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HomeMy WebLinkAbout49053-Z mrtr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE r 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 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. #104 At premises located at: 1100 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 9/22/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $936.80 CO -COMMERCIAL $50.00 Total: $986.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ZX I-�@"" Telephone (631) 765-1802 Fax (631) 765-9502 l�tt .d� �°wv .s �utlilcltol�na. o Late Received ARi'R1-1CA'1"101Y MR BUILDING PERMIT, For Office Use Only p PERMIT NOM E-� _ Building Ins ector 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 SCTM#1000-, til Project Address: 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, MA T TITUCK, 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 FgAlteration @Repair ❑Demolition Estimated cost of Project: DOther See Attached. $404,490.00 . .... ...... .... WIII Will excess fill be removed from premises? ❑Yes No the lot be re-graded? ❑Yes No. 1 PROPERTY INFORMATION Existing use of property: R_ �" I O �e ( Intended use of property: e Zone or use district in which premises is situated: Are there any 22 covenants and restrictions with respect to this property? ❑Yes LKo 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 aB 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): f}lfx/ Perri ❑Authorized Agent L-Owner Signature of Applicant: Date: 29-Z 3 STATE OF NEW YORK) SS: COUNTY OF SvfFky- AkX &ro-S being duly sworn deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the CAJ qe�— (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 , 20 Notary Public DIANE DISALVO NOTARY PUBLIC-STATE OF NEW YORK No, 01D1475593 PROPERTY OWNER AUTHORIZATION Quallfled In Suffolk County (Where the applicant is not the owner) My Cornmission 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 RNo 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. authorized Agent ❑Owner Application Submitted B rl t ame : g PP Y(P ) �q Signature of Applicant: . Date: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK RICHARD W. VANDEN BURGH being duly sworn, deposes and says that(s)he is the applicant .......... (Name of individual signing contract) above named, (S)he is the AGENT Contractor, Agent,Corporate Officer, etc. of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this JUNE 22 dayof .........��� 20 ... .....�. _�..........._ __.....�� Notary Public NIOPE T nig 0"i IIN ER /10.).r 1j0Ia`?1ZA1jQ'i ' a re theapplicant I s n o t the e �. (Whowner) I, ALEX PERROS 19215 SOUNDVIEW AVENUE, residing at SOUTHOLD, NY RICHARD W. VANDENBURGH do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described 'herein. b Owners .:._. .... Signature Date ALEX PERROS Print Owner's Name 2 NEW YORK STATE r)EPARTMIENr op ENVIRONMENTAL C0N5E'-'RVA1'l0N Mvi'Aouut Pomo�k%'Rvuloj 'I SL.JNY,v,S4.-)ny Mook,50 Cipule,Road,Skmy Bm(A,NY 11/90 P:(631r 444-0365 1 f-:(631)41ij 0360 mwjd'' lly'oo" LETTER OF NO JURISDICTION 111 AL 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 functiona I 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 jL11-i9dictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your' project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator CC' BIVIHP File Afichttel AL, Aimack ATITAIN F 1, /V F LAVV P.O. Box 1047 Southold. N.-Y.1 1971 Cell NO 51 0-658.6807 F'-Illail: Novcmhml 0, 2022 Michael Vcril),, Chief Building lmspccj()l- SOLIthOld 'I'o"ill I)Llildilll�) I)ep,11-tulerit 54375 Main Road, 5OLII[1101d. N.Y. 11971 Re: Silver Sands Holdiiigs I 1400 Silvernlel,e IZOajcj Greenport, N.Y. 11,944 Dem' Mr. Verity; ITIC MA 4 Lhis letter is to UPPM You of Ow cHlort We by Silver San& HAdOgs I LLC OAC) to conhwn, to all aplAicable codes as they mapertain to the rehabilitation of the 111olej and cottages, I was cigaged to oddrcss the plan and cvdm"ne the of'dee plan os to apply. Nmh Aval Ulu! Mone. and w lich per mils may, l7c, I-equired to be in 20nljfliancc� Ill dial corltvxl. f prel'.arcd tnAlwlvis of Southold Codcs alorli, Willi disclvsions withiTowil iJXliN'rdLNIlS lire iltpu[ irlio lheil interprQuItioll as to whal 1)-erniu(s) n1a), "emIN in addilkim I abo conWcwd INAV) gain in Wight as to WwWr pumilt(s) mv required, The culminatio, ufmy, inph, VWN emnlAWA in a swumary aMLlyLSjS submitted to, the LLc JOVIUVIT Ordlis 3mm', A copy AIIUI�Sk is WILLCIRIJ 6or your renew. I MAY "anted to emphmize dum, the I J A" Ims, Rom the beginning, hcon dHigent in nudes (heir responsibijiq 10 jlhkl, (] stale of the Town jjj,rta(L in the l:j pljcllio ,, 0,01k: rL.41abilil'ajon plan. p Sifl(,%A-Cly YOLIJ-S. Michael A. Kimack N. J. MAZZAFER.. . O P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 . 