16"x8" Conc. Ftg. NOTE: PROVIDE FIRE BREAKS 1v Existing F"�=4'T� _°o F-� -4'T� L°o r�i=4'%(� Existing I Min. S-0" Below 03-01-23 I I N _ I I `~ _ _I I 1 I Final Grade. AS PER (3D2xs Girder _ �3 zxs Girder o 03-05-23 00 _ THE 2020 r I o I I o I 3'-6" 03-13-23 BUILDING CODE OF Existing L--J L-_ X— l___J M NEW YORK STATE 8"x16" CMU/I Existing Co Block Piers 2 N 2 8"x16" CMU. N 2 4 L-- �O on Block Piers 00 2668 2'x2'x1' Con. c on - 8'-6" 1 I I I N nia U t I I{Y N rr) I Footing y 2'x2'xl' Con. 0 0 0 ROOM N w �i� Footing w F---- N Existing I Existing I I N KITCHEN I I 4" Pc. slab I utility I I I 2" Existing Existing Room SITTING 8" CMU. I I 2 P.C. Slab Existing NI Existing Foundation AREA I I 8" CMU. r—� i5tin9 up I Foundation -16"x8" Conc. Ftg . ^ 66"x 54' 32„ N i L----------------- ------- -----------J I Mir).3' Oradelow ^I ' N SIN 2868 33"x 54., ----------------------� r-------- -------------, —6'-88" 8'-8a„ 5'-10„ -12" �' EXISTING 4 I 26'-43" = 4 N 1 I CRAWL SPACE I L2668 CREENED PORCH . , 4' I 2"Existing WORK NOTES: Slab N I I ala I� 8 CI I N II L------------ ------ I L---------- ___ --- ----- Existing SCREEN 16"x8" Conc. Ftg. DOOR Min. 3'-0" Below Final Grade. 26'-44" B A 12'-42>, —,9'-y41 1 101 2'-32„-� 6,_29>, 4 -S8” 3'-6'� 2'-1 12" B A 26'-44" 1 101 13 -54 12'-111" 2 WATER VIEW -8'-62" 1' I1" --4' 11'-6" 26'-4a„ 30'-24" EX10"TING FLOOR PLAN UNIT 103 Remove Existing M PROVIDE �r7 Window and Instoll 244DH2840 EXISTING FOUNDATION P SCALE: 1/4"=�1'-0" Zsss FF (2)1 4"X 74" LVL Hdr. (2)1-'4'X 7j" LVL Hdr. 25'-94" 1 SCALE: 1/4"= 1'-0" 32 I NO WORK REQUIRED. Acceptance of these drawings does not authorize the right to Crawl USE EXISTING FOUNDATION build withoutthe authorization of local governing agencies, such 5;c +- I +�� Space as Suffolk County Dept.of Health Services, Town Building Zo �. v I = ti Departments, DEC, FEMA, etc. Verify all conditions, codes, and 2 - N Access Ni requirements with such agencies prior to construction. n� e N o O 1 BEDRDOM N cDl l coi 1 COMBO I °' N-. N n / m I PROJECT: Z?o N v l DEOR r ` JXQZ SITTING 11 �W3 N AREA 2x6 Rid L's � till U -9� E mm% OftAN' 1"ft S x 3' "� N H H X p i I o f I rra Mia MO"ML T o I of 2668 I� N 0 o J �Q ro o I ? N �N Utility r7 _ +� XII NI ,,, 32 Room N w X _ �Z v � 'L � N 32 �� a N N N 1100 SILVERMERE ROAD -22 . 2 GREENPORT, NY 11944 FIRE BATH 3ro 17'-04" ROOM 1 CABIN 103 N 2868 DOOR 244 ALL COMBINATION SMOKE DETECTORS SCTM # 1000-47-02-14 244DH2840 N 2840 ro R0. 351" AND CARBON MONOXIDE DETECTORS o a I� t N I DRAWING TITLE: ARE TO BE CONNECTED WITH A CENTRAL IV' MONITORING STATION AND TO BE PLANS N :`SCREENED PORC- 1 MONITORED CONSTANTLY AS PER THE CABIN 103 Q 2+Ay "' 2020 BUILDING CODE OF NEW YORK STATE AS NOTED X V x1 2868 SCREEN NOTES: DOOR THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 101 ALL INTERIOR FINISHES ARE TO COMPLY DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL WI TH THE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2020 BUILDING CODE OF NEW YORK STATE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKI`@M1 OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 4'-1 12" 3'-6"� FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 13'-54" -12'-1 12" SEAL: DATE: —26'-44" — FIRE EXTINGUISHER SEPTEMBER, 09 2022 WATER VIEW CLASS ABC, SLB, 2A: 10B: C ...