The URL can be used to link to this page

Home My WebLink About49242-Z �gUFFOt,��,�r Town of Southold 7/28/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44356 Date: 7/28/2023 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. 49242 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: (units 26&27)"as built"alterations to existing motel cottage 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. 49242 7/19/2023 PLUMBERS CERTIFICATION DATED 6/5/2023 Pip eams Plu ing u hor' a Signature �o�suFFOIA- . TOWN OF SOUTHOLD ay BUILDING DEPARTMENT 10 TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49242 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: (units 26 & 27) 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 12/16/2022 and approved by the Building Inspector. To expire on , 11/13/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $648.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $698.00 Building Inspector oF so�ryolo Town Hall Annex Telephone(631)76.5-1802 54375 Main Road P.O.Box 1179 sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 Q �yCOW T`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holdings I LLC Address: 1220 Silvermere Rd city,Greenport st: NY zip: 11944 Building Permit#: 49242 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 X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 19 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 10 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 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 11 4'LED Exit Fixtures Sump Pump Other Equipment: 30OW Transformer-2, 100A Panel 20 Circuit/ 15 Used Notes: Two Unit Cottage Inspector Signature: f Date: July 19, 2023 S.Devlin-Cert Electrical Compliance Form soUr Town Halt Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 Fax(631)765-9502 Southold,NY 11971-0959 BUILDING DEPARTMENT . , ��Q v C ,I �}' TOWN OF SOUMOLD J U L 1 9 2023 BURDTNG DEPT C E R I I F I C A T 10 K TOV-N Date: Building Permit No. Owner; LL(— (Please print) Plumber. b(Z6;'�4 t ?'UW46u'K- (Please print) t I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1-(PAI umbers rs-S gnaw_�gn a tu r e) _ Sworn to before me this day ofuY1Q. , 201? _ " FA6 Ul - C AP PE R NAN'LOTARYPUB''C,SrATEOF NrM Y OR KRe $traOnNo.OJCA6151160Qualitied in Suffolk County CountyCommi on XPIresAiIust 14.20 Notary Public, County ueSo�,yo� srl��/ �-� # # T'PW� OF SOUTHOLD BUILDING DEPT. courm��'' 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) [ ] ELECTRICAL (FINAL) /[[ ],CODE CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4" DATE 29/1-3 INSPECTOR .OE SOUTyO� -- -- # * TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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 ARlca4 KS.- fr l ",AA DATE ZZ! INSPECTOR OF SOUTHp� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 r ' 1 NSPECTI�ON [ ] 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: �7�p DATE INSPECTOR N. J. MAZZAFERRO., P.E. PO Box 57, Greenport,N.Y. 11944 JUN - 2 2023 Phone - 516-457-5596 Consulting Engi6g'e' ^:r .,, 7 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 1, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-13 Building Permit Number—49242—Bldg. 26-27 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 OF f1jetv applicable codes of the IRC,NYS and Southold Town Building Codes. J-0 Nicholas J. Mazzaferro, P.E. 057 sslo N. J. MAZZAFERRO, P.E. ' JUN - 2 2023 PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer 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 I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-13 Building Permit Number—49242—Bldg.26-27 Inspection—Framing On 5/22/2023, I inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the first floors and roof of the existing cottage. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge,belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. �PZ OF NeW O 9�` Nicholas J. Mazzaferro, P.E. o 0- 0577 AROFESsio'A N. J. M A Z Z A F E RUR,0, P.E. PO Box 57, Greenport,N.Y. 11944 JUN - 2 2 023 Phone - 516-457-5596 T Consulting Eng! er 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 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2, Lot-13 Building Permit Number—49242—Bldg.26-27 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, be F NE y, and professional judgment, construction as installed complies with the plans and IA41 applicable Codes of NYS and Southold Town Building Codes. (Sy 0 Nicholas J. Mazzaferro,P.E. 0 05 Pesslo N. J. MAZZAFERRO, P.E. JUL 2 4 2023 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 BUH,DING DEFT. Consulting Enga`R8&?NtX F0€7'i:f.i July 24,2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I,LLC 1100 Silvermere Road Greenport,N.Y. 11944 District-1000, Section-47,Block-2,Lot-13 Building Permit Number—49242—Bldg.26-27 Verification—Interior Wall Construction On 5/22/2023,I inspected the construction at the noted location. The inspection covered the interior for the alteration to the existing structure. The areas inspected included the first floor separation wall for Units 26/27 in the existing cottage. The inspection results are: , Items inspected included wall framing and the sheetrock type/grade. The wall was typical 2x4 wood framing and pre-existing.The sheetrock was newly installed on both sides and is 5/8"Type X. This is a fire rated wall. 