1 CI"onslructior7 Ir2,� 61011On 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 ofthe services included developing a construction estimate fear the Project and co paring the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation. and Advisory. The scope also i:n luded 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 of1aVork: 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 o. 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. Pro'ect 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. Nicholas J. Mazzaferro, P.E. f s 1 5 -T-TIT-M 7T] .....------------------ --- g j 0 O X b 0 ° e0ah V O � O d N N H 00 J of W A w N H.... Z ~ 3 � A Q Fi N 1 loo M 7 O tV Ln O N 00 Q1 05 Q, °, Q, Ln V9 U9 U9 O V J V n O w W W Ol U'1 W co 00 00 00 W W V N W W W W W W W W m W W W W W 00 00 V OB LD lD l0 'lD lb V J 3 V1 � C 0 m A N O\ J U1'.. ul U9 lull lD UJ n A W W W W W w W O V7 O Q, 01 Q, Qt Ql V W lD UJ lD U3 lD''. J J In m m N o �a h '. o,' ul 00 w 00 00 00 0 o H m 'A O, b O O O O N N O 00 O O b O O O O O b z O 3 m m rnm °, w w w l0 W V Ol V W V, m V1 O Q, w °l.'' J '. O W w W N O Ol W A O lD O b O O O O O O O b O Z m I� \ W N W W W A W V W li LO w w b lD N W Ol G d C fD i Z M 0 W N W W W W W I,. W W M G � d 7 s re N i t a 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 SII,VERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. v'� r r'l000 ,! ,_ a EXT. 215 TAX MAP ID#� 00zr7��at:aD200-DI X00 9, 4700020OCT! {s��`�, 300,01 7ilJ0'000'3,000, 10®]00=??700u?030l'®33'1; 10,` OGe,70002000J-000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BETS PHILLIPS All the sazl'itary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greeiiport Sewer Distria and foLuid 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 y a " .. r'd' �" u', c SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT Waste Water Treatment plant EXT. 217 N. J. MAZZAFE RO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Desi n Construction Ips ecticn 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 CofUs for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 1 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. Et rit r En clpM: 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 Bat..t s.— (R-11)ITIT Batts— (R-15) New Walls - Interior None Batts—(R-11) New Floors None Batts— (R-30) New Overall Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a "u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 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 GF 0 d � i 0 05.7 �. 0"" 's alo 3 Verit , 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 low uco�� - _ CMF " �� •� / Q2,/� fLovEte rsi0 -� 9J lb ;r'a , i Cl P 1 xr r SvIPF 613 I RESDM O 0 DYVC"1fiMTT Nuy 74 5' CSS q v. 'v.� 'J /'°"/. �,1.6' �, V ML' „5V y ✓' ✓ �(� .'+., 16,6 DELFNEATEo@Y.LE ,2 1,5. f / ENVxRQNM©,iTAL, ry✓ ' / ,\ 612 7{,N. 2022 ,✓ �W, d JyA / 44 32.3' q 3 X TJNC DCOVER 611 kp�Ll � f�'' ✓ �/�J F� kL7' [ c'SLL p � A�•. /\ rF�PQSI / N132 6.0COV R / 19 C, '-5wr/� m 5.8' 22.6' S/i co i v201' o�{,N FP$ .. j yr^m. ..._. iso: ..ail r ly 16.3' rm {[V{{4 363 ..Lr3. FRAME wMRleLr) p ' e2 A9 6ULLD2,1'.. 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RCF FRAME 1 A M ° SHED N89°53'40"E 586°15'00"E 123.77' CMF 182.00' MPF rPF j 0 MPF a 4 ( (J r 1 WOODS Edward, SCTM NO.1000-47-2-15 f /+ SCTM NO.1000-47-2-14 7 O 1 I par ^J CONC. Y COVER 6 Fp p X &/"OpWG. 43 lB!."j ,..-... M O" SCTM NO,H J." t �Tkp, F '�-., o Dx ,baa M A F J- Ap4Gt. M1} 11 CONC. ....�r04'E D"pT4E L1 .._ ,r- A.10 COVER - WAr ca a IV80°5�r 00„W J- i ”' — SONE 1_O P IR"AY 7C2 .tier 7J0, CONCO d SO w COVER d o CONC. CgM1PLANTER 64 CONC. COVER Sc P OCOVER lap � CONC 24g• COVER? It7 I CONG O 0 CON', 4.0' V/qLL O I COVER OCOVERl� cMF F, p N80a55"C 10 IEti .16, rr `sFjO 0 20011 .17' wor~ i WOODS y�q r' �`\A ..r'r .