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Home My WebLink About49243-Z SaFF01,fr Town of Southold oGy� 8/5/2023 ,{ P.O.Box 1179 o 53095 Main Rd yfj�l �ao� ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44404 Date: 8/5/2023 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 1220 Silvermere Rd,Greenport SCTM#: 473889 Sec/Block/Lot: 47.-2-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/20/2022 pursuant to which Building Permit No. 49243 dated 5/15/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"alterations to existing motel cottage(unit#29)as applied for. The certificate is issued to Silver Sands Hldgs I LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49243 7/20/2023 PLUMBERS CERTIFICATION DATED 6/5/2023 P' a Dr s Plumbinj f uth riz gnature ��o�SUFFot,��sTOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 12 . o�� SOUTHOLD, NY BUILDING PERMIT, (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49243 Date: 5/15/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: (unit 29) legalize "as built' alterations to existing motel cottage as applied for per DEC NJ letter. At premises located at: 1220 Silvermere Rd, Greenport SCTM #473889 Sec/Block/Lot#47.-2-13 Pursuant to application dated 12/20/2022 and approved by the Building Inspector. To expire on 11/13/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $500.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $550.00 Building Inspector OF SO(/jyol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • �Q sean.devlinlu'�,town.southold.ny.us Southold,NY 11971-0959 C01UNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1220 Silvermere Rd 29 city.Greenport st: NY zip: 11944 Building Permit#: 49243 Section: 47 Block: 2 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential Indoor X Crawl X Service X Commerical X Outdoor X 1st Floor X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 22 Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures 8 Smoke Detectors Main Panel 100A A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 13 4'LED Exit Fixtures El Sump Pump Other Equipment: 100A Panel 20 Circuit/ 12 Used Notes: Cottage 29 Inspector Signature: sis: Date: July 20, 2023 S.Devlin-Cert Electrical Compliance Form so Town'tiall Annex Telephone(631)765-1802 54375 Main Road co Fax(631)765-9502 P.O.Box 1179 Southold;NY 11971-0959 BUILDING DL:;PARTmENr i . DI) TOWN OF SOUTHOLD JUL 1 9 2023 BU11DING DEPT. TOWN. '717f CERTIFICATION Date: Building Permit No. Owner: iy-(-c 'S (Please print) Plumber T-I ee.--D 2 -�51 (fp� Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plun, Signature) Swom to before me this day of 20 PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 CA616116() Qualified in Suffolk County County Commission Expires August 14.20VIb Notary Public, --Sou,,ty SOGTyOlo !/ 7 2 r2- &al&w? WN OF SOUTHOLD BUILDING DEPT. • .ao 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 036 Q a4-2 DATE !2;7INSPECTOR a � so y , TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] /O [ ] RENTAL o . REMARKS: IAvir, � VKJ* S�1 DATE �° �v3 INSPECTOR QL OF SOUTyO� l (/ �j / a ° ` t - " s / 0 (/ �'/�'l Q✓�F' f # TOWN OF SOUTHOLD BUILDING DEPT. 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]_ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: la E. . v DATE INSPECTOR Q r N., J. MAZZAFERRO., P.I.E. JUN 2 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 T"I"r, VI.-Ilf'! Consulting Eh,&ine&r June 2, 2023 Design, Construction, Inspection Page I of I Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvennere Road Greenport,N.Y. 11944 District-1000, Section-47, Block-2, Lot-13 Building Permit Number—49243—Bldg. 29 On 5/31/2023, 1 inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 45. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and NEW applicable Codes of NYS and Southold Town Building Codes. CO MAZzy 0 Nicholas J. Mazzaferro,P.E. 051 10ROrEsslo N. J. MAZZAFER-TRO, P.E. JUN - 2 2023 PO Box 57, Greenport,N.Y. 11944 "' Phone - 516-457-5596 7 Consulting Engineer June 2, 2023 Design, Construction, Inspection Page I of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings 1, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47, Block-2,Lot-13 Building Permit Number—49243—Bldg. 29 Inspection—Rough Plumbing On May 22, 2023, 1 inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV—System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS —System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. 0 Nicholas J. Mazzaferro, P.E. 4'0 051 ressi N. J. MAZZAFERRO., P.E. JUN 2 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 'r"7-: Consulting Eng' ineer June 2, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings 1, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-13 Building Permit Number—49243—Bldg. 29 Inspection—Framing On 5/22/2023, 1 inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the first floors and roof of the existing cottage. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF NEW 3. A Ar Nicholas J. Mazzaferro, P.E. Z 0 4f0 051^V'91b ROPESr FIELD INSPECTION REPORT DATE COMMENTS ro FOI;JNDATION (1ST) . cl V� y -------------------------------------- FOUNDATION (2ND) - - _ z N o ROUGH FRAMING& PLUMBING � J w r INSULATION PER N.Y. STATE ENERGY CODE l 4,t�-n on/ YLel CY FINAL V• ADDITIONAL COMMENTS G H b N � � z - x r ro �fFot�c TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector— DEC Q COLL ED Applications!and;forms'must:be filled out in their entirety,lncompl"ete„ UUILOiNGD�f�; a'pplications will.not 6e•:accepted.'.Where"the Applicant is not.the owner,an'-' SOWN®FSOMOLD Owner's'Authorizationrform;(Page°2),shall'be,completed.:. Date:December 1, 2022 OWNER(S)OF�PROPERTY:. ; Name:SILVER SANDS HOLDINGS I, LLC SCTM#1000-47-2-13 Project Address:1220,Silvermere Road,_ Unit'40 ...,Greenport,-NY_11944 Phone#:g17-318-0027 Email:ALEX . .. _._..... ..@SILVE...... ... ... .RSAND.S-MOTEL,,COM Mailing Address EENPORT NY 11944 00 SILV .. _ .. ._-... CONTACT"PERSON ' AD, G Name:RICHARD VANDENBURGH, ESQ. 4IN ROAD, PEC9 Mailing Address. 2155 MAONIC..... ..... .. . . _.._ .. . ...,. NY 1158-_.. .... ... ._ ..__ . ................. _. .."..._ .... ....... . .__.. ..._............._. Phone#:631-613.-901,9 Email:RICH GREENPORTBREW.COM DESIGN PROFESSIONAL,INFORMATION:; Name: _.. JOHN LONDON, PE. - LONDON ENGINEERING Mailin Add res s:,1755 SIGSBEE" ROAD, MATTITUCK NY 11952 Phone#:631-298-1896 Email: . ._... condoneng@optonline.net. ._... .__._._._._. 'CONTRACTOR"INFORMATION: Name:HIGHLAND PEAK"GROUP, LLC- Mailing CMai ing Address:,19215 SOUNDVIEW AVENUE SOUTHOLD Phone'#.:9-1.17-3-1870027' — @ .Email:ALEX SILVERSANDS-MOTEL.COM 917-318-0027 ,... ,. . ..... . DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition BAlteration RRepair ❑Demolition Estimated Cost of Project: DOther See Attached. $73,188.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY.:INFORMATIOW - Existing use of property:RR... . . .. .... . . . .... ,... Intendeduse of property:RR......__..._......_..._.... ...._......._,............._ ........... __,.,._...w_... .._.: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes BNo IF YES, PROVIDE A COPY. 8.Check Box After Reading: The owner/contractor/design.professional Wresponsible for all drainage and storm water issues'as provided by =' "Chapter'236 of the Town,Code. APPLICATION IS HEREBY•MADE to'the Buildink�6epartment,for,the issuance of a Building Permit pursuant to the B,uilding;Zone`, Ordinance of the Towmof:Southold;Suffolk,'County,New York'and other:.'dicattle Laws,Ordinances or Regulations,for�the,construction'of buildings, additions,alterations or-for removal ordemolition as herein described:The a,'pplicant.agree's tocomply with all applicable laws,ordinances,building code; -housing code ands'regulations and,to'admit'authorized inspectors on premises and;in builiiingi0 for necessary inspections.,False statements,made,hereiri are punishable'a'a Class A misdemeanor pursuant to Sectlon 210.45'of th6New.York State Penal'Law. Application Submitted ed By(print name): Rma' VAA*r,,.. ......�.�. ," BAuthorized Age.nt. ..❑.O.. w.. n...er .. Signature of Applicant: Date: I ] .. .. 6 i CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF SUFFOLK in Suffolk County Commission Expires April 14,2�� RICHARD W. VANDEN BU RGH 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 ;U-Kay of DECEMBER 2022 div.• Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described herein. Ownei'&Tignature Date ALEX PERROS Print Owner's Name 2 IMIEW YORIK STATE DEPARTMENT OP ENVIRONMENTAL CONSERVATION Olvkton ui R�nvli„nutant l N<<imfRN,Id�yfcui 1 SUNY,('-Stony 1310ok,50 Giclo Road.Stung I-Atook,NY 11790 P:(631)441-0365 I F:(631)4/1/1-03{3o LETTER of NO JURISDICTION TIDAL WETLAMDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# '1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map#720-552, are beyond the jurisdiction} of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File —1' NAW YON11 n3ddn'Jd91 iRletllt dl) } �6^:1,`il ', I fi;llV)pi111f11d1i1Rlj) `'� C•Qd1�difV(iRlt3d1 L I(n ►� ►i iui I� MAR 2 3 2023 N. J. MAZZAFERRO, P.E. �� ®NGQEPT�® PO Box 57,Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer March 16,2023 Design, Construction, Inspection Silver Sands Holdings 1,LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Certification Statement-Construction Costs for Refurbishment of Cabins 26-27-29 HouselUnit 28 Tax Lot— 1000-047-02-13 (1220 Silvermere Road,Gpt,NY 11944;Cabins 26-27;29'House 28) Property Occupancy Code—Comm Motel/Cabins—NYS Building Code Section 310.2 Project Category Alteration 2-NYS Existing Building Code Section 603 Tax Info—Comm—Motel—3 Buildings on 0.50 acres—Pre-Existing 1957. CofO's Exist for Building 29, 11/27/57—Addition, 11/21/84—Green House.No other CofO's. 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(1 set) -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 1 considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 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 (3) individual structures is: Total Cost—Cabins 26-27-29, House 28 =$297,112 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures= $1,055,222 (Newmark Valuation) Therefore the planned refurbishment for the Cabins and House on this Tax Lot is 28% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code—Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. The Cabins 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 fmishes is limited. The House is a one and a half story structure with a storage loft. The floor plan includes three bedrooms, loving room, kitchen/dining room and two bathrooms. The structure has uncomplicated interior walls and simple room design. As a result, the use of materials and sophisticated components and finishes is limited. 