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 iy Nicholas J. Mazzaferro,P.E. z o r � 0 No s�o9y 4 APOFESstio��'�' FIELD INSPECTION REPORT DATE COMMENTS b F01JNDATION (1ST) H ------------------------------------- FOUNDATION (2ND) T z . o cn rr nn H ROUGH FRAMING& PLUMBING Co 1 W r INSULATION PER N.Y. STATE ENERGY CODE x tq v 04 FINAL ADDITIONAL COMMENTS o z Zm y Cit O z x - x b H i f � TOWN OF SOUTHOLD—BUILDING DEPARTMENT s 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: DECryUE _ QLD LQ2 Applications and forms must be filled out in their entirety.•Incomplete BUILDING DEPT appl cations.will not 6e accepted.,,Where,the Applicant is not the•owner,an T NOFSOUTHO Owner s Authoriz"a"tion form(Page 2)shall be completed. Date:December 1, 2022 OWNER(S)_OF PROPERTY: Name:SILVER SANDS HOLDINGS I LLQ,, SCTM#1000-47-2-13 Project Address: 1220 Silvermere Road, Uni'"ti ;'J ,Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON.-'- Name: ERSON:'- Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address:1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Emai71c_ondoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address:19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF'PROPOSEDZONSTRUCTION ❑New Structure ❑Addition RAlteration BRepair ❑Demolition Estimated Cost of Project: (]Other See Attached. $73,188.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes BNo 1 J J PROPERTY INFORMATION Existing use of property:RR Intended use of property: RR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes @No IF YES, PROVIDE A COPY. 77 @ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water,is sues as.provided by. Chapter.236-of-the Town Code. APPLICATI.ONIS.HEREBY MADE to the Building Departmeni for the Issuance of a Building'Permit pursuant to the Building,2one Ordinance of the Town of.Southold;Suffolk,County;New York and other applicable Laws,Ordinances or Regulations,.for.the'construction of buildings, additions,alterations or.for.'removal or demolition as herein described.The applicantagrees to comply with.all applicableiaws;ordinances;building code, housing code-and regulations.and to admit authorized inspectors omp'remises,and.in building(s)'for,necessary Inspections:False statements made herein are - punishable as a Class-A,misdemeanor pursuant to Section 210.45 of the New York State Penal Law: Application Submitted By(print name): � �'� 11VV44r ,',-�'V% @Authorized Agent ❑Owner Signature of Applicant: Date: )L Zb -LO-L'1. CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York r No.01 BU6185050 SS: Qualified in Suffolk County COUNTY-OF SUFFOLK ) Commission Expires April 14,2 � RICHARD W. VANDEN BU RG H 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 ;OAayof DECEMBER 20 22 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described herein. �h Tl�� Owner'&-Signature Date ALEX PERROS Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 119,71-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 _ rooerr@southoldtownny.gov - seandsoutholdtownny.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2. L Company Name: P} I czc1 r J�, Electrician's Name: tea-. 1A,,i License No.: V'2 3 Elec. email: Elec. Phone No: 6'y). 73 G 6Z 05I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: s>/V Address: ; �-- Cross Street: (1�• � Phone No.: /7 . 7 J. Bldg.Permit#: Tax Map District: 1000 �r :J ' ` Lot: BRIEF DESCRIPTION OF WO r =. ;;.4;, :ase Print Clearly): ire Footage: 3 b 0 Circle All That Apply: Is job ready for inspection?: .In Final Do you need a Temp Certificate'. )n Temp Information: (A: 1 Ph❑3 It: Old Meter# Service Size® ®New Service[]Fire Reconnect[j Flood Reconnect®Service Reconnect®Underground QOverhead #Underground Laterals 0 1 2 H Frame M Pole Work done on Service? Y RAN Additional Information: PAYMENT DUE WITH APPLICATION � y PERMIT 4 Address: Switches Outlets G FI's 'Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer �11C AH Hood Service Amps Have Usec special: :omments �oS�yFFpl�.co BUILDING DEPARTMENT- Electrical Inspector ;TOWN OF SOUTHOLD C.2 Town Hall Annex - 54375 Main Road - PO,Box 1179 Southold, New York 11971-0959 -V Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr-southoldtownny.gov — seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMAT N (Ali Mformation Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: r JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑ Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 PhF—]3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT P Address: Switches I , Outlets G FI's I 1 1 Surface Sconces H H's UC Lts Fans Fridge HW 2,r&Y'�7 Exhaust - Oven W/D Smokes DW Mini Carbon ''. Micro Generator Combo , Cooktop Transfer I 4C AH Hood Service Ul! ,Amps Have Usec special: :omments NEW YORK STAFF DEPAR IWEN T OF ENVIRONMENTAL �.0NS;k:—RVA1'10N 11NItaG,u of 010onntontol I'suilkt+'I2„(Ilnii t SUNY,o Stony Brook,50 Cildo Road.Stony Hiook,NY 11790 P:(637)444-03651 F:(631r 444-03(10 LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/0000'1 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 NAtrt Volm 1)(11 vi lnllttir(if (Iamorva(foil .