` / y ; SCTN GMF pbr / �4� U I� Tar' 0WV .. A. a.s.1.6' WMA 39 1P�. r / F Ste^ �a � �,WA NF ONC.RO{'1L I r Q-� IY Q 71.3' OCO Ek 2 2 " TTMBER STONE 1'QUppMEN 7 s a WALL d .. EOSU c r m RO ry ^o-. N "i✓"!` t. �1 /,1"�, o ,/;r� I 103'm m 14.3' O 20.4' CONC, N 1� 20,1'' COVER WOOD 0 ✓ a a go CSW DECK 22. f.ONC. .,. 6' Ci 5; - FRAME COVER;>� },2•.. BUS1DIiV(;8.7`u 6,2' (V' yy�� D p u� DECK < S 199 C, Ro .3 ' w � y M 32 QQQ O ..__ .7__ 14 CZF �° m .� 0 Z laa __127.- SCTM NO,100 2 FRAME ME r79 v 36X" yy P Bammw w f8.2 rm m p inWOOD ` -„-DECK SCTM NO.1000-47-2-15 w CONC. SCTM NO.1000-47-2-14 cOVEk h o o c) r c9 0 CON !! �' 20.3' 4.0 C5W COVER 12411 SCTM NO,1000-47-2-13 �� SCTM NO,1000-47-2-12 1r1 ( r] 30.4' N�'. BUTLDSN6"^!�, ! -E _9 569°0 $2911 Wt0L FkA0 0TE z7 29.15' BFAM .N °21'16"Zi581 11.01 24,0' 24.93' // U CONWALL 243` 67.2r.8 ' t — 5.93' c5W r DB�xwEAb. 2 I 5 arr P rr W F 8r�, I '1087 f Corr',W - Ncv wu 16 rp N88013'37"W 7.23' 512°51 29.30' A bQ Ok 564°38'07"W a3,2a „cr°59 26.48' GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION /� sir% N T R A C T 0 R 0 T E SGeneral Notes: 4<; - , 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �, 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTESS: - 2. FIRE SAFETY: KEHL Vj��1.� " - �DESIGN ASSOCIATES, 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 11 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 PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BoXl675 phone: (6311 433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 3• 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•nef MINOR DETAILS NOT USUALLY SHOWN CR 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 o 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. r��//JT/ ��i��i�- ;>;; ///T�/7/1-111111117777/71- 4. �:�l„77//7 - 4, a. All plywood shall be in accordance with the American Plywood Association (APA) 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. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE 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 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with an work or project other than for which 6• a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Flo - 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): ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. = 1 ,900,000 PSI 03-05-23 E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 03-13-23 g Fb = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FRCM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE 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 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 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 WIL'- COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL 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 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 O F NEW YORK COMMERCIAL CONSTRUCTION D ETA LS_ 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 O F IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF 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 NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL p 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (IECC) TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA I S DESIGN CRITERIA CONCENTRATED LIVE LOADSg SECTION C503 ALTERATIONS LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD PRESCRIPTIVE DESIGN OCCUPANCY OR USE 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 A C C E S S 1 B 1 L I TY CONSTRUCTION DETAILS C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) _Z 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 STORAGEI 10 PRESCRIPTIVE ENERGYDESIGN 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 2018 EDITION 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 I,J,K CONSERVATION CODE AND ASHRAE 90.1-2016 build withoutthe authorization of local governing agencies, such V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 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 0,i OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration.WALLS ABOVE WALL5 MLUW SLABON-GRADE OPAQUE VERTICAL PROJECT: HEIGHT, BUILDING PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 COMATE ROOFSGRADE GRADE FLOORSFLOORS DOORS FENESTRATE 2. Surfaced applied window film installed on existing single pane fenestration THE VERTICAL DISTANCE FROM GRADE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE OTHER ANDOTHER GRADE FRAMING UNHEATED SLABS DOORS FENESTRATION FENESTRATION DOOR assemblies reducing solar heat gain, provided that the code does not PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA PUBLIC ROOMS' AND CORRIDORS SERVING THEM 100 THE HIGHEST ROOF SURFACE. 