2 .A 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 headers, and removal and fill in of window openings falls well below the 50% demolition definition. 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 are 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 structures on this tax lot reveals that the total cost will be 28% 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. 3 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. 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 28% to 24% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in regards to the Town of Southold Code. Proiect Evaluation—Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these three buildings 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 iect 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 for all the structures, 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. 4 The Cabins are one story open structures and the House is an existing one and a half story structure with an open loft storage area. Because these buildings are being renovated in kind to remain as the same use, evaluating this project based upon impacted Work Area is not practical from 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 cabins and house; 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 28% of the property valuation(less than 50%). 3 - The adjusted cost based upon NYS definitions of the planned construction will be 24% 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. ARE OF New Y O Nicholas J. Mazzaferro, P.E. 'z o c. =w sFp� *O 05709y 5 S1010, t Cabin 26-27. 29 House 28 Summary Estimate Anal is ^ - -Cabin/House Num Renovation Total zImprovement Cost SafetvCode Cost _Newmark Value --Net%of Value Net%of Value Impro Total vement - 26-27 �- - -113,02225 95,585.87 17,436.38 - w ".245,922.00 - 46 39 __.. 29 90168.80 --__ 74,850.84 - 10,317.96 36 32_.___._ ....,.. 28 93 921.33 79,617.75 ---__,___.._.. ._____._—_._.. _..._.__-._._..._. ._.................. 14,303.58 561,058.00 17 14 Tax Lot Totals 297112.38 255 OS . - -- -'-"'-- - _ .__ _! __...-_...!.. 446 - -42,057.92--_-" _ 1,055,222_QO 28 24 1000-047-02-12 - .--._....._._.__.__. __._.-.____._-._._._._-----._..-- -____.---_-- N. J. MAZZAFERRO, P.IP PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 . Consulting Engineer March 13, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Energy Evaluation- Costs for Refurbishment of Cabins 26-27-29 House Unit 28 Tax Lot— 1000-047-02-13 (1100 Silvermere Road, Gpt,NY 11944; Cabins 26-27,29 House 28) Property Occupancy Code—Comm—Motel/Cabins—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info—Comm- Motel—3 Buildings on 0.50 acres—Pre-Existing 1957. CofO's Exist for Building 29, 11/27/57—Addition, 11/21/84 —Green House. No other CofO's. On 3/14/23 I reviewed the project plans for the three (3) Cottages on Lot 13. 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. House Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts—(R-11) Batts—(R-30) New. Walls - Exterior Batts—(R-11) Batts—(R-15) New Walls - Interior None Batts—(R-11) New-Sound Floors None Batts—(R-22.5) New Spray-Max Depth Box Beam None Spray Foam—R-30 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 the Cabin and House Structures. 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 House. The use of split units will provide a more efficient, highly controllable system. The system provided in the design is: Cottage Conditioned Space Proposed Unit Cabins 26-27,29,Hse 28 All Rooms ComfortStar Unit—Various Ratings 2 t� H a1 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 buildings will be more compliant with the Code. - After the Alteration the buildings 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 buildings will be more compliant with the Code. - After the Alteration the buildings will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE of EW 6 057 AROFtssticN�`�° 3 lr '! 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 GREENPORT, NY 11944 3EORGE W. HUBBARD, JR. EXT. 215 TAX MAP ID# +J0_L7 `=�"i;0 "c++300: 000 0 4 7000200 Cl 4 0 0 477r f'•_;; '0 �.•:.J +J n "✓10-0 047000 . + C :`n_Cll:90 TRUSTEES JACK MARTIL017A 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 Suffolk County Department of Health Services Bureau of Public Health Protection PERMIT To Operate a Temporary Residence This is to certify that Silver Sands, Inc. the operator of SILVER SANDS RESORT at SILVERMERE ROAD GREENPORT, NY 11944 Located in the ULLAGE of GREENPORT in SUFFOLK County is granted permission to operate said establishment in compliance with the provisions of Subpart 7-1 of the State Sanitary Code and- under the following conditions: (1) This permit is granted subject to any and all applicable State,Local and Municipal Laws, Ordinances,Codes,Rules and Regulations. (2)This permit is granted subject to any and all applicable Federal Laws including US EPA regulations pursuant to the Safe Drinking Water Act's Underground Injection Control(UIC)program (3) Capacity 40 units. (4) Required supervision at swimming pool is Level Iv. (5) Waterfront is not a "permitted""bathing beach. (6) As part of New York State's novel coronavirus (COVID-19)response,permitted facility owners/operators must follow all applicable COVID-19 guidance at https://coronavirus.health.ny.gov/'.bome and https:/esd.ny.gov/,in addition to complying with all NYS permit conditions and requirements. Please continue to monitorthese websites to ensure that your facility is operating in compliance with these important social distancing directives,which are designed to prevent the spread of this virus. VV- �� f( Effective Date January 01,2021 Permit is NON-TRANSFERABLE Gregson HPigott,MD,MPH Permitissuing Official Perim xpue� on_ _e"cem�ber li 2021 =ani maw revoked-or suspended-fdiLcaus- THIS-PERMIT-SHOO- .BE.-PO -" - Facilify Code51-3679____;PernnrtNum�3er 51:36'79'- eration ID 31 _== February 26, 2023 Darline Duffy #3 Watersedge Way Port Jefferson NY 11777 RE: Silver Sands Motel properties, including SCTM 1000-047-02-09, 1000-047-02-11, 1000-047-02-12, 1000- 047-02-13, 1000-047-02-14, and 1000-047-02-15. To Whom It May Concern: I write this letter to help clarify facts around the historical use and designation of the various properties related to the Silver Sands Motel.I have relevant first-hand knowledge since my husband, Edward Jurzenia, spent his entire life at the motel and was an owner and operator up until his passing in December 2019. Edward's parents built the original motel in 1957 and he and I had been together since 1975.1 inherited my husband's ovinership in the motel and surrounding properties, which I sold to the current owners in 2022. i also served as a Southold Town Assessor from 1991-2014, through which I had intimate knowledge of real property arid its taxable status within the Town of Southold, including the Silver Sands properties. 1 can attest V`,at all the cottages and homes on the various properties that comprised the Silver Sands have always been rented to guests and were never used as permanent residential housing since at least 1975.To the best of my knowledge, all the properties that are currently part of the Silver Sands have been zoned Resort Residential since at least 1975 as well. Of course,the Silver Sands Motel (on SCTM 1000-047-02-11) itself was built in 1957.Furthermore,the cottage on SCTM 1000-047-02-09(aka#34)was at one point called the Windward Shore Motel before it was incorporated into the Silver Sands, and the cottages on SCTM 1000- 047-02-14(aka #s 101-108),which date back to 1930,were at one time called the Silvermere Beach Houses. All the dwellings on these properties, as well as the ones on SCTMs 1000-047-02-12, -13, and -15, were rented out to guests for many decades. Very respectfully yours, xva_'Z__� Z_� Darline Duffy t SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38,OAKDALE NY 11769 PHONE 563-5669,FAX 589-5273 August 30,2022 PREMISE: 1220 Silvermere Rd, Greenport BP: TBD DEAR CUSTOMER: Please be-advised: Effective June 1, 2023, our fees may be increasing. To. "lock in" the current pricing your job must be released by May 31,2023. For your Job to be released.you must complete the.cheeklist below. IMPORTANT INSTALLATION INFORMATION As of December 1, 2019,allservices are required to meet the attached specifications. Please review these carefully,as all criteria must be met for the field inspection to pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: 1. Please complete the enclosed application card and return so the account may be established. 2. Tap &Vault fee(2"tap) $9,820.00 3. Inspection request — Residential inspections must be scheduled two (2) weeks in advance, and are subject to the time constraints of our workload. Please plan-accordingly. 4. Customer Service Line Measurement Form (Form #215) — Must be completed by whoever installs the service(either the owner or a licensed plumber is acceptable) once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once,your-service line'is installed. Please mail all information to the above address. If you have any questions, please contact the New Service Department at(631) 218-1148 or via email newconstructionelerks(&scwa.com: S 10LK COUjv�y o • • Date 9/6/2022 Name:or Business Name Silver Sands Holdings I LLC PropertyAddress 1220 Silvermere Road, Greenport, NY 11944 Mailing Address 1400 Silvermere Road, Greenport, NY 11944 Phone Number 917-318-0027 Email.Address: alexanderperros(cD-startmail.com SCTM# 1000 047 02 13 District Section Block Lot ApplyCheck All That x Residential Property _ Commercial Property Temporary.Service for Construction Adding Fire Protection: Dedicated Fireline _Combined Domestic/Fire Seasonal Service: _Dock _ Irrigation _ Beach _ Beautification Demo/Rebuild (describe) New water main and new taps as part of renovation Other Geothermal Unit: _Yes X No If yes, type: _Open Loop _Closed Loop I understand that water pressure varies throughout the County and that it is the applicant's responsibility#o determine the maximum system pressure to ensure-the.plumbing s stem follows all code requirements. Print Name Alexander Perros Signature If.you have any questions, please call (631) 214-1148 iFor Off ice,Ul seO BP#: Service Size: Easement Required? -Please:_return,completed;,totm with:,payment,to SCINA�NewService PO Box 38;,Oakd "e, NY il' 769 Silver Sands Holdings I LLC NovzmlUer 29. 