� ',I �n�iLinr, ralVrPOlif}1(aftr(ir o�*pF so[/, Town Hall Annex Telephone(631)765-1802 54375 Main Road C00- P.O.Box 1179 Southold,NY 1 1971-0959 0Al 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 building permit has been issued. FAILURE TO REMEDY THE_CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: September 12, 2022 Jo n J ar ki Se io .Buil i g I pector IT SHALL BE UNLAWFUL TO REMOVE T ISN ITI WI OUT WRITTEN CONSENT OF THE ISSUING AGENCY. 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 theonly 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. Michael A. Kimack ATTORNEY AT LAW 1UI P.O. Box 1047 Southold,N.Y.11971 FEB 2 B 2023 Cell No. 516-658-6807 BUILDING UEPT E-mail: mkimack2na,verizon.net TOWNOFSOWHOLD February 20, 2023 Re: Silver Sands Holdings I LLC Building Dept. Email of Feb. 17, 2023 to Richard Vandenburgh Amanda: Richard asked me to respond to your e-mail to him as I have information relative to your comments made and can clarify the issues raised. Your e-mail was regarding your review of various applications before you as follow: Tax Map 47-2-13 (1220 Silvermere Road, aka Cottages 26-27,28, and 29) Your email mentions that only one (1) application was made for this property; however, we have in fact submitted three (3) separate applications, one for each building, as per the Building Department's request. We believe some or all of your comments may be in reference to Cottage 29 based on the footprint dimensions you mentioned. Please note that this letter and the comments below serve to address your email's concerns for all structures on the property. 1. Must provide documentation or correspondence from the Suffolk County Health Dept. and Greenport Village Sewer District regarding the renovations We have previously submitted correspondence from the Village of Greenport Sewer District (Appendix A) confirming that they have inspected the pump station, sewer manholes, and sanitary sewers lines on Lots 9, 11, 12, 13, 14, and 15, and found them to be in satisfactory condition. Per the Village of Greenport, the S-9 letter is the only letter that the Village produces for these instances, and it covers any hookup to the sewer line for the entire parcel mentioned in the letter. The existing sewer system has served the motel and all the cottages for some decades. There has been no activity regarding the system that has or will require any permit from the Suffolk County Health Department. The County only responds to an application and in this case,none is needed or forthcoming. C2.)Footprint does not match what we have on file for this structure-12.3x 10.1 front portion and 10.7 x 13.2 rear portion are as-built(will require ZBA for setback issues) The footprint of the buildings with the portion you mention have existed prior to 1957 when zoning came into existence. Based on the dimensions you provided, we believe you are referring to the existing shed on the north side of Cottage 29 and the patio on the south side of the same building. However,your dimensions do not relate to the actual building itself. We do not believe your record is an accurate representation of what has been in existence,nor does the existing structure require ZBA. I am included a correct �g property survey from Young&Young that indicates the existing conditions of Cottage i ��`D � 29, as well as the other Cottages on Lot 13. 3. Records indicate this was a single-family dwelling--conversion to motel use is as- built—must apply for site plan approval with Planning& Special Exception to ZBA (along with additional variances) to legalize use (and requires Health Dept. approval) OR revert use back to a single-family,dwelling but you will be required to obtain a Town rental permit every 2 years, and must rent the house for more than 2 weeks at a time to comply with the Town Rental Law- Chapter 207 tU There are no records that indicate any of the dwellings on Lot 13 are or have ever been �. single-family residences. In fact, all available documentation indicates that the dwellings on Lot 13 have been considered"motel"use. A Certificate of Occupancy search conducted on 12/31/2020 states that there "is no Certificate on file for the original building[s] according to Building Department records" and that the "Tax Assessor's records indicate that the above mentioned premises was originally constructed as a building of undeterminable age" (Appendix B). There is a Certificate of Occupancy (#Z50) that was issued on 11/27/1957 for an addition to an existing building under Permit #Z85. The building