3 STORY 4EXCEPT R13 require the glazing Or fenestration to be replaced. &Er% O%Agk RmS =11'-7" AS PER CHAPTER ;5 OF THE AS PER TABLE 506.2 MARINE R-10 FOR 24' UTACTOR U-FACTOR U-FACTOR q g 9 P SIL %J M 2020 BUILDING CODE OF NEN YORK R-38 R-3.8d R-7.5 R-30 BELOW 8-4.75 038 0.45 0.77 3. Existing ceiling, Wall or floor cavities exposed during construction, provided STATE. GROUP OR R-20 that these cavities are filled with insulation. MOTEL SHGC SHGC SHGC 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 TABLE C402.4 li02 PF<0.2 PF<0.2 (� THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM o.3s 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 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 0.2<PF<0.5 0.2<PF<0.5 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 0.43 0.43 0.43 LUMBER SPECIES AND GRADE LOAD REQUIREMENTS. VERTICAL FENESTRATE SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, NY 11944 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN UTACTOR Pill 10.5 PF?0.5 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 FIR - 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 OF045 SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE TRUSSES. FRES ON THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ONCE 0.77 ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: SHGC AND CARBON MONOXIDE DETECTORS i. 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 THAN 30 INCHES, Sli AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 0.2_Pi0.5 0.43 MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL. NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FORA 2020 BUILDING CODE OF NEW YORK STATE UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC NEW FINISHED BASEMENT NA PFi0.5 1 0.43 NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. PF = PROJECTION FACTOR THESE PLANS ARE AN INSTRUMENT Or THE SERVICE AND ARE THE PROPERTY THE NEW FIRST FLOOR NA q i ____ ____________ ( ((� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE EX. I 470 s .ft. L�j PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR N FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA M. LIVE LOAD REDUCTION IS NOT PERMITTED. i ,no�^ DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 1IAp 1i MAR L 3 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. NEW ALN LOFT NA ATTIC (HOUSE)(a) NA l l%lft�ll`01=5(?U{diULt3 SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA PROJECT NO: �, E ATTIC (GARAGE)(a) OF N NA .`P y CO np DRAWN BY: EX. UTILITY ROOM 14 sq.ft. � �� �r\ 1135-2022 EX. SCREENED PORCHES 76 sq.ft. EX, OUTDOOR SHOWER NA n ,-�_� * , \ �y *\` BDK -. .. ! EXISTING DECK NA �/ t-f ., :- Yi,14 CHECKED BY: NEW DECK NA 1.Ui W COVERED NEW DECK NA ;�, SHEET NUMBER: EX. COVERED FRONT PORCH I NA 05 84 COVERED ENTRANCE NA POOL HOUSEZ CABANA NA1 �FESS10�' ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE © KEHbDESIGN•ASSOCIATPS,uC ,-r/ o�/Lr/' /%moi•,,",�,�i,.,/".c/;, '- y "/%"%i .�/, — TIE CONNECTORS SPECIFIED FOR CONSTRUCTION NG USE A MINIMUM OF / Js TWO 8d NAILS THIS MTS 2 0 L_TS 2 0 PROVIDE (1) HGA10KT ON DOUG_ UPLIFT SIDE OF TRUSS. FASTENERS SIDE OF CEILING JOIST ALLOWABLE LOADS 1,2 LOAD LATERAL WITH TOTAL FOUR e /° � ° °° AND ON SIDE OF RAFTER „�,,;MODEL GA UPLIFT UPLIFT (133/160) 8dx1 CODE 8d NAILS z REF, INTO TRUSS. jumli�h NO. TO TO TO AVG NAILS RAFTERS/ PLATES STUDS ULT. (133) (160) F F (133& ° TRUSS z a SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION : _ TAKE—UP WASHER KEHL DE I N A OCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND m PROPER INSTALLATION PROCEDURES residential & commercial design . consulting H6 16 8-8d 3983 915 950 650 5, 44 ALLOW4BLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ART�"x12 DIMENSL14ON5TENERS PO.Box 1675 phone: (631(433-9084 TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS °o / ,° ° SOUth011J,Newyork 11911 E-Mail: ubn654@optonline.net MODEL GA AVG z REF. NTO °° ` o• ° ° NO. MAX. TEAR ULT. LFTA LFTA PLATES m • ; WIDTH PAN L CITY DIA 1�" 2" 2}„ 3" 3�" 1 " 2„ 2J" 3„ 3}' EIGHTS P 4 8d NAILS o Kehl Design Associates,LLC e formerly D A K Associates,LLC INTO �� LFTA16 2J" 17" 38"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: 0 z DOUG—FIR LARCH / So. PINE o These drawings and specifications including the FASTENER. ALLOWABLE UPLIFT LOADS MODEL L AVG 10d 10d x 12' CODE °° ideas, design and N0. 