2022 1400 Silvernicre Road Greenport. NY 11944 To WIlOni It May Conceni. I have perf-brined sewer and water Work in die Village ofGrccnport and Town of-Southold for the last. fifty years. The omicrs of tile. Silver Sands Motel hired nix to perfomi maintenance and repair work oil the existing,sewer system and to supply nc\w donicstic\val.cr I the property. lrics 10 tile motel and various cottages across I can c<)nfinn that we are perfonninIf;work ell talc Ctlsfllig sewer system and that it does not require any Stif folk CountY Dopartnlcut of health (SCDOI-1)pcniiissions or notifications. '(11cproperty' sewer system_ ing melrrding aprivate main along Silvernicre Road and a pump station located next toexistherailroad tracks.are all oil private property and Fall under t.1ie purvie\v oFthe Villal;c ofGrccnport. We Have bccli working closely\witlt the Village and file [read of the sewer department,Adam Hubbard, visited the property as recently as November 29, 2022;he once again confirmed that all work being done is (1) on apre-existing system. and (2) that no nc\y scwagc or wastewater capacity is being added to the system. The mainteilance and repair work I have performed on the property's existing sower system is critical to ensure it contiliucs to Function properly and does not have a negative offect on the buildings or contaminate the surrounding environment. In August 2022,SufT'olk County Water Authority(SCWA) replaced the failing water main oil Silvenncre Road. 1 have worked closely with both SCWA vld the property owners to upgrade file domestic water lines acid to connect no\w service taps to the water main. `ihc motel and surrounding cottages are loca Oil multiple lots and SCWA required that we install individual taps for each lot. The owners have ted diligently filed all nry ecessaapplications with SCWA,and SCWA has performed all required inspections and sign offs. We continue to work in lock stop with SCWA to complete this important infrastnlcture work. It shotild be noted flint when installing die new water main on Silvernicre Road, die SCWA contractors accidentally broke the sower line that crossed Silvernicre Road and connected the cottages at 1100 Silvernicre to the private sever main tine nlns,along the cast side of Silminere. This was documented by both the property owners and the SCWA contractors, who replaced the section of pipe that they broke. Sincerely. Stanley F. Skrczcc ATLAW P•(). Box 1017 Southold, N.Y'..1 1971 _....-.._..........___.._._..............._................._....,......._ ............................-_.............__. Cell No, , 1',-r1lall: 1l'Ih„t111aCI< ��r?vcc i;zc�,c:>.,>?.Gt November 1.0, 2022 Miehae'l Verity. (: hief.13uildin 111s1aector• Southold ]'own btulcfing 1::)elu•taalenl. 54.375 Main 1�',oad, Southold.. N.Y. I. 1971 1Zc; Silver San(Is I-Ioldlljgs. 'I .. LL(”1400 Silvernlere Ro;td C"Venport, N.Y. 11944 Deal. IVIr. Vail~ The intent of this felte.r is to Uppri'se you of the cflort �11t1de by Silver Sands 1-'10dings 1 LLC" ([...1.,(;) to corr(ot'n1 to lull rapplieahle c0d(e,s a, thcy may pertain to the 1•e.1h.,11: flit at.irtr ) ' ,,nd cottages, was cnl;atit(:c.1 to r.rcacfrrtss t11c r�;,habilital.i(u•1 1.11ttn and evaluate: the cot `t r f the rruttcl ,what jurisdiciions ,apply, bdtll "I"ovvn and State, tarld w-tic:h peraalits n1<u b(: ler 11pon��nt., of the plan as to compliance. it"1 1:11at co11tC'Xt, .I prel ,.rle(.1 my Arta l� discussions with 'Town in hYdu�lls fin' input into choir inte.r.�rc } .tuned to he in ✓.>15 ol'i:he. Southold (_',(tdca �IIC)t1�>> needed. In adcl amL 11t h, crnitttctc,d DEC with 1110 c Wmination orITly inquiry wits comlail d in t:r s I tat1o11 e p what pc:luv r q ired f,� to Irrtial irasi,.;i1t<1s tet tvlactlac:r pet'ral.it(s) arc. required, Jt.utuary, of t11is ye u. C(71.1y rrl'ra1y Analysis is trttr:rcllcci fbr 1'e vi arlal.ysis >ubrttrttcci tc:; the LLC 1 winll,l� wtultrd to crrlplartsizo. Ill at the .I_,I,(::' fi�c:u11 the bc� rr11a11n<_�' }ot.0 r(,vlcw. un(Ier:,tt:trac:linlc lllcir lesportsibil.ity to abide by the (":'o(L.s athc: 'I'r>w)"r and St.': ol'thc.' rc:habilitatioll plata. �. be'(.ra clilif;rrlt ilt <Ite in 1.he, application Sinc:.crrel) yours, -A Mic:hnel ,^c., lGinllac BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD .Y Town Hall Annex - 54375 Main Road - PO Box 1179 w , Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger[@southoldtownny.aov.- seandCa7southoldtownnv gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: 2 . 2.2— Company Name: Electrician's Name: License No.: Elec. email: , Ice-ki Li Elec. Phone No: 4,-D, 2364 I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Z-- L c� Address: z/ Cross Street: •-f- 2-y-- j; Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INC UDE SQUARE FOOTAGE (Please Print Clearly): � �— (nfl!'� h •G �� • � � Square Footage: 3 6 0 Circle All That Apply: Is job ready for inspection?: E] YES ® NO [7 Rough In Final Do you,need a Temp Certificate?: ® YES ❑ NO Issued On Temp Information: (All information required) Service Size71 Ph❑3 Ph Size: D O A # Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect OService Reconnect®Underground Overhead #Underground Laterals Pq 1 2 M H Frame Pole Work done on Service? M Y N Additional Information: PAYMENT DUE WITH APPLICATION r PERMIT P Address: Switches Outlets I GFI's I Surface I Sconces l � H H's UGLts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo I Cooktop Transfer aC I AH Hood Service Amps Have Usec )pecial: , :omments Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 1 1971-0959 �y . .. BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Silver Sands Hldgs I LLC C/O Alexander Perros 19215 Soundview Avenue Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 1220 Silvermere Road, Greenport, New York TAX MAP NUMBER: 1000-47-2-13 Pursuant to Section §144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a'building permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a buildina permit has been issued. FAILURE TO REMEDY.THE-CONDITIONS AFORESAID AND TO COMPLY WITH"THE APPLICABLE PROVISIONS OF LAW,MAY CONSTITU_ TE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT_ OR BOTH. DATE: September 12, 2022 Jo n Jar ;ki Se k Buil- J g I spector IT SHALL BE UNLAWFUL TO REMOVE T IS N, TI "WI OUT WRITTEN CONSENT OF THE ISSUING AGENCY. p �'"DE" q°� OF PROPERTY U�DAlAk9CE DATE(MM/DD/YYYY) THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS 4UPON 2THE ADDITIONAL INTEREST NAMED BELOW. THIS EVIDENCE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS EVIDENCE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE ADDITIONAL INTEREST. PH AGENCY ONE ---------------_ _ COMPANY------- - US ASSURE_INSURANCE SERVICES OF FLORIDA,INC. P.O.BOX 10197 American Zurich Insurance Company JACI(SONVILI_E,FL 32247-0197 FAX--- E•MAII_ _ _li/Caot; — Al7DResS:Jgaudef clausenagency.com CODE:A0013668 - ---'-' --- -'-'--_--'- -- AGENCY ------ SUB CODE: INSURED - Silver Sands Holdings I LLC LOAN NUMBER POLICY NUMBER 19215 Soundview Ave __ ER73995001 Southold,NY 11971 EFFECTIVE DATE - EXPIRATION DATE 04/13/202.2_ /13/2023 r CONTINUED UNTIL ------ �f- 7- CONTINUED IF CHECKED THIS REPLACES PRIOR 81/IDENCE DATED - PROPERTY INFORMATION LOCATION/DESCRIPTION 73550 Main Rd Greenport,NY 11944 THE POLICIES IN INSURANCE- I_ISTCD B VC BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH I THIS EVIDENCE OF PROPERTY INSURANCE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, COVERAGE INFORMATION CO_VERAGE/PERILS/F__ORMS____ FR overage Form - '— ----_- AMOUNTOF_INSU_R_ANCE DEDUCTIBLE and Improvements $5,000 ngs or structures $2_,657,900 All Covered Property at all Locations $2,638,500 $5,296,400 REMARKS fincludinaS ecial Conditions CANCELLATION _ SHOULD ANY OF THE ABOVE I.7ESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. ADDITIONAL INTEREST NAME AND ADDRESS _- MORTGAGEE ADDITIONAL INSURED LOSS PAYEE LOAN it AUTI ORI7_ED REPRESENTATIVE --" - ACORD 27(2009/12) @ 1993-2009 ORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER, COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PL.EASE READ IT CAREFULLY. HRED CONTRAC'r, OR" WARRANTY This owlbmanMt n1c)(11ties insurance provided L11-Idel"the 1oll0wing: COMMERCIAL GENERAL LIABIL-11-Y COVERAGE 1--'-ORM PRODUCTS I CO.1,,6PLETEE)OPERAT 101',1S CC-)VEP%.1\GE FORM SCHEDULE FDesign-ated"Direct Hired Contractor"(if-,iipplicable): None Approved SqTpoN IV-COMMERCIAL GENERAL LIABILITY CONDITIONS of tile COMMERCIAL GENERAL LIABILITY COVERAGE FORM 11)(11 SECTION IV- PRODUCTSfCOMPLETED OPERATIONS LIABILITY CONDITIONS of the PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE FORM, as apphWe. we MOM"tr) 11-lclt-lci-111.1-le tollo'.."iIng Condition Designated colitractor Contractual Responsibilities (SCHEDULE abwe aPOW".) For any "Cfire-Ct hired contractor nut spomhed "i we SCHEDULE amwC you nwo cumMy w0l Me conditions listed tRI0%1,1: oI)tjjjjn Ceqi.tj0z-.,jteS 01 jf)sLIrance tram any ano al"WNA 1110d coiltrlctor(s)" riot Its"ed u-4 the SCHEDULE abwedm=0 Cginnowemern a any woo pew...rmeci on your behalf by evidenring that: a. Rie"Cled hoed OC11,11raimor is Vw WWI ksund U1;j G)nimerdal General Liability pOlicY Whtcl) has 11[nits of' wtjjct,,air'L,f-qu1j toi om ter 1ton 1. 0 $$6,000, 00� 1L General Aggrf_gate Linill $$7,000,0001 ,and in aVrOaMe with the StaTLJWIS of the applicable Mate ancl EnjAayers UWAy MSMIXT c. the RISUrance is provicic!ci tjy a canAqW Wkig an?YM. Bem Wing cit A.V11 c Wer, and d. tj-je ij-,suraince rernains in felt force Without.Inj:-se in coveoge iron,the U'at(LGrl-Ohiut'l E1 to contract. fc � le -I- -11ch.it I-s compieteci is Ittt mtenn,-.-O 2. War to ocanniencerriam oNny wwk;)E-rtCM-nF.-. .I on your oehaV by any"d led I= uanha&K MI.NOW K Me SCHBOULFE above, you must obtain WAri hold hFIfn*11(:::q.S"agreemisit Mat a. is Qwd and execute;d by ont actof .Felr-�t t-6re(:1,c r A indannMes yaLc as weH as NI parhes that YOU are mclitrec.i to indernnifv cm n.