permit application from 1957 states that the "existing use and occupancy" of Cottage 29 is "Resort Cottage" (point 2) and part of"Windward Shore Colony" (point 1) (refer also to Letter and Corresponding Exhibits for Lot 9, which was also part of the Windward Shore Colony Motel); Point 10 also indicates that the property is located in "A Residential" zone. The fact that the property was later up-zoned to Resort Residential (RR) is evidence that it was done to conform the represented use as a "Resort Cottage" and that the "Private Dwelling" classification is not applicable. An additional CO (#Z13012) issued on 11/21/1984 for a solar greenhouse added to frame cottage. Cottage #29 is the only dwelling that had a greenhouse attached to the existing structure and in 1984 the property was zoned Resort Residential (RR), which further supports the fact that it was a resort cottage for short-term rental and that all these structures were pre-existing. The Property Card (Appendix C) clearly states that the Type of Building is "Motel / ,-�' Cabins". The Property Card's plot diagram also confirms that there were four (4) structures on the property and notes that one of them suffered a"complete loss by fire" in 1967. This leaves three (3) remaining buildings on the property, all existing and designated as "Motel / Cabins". We currently refer to these remaining dwellings as building#s 26-27, 28, and 29. The Suffolk County Department of Health Services has granted a Temporary Residence (TR) permit to the Silver Sands Resort for 40 units (Appendix D). The Temporary Residence Unit regulates "temporary residences" such as hotels and motels, and cottage colonies. "Temporary Residences" are facilities maintained primarily for overnight occupancy by 10 or more people but are not intended to be occupied by the same persons in excess of 180 consecutive days. The TR permit for the Silver Sands covers all lots that comprise the "Resort", which includes but is not limited to the buildings on Lots 9 and 11-15. The motel building (Lot 11) has 21 units and the buildings on Lots 9 and 12-15 account for an additional 17 units (38 total). The Southold Town Property Tax Bill correctly designates the property type as a"Motel" (Appendix E). Finally, I am including a letter from Darline Duffy (Appendix.F), who was one of the . previous owners of the Silver Sands Motel as well as a long-standing Southold Town Tax Assessor. Ms. Duffy's direct, personal knowledge of the properties dates to 1975. She confirms that all lots currently associated with the Silver Sands have been zoned Resort Residential (RR) since before that time and that all the dwellings on Lots 9 and 11-15 have been used exclusively for short-term transient housing. To restate, the cottages on Lot 13 (Cottages 26-27, 28, and 29), as well as the other cottages across Lots 9, 12, 14, and 15, have always operated as part of a motel complex. They have never operated as "residences" and all available documentation confirms as much. As such, there is no conversion from a single-family residence for any of the buildings on Lot 13 to a motel as the buildings never functioned as residential units. There is no basis to consider legalizing its use, as the"use"has not changed. 4. Plans do not specifically show what was existing and what is proposed/as-built, must provide revisions to plans for clear interpretation Plans will be revised to specify "existing". S. Must provide a certification letter from NYS architect or engineer with stamp and seal indicating whether or not each structure on this lot meets the town code definition of demolition. A cost analysis is being provided from an engineer that indicates each cottage's renovation costs does not exceed the 50% of assessed valuation. Therefore, no zoning variance will be required. 6. Provide alteration level as specified in NYS Existing Building Code for each structure, if legalizing to commercial motel use (may possibly require sprinkler systems in structure) An engineer's letter will also be provided to confirm the alternation level per the NYS Existing Building Code for each structure. Please contact me immediately if you disagree with any of the above responses so that we can promptly reply and resolve our unaligned positions. Sincerely. Michael A. Kimack APPENDIX A December 28111, 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 GEORGE W. HUBBARD,]R. SILVERMERE ROAD GREENPO'RT, NY 11944 EXT. 215 TAX MAP ID# 1 30004 7000 2000"s5000, 17,^00047000200014,0019, 1000047000200013000, 10000 700020001^u,0`9, 10000/�7000200V09000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance,please contact me at (631)477-0248 ADMINISTRATOR PAUL]. PALLAS, P.E. EXT. 219 Regards, CLERK SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDY EXT. 217 Waste Water Treatment Plant APPENDIX B Da f aCE' T.526.663A600 F.657,205.3795 E.AIIAY.CustomerServlim@&MtmmtitL-mm Certificate of occupancy Search TITLE #: 339-1788S (I DATE:12/31/2020 PREPARED FOR:ON LINE ABSTRACT