10d x 1 ULT. REF. LSTA21 ASSOCIATES, LLC. NoparttheSeofpshaelnted be tad 133 160 133 160 LFTA — therein, are the property of KEHL DESIGN ( / ) ( ) ( ) \ Simpson Strong Tie copied, disclosed to others or used in connection HGA10 with any work or project other than for which MTS16 18 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 1. ° DETAIL "K" they have been prepared without written consent. MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART 'x12 R EV. LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CN W— 11 �� o° STU 8 — COUPLER NUT DETAIL E °° 03-01-23 DOUG-FIR-LARCH Equal number in °° T KE—UP WASHER TYPE OF DIRECTION ALLOWABLE PINE ELOADS RODE each end 03-05-23 specified nails in 03-13-23 Simpson Strong—Tie MODEL CONNEC— OF LOAD FLOOR ROOF (133/ I•° CS16 ARTg X12 NO. TION (100) (125) 160 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN ART 'x12 HO DEFLECTION DEFLECTION STUD Y3 DEFLECTION AT HIGHEST CODE MODEL MACHINE AVG LENGTH OF BOLT AT HIGHEST REF. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE NO. BASE BODY iB' SB W H B SO CL ANCHOR BOLTS DESIGN LOAD DESIGN OO> GA GA QTY DIA 2" 2}" 3" 3 5}" LOAD THE SILL WHEN IPLATSED OFF O > HD2A 16 12 4{$" 2J" 2J" 8" 2A" i" 1 J7 2 12150 1555 2055 2565 2775 2775 2760 1 0.058 0.077 2, 43, 82 o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS II AVG N0. W L STUB PLATE ULT.NO. / SP CODE (133)2 (160) REF. SP4 3{" 71" —10d x 1r" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o WORK NOTES: NO. GA yy L NAILS 100 FLOUR (133) (160) REF, o LSTA21 20 1 21 905 1205 1 1295 7, 40, 90 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o 5„N0. GA WL NAILS 1��R (133) (160) REF. Simpson Strong—Tie STU 8 MSTA24 18 14" 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPACING RODE HD2A N0. END CUT LENGTH (TOTAL) t z TAKE—UP WASHER (LENGTH L CA (100) (133 / 160) oc' Simpson Strong—Tie OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 CS16 150' 14" 1 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 1 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS DN -FIRLARCH/SO. PIN A oWA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION No. GA BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL W H B 10dADER6d JOISTS? VG UPLIFT FLOOR 100 show 115 ROOF 125 CODE "F" ULT. (133) (160) 10d 16d 10d 16d 10d 15d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— LUS46 18 3{" 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1-111-50 — 1250 7, 40, 127 DETAIL "I" COUPLER NUT HUS210-2 14 3b 9{ 2 8-16d 8-16d 6076 1755 1 2105 1— 1650 1900 2065 1, 36, 84, 122 1 ARTJ'x12 STU 8 — DOUG—FIR LARCH/SO.. INE ALLOWABLELOADS SIMPSON UPLIFT LATERAL CODE FASTENERS UPLIFT MODEL AVG (133/160) REF. TAKE—UP WASHER N0. GAULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F Fz 160 Acceptance of these drawings does not authorize the right to HGA10KT 14 4—SDS4"x1�" 4—SDSi"x3" 1523 435 435 1165 940 build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and SP4 requirements with such agencies prior to construction. USE A MINIMUM OF TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT SP4 PROJECT: TOTAL FOUR JSE A MINIMUM OF 8d NAILS ® TWO 8d NAILS THIS MTS16 STU '- LSTA21 SIMPSON ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR /. • ® • HD2A TAKE—UP WASHER 0 Strong-Tie I LsVE 8d NAILS LSTA21 HUS210-2 INTO TRUSS. MOTEL TWO ° o F1 8 AILS i PLTO ATES 1100 SILVERMERE ROAD 8d NAILS 8d NAILS INTO INTO STUD Simpson Strong—Tie PLATES °m° DETAIL "A" ® GREENP H7 EIGHT � Bd NAILS ® DETAII, "D" DETAIL "G" DETAIL "J" INTO Sim son Strong—Tie Tie ° " CABIN 104 STUD H7 P g— Simpson Strong—Tie DETAIL "L" SCTM # 1000-47-02-14 LFTA ROD SYSTEM �DRAWING TITLE: LFTA LFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS NOTE: 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. / STRONG-TIE DETAILS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft, per vertical ft. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAGE I 3•' THROUGH ROOF 1 st FLODRII 1stROOF ROOF FLOOR st FLOOR ROOF AREA = 605 sq/ft CALCULATIONS AND 2„ PLUMBING RISER DIAGRAM LTP4 3' V = AXRxc 2„ 3" BATHROOM 2 A = 605 sq/ft LTP4 I •° R = 2" RAINFALL = .17 ft LTP4 1st FLOORC = COEFF. = 1,0 =NOTES: FLOOR 2 3, 2, ►, V - 605 x 1 x .166667 1O1 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE VI C11 C 31, 4" F.A. VENT - = DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 31, ABOVE GRADE O. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL C.O, 4'C. Simpson Strong—Tie TO GREENPORT VILLAGE SEWER SYSTEM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 3•• 3" 3" TO SCWA APPROVED 101 / 42,25 VERTICAL FT. / FT = 2.4 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 DETAIL "B" Floor—to—Floor Connections Ridge Strapping SEWERAGE SYSTEM UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail PLUMBING RISER DIAGRAM (N T S) USE (1) S DIA, POOL 3-O DEEP = 3.O V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong-Tie �tv OR SEAL: DATE: Floor-to-Floor Connections 101 / 22.3 VERTICAL FT. FT = 4.5 V.F. SEPTEMBER, 09 2022 USE (1) 6' DIA, POOL 5-0" DEEP = 5 V.F. PROJECT No: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN COMMERCIAL CONSTR UCT O N D ETA �S ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER 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 P���FNE{y/ BDK HOUSE AND/OR LEADERS TO BE PIPED TO o �• oO4rO CHECKED BY: NEW YORK STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC HILL-1 NUMBEK: NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION D ETA L S _ All framing hardware sfnown 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 Fp o � rv` G2 No substitutions are approved or authorized. SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �°,p `� Due to the relationships of framing hardware to WHERE TRAFFIC IS TO BE PRESENT. SAi DOB NUMBER: uH the other components of the structure, any framing hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION / D ETAI LS IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BE DIVERTED TO EACH POOL, © 1E1L:DESIGN•00MTH, ac performance of the en-,ire system. TO CONFORM TO 2009 Al 17. 1 9 8 —102 25'-1 ', C % l/ �/ ,,��i,i/ ✓ r / / is 8'-2' 1 -84' 4, 1 2'-0, 4' 3' t Provide Handrail r p I 0I td , as per the 2020 Building Code 25'— " of New York Stat 10 14 1 " KEHL DESIGN ASSOCIATES uc ," i„ !' 84" 3'-8I' 4 12'-04„ 11'-104 -14'-0'4 11 _ (2)2x6 ACQ 4x4 ACO Post ""t Girder residential & commercial design . consulting 33"x 54" M Attached to 8" Provide Handrail A Conc. Filled Sono as per the 0 J2 16'-6" 0 " X-1 o 2020 Building Code 1 Tube Min. 3'-0" Below v= 4 Final Grade a N of New York State 00 "' P0.Boz 1675 phone; (631)433 9084 CL. -- Southold,New York 11971 E-Mail: ssbn654Coptonline,net N = N 2x6 ACQ r` 01 —————————— — — Fro m_ —— —— ——————————————- r7 I I Existing 3J, Crawl u7 - ---- ---------- ----------- I B" CMU. Zo 32 1 = = Foundation Kehl Design Associates,LLC®formerly D A K Associates,LLC Space 4„ 4., Existing I I g '' �I%'�/�%':r, %�= 16"x8" Conc. Ft L N BEDROOM BATH Access ExistingExisting Existing g I ---� OWNERSHIP & USE of DOCUMLNiS: Min. 3'-0" Below N M 16"x8" Conc. Ft 2" P.C. Slab 2° P.C. Slab I I w EXISTING Final Grade. Min. 3'-0" Below I I � _ I These drawings and specifications including the Final Grade. E�qist—in F— a, I I N CRAWL SPACE Growl I ideas, design and arrangements represented —6" \ I c ace I I therein, are the property of KEHL DESIGN Existing I 1 E E A¢cess I I ASSOCIATES, LLC. No part thereof shall be 7a 8" CMU. I _18„ —1 —1 „ —1 „ L_—_J I copied, disclosed to others or used in connection N Foundation $ 0 0 0I I I I I with any work or project other than for which i� O U I N I ___J they have been prepared without written consent. (— Existing I i I 16"xB" Conc. Ftg. r——,—I—'r o I———,-1 0 ——„� I Min. 3'-0” Below a Mie I I Existing 11 —4T o Exis ing �'-4 Existing o —44 Existing I Final Grade. 