-irrie @ , an add=a� mswea againm N! Wisse, inckdincl tees, for the %mark Iiefforrried for you by the"dire6,r hirci contractor' and KCM-GL 00030 00 (0022) mmm"MUM NOWAaa by ISO iampaiNSAC ,WHA Apsawsmal, Page I of 2 I POLICY NUMBER: 5066-0312-00 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSiON - DESIGNATED OPERAMNS This endorsement modifies insurance provided Linder the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM OWNERS AND CONTACTORS PROTECTIVE LIABILITY COVERAGE FORM SCHEDULE Description of Designated Operation(s): -All "Direct employee Work". For this endorsement, "direct employee work" is defined as work or activities which are performed by a person(s) OMI:)Ioyed for wages or salary by the named insured or classified as all employee by a workers compensation ruling or the Internal Revenue Service. - "Your work" performed prior to the inception of this policy. -"Your work"invclvillg the Use of a Tower Cralle=. i ie—d I-OcatiOrl Oif,—Ipplicable) The following exclusion is added to the COMMERCIAL GENERAL LI Ty Para ABIL COVERAGE FORM, Paragraph 2. ExclUsIons of SECTION I — COVERAGES, COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY and Paragraph 2. Exclusions of SECTION I - COVERAGES, COVERAGE B - PERSONAL AND ADVERTISING INJURY LIABILITY. The following eXCILISion is also added to the PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM, Paragraph 2. Exclusions Of SECTION I -- PRODUCTS/COMPLETED OPERATIONS, BODILY INJURY AND PROPERTY DAMAGE LIACOVERAGESBILITY and the OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE FORM, Paragraph 2. ExcILISiollS of SECTION I -BODILY INJURY AND PROPERTY DAMAGE LIABILITY. This insurance does, not apply to: Designated Operatloills Any liability arising Out Of the operations described in the SCHEDULE above, regardless of whether such operations are completed or ongoing. Unless a "location" is specified in the SCHEDULE, this eXCIL1,13ion applies to all ,IO0@tionS,,. If a specific location"is designated in the SCHEDULE i l above, this exclusion applies conducted at that"location„. s only to the described operations As used in this endorsement, "locatiOn”llle,,iiisf)r-ei-riis(-3,,;irivoIvi"igtl'ies-cii-neorcoiinectingiol.,s3, orpreniises whose connection I,, interrupted only bya street, roadway, w,@terway, or right-of-way of a railroad. It is understood that to the extent zany coverage may otherwise be provided under this policy and its endorsements, the Provisions of this exclusion shall be applicable and shall supersede any such other provisions. All other terms and conditions remain unchanged. KCN-GL 00047 00 (09-21) 111plurles materiel cOPYI-ight0d by 180 Properties,Inc..with its permission Page 1 of 1 . . . . . . COMMERCIAL GENERAL LIABILITY POLICY NUMBER: 5UG0-0312-00 CG 21 53 01 96 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. EXCLUSION — DMGN—AT-- ONGOKNG OPERATIONS This endorsement modifies insurance onwidadunder the hdlowingi COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Description of Designated ongoing operation(s): �ied or ut\�edfor�e intended use attheachedu�d Any area ofthe scheduled location which has become oocu\ location. Specified Location(if Applicable): (If no ant appears above, in��nnoUnn nyqu\rnd to complete this endomennnntw|U be nhown in the Declarations moapplicable tothis endorsement.) n zUn|oona "\oation" \n specified in the Schedule, this The following exclusion is added to exo|uaion applies reOmnd|eap of where such Exclusions of COVERAGE A-BODILY INJURY AND tions are conducted you or on your behalf. \y PROPERTY DAMAGE LIABILITY (Section | - Operations ,location" is designated in U�o Schedule »� Coverages): a specificthin ~~gaipn applies only to the � this endorsement, uxo/u This insurance does not apply to "bodily injury'' «' described ongoing operations conducted at that "property damage" arising out of the ongomg ..\uoetion, operations described in � � Schedule of this � of this endorsement,connecting andonaeme/t, regardless uf »«kethersuch operations For the Puqp«s*invo�ing the same or'nunne~-ng - are conductedd you or on y»ur be�a|f »r whether� means P/e/^�eshoaa connection is in�ernuptad»»� others. by a atn*et, roaouuy,the operations 'are conducted for Yourself u/ f»/ lots, «r p/em/a*nwwaterway or right-of-way of a railroad. [G 21 630 96 copyhAht. Insurance Servicaooffioa. Inc., 1094 Page of 1 O POLICY NUMBER: 5066-0312-00 COMMERCIAL GENERAL LIABILITY CG 21 44 07 98 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ 11T CAREFULLY. LUTATION OF COVERAGE TO DESIGNATED PREMISES OR PROJECT This endorsement modifies insurance provided under the following: COMMERCIAL_GENERAL.LIABILITY COVERAGE PART SCHEDULE Premises: Main Road, Lots 1000-(-)45-06-01, 1000-.045-06-02, Greenport, NY, 11944 Silvermere Rd, Lots 10000-045-06-08 '1000-04-02-01, 1000-047-02-08, 1000-047-02-09, 1000-047..02-11 1000-047-02-19 innqL047-02_ 0 13L d6O-O47-02-14,and 1000-047-02- Greer o Project: ip rt, NY, 11945 ba front homes a ba front cabin, 8 cott:ac es and a boathouse, Owners interest for the, non-structural, gut rennovations of 15 rental buildings including a cabin, 21-room motel,, 3 (If no entry appears abovr--., infonrraticn requirc.c;l to complete 1:his endorserncnt will be shown in the Declarations as applicable to this e;r7dor;��eirrenl:.) This insurance applies only to "bodily ill expenses arising oL.1t L)f: Jury". "property darnagel,, 'personai and advemsing injury" and medical incidental to those premises; or necessary I. The ownership Maintenance or i.1se of the Premises shown in the Schedule and operations I eessary or 2. The project shown in the Schedl-llf.D. CG 21 44 07 98 Copyright, Insurance Sorvicc-,,s Office, [no., 1997 Page 1 of 1 FORMS SCHEDULE The following are a list of enclorsernents and exclusions which will be part of the standard GL policy FORM ENDORSEMENT NUMBER NAME KCN-GL 00001 00 07 21. Common General Liability Declarations(Owners) CG 00 01.04 13 Commercial General Liability Coverage Form IL 00 1.7 1198 Common Policy Conditions CG 01. 63 04 17 New York Changes-Commercial General Liability Covera e Form CG 20 18 1.2 19 Additional Insured-_Mortgagee,Assignee,or Receiver(Ctwnf�Ks CG 2106 05 14 Exclusion- Access or Disclosure of Confidential or Personal Information and CG 2109 06 15 EXCIUSi011 - U111'rianni-d Aircraft: CG 2144 07 98 Limitation of Covet-age to Designated Premises or Project(owners) CG 21471.2 07 Em to rnent Related Practices Exclusion CG 2149 09 99 Total Pollution Exrhirinn Endorsement CG 2153 01. 96 Exclusion- Designated Ongoing Operations (Owners) CG 2167 12 04 Fungi or Bacteria Exclusion CG 2196 03 05 Silica or Silica-Related Dust Exclusion CG 24 26 04 13 Amendrnent of Insured Contract Definition I(CN-GL 00005 00 07 — Economic or Trade Sanctions l(CN-GL 00006 00 07 21 Service of'Suit KCN-GL 00008 00 07 2:1. Exclusion- Operations-Covered b Consolidated Insurance Pro ram Wra - KCN-GL 00010 00 07 21 split Deductible Liability Insurance (Owners) KCN-GL 00013 00 07 21. Exclusion-Asbestos KCN-GL 00016 00 07 2.1. Exclusion - Commi mirgl,)In r isease and Infectious Aaent KCN-GL 0001.7 00 07 21 Exclusion-- Contint.101AS or Progressive Injury or Damage KCN-GL 00019 00-0721. Exclusion - EIFS _ KCN-GL 0002.1, 00 07 2:1 Exclusion- Lead I(CN-GL 00022 00 07 21 Exclusion - Professionals Service—sLiabilitv With KCN-GL 00023 00 07 21 Exclusion- Wildfire KCN-GL 00024 00 07 21 Limits of InSUrance.Arnendatory No Reinstatement of the Products-Cop-pleted KCN-GL 00027 00 07 21. Exclusion of Certifirorl Arfz r _ I(CN-GL 00033.00 07 2:1. Exclusion- Benzene f Terrorism and Other Acts of Terrorism KCN-GL 00034 00 07 21 Exclusion- Breach of Contract I(CN-Gl_0003.5 00 07 21 Exclusion-. Cyber InjUry With Limited Bodily I I(CN-GL 00040 00 07 2.1. Exclusion- Residential Conversions KCN-GL 0004100 07 2:1. Exclusion-Subsidence I(CN-GL 00042 00 b7 21 Exclusion- Lon shore and Other Mal-ii-imp Laws KCN-GL 00044 00 07 21. Cancellation KCN-GL 00047 00 09 2-1, rations- Owners l(CN-GL 00059 00 07 2.1 Policy Prery)iurn and Audit Provisions I(CN-GI.00055 00 07 21. Schedule. of Forms KCN-I L 00003 001.0 21. Notice: What to do if a Loss Occurs General Information I(CN-GL 00018 00 10 21 ExclusionCross Suits I(CN-GL 00030 00 02 22 Desipmated Direct Hired Contractor Warranty(Owners) ---I . . . . . . POLICY NUMBER: 5880-03i2-0W COMMERCIAL OFE0ERALLIABILITY CG3Q181218 ' THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. �� U�� D NSURED �� u o wu°vo��nu~ ux��u�o'*�� A��~�� 8�� K-�� %��U�� u�u��unu ��v ��u�o�� u� u��u � �un This endorsement modifies insurance provided undertile following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name(s) Of Person(s) Or Organization(s) Designation Of Pternises As required by written contract with the Narned All locations which are afforded coverage Linder Insured that is executed by the parties to the this policy. contract prior to the commencement of work that is called for in the contract. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section U — Who Is An Insured is amended to C. With respect to the insurance afforded to these include as on additional insured the (n) or additional inouneds, the following in added to organization(s) shown in the 8chedu|e, but only Section III—Limits QfInsurance: with respect to their ||ebi|dY oa mortgagee, If coverage provided to the additional insured is assignee or receiver and arising out of the required by a contract or agreement, the most we ownership, maintenance oruse ofthe premises by will pay on behalf o[ the additional insured is the you and shown |nthe Schedule. mmuuntofinsurance.- However: 1' Required by the contract oragreement; or 1. The insurance afforded to such additional 2. Available under the applicable limits of insured only applies tothe extent permitted by insurance; |ow� and � ' whichever|eless. 