LTD (ONLINE) ORDER ID:12017914 PREMISES: 1220 SILVERMERE ROAD, GREENPORT STATE: NY COUNTY: SUFFOLK TOWN: SOUTHOLD UNINCORP: GREENPORT District: 1000 Section: 047.00 Block: 02.00 Lot: 013.000 A search of the Building Department records in reference to the above mentioned premises has revealed the following information: There is no Certificate on file for the original building according to Building Department records. Tax Assessor's records indicate that the above mentioned premises was originally constructed as a building(s), age is undetermined. Certificate of Occupancy #Z50 issued on 11/27/1957 for an addition. Certificate of Occupancy #Z13012 issued on 11/21/1984 for a solar greenhouse added to frame cottage. IMPORTANT NOTICE ABOUT SEARCH INFORMATION HEREIN DATATRACE INFORMATION SERVICES.LLC DISCLAIMS ANY AND ALL LIABILITY TO ANY PERSON OR ENTITY FOR THE PROPER PERFORMANCE OF SERVICES RELECTING THE CONDITION OF TITLE TO REAL PROPERTY.THIS SEARCH WAS COMPILED FROM PUBLIC RECORDS MADE AVAILABLE FROM VARIOUS COUNTY AND MUNICIPAL OFFICES.AGENCIES AND DEPARTMENTS,THE SERVICES ARE PROVIDED'AS IS'WITHOUT WARRANTY OF ANY KIND,EITHER EXPRESS OR IMPLIED,INCLUDING WITHOUT LIMITATION ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,OR WARRANTIES BASED ON COURSE OF DEALING OR USAGE IN TRADE OR ERRORS OR OMISSIONS RESULTING FROM P �NITEMS YFDEIOFSHEEEFIANHIDPARTIESUPERSEDES ALL PRIORND CONTEMPORANEOUS UNDERSTANDINGS.TE SERVICESARE EXCLUSIVELY OR ATTRACCLIENTAND NOT OR BNITOF YTIR 001500/001500 TOWN 'OF 50tfTt Ot . �tltL01NG ©E�=i��t'T't�ki�T - T6WCLEWS WS OFFICE S4UT1tOLD, H. Y. C10-11 CCidi'>t OF OM,I M4CY io. .ii... .. ...-r .. Date- Tk+i1S-:CERTAgS thct' the": uIldim locat of Straw Mbcic No. t onforms.substontially to the Appl cS#i -for-StflIding 1?errrtlt 'he}w6fore fiied:'iri- this oft'o ....................• ........W.. ., -ptirsuarit to A0,;h$01ding PerM'it.too.,..:fie.,». 3.....:.:..,; -isstied;,and conforms to ail'of fhe:reggItemerafs • dated . .....,.... . ......�'lt :tc...:,`�'J� of the appii&16.provisions.of the Jow.. The'occupancy for which"this certificate is itsued is..,..:...... .•n.•n.•.ra•.::....:..:»i:..i?r.... M. 17 ::r .. - .............................. ......... .r• .r•..•......••...... Thl :certif7coteis:issue¢ 4a € `RlFl6t. C:. ......:..................:...........,................ :...... (own-0, lessee-dr#eMW of thel aforesoid building. + uildiing'..Theca of s TbWN •o{ Sf,1t1T1OLD, 40*91"r,DE !kRTM TtT 'TOW�1Cl�tKaS�f3=itE � � .' BUlLD1KQP3kNAt't' (THIS.PERWI M.UST BE kOPT ON THE, PREMISES 44-00% �; ui. OF THE', j6jK: W Tii !'Z£D) No, ........Z.:$5...... Date ............... #31~....,2 :,...............,39a. . permission whereby gsaoted to; #a +3.�a.:sd :LS�ati.Za-b�'k - g:, �3nga:. ....................................................... Ot1'@[►1iSeS,IOGOt 'O .��i[: .. `Va+ .. .'.biFi�i�..:...........a.......... . .. .. ,.r..c::........,,,.............a. ..............a..•.aa.........,....,..s.r.«..... Y :�....:•:.!F:fi�i:a ..7:•r:......r.r!t... f•,e.....................a.a.......,.:.... • aia:.:.«a..'aaa.�%..:i:.r.�:a.:.�.•..iL.i•:r.»....r.:rY....,.n..n.wx•a.....t..r.......�fx.tY.Y::...«.rn.•vs-.:..so...._..:..: .uY•a rt.: •r,�e...•r pursuant-to application dated .....................�?$n8� q)prov*d'b1r the ` B�ili1[r�g ins�tor . fee # �. l..a........... r • 1"114 OF SOUTHOLD MikJI1�U�1G a4r�►��i+,�' TON!N.CLERKS, OFFICE � 1 SOU'r>f+oi:D, .......... '--- 6carribled.,..��'::�.........».........»19.'�a.:.� ,,� ,,.,. •�A flpiaraVed;: » ..:i9.:.....pimmit hia...» .` .•...... Disapproved a/c. ... ..... 'Rf••. .. .»»i ......» r��» t�-�'!'t11• .... .........n.».».. (8uliding..lr�spector�'. .. APPI:"VION i'OkBUII:DING PSRiMM ` DY�MS.wsi\/.•+.••..�� n•.R,i,_..t•li»,•a.,..r...t•»..�.IS:- .. INSTRUL—n h15 o. Uls application mus, be:.comp}etely-filled ire by tjpewrlter-or in ink and submitted-1n duplicate'tothe i3uiidiytg IirspeCtor: seg relatbrahi.3c:adjo ring prOndi9es or•pub(iC;streets b pjat:p} ing'lacation of !at Qrrd of buildings on•prem► ,= P or•otaas,,'and giving a detbit desgiip3r4hi of'atlyout esf.Prgperty.rritist be di'gwnp".th�:di0iben+d�Wi 'ispo�'of ehis(oecfiom.' s, -e of Hu#& fermit. e. Tfi�viork covered by'this dwicatibn-may rwt;be•ern c .-b issuanc h9 d approval of suis:application,*6 Building Msp for will +esus o Bniklirg Perlrtit•tv tfia ap0liGont: Situ .permit sfwll:be kept pari the premises nntvilgble for inspect � san thr tghQutt}te:progressof ttie�.vdO& ae. No building shall be occupied:oy rlsed in whote bi Irl'pact for aa'ty'purpase'whafc'vsr until a;Certificate of 0ccuporu. si+oll fwve•been gronted'by the Building Inspector. IAPPi.iC1ATlON :l5 )1EREBY',MADE 4o the-Building Deportmsrit for the issuanee of o Building.Perrnji•;puisttorit to Nle • Butld>rlg;:Zorie'4+clirioi+te oftha Town of:-Southold,Suffatk iCou#�tY.blew ltd,and:att�er;opplic�sla:Lbws..Ordinarsces:�r °Itegttlflticrts,for the earrstruet3pn pf buildii?95,additions�at•.pltetatloris,or for reyhi3voi:or dQmalitiori, as herein„ditscrityed: The bpplicbitt agr s',to Como(.