2668 o PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH _(3 2x8 Girder I I_N 3)2x8 Girder) I 3 2x8_Girder� _IEilI 3 2x8 Girder_ I a? REV. `r = _6 Utility I N THE 2020 BUILDING CODE OF NEW YORK STATE I I I a I I N a I I A 1 03-01-23 N Room I I Existing L--J o L—__ io L-- J —6 8"x16" CMU. X Existing I 03-05-23 X "x16" CMU. x 4' 0 FI KITCHEN Block Piers 2' -2'—l -2'---� I I on Block Piers L—————, 03-13-23 SITTING Co I ALL HEADERS ARE TO BE I I 2'x2'xl' Con. on I (2)1 4"X 7a' LVL UNLESS N I I Footing x 2 xFootinCon. AREA N OTHERWISE NOTED I I W �N g w Existing 3 " I I I 4" PC. Slab I IUtExisting ty tRooqn I 31„ I I 2„Existing 00 o0 2"EP.CInSlab 66"x 54" 2 NOTE; PROVIDE FIRE BREAKS I I Existing I I 2868 AS PER ou dcti N 33% 54" I I Existing Foundation I THE 2020 ( I ——— Foundation r Existing _ BUILDING CODE OF I I I I L 16"x8" Conc. Ftg 2 —62NEW YORK STATE I �———— ------------ Z---------------- I Min. 3'-0" Below I N 25'-102" �a I I Final Grade. N SCREENED PORCH N L ST4 �N I j CRAWLSPACE 1 4 26 68 ^N I I Existing I SCREEN 4 4' 2" P.C. Slab i I DOOR I I L---------- I WORK NOTES: I QO I ------------- ------- - `� 16"x8" Conc. Ftg. �" —2g" 4'-5g" 3'-6" `- 12'—1 1' 12 —1 12" Min. S-0" Below Final Grade 25 —102" B A 1 I WATER VIEW 12'-11" 12 -112" EXISTING FLOOR PLAN UNIT 104 25'_10" 3,-10„ 29'-82" SCALE: 1/4"= 1'-0" 11 —104„ —71 5" EXISTING FOUNDATION PLAN ' — 0 SCALE: 1/4"= 1'-0" 4 NO WORK REOUIRED. B A USE EXISTING FOUNDATION 102 102 M Remove Existing Instoll New Acceptance of these drawings does not authorize the right to window and Install 244DH2840 build withoutthe authorization of local governing agencies, such 24"X 7" LVL Hdr, (2)13/"X 74' LVL Hdr. Door as Suffolk County Dept.of Health Services, Town Building (2)1%"X 4 Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. i o 5UJ 3� J I Crawl PROJECT: o UJ + x _ i +�Space N A F w IV 1 o Access W� I co Bo BEDROOM " i SILVER us Z Zo DE /C OR r l SITTING 11-0 N N MOTEL � 00 w � N AREA 2x6 Rid , I I , J '-9 " � 3' ALL COMBINATION SMOKE DETECTORS 3 " M O AND CARBON MONOXIDE DETECTORS X . TO BE CONNECTED WITH A CENTRAL 1100 SILVERIIERE ROAD o 0 �_ � Utility �*MONITORING STATION AND TO BE GREENPORT, IVY 11944 4 v E Room MONITORED CONSTANTLY AS PER THE N mow= � Dcrl I NI i u N 3 2 N aZo 3 y 4' 2020 BUILDING CODE OF NEW YORK STATE CABIN 104 _ v _ SCTM # 1000-47-02-14 C) I31„ DRAWING TITLE: BATH2 FIRE ROOM N PLANS 16'-6" ALL INTERIOR FINISHES ARE TO COMPLY CABIN 104 244FX5040 R0o35 " 0 244 2840 2020 BUILDING CODE OF NEW YORK STATE AS NOTED I I A N I _N �N NOTES: �Q 0 SCREENED PORC - FIRE EXTINGUISHER r THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE a �+ � DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL 8E CLASS ABC, 5 L B, 2A: 10 B: C PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL N N A AS PER TABLE 906.3(l ) FIRE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2868 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SCREEN EXTINGUISHERS F 0 R CLASS A UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT DOOR FIRE HAZARDS BASED O N, FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. B 1A LIGHT, (LOW), HAZARD OCCUPANCY SEAL: DATE: 1 SEPTEMBER, 09 2022 PROJECT NO: 1135-2022 —104,",-28" 4'-108„ 3,—6 C__) 0�NF�y DRAWN BY: ,o��a �' �D �,p BDK 12'-11 12'-11 �y CHECKED BY: 25'-102" SHEET NUMBER: WATER VIEW �A�'o BNv� A1 01 0 FLOOR P EXISTING DOB NUMBER: OF FILL—IN AREA SCALE: 1/4"= 1'-0" © KEHUESIGN•ASSOCIATES,uc /V/0 K . = w:' c EXISTIf1G EXTERIOR CONSTRUCTION TO REMAIN q,, KER DESIGN ASSOCIATES, residential & commercial design . consulting Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Ex. 20 Trusses - 24"oc. P0.Boz 1675 phone: (631)433-9084 q" cox Roof Sheathing Existing Roof SystemI II LL Southold,New York 11971 E-Mail: ssbn654Qopton!ine.nef GaF Architectural Roof Shingles Kehl Design Associates,LLC e formerly D A K Associates,LLC 12 U 5 II `'M1>Vti aria` OWNERSHIP & USE OF DOCUMENTS: nsCion fl s �� �� �� ;. ::^.o: :. .: ' R-49 Insulation(2) L I SII €>::.:. 'k w } These drawings and specifications including the ynu.;..::.r rk;:.;:. , .:n 9 9 P ce an Water le ti "`" " �.; ideas, design and arrangements represented Vented Soffit Provide Simpson Hurricane Tydown® __ � � � therein, are the property of KEHL DESIGN 1x6 Azek Fasciae F III I F'% ;„ >N:; ASSOCIATES, LLC. No part thereof shall be Blue Skin House Wrop or Equal(0 copied, disclosed to others or used in connection (>)2x4 Top Plate I I with an work or project other than for which they have been prepared without written consent. q' Exterior Sheathing I ( Screen Panel y p j —R-15 Insulation 0 l B A TH I 2x4 Stud's 16"oc. I LI II I I II IIII III REV. Ceclor Siding® I I — e' Type "X" Fire-rated Sheetrock e I I 11 LL11 03-01-23 I I 2x4 Shoe I I 2x8 Box Beam 4" Su floor Sheathing "x4 Fir Flooring 03-05-23 Il 1 SOUTH ELEVATION 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remai Ex.2x6 Floor Joists 16"00. 