2. If coverage provided tothe additional insured is required by a contract or agreement, the endorsement shall not increase the afforded to euch additional inoured applicable limits ofinsurance. will not be broader than that which you are nequ|naU by the contract or mgraennart to provide for Such additional insured. B. This Insurance Uoao not apply to etruoturm| a|hsmtiono, new construction and demolition operations performed by or for that person or organization. CG201Q1219 0Insurance Services Office, Inc., 2018 Page of CON". GENERAL LIABILITY BINDER FOR: Silver Sands Holdings I LLC DEDUCTIBLE Deducbbh(s) Deductible applies.to: Deductible type. Includes,LorsP,.djusirnent, a Defense Clods EN Ek $1 001) q:PEI per clasunmM., COVERAGEE TYPE AND DIRECT HIRED CONTRACTOR REQUIREMENTS: CONTRACTOR. i0rfA...plqved GC irect Fired Contractors ffi U it Re uirements S,6 I(U).or'), Taal -1CO Aggregate T (yen Aggregate Designated Contractor None 111,I)PI-Oved Requirements to Desiclin -tivemRwt and adoRbncil ate F.Yecuted contrast.c,(:,,nwtog how haraks, nvem jn.,,ureci ur in�, ircl Contractor . jE�in favoi a - C01 With required lirnits Shown above". . 9-C _.-Oserst LWIRMPIgg BINDING SUBJECT IVITIES: To biriid coverage, ti-,e fouovang iisieci iterro are nalwed. Thu binuer is vp A aoy of the iterns are�nm fully ',,,efisfied. We nx;q agree to my coverage Wth insp-natlon i:�ndlng in suoi-i an tnstancew, failure.In I.-",rovide the information within the tirne SPCC fjeCl Will SUbjeCl thrix coverage to cancellatior, NRLd jubjeeUvIges NOTICIEF sy reserve the riql-ito wit[-Idraw, rescind, or to revise the quowd tenns and condtbins forthm msurs we PIAMY, 111CILiding, but riot IIIZ11tLd to: UIL,a;TjUUnl_Of OIL ClLlOtLDC,premiurn. orris or The policy fee is f Lilly e-arnect,asci nanqekndame and shall t)e as p\j(j Of the cmWered a staw Kpirement Us is a N Admoml binder for which the f Srofcer is resj,orismle for handling all SUrP11,16 [..inec filing, taxes andfeee, TUs Werwas offered using}informahon swinaWd to us.The applicant warrants that o'.)e.infori-n-ation provided is accurate, c.ornptele, and truthful, with no misrepre-sentation Any misrepresentation identified wouiJ stibjeotthe applicant and coverage to cancellation ani.vor rescissioirk. alapHoahon for Anv pemoij wFlo wwwmqN md veqh when! Lo CmWak any marmce cOITINWIV 01 dhm inivaii flirt s an . msurkme or wawmtL;,)t cirorn Caonlairlit"I.,-.1 arr.,, fof j*,It.jFi,)oq.,.,� of niiuleadiri% iniormayon ther(i..-ro. aa VA"Chm acmue. ana Neu a1 qty tO a to exu.e. a five Wwanu Was md Me Amed'value or Uu, &ijil't f0i I:VaCh-,3LICh ViOli;)II011 AH endmovents, exclusions and kwi-ris should be revieveeci and discussed with your brakei insurance paces, endorsements arxi4mins;are available, upon request. Coverage Iprovicled b, us Will re(pre ymw cmpmation with lrisj�sc0ors andlor requests f(,)4-infam)'@tiffll, including but limited to an owdR vwlt and a ixernwin aLIC11t, The prel-NIAM iaUrht will [>e done at the expiration of tvie rx)licy pefladtf)deterrnine actual polly eMwswe as ccornpared tel the. Listimas uWked fof this Under Any average icientmeci during the audit.of exposum will result in imonies owed. Your acoeptariceaininjection of the Terrorism irjuj,Kwre cmeoge mug be "ode on Me K2 Con; tuction Binding sheet and will be osed 1c)record your decision Page 2 of 5 QCcinst—0721 CONS TRUC I I r)T,., GENERAL LIABILITY BINDER FOR: ,'31-1ve5r8ands Holdings I LLC Named lnsjjre& Salver Sandg Holclijigs 1,--?215 SOU11 dview A11rokerve Company.,. lMUranoeServl:req ';Out hold, NY 11 W1 ,r SrOke: Name: Ric,,hic M,:jnclt.j(,,a Policy Number: 5066.0,: Broker Tea m, Team Manduca. �W ,WO Pleased to provide, this Under for general 11ability GoVerage for Silver Sands Holdings I LLC 11'sUMUce Carrier: Allied VVbrld SLU'phig &FORctiVe Date,•4113/2022 Lines Insuran.co Company Ex,"Piration:Date: C-113f()22 C01nmerckd General Liability-Occurrence Fol,ly Base Prem t1in: 81 PREMIUM SUMMARY' LIMTS HPUS Additionef Optjoflj<a(- So r-.Taii�ouj orrL;�-,IcL, I'll IU70"S To—c) Plus Terrn0m-17 Gierler a 1:Ag g r eg a t e 52,000-: o lic O!o I Operations t AE, L I M h�1. N,7,A .............. 2,,0 r,Td,0 r)o Plus Taxcm prkaniN;T-"��entecj to yov Plus In'sqx, tpbrf:. $25-0 Policy fee, . S 750 TO TA L COS'TF_Tj 16 it remitim rempurn:261�/116. -PV)11ffM-2L_ff3S 9t AUdit: me mintmum earned r en Wi fp'n 1-1 c, Pon reCWO Of projmj�m '01jeat binding and i Tuay--earnol�-u '0 Ind7)—hd is CBASIS OF PRIEM—I(UM lass Codel Descrjpt�,Ojj E� EXI-posurm U Expostire Basis Rate 91562-Owners Intermt., 0-0.U(Yo— I-Project Costs 717-1�1 Paj,,,e I of 5 l(Monst-0721 c. is enforceable and, to the extent the work is completed in New York or the written agreement is interpreted under New York law, complies with tide New York General Obligations Law. 3. Prior to commencement of any work performed on your behalf by any "direct hired contractor" not listed in the SCHEDULE above, you, as well as all parties that you are required to indemnify or name as an additional insured, must be added as an additional insured to the "direct hired contractor's" Commercial General Liability policy required in paragraph 1.a. above and you must obtain and maintain for our inspection in the event of an "occurrence" a copy of the endorsemei (s) demonstrating: a. your status, as well as the status of all parties that you are required to indemnify or name as an additional insured, as an additional insured for both ongoing operations and operations included within the "products-completed operations hazard"; and b, that such insurance is primary and non-contributory to other insurance that may provide coverage for the same "occurrence". 4. You must confirm the following applies to the general liability coverage held any"direct hired contractor" not listed in the SCHEDULE above: a. Coverage includes "bodily injury", "property damage" and "personal and advertising injury" arising out of work being contracted for by you; b. Coverage does not exclude any claire, "suit", loss, cost, or expense arising out of any"bodily injury" to any person hired by that"direct hired contractor"; and c. Coverage does not contain any conditions or provisions that preclude coverage based on requirements for hiring or contracting with a "direct hired contractor". If at the tirne of an "occurrence", any of the above conditions are not met with respect to any"direct hired contractor" not listed in the SCHEDULE above, this insurance will riot apply to any "bodily injury", "property damage"or"personal and advertising injury"arising out of or relating to the work of such"direct hired contractor". Solely for purposes of this endorsement, "direct hired contractor" means any subcontractor or independent contractor: A. to which you directly remit payment; andlor oi, with which you have directly entered into a contract. All other terms and conditions remain unchanged. KCN-GL 00030 00 (02/22) Includes material copyrighted by 180 Properties,Inc.,with its permission Page 2 of 2 SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Unit 29 WITH RESPECT TO DEC. TRUSTEES. WATER &SEWER: DEC JURISDICTION -See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION—See Attached Letter from Kimack dated November 10, 2022. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS—Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For Each of the cottages, the work to be done includes as typical: •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. •Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. •Replace sheet rock and trim. •Repair or Replace screened-in porches, as needed. •Repair foundation cracks, as needed. *Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $73,188.00 (29% OF THE COMBINED STRUCTURES VALUATION WHICH TOTALS$248,242.00) AS DETERMINED BY CERTIFIED VALUATION OF NEWMARK VALUATON AND ADVISORY CO. (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CL RTIFICATICTL}INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(5T)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11101 tel. 651.127,2505 fax, 651,127.0144 admin®youngengineering.com ,.7x1� tX Howard Yi. Yovng, Land Surveyor Thomas G. Niolpert, Professional Engineer I I I / /-• \ '� Douglas E. Adams, Professional Engineer Lot 1 Aab v•-/x,s - • -1�- _ /I - / 7 _ Robert G. Tast, Architect - - / A45 .- r� x o.7_ - / _�" / E Robert 5tromskl Architect F CMF RC -- - - --- C /J CMF Lore SITE DATA r ! _ A44 / °O c- f L-J O , a C/ /// / ,.2x 'S WZ LE SCTM N0. 1000-47-2-8 = 9,055 SQ. FT- _ L / / // _-- * SCTM NO. 1000-47-2-9 - 10,3515Q. FT. I F O V = 4,,,- N 7.4 X r F.°I or formerly f 4- now ►; vi o o r ° ____ SCT / C / A43 M N0. 1000-47-2-10 = 2,944 SQ. FT. t� 0o�uglas Dwyer Eileen Dwyer 8 0 3 I d / / x°.s T_______ * SCTM NO. 1000-47-2-11 = 37,912 SQ. FT. Lot 3; �' r e- r a d I F m __ SCTM NO. 1000-4 -2-12 I c FRAME RAMS r 7 - 22,339 5 FT. IPF , x SHED I FRAME �' I SHED r now or formerly , / / ��.�-- _ * SCTM N0. 1000-47-2-13 = 24,196 SQ. FT. RCF a a 616 SHED N89°53'40+'E Thomas R. Shearin& / a / : A42 ___- ------- N N Wanda Sue Shearin SCTM 1000-47-2-14 _ I - ° CMF MPF IPF 628 w /_- \ NO. 70,070 SQ. FT. S _ / 1 86 15 °°� X23 / - _•+.• G27 MPF - - - .._ _�' ' / J I - / 1 / SCTM NO. 1000-47-2-15 - 88,340 SQ. FT. } x�.e ' /• / -�� r � i 7 \�\�.. ... .. 61 I A41/7 \ t s Lot q _/� j t L 62 1ZW _ - , ' / C 11 r a ; �� 4p O y i S ./625 // \ �" \ > `/• � O X&4 / I \ I o / \ V / G7 w o o qs ` X81 �1 I I j Edwcd, w for erl / p \ ,� / I A4o / zen a J PHOTOGRAMMETRY BY: f ,c °' cY 7 - I ��X85 1 I/ -- I FRAME 7. 79 SC(-M NO.1000-47-2-15 I \ / \ 63 / x L trt ✓ i den L7 _ /.18�S/ x7.3 J ' ... ✓ � - I' • r / f Lot 5 �'' /. SCTM NO.1000-47-2-14 coNc.,y m (� `'�✓ ` l l �' •-� / � /LLET4L C / i A39 N �- - 4CO 2, 131. �..� `\ / r A38 _ L (- LANDWARD LIMIT OF �' OINURNA UAW �' �' ' � ,., (/1 PRF C \ FRESHWATER WETLANDS AS 69�f xa.s I J� 8, N v J °^'O 74.98 270 S a noll Rd,Ste 205 Melville, N.Y. 11747 40 4 �g� DELINEATED BY COLE •% I I o� C r-J 1 A37 P 9 vj O ENVIRONMENTAL ON 06/25/22 /- I I ' O �Qq 6.0• TEL (516) 827-9100 FAX (516) 827-9101 O $ ! EL G24 / 18.1Qa IV'ti 19 P / / / z •- I I o a Lot 6 I zzi• --3 ,� 1 /SCTM NO. 7-2-8 Map Scale: finch - 20 feet I h �io0. I 1 qR ME �� sMH `� DT G I !X36 -/ M A s H ! Contour Interval: 2' I '-^•----�,- �� 623 /./ I / 3 � `Li o , =- ► '� °^► 0 `�`(_ _ 5 p0„ ; . -o CID Photo Date: April 5, 2018 1 n- xs. , f / oN dam' ..T ; 24.6' \ f-_ `-21 31 A30 '- �� ( . 611 �---, I S 1� ,:' 1s7 Ch �. p b: 21-321 ►- �' nIto' CONS. \�~ --\ -- T- _x''` '' -- GREENPORT PROPERTIES iRut1tf) `�� 1 " -�' --e� �l 11. { w`' COVER\ �� \ L�1�. �! 