____� PROJECT No: AS PER TABLE 906.3(1 ) FIRE 1135-2022 FLOOR PLAN EXTINGUISHERS FOR CLASS A ,`��;,, Ccpr;;;,' DRAWN BY: FIRE HAZARDS BASED ON � 'o� ^. 0) k CHECKED BDK SCALE :1/4"= 1,-0" LIGHT, (LOW), HAZARD OCCUPANCY ; EXISTING ' =,a: SHEET NUMBER: � "°� �ti FILL-IN AREA A101 DOB NUMBER: OF D KEMDESIGN•ASSOMTES,uc 411 Iii lLiu ;. KEHL DESIGN ASSOCIATES c residential & commercial design • consulting I 1 PO.Box 1675 phone: (631�433-9084 EXISTING EXTERIOR CONSTRUCTION TO REMAIN Southold,New York 11971 E-Mail: ssbn654@cptonline.net Provide Ridge Vent to provide proper Attic Ventilation to Prevent MoldLLL :> .;z;^„ Kehl Design Associates,LLC e formerly D A K Associates,LLC LLILLiu % gip.,.., ii"...' Tl�� �� 7%�////�///T" LLILLau Ex. 2x4 Trusses - 24"oc. ILt� s.;::.,,,,�;:«.:R � <sg OWNERSHIP & USE OF DOCUMENTS: 4" CDX Roof Sheathing Existing Roof SystemJL[lLhiL L These drawings and specifications including the II II ideas, design and arrangements represented GAF Archileciural Roof Shingles L-I I �LI II II therein, are the property of KEHLDESIGN 12 L1 LTJ �I II ISI DLII ISI II LI Ij ASSOCIATES, LLC. No part thereof shall be 5 r— LLIL copied, disclosed to others or used in connection Insulation Barnes Existing L�11 J with any work or project other than for which r)noc. e n ois they have been prepared without written consent. R-49 Insulation 0 Ice and Wafer Shield Vented Soffit Provide Simpson Hurricane Tydown 1x6 Azek Fascia® SOUTH ELEVATION _ 2)2x4 Top Plate I REV. Blue Skin House Wrap or Equal I Screen Panel 4" Exterior Sheathing I -23 I I SCALE: 1/4"=1'-0" 03-05-23 R-15 Insulation m ' BATH 1 03-13-23 2x4 Stud's 16"oc' Cedar Siding® I I I I gs" Type "X" Fire-rated Sheetrock® I I 20 Shoe-\ 2x8 Box Beam ;" Sulfloor Sheathing) $"x4 Fir Flooring 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remai Ex.2x6 Floor Joists 16 cc, (3 2x8 Girder Ex.T PC.Slab R-30 Insulation 8"x16" CMU. 8" CMU. Spray Foam Box Beam Block Piers To Remain Foundation on 16"x8" Conc. Ftg Ex.2"PC Slab 2'x2'xl' Con. Min. 3'-0" Below Footin Final Grade. 16"x8" Conc Ftg. Min. 3'-0" Below Final Grade. I PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE 23 -73' 4' Lt WORK NOTES: Ili I_f LLLL ALL HEADERS ARE TO BE (2)1%"X 74" LVL UNLESS CROSS SECTION A OTHERWISE NOTED V I II hiiLtl LLL L SCALE: 1/4"= 1'-0" J'�02 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 NORTH ELEVATION BUILDING CODE OF NEW YORK STATE SCALE: 1/4"= 1'-0" J111ILl U Li LiuAcceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such EXISTING EXTERIOR CONSTRUCTION TO REMAIN NOTES: as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and m Provide Insulation Baffles as required at Soffit 1 requirements with such agencies prior to construction. Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Locations to Provide for proper attic ventilation LILUL 2x8 Ridge � Provide R-49 Insulation in all Flat Ceilings as per LL-LLL�� Simpson Angle Plates 2018 IECC International Energy Conservation Code 11 PROJECT: Ex. 2x4 Trusses - 24"oc. I ILL I U I ILLI I ILL I ISI I ;° CDX Roof Sheathing Existing Roof System m Ice and Water Shield to be used Beneath any damaged roof U U II fl LI II l L� ILL ILII ILL ILLS shingles or areas of repair on the roof1 W 0 Valk IS A . Provide Simpson Tydown or Hurricane Strapping to the rafters a LJ GAF Architectural Roof Shingles at all locations of the Interior that ore Exposed during the �lu u 11 12d Lt ;" CDX Gusset Plates 5 (2)2x6Collor T'es 4'-Toc.. removal of mold or deteriorated interior surfaces. LL-11 I ILLLLLUI IN F— AV% RPM nsulati�n Baffles m Existing LuLiLLLLL L m Provide 1x6 Azek or E Equal to all locations of the fascias that II R-45 Insulationup q ��� I�i t J11 I W- n are repaired due to Mold or Deterioration. Ice and Water Shield Vented Soffit 2z8's Beneath Existing 20 Rafters ___ ® Blue Skin House Wrap or Equal to be Used Under Siding for All 2 2x4 To Plate 4" CDX Gusset Plates o (- c ) P Provide Simpson Tydown ® , I Locations Repaired 1100 SILVERh7ERE ROAD 4" Exterior Sheathingo � i i w Screen Panel m Remove and Replace any Insulation that shows signs of mold WEST ELEVATION GREENPORT NY 11944 1x6 Azek Fascia m I or deteriorationith R-15 Insulation �, Blue Skin House Wrap or Equal® I BATH I I ® Remove and Replace any Siding that shows signs of deterioration SCALE: 1/4"= 1'1 CABIN 103 20 Stud's 16"oc. R-15 Insulation ® 1 I with New Cedar Wooden Shingles Cedar Siding® I I SCTM # 1000-47-02-14 �" Type "X" Fire-rated Sheetrock 3^ g" Subfloor Sheathing I I ® Remove and Replace any Sheetrock that shows signs of mold — 20 Shoe I or deterioration with New a Type "X" Fire-rated Sheetrock DRAWING TITLE: 2x8 Box Beam J 4"x4 Fir Flooring PLANS n A 2x6 ACO Sill Existing 2X8 16"oc. Floor Jo' s to Remain x.2x6 Floor Joists 16"o NS (3 2x8 Girder Ex.2'PC.Slab R-30 Insulation 8"x16" CMU To Remain I CABIN 103 Spray Foam Box Beam Block Piers an .k AS NOTED 8" CMU. 2'x2'x1' Con. Foundation Ex 2"PC.Slab Footin 16"x8" Conc Ftg. 16"x8" Conc. Ftg. ^NOTES: Min. 3'—D" Below Min. 3'-0" Below Final Grade, Final Grade. PLANSTHESE INSTRUMENT OF THE ALL COMBINATION SMOKE DETECTORS d DESIGN PROFESSIONAL IOR WHOSE AFFIXED HERETVCE O. AINFRINGEMENTS NTSRE THE F THE WILL BE AND CARBON MONOXIDE DETECTORS 1LPROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 17'-94" 5'-10" ARE TO B E C 0 N N E C TE D WITH A C E N TR A L ,,; �;, ,.,, DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 23'-7 MONITORING STATION AND TO BEI LLL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. MONITORED CONSTANTLY AS PER THE 1JllULll1L r= + ' Y Y><Ar --0t 2020 BUILDING CODE OF NEW ORK STATEa- L.".A f.{- 'SEAL: DATE: "` ``" SEPTEMBER, 09 2022 J1 L _ PROJECT NO: CROSS SECTION B IUtr ; 113 �;�y>:;.< I ��. t ..:� .... 5-2022 "'""">`ice:z SCALE: 1/4"= 1'-0" I � ��� I� � 11 I I ��o`' •�,r„� ti' r?�._ DRAwN BY: BDK 102 ALL INTERIOR FINISHES ARE TO COMPLY '� �,'�. . ,� NECKED BY: WITH THE (, ` x 2020 BUILDING CODE OF NEW YORK STATE SHEET NUMBER: EAST ELEVATION- �; ,,. ;n) r: .`4<. Al 02 SCALE: 1/4”=1'-0" DOB NUMBER: OF © I(EffiDESIGN•ASSOMITES,uc