-with'aft'applicable,laws,:ardlna•• and legriiatiaiis: ...., .,�!'tcf. fir.:...... .a ... ........�...». f51.gnotm m of l.'rcantr or ire; if:' cb porotfon) :...... ..... .t ~YAddr++ss of appGcarrt) ”'>;. t..a orctiitect, erOii r, general sFoniroctoM, electrican., pirifiter-or buA&i Stets whether app k rrt is=owner, lessee,agent.• ,..»... . ........,..�.: .,..,......»r. ......................... .............::=,..,,-. ». » Name of cwrw Af P► +n! ....�.::!s�S'�.:'9..':�'?':*r�:•.'frig+e:.»....b:. ':�';`t?'"•.:.......:... ............. _ . , ......... ....., ' If applicatlt-Is a corparo'te,:stgriature',if duly.V-u tSrixcd officer. ..»......;..:::.».,-,.;..:.: .»....,.:...».................................................. iNiu;+e cnd'fitle of zorpardm officer) or,which pmp�work will be-dons: Map tato_ ».:...........:...... ..,..... t3iock ......:.�......:.............. Il• L:occitian of lo+�_ Street and=Numbs • of miCses iht'eiided use=or+d.oscupaAcy'of prdpcsed coh9ructl0n: 2 State existing--use and:occupancy pra :�'�. a. Existinuse:. g aivd ccoupanc.Zl:....... •.... ................. ;• .• •...••»• b: 'intended use and occVpaney.... ....... .,n....... ....... • '�N1s a�a1lS3rq•��.e:� ` 1 ...r;�� rlrYt -- q<+iCotd • f#++o5ltd°:ib•"s,n ''�"'�'' -.. t �}�I»ftt.,�..9«.:.p...�NI.R�W.6..p..ai.t,ty.",.p.tio,�-«•.:.•..;..�.1.f#�eta �#sj a.ata+ad!xox.•;uf 69►4o 4•aro {es;s�urmw ! u AGO ! pouroi>d wopq cq..uA6MS Uot 1H1. uoiIA � °h! yin4uIIA irnvglk .ptos'Wp R ay ! ' tddo � ° P NuJY� mk Aq: so"**0!" fo ?! fi Ow' 'A.e4 9"}.s6W'ptio':,sa�,pdap.' s;titnP !$q N? t -,�- ► R ..:.... rel 'E IMO c . . . 40'3tbJ:S •;evP - w 1P%.P�:sau+ou ; er;s°. �!'�:+J +MAt{S puo ' lam:1AiJjl '.JQ ( .` u+!p a ?C 9^is tin mlri ise+atpu}A �a.�tagi 9 ND i?dqs ani ��ad0urd �+Ip;l-q:{f° Nau+=s!p.P o, t�aia !p ,,�. N..,.•"CIIV ,....... . ... . .....•,',..•....,. PBW...,...,........,..• ..,i..N.. `ON.eom «..__..1.. „ :... r.�,., ..:.:;� vWS Ic ..••.. .«. .• is:� PPV* PoWdoad . 3;4i+ . jr:' •seSju+aatF�o taa!i,�0�o•eWnl�1 ZI ......��..:.d�;�l ")o aas�oufWo' `^+or: Bv!!+oz•.:� aero .•;..�•., �-+is auo sasta+add u±•Is+p v5n.Ao:oy ZI •�j N»••Y•bn• •N. ' .............. y s, ,,�:........,,.«. . �o' Jo�� • . .,�,....�,,,.....;tuord::ioti?�!��suaa e+eua�taua•�o stio�sua+i�� g ... '?' ........... ..... .; :.....,any si !�jpprs�o suo,W�xg3lo 9ttri aartlx�+�s awbs:'} suo!suawj - .:....... Joe ' ... .tuar ;itiic d!rsetrlt?tl�;s Irul3 �iia.3o. asn �awjQ ......................... . .P,*d#1pfjo u�4ka M—W;ov Af!mss 'Cuofr0. pox!w-Jo E II lj*A"CO:N"w'9.f 4 .,.,..«.«........:. �� y Sui►'igur .: .:.:. .:.:::.. ..,.. , .. ..,.,,...,>.._.. +9 #o.02gwr* t06=66 #f $!III f6:;aRmU '&eytP 31 ,..., .,...». £vol�?�llddo;sl�i•�iill,�:�:•�!��0j , ..N,.:,« .:r. .c.;• :: ::.;:�.'.-.: ..... . ............. 'ate P� + « », 8tiippng MON Cg19��Iddn y�yi�t ij�aila!ajioA+ fo am#o�j FORM ACOA 'fOWOF.190UTHOLD 901I:OING AER`1-k-tMENT 'Office...of the Binding inspector Town:Hain Southold,N.t Cart fico e: ,O -Occupancy 1301.2 , . . Nov�:le:ber...21. . , . . . 19 4 Date . .z. .:.:., .. TFiffi Cl~R�`>"IF1EStlsat:tks�.build3�t� Sol';ar; &NOA reenh�use.::-o .::r .. ,. , ., ... . ... . . . Location ofpropcit;► 13 .Hvus�lUa Sdiekt � H* cbtmty Tax MOp:No. 1000 Section , ..,,. 47 ,.Black .. ... . .. : . .....Lot .. .. ...... .. .. . StiCiiYisian ... ... . . .. . ..... ... .. .... .. . .. . .. t :ccinforms sabstert*Uy 49 the .Application: for Bufldim Permit.herawole;.medin:I*.Offim-Ail ed 2,3fi"1 .:..Miy. .l.Q..,.. .. .. .a .;:I.9$. .pLsUa�tt to.Which BoiilclRtg.f' No. ..;:;...,,. ..• . dated .. ....A A:4-:•.4�.. . .::: :::;,'.T 9$3,.k'was issued,and 66ttf*jj js.tOa aII of'#ljeTbquirem_ is of the-appliaable.:provisi6iis of t14,1aw.` -he.occu pwicy fir wlticlrthts cerfiit�eafe;•is.issued is ...., :. .. c.C:Gta, adw,ellin , B.ranci� & .wiyfe The turf caw .7o2 n . . 1:. . .,. . .. ... ._... .. is�issued•to of the•aforesaid bWddU*- arty mt,of Health.Ap�pro*a� Suffolk Coeuity p� ..... . .: . .. ....... . .:. :... .. . , UNDBR"WRft3SRS L�RTIBICATE NO. . . .._.. .... . ., .N/A. .. . . ., F . . . ... . .. . . . . . . .. .41 Bi kHft Jwpoctdi iter.il8fi • y i. . APPENDIX C APPENDIX D Suffolk County Department of Health Services Bureau of Public Health Protection PERMIT To Operate a Temporary Residence This is to certify that Silver Sands, Inc. the operator of SILVER SANDS RESORT at SILVERMERE ROAD GREENPORT, NY 11944 Located in the VILLAGE of GREENPORT in$UFFOL%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"C)program. (3) Capacity 40 units. (4) Required supervision at swimming pool is Level IV (S)'Waterfront is not a"permitted"bathing beach. (6) As part ofNew York State's novel coronavirus (COVED-19)response,permitted facility owners/operators must fvltoui all applicable COVID-19 guidance at https://coronavirus.he4lth.ny.gov/home and https Wesd.ny.gov/,in addition to complying with all NYS permit conditions and requirements.Please continue to monitor these 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. Effective Date January 01,2021 Permit is NON-TRANSFERABLE Gregson RPigott,MD,Mpg PaumtISSUMgOfficial _ THIS-P -_ .