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WDF i �°a Or3 '-• ° �oo�j9 �J- CSW =CONCRETE SIDEWALK DEC.05 2022 DI = DRAINAGE INLET MAP PREPARED DEC.14,2022 a y OL \�, � � � /- ;, EMIR =ELECTRIC METER i �� / , / /� ' 5051�k1"� `/- EOP =EDGE OF PAVEMENT /$�`_ _ /\��\ i/3 5�0°�� /-// IPF - =IRON PIPE FOUND REVISION Record of Revisions g / G ,-• A,�� ' MPF -METAL POST FOUND N �� Pb //-- h°2 �l OL =ON PROPERTY LINE DATE 3 �� CE � �3 5� / RCF =REB•4R&CAP FOPRF POST RAIL UND �/ T�v2- 2 RO ROOF L; P� 1V✓1/ Twa�Sppg� ,. c4�°21 '�/ WDF =WOOD FENCER WMR =WATER METER g so / WSF =WOOD STAKE FOUND 61 x„ 9° WSS =WOOD STAKE SET 5y -� S79°51'17"W =UTILITY POLE z FIRE HYDRANT 40 0 20 40 80 120 25.99' =END OF DIRECTION/DISTANCE n _ Scale. 1 - 40 1 UPLA2 =WETLAND FLAG d,NUMBER JOB NO.2021-0267 DWG.2021_0267 utility-plan 1 OF 1 a GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 0 N T R A C T 0 R T E 10D 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1, All studs to be SPF #2 or better, and all other structural wood to be Douglas Fi-/Larch #2 or better. _ 2. FIRE SAFETY: VV�� T �+� - �DESIGN ASSOCIATES � 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 2. All structural wood shall be in accordance with the national design specifications :or 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 111� 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. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone; (631433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES [REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Soulhold,NewYork 11971 E-Mail: ssbn654@optonline,net 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC®formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 7/.,� 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. �wNERSHIP & 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 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. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE, CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shop be OR DURING THE EXECUTION OF THE WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. 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. Fib - 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. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 02-27-23 8 9. Design values: ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 03-05-23 9 Fv = 285 PSI 4. NOISE AFTER HOURS: 03-13-23 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. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO Si MONDAYI AY, 10. B. EXCEPT LEGAL HOLIDAYS, ��(�B�NG 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. CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. -PLI MB BIND �E 11 THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD ALL DIMENSIONS ARE: ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. $,WATER LINES NEED OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NCONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. �"1tJG:8`rPORE COVERING 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 VOT 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 PLUMBER CERTlFlOATION RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WCRKMAN. 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 ON LEAD CONTENT BEFOR - 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 CERTIFlCATEOFOCCUPAN -� 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 SOLDER USED IN WATER 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 SUPPLY SYSTEM CA NC 1 4. 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 FXCEED 2110 OF i% LEA, 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 FIRE INSPECTION TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEE 2 AS PER THE 2020 "EXISTING BUILDING CODE OF NEW YORK" DETAILS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 1 REQUIRED BEFORE COMMERCIAL M M E R C A CONSTRUCTION D E /-� PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION OPE�CN" 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 I ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL Additional 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 Lo, AND MINIMUM COMMERCIAL C O N ST R U CT 0 �l D ETA LS 1 Certification DESIGN CRITERIA CONCENTRATED LIVE LOADS May Be Required. -- SECTION C503 ALTERATIONS APPROVED r��T�D Y q PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TC ASCE STANDARD DATE:_ B.P.# LOADS (psf) (Pounds) FY,_ (SEI/ASCE 7-22) C503.1 General FEE:��101� 9Dining Rooms and Restaurants 10om USES(s) AND OCCUPANCY CLASSIFICATION(s) . g Alterations to any building or structure shall comply with the requirements of this section NOTIFY BUILD![, DE.r ifiTi��. ivT AT All exteriorg lighting A C C E S S B I TY C 0 �l S T R U C T I 0 N D ETA I S C503 and the code of the new construction. Alterations shall be such that the existing 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: installed,replaced or USE OCCUPANCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the I. r-,,!JN"aAT!o^I - _. ,170'Jii�CD repaired shall conform RESORT / 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 , .;I, NOUPI":Ei CC.1i UO LTE to Chapter 172 TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code 2. ROUGH - FRAMING & PLUMBING of the Town Code TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction Without requiring the unaltered portions of 3. INSULATION I the existing building or building System to comply with this Code. Alterations shall not 4. FINAL - CONSTRt!CTION MUST TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 BE COMPLETE FOR C.O. PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. ALL CONSTRUCTION SHALL MEET THE Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I,J,K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY REQUIREMENTS OF THE OOD1=S OF NEW build withoutthe authorization of local governing agencies, such k CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new YORK STATE. NOT RESPONSIBLE FOR as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 DESIGN OR CONSTRUCTION .ERRORS. Departments, DEC, FEMA, etc, Verify all conditions, codes, and PROJECTS TOCOMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,ASPER THE construction, provided that the energy use of the building is not increased; s requirements with such agencies prior to construction. CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK HEIGHT FIRE AREA TABLE C402.1.3 (NY)TABLE Storm windows installed over existing fenestration. COMPLY WITH ALL CODES OF PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENTMINIMUM REQUIREMENTS,R-VALUEMETHOD 2. Surfaced applied window film installed on existing single pane fenestration NEW YORK STATE & TOWN CODES y THE VERTICAL DISTANCE FROM GRADE CLIMATE ROOFS BELM FLOORSFUX)IRS DOORS FE PLANE TO THE AVERAGE HEIGHT OF m ZONE ArnCSAND wOODFRa�D WALLS BELOW Iasr/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing Solar heat gala, provided that the Code does not AS REOUiF{Fid .AND CONDITIONS OF UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS THE HIGHEST ROOF SURFACE 3 STORY OTHER ANDOTHER (3RADEc FRAMING DOORS FENESTRATION FENESTRATION DDDR require the glazing or fenestration to be replaced. 49 r- "D TOINZPA Sp I LVE F"Z' SAINO" '"" S =12'-1" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4B(CEPTR13 1.1-FACTOR U-FACTOR 11.11-FACTOR 3. Existingceiling, wall or floor cavities exposed during construction provided 2020 BUILDING CODE OF NEW YORK MARINE R�6 R3.8q R-7.5 R-30 R-10FOR 24' R4.75 g P g _.�. w. __.. BOARD a STATE. GROUPR lOR id B-0W 0.38 0.45 0.77 that these cavities are filled with insulation. 4. Construction where the existing roof, wall or floor cavity is not exposed. R (0)T E L SHGC SHGC SHGC a i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN li PF<0.2 PF<0.2 5. Roof recovered. N.Y,IS D-E R THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 0.36 0.36 0.36 1220 SILVERMERE ROAD BUILDING ENVELOPE FENESTRATION MAXIMUM TOTAL HEIGHT FROM RIDGE TO GRADE 15' ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 6. Air barriers Shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC where the alterations or renovations to the building do not include GREENPORT, NY 119U TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<li0.5 0.2<1110.5 0.2<PF<0.5 LOAD REQUIREMENTS, M 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC OCCUPANCY OR THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE LLFACTOR PFZ0.5 li0.5 PFz0.5 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED DING 29 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF �D 0.38 0.58 0.58 0.58 FENESTRATION USE IS UNLAWFUL SCTM ## 1000-47-02-13 WITHOUT CERTIFICATE» ALL EXT. DECK FRAMING MATERIAL CCA NC PANE #2 AND BETTER THE TRUSSES. OE ��0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: W OE un AND CARBON MONOXIDE DETECTORS OF OCCUPANCY L 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 SHGC GENAL NOTES THAN 30 INCHES. PF<0.2 0.36 ER MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 MONITORED CONSTANTLY AS PER THE NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE ,�� 1�10 t. _ UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. f:L7C;-rR1� NEW FINISHED BASEMENT NA SHGC ��+�= EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED li0.5 0.43 i at�pECT1Cy C NOTES: TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR 580 SF PF = PROJECTION FACTOR 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 SDLEY RESPONSIBLE FOR HELD FIT. THE UTILITY SHED 59 SF M. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC (HOUSE)(0) NA l� 1' ATTIC (HOUSE)(b) SEPTEMBER, 09 2022 NA ? IC II Iul �[� c SEAL: DATE: NEW GARAGE ADDITION NA MAY 11 2023 PROJECT N0: 1135-2022 ATTIC (GARAGE)(a) NA pBUIWI'GUEpT. vNe EX. SCREENED PORCHES NA -\ DRAWN BY: EX. UTILITY ROOM NA r ' EX. OUTDOOR SHOWER NAr ��OF$DU'TFIOLC� �� C 1 , C7h DECK NA C/di� BDK CJ NA CHECKED BY: EXISTING NEW DECKt ce SHEET NUMBER: COVERED NEW DECK NA EX. COVERED FRONT PORCH NAa� © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. COVERED ENTRANCE NA POOL HOUSE CABANA NA G, n4.1�+ G1 ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. a (a) WITHOUT STORAGE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of (b) WITH STORAGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © ) DESIGN-ASSOCIATES,I>c PROOF OF PURCHASE. - rm- SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION % - USE A MINIMUM OF ?. ,. r,.<,y. TWO 8d NAILS THIS / M TS20 LTS20 / i_, U - SIDE OF TRUSS. i.2 PROVIDE (1) HGAIOKT ON !i s _ _ r ALLOWABLE LOADS LOAD /� m ; FASTENERS SIDE OF CEILING JOIST � '!