03-13-23 R-30 Insulation (3 2x8 Girder Ex.2"PC.Slab 8"x16" CMU. "= r " \-!Spray Foam Box Beam Block Piers To Remain SCALE: 1/4 1-0 on 8" Cl 'x2'x1" Con. Foundation Ex.2"PC Slab Footing 16"x8" Conc Ftg. 16"x8" Conc. Ftg. Min, 3'-0" Below Min. 3'-0" Below Final Grade Final Grade. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE 17 " '-94 4.. 24 ALL HEADERS ARE TO BE Ill Hill 11111 1 11 11 It Ill 111111 1111 11 1 O2 1%"X 71" LUL UNLESS II IIII II II I II a 11J1_l LiII H lillll I l lil I II OTHERWISE NOTED L1L l CROSS SECTION A NOTE: PROVIDE FIRE BREAKS S°qty, ' M1°4 WORK Ni AS PER SCALE: 1/4"=1'-0" 102 THE 2020 L v�>��4,, . e BUILDING CODE OF 1� NEW YORK STATE II II 11 11 1 1 Il 1 11 11 11 11 1111 11 11 11 11 11 11 11 11 11 11 11 Ill IIIIIIII I Hill 11 Ill NOTES: NORTH ELEVATION_ m Provide Insulation Baffles as required at Soffit SCALE: 1/4"=1'-0" Locations to Provide for proper attic ventilation ® Provide R-49 Insulation in all Flat Ceilings os per 2018 IECC International Energy Conservation Code ® Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof ® Provide Simpson Tydown or Hurricane Strapping to the rafters _ at all locations of the Interior that are Exposed during the EXISTING EXTERIOR CONSTRUCTION TO REMAIN removal of mold or deteriorated interior surfaces. m Provide 1x6 Azek or Equal to all locations of the fascias that Acceptance of these drawings does not authorize the right to Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold are repaired due to Mold or Deterioration, build withoutthe authorization of local governing agencies, such ® Blue Skin House Wrap or Equal to be Used Under Siding for All LLIL L as Suffolk County Dept.of Health Services, Town Building Ex. 20 Trusses - 24"oc. Locations Repaired Departments, DEC, FEMA, etc. Verify all conditions, codes, and 4" CDX Roof Sheathing Existing Roof System Ll requirements with such agencies prior to construction, CD Remove and Replace any Insulation that shows signs of mold or deterioration with R-15 Insulation I LLLL 1 1111. GAF Architectural Roof Shingles PROJECT: 4" CDX usset Plates �— (2)2x6Collor Ties oc ® Remove and Replace any Siding that shows signs of deterioration Ins ton Baffles with New Cedar Wooden Shingles Existing R-45 Insulationm IS Remove and Replace any Sheetrock that shows signs of mold ° SILVER` Ice and Water Shield Vented Soffit Provide Simpson Hurricane Tydown® or deterioration with New 8" Type "X" Fire-rated Sheetrock e 1x6 Azek Fascia e (2 z4 Top Plot o Blue Skin House Wrap or Equal® 11L]UHUL111LILL-L! MOTEL y terior Sheathingo o Screen Panel I I I R-15 Insulation 0 I BATH l ;� 2x4 Stud's 16"oc. Cedar Siding® l I 1100 SILVERMERE ROAD �gTye "X" Fire-rated Sheetrock® I WEST E GREENPORT, NY 11944 0 ghoe I ALL COMBINATION SMOKE DETECTORS x8 Box Beam 4" Su floor Sheathing 4"x4 Fir Flooring CABIN 104 AND CARBON MONOXIDE DETECTORS SCALE: 1/4"= 1'-0" 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remai E7,.22 Floor Joists 16'oc ' ARE TO BE CONNECTED WITH A CENTRAL SCTM # 1000-47-02-14 nchor Bolts ( 2x8 Girder Ex.2'PC,Slab R-30 Insulation 8"x16" CMU. MONITORING STATION AND TO BE DRAWING TITLE: Spray Foam Box Beam Block Piers To Remain an MONITORED CONSTANTLY AS PER THE 8" CMU. 2'xGan. Foot 2020 BUILDING CODE OF NEW YORK STATE PLANS Foundation Ex.2�PC SIaD Footin 16'x8" Conc. Ftg. 16"x8" Conc. Ftg,---L Min 3'-0" Below Min, 3'-0" Below CABIN 104 al Grade. Final Grade. liu� �IIII AS NOTED 17'-94" 6'-24" ALL INTERIOR FINISHES ARE TO COMPLY NOTEs:. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I �,;.�:�„o-�. " r`:. ,;.:; � DESIGN PROFESSIONAL WHO E A I AFFIX 2 4' WITH THE ..,�,..�� �>:�:�s::�>�: �t; :><;>. �. : .� , "v x' S SEAL S ED HERETO. INFRINGEMENTS WILL BE 2020 BUILDING CODE O F NEW YORK STATE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT B C ROSS S )� ,���::zts. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. r LL SEAL: DATE: I I � III II II I S I I SCALE: 1/4"= 1'-0" 102 SEPTEMBER, 09 2022 PROJECT NO: 1135-2022 DRAWN BY: 5 ��� O CO a. BDK EAST ELEVATION •a `�.. ED BY: SCALE: 1/4"=1'-0" v Y;�\i'.' SHEET NUMBER: Al 02 � SSIONP�' DOB NUMBER: OF © KEMDESIGN•ASSIDMTES,¢c