-- -- - - SHIIY?` E_ '' $.TE$' fINSPICUOT�SI;3�`� .... --- - �-.,Fac' Code51= 679-_ ty:. 3 -- OP APPENDIX E 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.I inherited my husband's ownership 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 and its taxable status within the Town of Southold, including the Silver Sands properties. I can attest that 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, 4eZX1 _ � Darline Duffy { MENC OF PROPERTY WSUR C DATE(MMIDDIYYYY) THIS EVIDENCE OF PROPERTY INSURANCE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS4UPON2THE 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. AGENCYPHONE - ---------•------------------------'------------------------------ COMPANY US ASSURE INSURANCE SERVICES OF FLORIDA,INC. American Zurich Insurance Company P.O.BOX 10197 JACKSONVILLE, FI_32247-0197 ADDRESS;._911LldetCYClaUS( IIaCJency.COm coDE:A0013668 ...--... —.. AGENCY CU.STQMIfiiD'(f:—INSURED .--------..._......_.--- --------..-..__._._. Silver Sands Holdings I LLCLOAN NUMBER POLICY NUMBER 19215 Soundview Ave _ _ _ 1 F_R73995001 Southold,NY 11971 EF-FECa1VE DATE EXPIRATION DATE -- --- 20?_2 04•/13/2023 CONTINUED UNTIL 04/13/2022 -_ _____ TERMINATED IF CVIECKED THIS REPLACES PRIOR EVIDENCE DATED -'-' PROPERTY INFORMATION LOCATIONIDESCRIPTION 73550 Main Rd Greenport,NY 11944 THE POLICIES OF INSURANCI.= LISTED BELOW HAVE 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 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 - ---------- .--------- _ COVERAGE!PERILS!FORMS Builders RISK Coverage Form - AMOIINT OF INSURANCE DEDUCTIBLE Renovations and Improvements $5,000 Existing buildings or structures $2,657,900 All Covered Property $2,638,500 p- y at all Locations $5,296,400 REMARKS Includin Special Cooaditions) CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 14ILL BE ADDITIONAL INTEREST — NAME AND ADDRESS TA6U�Tl�II'MO�IZEDREPRE-SENTA-TilfE--*---,--------------- ACORD RTGAGEE ADDI"FIONAI_INSURED SS PAYEE ...-- ... -------- -- - - - '--'------ ACORD 27(2009/12) ©1993-2009 ACORD CORPORATION. All rights reserved. Tile ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES TME POLICY. PLEASE READ IT CAREFULLY. DMGNATED "DRECT HRED CONTRACTOR" WARRANTY This(-�T1001*Se-l",!u-i-It.mochfies insucan-�,'e prcjvided under the FRG1,-jU-,'-',1-S ICCAVIPLETED,,OPERXI'li')N-C0V'Ef--,-'Y\GE SCHEDULE ILDirLact Hived Contm ctor"(if zipplicable): None Approved Designated SECTION llV-COMMERCIAL GENERAL LIABILIT Y 001101110NF2 of the COMMERCIAL GENERAL LIABILITY COVERAGE FORNI acicl SECTION jV- pRODUCTSICOMPLETED OPERATIONS LIABILITY COMDITION-S of the PRODUCTSICOMPLETED OPERATIONS LIABILI'rY COVERAGE ' FORM, as al-Vici-lbie, are arnencLle(l` iWjc� to llav virik:j 1,,00-0ItW 1-1 Designated Contractor Con-traCtUal Responsibilities (SCHEDULE dl-)cirve For any "direct hired trait- SCHEDULE aluve. le,01.1 With thi.A condi-lions II GJd bel0Vf L. )" riot lis, .6 In YI-11i inu�-,� OlAam cerlifit'ate-'i. of I w ly anoal I '(JII eut hi I'ed contrz�cb'1';."s the e ..any work.: i�(J or)Vow'be haat hV I 1--la r,["a ntcaotofG).. a. on I.he (Iirer�t-hired cal III lin-lits of insun-.)r CC-Wt kIG). JFC-1 tiff 01C"OtEN 11 I. �-ach occorrencla. LII-nit: cil Ag gri.gm& Lit 11 ; ansa A '-'tP [snlli 11-1 corn WIVI Lne t;I;-muws 01 the applicoble state ana Eiyjj-�)koyens Lizkbility lI-Is1LII-aI-I(2u1 -tt( -, n - -Cividc�d carfier(s) lu-.-jidin�g an A. -'p4- A-vil of -ad IS I J� . d. the ir-Lsur,ance rernains In full iarccl V-ritl IOUL lapse W' i101!TL the cliate cri for'-.,vork j-,eii-Ig perfarmed is execuied intiltile' clate 2, :`[lo-i ;o con lfnencerncrl'�ofa.nv v"oIk,perlon ned i.n I youl ",jerujil'Ly,/at iy-direct 1-111'0d ;'01 ItIa0l'01 I"10t.4 tect I =.!"1 trip SdHEDULE above, YOU i-mjsl:oblaina'-,o�rifter N, a. C], Indernnillesy0u, Fis ihaltyc,11,i are mqucecito Indemnify art additioi at -le. vx:irk for you by the and . . ' ' coMIVIERCIALGENERAL LIABILITY pOL|CYNUM8ER: �-3c)6(:)-0312-00 CG 21 53 01 96 TH8S ENDORSEMENT CHANGES THE POLICY. PLEASE READ ff CAREFULLY. EXCLUMN DE&GNATED . This endurser-nmntmodifies insurance pruv/dedunderthe kd\owiny. COMMERCIAL GENERAL uAg|UTv COVE RAG E.PN�' SDULE Description o!Designated Ongoing [)perstion(s): / |eduruiUzer d �� ws | � nUeUuseattheaphed«\ed n Anyar*aoftheaohedu\ed |ocatiuwhioi�� haa\�eoomeooc�p .