�� _ �jII MODEL GA UPLIFT UPLIFT LATERAL WITH CODE TOTAL FOUR e o o (133/160) 8dx1j" Sd NAILS °° AND ON SIDE OF RAFTERNO. TO AVG NAILS REF. INTO TRUSS. /' ( ( J I W / TO TO RAFTERS ULT. TRUSS PLATES STUDS (133) (160) F F2 (133& - Tu /III NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-N _ TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES j11 residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 1 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) Two ° ART "x12 AVG (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS °o PCI,Boz 1675 phone: 1631)433-9084 MODEL GA 2 INTO •• N0. MAX. CLEAR ULT. LFTA LFTA REF. PLATES o°O •o° °° Southold,New York 11971 E-Mail: ssbn654@optonline.net WIDTHSPAN L QTY DIA 1}" 2" 24" 3" 31" 1i" 2' 2}" 3" 3j EIGHT 24 oo ,0 IN NAILS Kehl Design Associates,LLC o formerly D A K Associates,LLC 1205 1400 5, 44, 85 INTO S P 4 LFTA 16 2 17„ 38 .,16-10d — 4200 STUD i �T/��///% 1':' // 'r/ >%%� � � 71/ 7 ° UWNERSHIP & USL UH UUCUMENTS: �. . / FASTENER SZ DOUG-FIR LARCH S0. PINE 00 ALLOWABLE UPLIFT LOADS 3o MODEL L AVG 10d 10d x 1CODE o These drawings and specifications including the N0. ULT. REF. LFTA ? ideas, design and arrangements represented 1od 1od x 1}" (133 / 160) (133) (160) LSTA21 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be o Simpson Strong-Tie MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 • HGA10 copied, disclosed to others or used in connection with any work or project other than for which ART "x12 MTS20 20 14-10d 14-10d x 1j" 3116 1000 840 1000 3, 41, 128 0 °° o DETAIL "K11they have been prepared without written consent. ' 0 r 0 LST20 20 12-10d 12-10d x 12"' 2383 775 720 720 3, 41 cNw- ° STU 5„_ : REV. COUPLER NUT DETAIL 11E11 0 8 DOUG-FIR-LARCH Equal number of °° / SIMPSON Y 02-27-23 TYPE OF DIRECTION!i SO. PINE CODE 5-23 MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. N0. TION I FLOOR ROOF (133/ specifiedeach end s in °° TAKE—UP WASHER , 03-103-23 (100) (125) 160 I• Simpson Strong—Tie G 515 645 670 CS16 ART LTP4 5 J 515 645 670 6, 39, 97 g'x12 H 515 645 670 DETAIL "H” a s MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 MODEL STUD DEFLECTION DEFLECTION CODE LENGTH OF BOLT 2,3 AT HIGHEST MACHINE AVG AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a ° BOLTS ALLOWABLE LOAD DESIGN o HB SB W H B s0 CL DIA", DESIGN °Q GA GA QTY DIA WHEN RAISED OFF 1�" 2" 2}" 3" 3}" 5 " LOAD THE SILL PLATEo ° 0 HD2A 16 12 4A" 23" 2J" 8" 2{" 9" 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 F, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS N0. W L STUD PLATE ULT. DF / SP CODE (133), (160) REF. SP4 31$•' 7}" 6-10d x 11"i— 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GAFLOOR REF. o 'WORK NOTES: N0. yy L NAILS 100 (133) (160) LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 COC MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA W L NAILS 100 FLOOR (133) (160) REF. 5 MSTA24 ,e , 24 ,s-,od ,025 ,370 ,s4o 7, 40, 90 Simpson Strong—Tie STU 8— MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODEE MODEL SIMPSON L SPACING REF. HD2A N0. (LETAKE—UP WASHER NGTH SD GA CUT LENGTH (TOTAL) (100) (133 / 160)2 o�- a OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. DOUG-FIR LARCH/SQ. IN ALLOWAELLE LOADSON THIS PLAN WITHOUT WRITTEN AUTHORIZATION 4 NO. GAW H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, "F" 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3J" 4J" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 12711 11 CNW— DETAIL I COUPLER NUT HUS210-2 14 3� 9 2 8-16d 8-16d 6076 1755121051-11610. 1900 2065 1, 36, 84, 122 ART -x12 5„ -DOUG-FIR LARCH./SO. 111NE ALLOWABLE LOA — FASTENERS FT SIMPSON UPLIFT LATERAL CODE U (133/160) REF. NO. GA ULT. 8 MODEL AVG TO RAFTERS TO PLATES TO STUDS (133) (160) F FZ TAKE—UP WASHER HGA10KT 14 4-SDS "x1}" 4-SDSil"x3" 1523 435 435 1165 940 160 Acceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Tawn Building USE A MINIMUM OF S P 4 Departments, DEC, FEMA, etc. Verify all conditions, codes, and TWO 8d NAILS THIS CNW- requirements with such agencies prior to construction. a SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR /• o �TWO SE A MINIMUM OF PROJLCT: 8d NAILS 8d NAILS THISSTU INTO TRUSS. SIDE OF TRUSS. MTS16 LSTA21 MTS16 SIMPSON SIMPSON ANCHOR BOLTS <� TOTAL FOUR /. a HD2A TAKE-UP WASHER Strong—Tie %'0_13 An 5 r% Ndo TRESS. LSTA21 HUS210-2 SILVER% &%-z iNiluo Ir IN I' EL TWO F1 8 AILS TO EL�Hs ° TWO ° ° a 1220 SILVERIWIERE ROAD 8d NAILS 8d NAILS o INTO INTO A STUD Simpson Strong--Tie PATES 0; DETAIL o 1) t1 GREENPORT, ItiY 11944 H7 EIGHT 8d NAILS DETAIL "D" DETAIL "G" DETAIL "J" INTO STUD Simpson Strong-Tie ° BUILDING 29 H7 Simpson Strong—Tie LFTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-13 L[7 TA LFTA Ridge Strapping DRAWING 1 Il LE: LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS - — SIMPSON WINDLOAD BP 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 V-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. / STRONG—TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ? / ROOF DRAINAGE ,st FLOOR II ,St FLOOR ,SROOOOR ROOF AREA = 756 sq/ft ' • " THROUGH ROOF 2.. ROOF CALCULATIONS AND LTP4 3,. V = A x R x c PLUMBING RISER DIAGRAM I 2., MMROOM A = 756 sq/ft I LTP4 R = 2" RAINFALL = .17 ft LTP4 ,st 1st FLOO FLOOR R 2' 3 Z' C = COEFF. = 1.0 'NOTES: DETAIL licit V = 756 x 1 X ,166667 = 126 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3 4'• F.A. VENT 6•• • DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE C.O 3•• ABOVE GRACE c.o, 4.�.o. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie C.O. TO SCW o APPRovEORT VILLAGE SEWER SYSTEM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor—to—Floor Connections Ride Strapping SEWERAGE SYSTEM 126 / 42.25 VERTICAL FT, / FT = 2.98 V.F. g PP g DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR L4 POOL 3'-O Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8' DIA. = . UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT DEEP 30 V.F.Simpson Strong-Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 126 / 22,3 VERTICAL FT. / FT = 5.65 V.F. SEAL: DA-1 E: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN COMMERCIAL C 0 N STR U CT 0 N DETAILSUSE (2) 6' DIA. POOL 3'-O° DEEP = 6 V.F. SEPTEMBER, 09 2022 ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER PROJECT N0: THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF —� 1135-2022 ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF n�G i \ DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO Cir �° C /N, BDK NEW YORK STATE ,o�� - fy;�,a CHECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC 0 COMMERCIAL CONSTRUCT ON DETAILS � 1. NO SUBSTITUTIONS _ �1;v st�EET NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION), r unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD 05G2 No substitutions are approved or authorized. (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �, ��:`' Due to the relationships of framing hardware to the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT, 5ct' r hardware substitutions will render these plans AC C ES S B LITY C 0 N STR U CTI 0 N DETAILS- DOB NUMBER: of null and void, and will result in the installer/contractorIF A MULTIPLE POOL SYSTEM IS USED AROUND THE assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL. © KEEL•DESIGN•ASSOCIATES, uc NX 44 4'-2" 4 ® - .•.- 10'-6" 25'-2" 8'-6" 10'-6" 25'-2" /% - kms..-- � ,; ' , — IFA-411-94-6g 10 -1 $ 11 3 -6' Ol 21032 21032 21032 2 0210 1 KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting 36"x 38" 36"x 38" 36' 38" 25"x 36" DBL Hung DBL Hung DBL Hung DBL Hung --- --- ------------------- -------- - --- 7 CPI 32 I ------------------ ------------ --- I u .1100L, , 1 I r -- P0.Boz 1675 phone; (631)433 9084 0 3 1 I I Southold,New York 11971 E-Mail: ssbn654@optonline,net 2" 1„ �I1 1 Ex. 2" PC. Slab Ex. 2" PC. Slab Ex, 2" PC. Slob I I 1 `a C3 3 I 4 I 23'—1 0" Existing Existing F-- I I � ,- ,_moo formerly D A K Associates,LLC 1., I I x 7 -41 3' 2 I — 8" CMU. Pier —— 8" CMU. Pier °� 4 Utility I I t y Shed 2'—1 D" 5' Kehl Design Associates.LLC o formerl Amo BATH I __ Existing 9 g I I F_ 8" CMU. Pier 4 8 �� I L --I I 1 ;OWNERSHIP & U5E OF DOCUMENIS: Ex. (3)2X8 _ I I Ex. (3)2X8 I I Ex. (3)2X8 I i _ Ex. (3)2X8 Dro e Beam I 1 I ush er.6 I�) flus rder,o Mush der._ ush der i I c o BEDROOM ° I These drawings and specifications including the I g 1 I I a0i �—�J Existing 0 L�—�Existing � �———� Existing I L_ � ——_J � � ideas, design and arrangements represented 2'-0'x2'-0"x1'-O" 2'-0"x2'-0"x1'-0" 2'-0"x2'-0"x1'-0" therein, are the property of KEHL DESIGN 3—Season O �N I ° Concrete Footing ° Concrete Footing ° Concrete Footing g ASSOCIATES, LLC. No part thereof shall be Sun room N n = U U U R copied, disclosed to others or used in connection X KITCHEN -2=� I I - 0 0 o I with any work or project other than for which To Be " .0_JCo co they have been prepared without written consent. Removed �------ -----J Ex. 2" PC. Slab © Ex. 2" PC. Slab � Ex. 2" PC. Slcb 4 I 14 CD 1„ -* o o I 1 RE11-25-19 . II Radius Flat Flot Flat 32 I A I r 7 1 o Existing o Existing a Existing I r'"A 1-25-1 9 Glass Pitched itched Pitched r7 I ' g g I I Ol r7 N Glass lass Glass 2,-01„ =� I N 01 N I I 8" CMU. Pier 8" CMU. Pier 8" CMU. Pier I N t co Flat Flot Flat N I I Ex. (3)2X8 - I�I Ex. (3)2X8 I�I Ex. 3)2X8 u I _ Ex. (3)2X8 i Radius Pitched Pitched Pitched I I I us �i der p Tlush �p —Flush der p ush der G L. o a x I I x l I x I�I CD Glass Glass Gloss Glass L -1 L -1 I N N N ExistingExistin Existing BEDROOM ° (0 a 2'-0"x2'-O"I'-0" c 2'-0"x2'-Ogx1'-0" C 2'-0"x2'-O"1'-0" i e I � Concrete Footing Concrete Footing Concrete Footing I ( ° Ex 2" PC. Slab - - - Radius Flat Flat Flat I I cn I x x x Glass Pitched Pitched Pitched 4" 4" x W W W Glass Gloss Glass LIVING N -34 o NNm N I 1 0 1 5'-112" 5'-112" -112" 5'-11 " I Radius Flat Flat Flat ROOM I X 4 1 1 4 1 l Pitched Pitched Pitched Glass Glass Glass Glass o l I L' Ex, 2" PC, Slab Ex. 2" PC. Slab Ex. 2" PC. Slab I I 1 I I l 12'-8. Ln 1 I I Flat Flat Flat I -------------- --------- J Glass Pitched Pitched Pitched L- ------- L Glass Glass Glass I ——— ————— — I I 3642 2642 3068 2632 --------- ------ --- -------- - ------ -- ------------- 40"x 53" 28"x 53" 28"x 38" DBL Hung DBL Hung DBL Hung l I WORK NOTES: I I I I I 1 to 10'-6" 25'-2" 10 -12 -24" 11 -114" 45 -92" 10'-6" 25'-2" -6" 44'-2" EXISTING FLOOR PLAN UNIT 29 EXISTING FOUNDATION PIAN UNIT 29 PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH SCALE: 1/4"= l'-0" THE 2020 BUILDING CODE OF NEW YORK STATE SCALE: 1/4"=1'-0" ALL HEADERS ARE TO BE (2)13/"X 71" LVL (UNLESS OTHERWISE NOTED) 44'-2" 10'-6" 25'-2" -6" NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 T -2" -114" 7'-11" 2'-14" 1'-6" 7' BUILDING CODE OF NEW YORK STATE sB Acceptance of these drawings does not authorize the right to 201 NOTES: 20210 build without the authorization of local governing agencies, such Fill-in Fill-in Q Provide Insulation Baffles as required at Soffit as Suffolk County Dept. of Health Services, Town Building `N Existing 25"x 36" Existing Andersen Andersen Locations to Provide for proper attic ventilation l r1 Window DBL Hung Window 2442440 r7 2442440 3068 �, Departments, DEC, FEMA, etc. Verify all conditions, codes, and - - - - - - ® Provide R-49 insulation in all Flat Ceilings as per requirements with such agencies prior to construction. 2018 IECC International Energy Conservation Code 3 a �� 110 _21 3z" © Ice and Water Shield to be used Beneath any damaged roof GL shingles or areas of repair on the roof PROJECT: Fill-in 7'_41" 3' 2'- — 11'-7 " Craw ® Provide Simpson Tydawn or Hurricane Strapping to the rafters Existing 2 31 31 SSp o c e U t i I i t y i C° at all locations of the Interior that are Exposed during the Window BATH Shed removal of mold or deteriorated interior surfaces. AccessIll Ora, 2868 � E) Provide 1x6 Azek or Equal to all locations of the fascias that ySILVEIAQAIMUZ,�wk, - ��; BEDROOM � are repaired due to Mold or Deterioration. _ ® Blue Skin House Wrap or Equol to be Used Under Siding for All �EL 31 10'-8" —2' �N Locations Repaired co CD 1 e �IN �' N (D Remove and Replace any Insulation that shows signs of mold Q N N oR v E - - _ _ _ or d terioration with R-15 Insulation of 1220 SILVERIVIERE ROAD ZQ0 ® Remove and Replsce any Siding that shows signs of deterioration (aREEIVPQRT, ICY 1194Q I CD N -j A . I o vith New Cedar Wooden Shingles AC N 1 ED Remove and Replace any Sheetrock that shows signs of mold BUILDING 29 N '7 LIVING 2'-0a" —1N l or deterioration with New 8" Type "X" Fire-rated Sheetrock SCTM # 1000-47-02-13 co ROOMN l E00 32 I ;DRAWING TITLE: `" DR CL. FOUNDATION AND 1 00 Brick Patio M ALL COMB NATION SMOKE DETECTORS FIRST FLOOR PLANS BEDROOM AND CARBON MONOXIDE DETECTORS 3 CD Fill—in Existing ARE TO BE CONNECTED WITH A CENTRAL OF BUILDING 26 &27 32 N '-34" Window i MONITORING STATION AND TO BE 1 AS NOTED MONITORED CONSTANTLY AS PER THE - - - - - - c0 2020 BUILDING CODE OF NEW YORK STATE NTOHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE a co co eo ;_J l : DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Co N DE 0 Z 3 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIRE < �cv FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EXT —2 ALL INTERIOR FINISHES ARE TO DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR _ 3068 _ _ _ _ _ J _ N UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Andersen Fill—in Andersen Fill—in -N COMPLY WITH THE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2442440 Existing 9 2442440 Existing Window "' 2020 BUILDING CODE OF SEAL: DATE: NEW YORK STATE I DECEMBER,1 4 2021 l l l U I PROJECT NO: I I I I I 201 I 1135-2022 ��y1'-; ;� DRAWN BY: FIRE EXTINGUISHER S !' J.w\': C•(",\0: BDK '' '-41" 7'-71 CLASS ABC, 5LB, 2A: 10B: C �V^ �t� �- CHECKED BY: 3 -54 7'-9" 1, R B AS PER TABLE 906.3(1 ) FIRE EXTINGUISHERS FOR CLASS A 5HLL1 NUMBLR: 44'-z" FIRE HAZARDS BASED 0 N © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED LIGHT, (LOW), HAZARD UNDER FEDERAL COPYRIGHT LAW. J%S%, Y n OCCUPANCY PLANS MAY NOT BE REPRODUCED WITHOUT Al� ✓ FLOOR P UNIT 29 WALL TO REM AIN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DUB NUMBER: uF WALL TO BE FILLED—IN KEHL DESIGN ASSOCIATES, LLC. SCALE: 1/4"= 1'-0" _ _ _ THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WALL TO BE REMOVE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © MDESIGN•ASSOMIES,mc PROOF OF PURCHASE. ii/�, l %i i' KEHL DESIGN ASSOCIATES �c I residential & commercial design . consulting 1 I ILL I P0,Box 1675 phone: 1631)433-9084 LLL 1 I i - ■ Southold,New York 11971 E-Mail: ssbn654Cop1online.nef L UJ LW Kehl Design Associates,LLC o formerly D A K Associates,LLC iLLL LLLI JL 77,777 Lill LA & USE OF DOCUMENIS: 1 I 11 U These drawings and specifications including the )) ideas, design and arrangements represented therein, are the property of KEHL DESIGN Ll ASSOCIATES, LLC. No part thereof shall be LIE copied, disclosed to others or used in connection 1 with any work or project other than for which they have been prepared without written consent. REV. 11-25-19 EAST ELEVATION WEST ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" I 1A ll I 11111 11111Ill 1j l I � I-I =WORK NOTES: ll I 1 ! Ill I I J11 I _LL 1 f } } SOUTH ELEVATIONPROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH NORTH ELEVATION- - THE 2020 BUILDING CODE OF NEW YORK STATE SCALE: 1/4"= 1'1 SCALE: 1/4"= 1'1 ALL HEADERS ARE TO BE (2)13/"X 74' LVL (UNLESS OTHERWISE NOTED) NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 BUILDING CODE OF NEW YORK STATE NOTES: Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such Locations to Provide for proper attic ventilation Ex. Ridge vent © Provide Insulation Baffles required Soffit as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and Provide R-49 Insulation in all Flat Ceilings as per requirements with such agencies prior to construction. Ex. Ridge Vent 4 CDX Gusset Plates ® g p Ex.2x6 Ridge 2x4 Ridge Tie—Down 2018 IECC International Energy Conservation Code " CDX Gusset Plates © Ice and Water Shield to be used Beneath any damaged roof x. x6 .id e shingles or areas of repair on the roof ;PROJECT: " CDX Gusset Plates 2x8 Ridge Ex.2x6 Rafters - 16'oc. 3� z Ex.2x6 Rafters - 16"oc. Ex. 2x6 Rafters - 11 T Provide Simpson Tydown or Hurricane Strapping to the rafters 3„ 12 12 (2)14 xt 1e„ LVL Girder Ex. a CDX Roof Sheathing Ex. ;” CDX Roof Sheathing 12 Ex. 3" CDX Roof Sheathing at all locations of the Interior that are Exposed during the ® Ice and Water Sheild y 7 Ex.Rubber Membrane Roof System ® Ice and Water Sheild 7 43" CDX Gusset Plates Ice and Water Sheild 0 removal of mold or deteriorated interior surfaces. Ex.GAF Architectural Roof Shingles Ex.2x4 Rafters Sistered with 2x6 Beneath Ex. GAF Architectural Roof Shingles 2x8 Sub Rafters - 16"oc. R-21 Insulation Ex. GAF Architectural Roof Shingles Ex. J" Roof sheathingVA FJ"'Al Lu Ar E R ""%Ar& § D &wAh D Air Barnes R-45 Insulation R—3o Insulation® Air Baffles® Provide 1x6 Azek or Equal to all locations of the fascias That m Air Baffles R-30 Insulation 4" CEX Gusset Plates 3" CDX Gusset Plates T Simpson Tydown are repaired due to Vold or Deterioration. ( 1 12 _ _— — —— nn, — — _ _— — — T Simpson Tydown C Blue Skin House Wrap or Equal to be Used Under Siding for All Ex.2x6 16" a. C.J. C) 07M © 1x6 Azek Fascia Ex. 2x6 16"oc. C.J. Locations Repaired m 1x6 Azek Fascia R-19 Insulation R-19 Insulation ® ® R-30 InsulationR-30 Insulation F,!-,!. L 8" Type "X" Fire-raced Sheetrack 9 1 1 1 1 1 Ex. Vented Soffit Ex. Vented Soffil—� 5„ „ „ (D Remove and Replace any Insulation that shows signs of mold R-so Insulation 1 1 a Type X Fire-rated Or deterioration With R-15 InSulati0n Ex (2)2x4 Top Plate G) Type "X" Fire-rated Sheetrack Ex. (2)2x4 Top Plate Sheetrock ® ®g" Type "X" Fire-rated Sheetrock--/ 1220 SILVERMERE ROAD 3„ 8" Type "X" Fire-rated Sheetrock C) 1 1 1 1 Ex. 4" Exterior Sheathing Ex. a Exterior Sheathing e Remove and Replace any Siding that shows signs of deterioratnn Bedroom Bedroom CL. C) Blue Skin House Wrap or Equal Ll vi n g Room 1 1 I I Bedroom ® Blue Skin House Wrap or Equal �� R E�PORT ICY 11 s�� with New Cedar Wooden Shingles I I I ® Cedar Siding e" Type "X" Fire-rated Sheetrock® I 5" Type "X" Fire-raced Sheetrock CD ® Cedar Siding ®$" Type "X" Fire-rated Sheetrock—1 I I ® Remove and Replace any Sheetrack that shows signs of mold Ex. 2x4 Stud's 16"oc. a yP Ex. 2x4 Stud's 16'oc "Type X' Fire-rated Sheetrock O 51 BUILDING 29 R-15 Insulation m I or deterioration with New 8 Type 'Y' Fire-rated Sheetrock R-15 Insulation m (� nn Ex.2x4 Shoe Ex.3" Subfloor Sheathing I I I I Ex.2x4 Shoe S`�'T'•' # 1000-47-02-13 R-30 Insulation 11 1 1 R-30 Insulation Ex.3" Subfloor Sheathing DRAWING IiTLE: Ex. 2x8 Box Beom Ex 2x8 Boz Beam Ex. 2x6 Sill Ex.2XB 16"oc. Floor Joists Ex.2X8 16"oc. Floor Joists ELEVATIONS AND Ex.2x6 Sill ALL COMBINATION SMOKE DETECTORS Ex.Anchor Bolts EX, Anchor Bolts Spray Foam Box Beam Ex.(3)2X8 Flush Girder Spray Foam Box Beam Spray Foom Box Beam Ex.(3)2X8 Flush Girder AND CARBON MONOXIDE DETECTORSCROSS Ex.8" CMU. Pier Fx.8" CMU. Pier ARE TO BE CONNECTED WITH A CENTRAL Ex.B° CMU. Pier Ex.B" cMu. Pier spray Foom SECTIONS Ex. u date x.2' PG. Slab Ex.2" PC. Slab Bax Beam AS NOTED Ex. e' cMu. Ex,2' PC. Slab MONITORING STATION AND TO BE Foundation Foundation MONITORED CONSTANTLY AS PER THE Ex.16%8" cone. Ftg. Ex. 16"x8" Conc, Ftg. Min. 3'-0" Below NOTES: Min 3'-0" Below 2020 BUILDING CODE OF NEW YORK STATE Final Grade, Ex.2'-O"x2'-O"x1'-D" Final Grade. �Ex 2'-0"x2'-D"xl'-O" Concrete Footing THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE Concrete Footing DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 7'-1 1j" 7'-1 12'-- 7'-108" o" 7'-6J" 9'-78' 4'-64' DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIOtJS DUE TO UNKNOWN OR ALL INTERIOR FINISHES ARE T C 23'-04" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 25'-2" COMPLY WITH THE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 2020 BUILDING CODE OF SEAL: DATE: NEW YORK STATE SECTION CROSS OCTOBER, 30 2022CROSS A PROJECT NO: SCALE: 1/4"= 1'-0" / ;- .-~ DRAWN BY135-2022 FIRE EXTINGUISHER ___�; SCALE: 1/4"= 1'-0" o 2 0 �rr: BDK O � . � CHECKED BY: CLASS ABC, SLB, 2A: 10B: C � �� . . ' .J � '-{- AS PER TABLE 906.3(1 ) FIRE EXTINGUISHERS FOR CLASS A _ I.i_,.." .' �?,HLET NUME�ER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. �. ,t FIRE HAZARDS BASED 0 N ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED LIGHT, (LOW), HAZARD UNDER FEDERAL COPYRIGHT LAW. A201 OCCUPANCY PLANS MAY NOT BE REPRODUCED WITHOUT C 0'5 1 r. ti' WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOES NUMBER: of KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © MDESIGN•ASS011ATES,uc PROOF OF PURCHASE.