�_ location. specified Location (if Applicable): � (If no entry epp*are above. i�nnno�un naqu|n*d to con�|ete this endnnemerdvvi|| be phnvvn in the Declarations aaaPpl\om�*tn �his enUumemnnt�) U \eea a ''\ooaUnn" is upeo�|ed in the Schedule, this The following exc|uo\on is added to P a h �` � » \ \un applies nagenj\eo^ of where such Exo|unionaufCOVERAGE A-8O0LY INJURY AND o«cua Wt-' cc-inducted yu'/ orunYour Ueha�. If PROPERTY DAMAGE LIABILITY (Secbo» | - a specific »Porobo/`s"ure «»/»»u""n" is designated in the Schedule of to the Coverages)� ��s endo�enen� this e«nuwon /ymt M�a� This \nsunsnce does not apply to "bodily in|mY'' »r deaohbed ongoing operations conducted "property den'ieye' arining oui Of the ongoing "location". Sohs ,location operations deauhbed in e [»nPnao of Uhis endoraemen' endorsement, regardless ofvkethe' such operations For the are conducted by or on your be4la|forwhether means Prcx/*eu involving the same or connecting the operations 9re conduCted for yourself Or fol' lots, «' premises whose connecdoniointerrupted only others. by a street, dway, vatanay o/ right-of-way of e railroad. " Cop�rjqh(, Insurance SPIVice,-.;Office, ln(�-, 1994 Page i of 1 n CG 21 63 01 96 FORMS SCHEDULE The following are a list of endorsements alld OXCILISiOlIS which will be part of the standard GL policy ORM ENDORSEMENT NUMBER NAME KCN-GL 00001. 00 07 21. Coalman General L!,L)-bili Y_T)ecl-a ratio n s(owners) CG 00 01.04 :1.3 Commercial Generzil Liability Coverape Forryi II-00 1.7 11.98 Common Policv Conditions CG 01. 63 04 17 New York Changes-Commercial General Liability Coverage Form CG 20 18 12 19 Additional Insured - Mortgagee,Assipnee, or Receiver(Owners) CG 2106 05 1.4 Exclusion - Access or DiSCIOSUre of Confidential or Personal Information and CG 2109 06 15Exclusion - Unmanned Aircraft CG 2144 07 98 Limitation of Covet-age to Desi hated Premises or Project(Owners) CG 21471.2 07 Employment Related Practices Exclusion CG 2149 09 99 Total Polluition Exclusion Endorsement CG 21153 0196 Exclusion - Designated OnBoin.g Operations (Owners)--- CG 2167 12 04 Fun or Bacteria Exclusion CG 2196 03 05 Silica oi-Silica-Related Dust Exclusion CG 24 26 04 1.3 Amendment of Insured Contract Definition KCN-G L 00005 00 07 2.1. --Economic or Trade Sanctions I(CN-GL 00006 00 07_2:1. Service Of Suit KCN-GL 00008 00 07 21. Exclusion - Operations Covered by a Consolidated Insurance Program (Wrap- KCN-GL 00010.00 07 2:1.----L;Plit Dedu, tible Liabi Lity isuranceOwners) KCN-GL 00013 00 07 2J.. Exclusion-Asbestos KCN-GL 00016 00 07 2.1. Exclr.rsion C0111111LInicable Dise-ase and Infectious Agent I(CN-GL 0001.7 00 07 21, EXCILISiOn ContinUOUS or Progressive InjIlry KCN-GL 0001.9 00 07 21. EXCILISiOn - FIFF) --- -- I(CN-GL 00021. 00 07 21. Exclusion Lead I(CN-GL 00022 00 07 21. E—xcILISiDI'I - Professionals Services Liability fWith Exception) KCN-GL 00023 00 07 21—–EXCILISion - Wildfire KCN-GL 00024 00 07 21 Limits Of II)SUrance Amendatory (No Reinstatement of the Products-Com pleted KCN-GL 00027 00 07 2:1. Exclusion of Certified Acts of Terrorism and Other Acts of Terrorism KCN-GI-00033 00 07 21. Exclusion - Benzene. KCN-GI-00034 00 07 21 Exclusion - Breach of:Contract KCN-GI-00035 00 07 21 Exclusion- Cvher Injury With Lirn.ited Bodily Injury Exception I(CN-GI-00040 00 07 21. EXCILISion - Residential Conversions KCN-GL 0004100 07 21 Exclusion -Subsidence KCN-GL 00042 00 07 21 Exclusion -- Lon shore and Other Maritirne Laws KCN-GL 00044 00 07 2:1. Cancellation KCN-GI-00047 00 09 21. Exclusion.- Designated Operations.-Owners KCN-GI-00059 00 07 21 P olkyPrerniun-i and Audit Provisions I(CN-GI.00055 00 07 21. Schedule of Forms KCN-I L 00003 00 1.0 21. Notice: What to do if a Loss Occurs General Information KCN-GL 0003.8 0010 21 EXCILISiOn - Cross SUitS KCN-GL 00030 00 02 22 Designated Direct Hired Contractor Warrant v (Owners) GENERAL LIABILITY GINDER FOR: silver Sands Holdings I U-C DEDUCTIBLE Deductible a1pplies to: Deductible t.YPO: nclude-.-, sod,,G"'ble" Loss & 71il&F' PFI q I n;000 COVERAGE TYPE AND DIRECT HIRED COVA-FRACTOR REQUIREMENTS: roved""C, e:'W6"vVarranLv ol j�p Direc ired n S 00000 $6 000.001 1 -ieq , , �;" ..p 1!..1' __........... J-DCO Aggregate ,,g t e C Eicb ....... Designated cosy i actor i*j one AMXMed jjjcio,,,r�7`ica6xv and addo ans, !�:�Wed cwtraot Requirements to Destgnate InSI-11'erl language in CharContracto� Col �qq,t-j jy-Ijj-IjjijZ.jjr, mquved HMA shown Move Qyj qT EnCTjejQ0UQ9E1Qv!T9'I"Apawe why!" BINDING SUJECTMTIES: ljr,)-vanq li,-,led iteins ,-,jre Ths Nnur w vad'i --,f)v Of the'Zen-",' afe no�.fully sat.!S�ied. Vve nlay To I-,sirlcl cover,',Ige, the fo kv,me mmonn wan me ume agree to ,)Incl cbveve)�je with info"Matiori pen(.iin�! Sj,.)CCi:tieCj Will SUbj(2`G!th�. cancell"Micn. Need By SubjectiVitieS N Ol'i C F. KI Vvr--. reueme we ngN to wrthdrayn, resuko cc to'evp 11 e quoted anns and sanditions fc)Ylhlt� insuf ince 1:io�icy, including, 1'-,-,jt PIOL ZCy2 LJ4L,Z_ApjLur'jt of U",,U C[UUtC-(-prelT 1U1 R. The praliry see IS f I-111Y E.W f3ect and 5-:on-revunda af-10 shit 11 rv,)l be OF ,mmuded a sow ragomnent T05 jizia Non A.,drnitied binder fc,1F�,%thk";h the re,-;,j3on:,',o1e for J-tjir,rjlingali Surl?11.lfi 1_ineff filing, taxes and fees, This binder was uVemd Using,"'If0f Rlaft),.) loant quants that the infonvahol"pranded isacQUTcItP, to u&The ipp a � 3 and irpIxeserIMAnn idstUd woUkd the 'W13"cant cornptele, and Mithful, wit'n no n-iisrepresentation Arr"e 1111t CoveIzge to Cancell.,ition anrlfor;x-flifr•y cuid.ssjoio.--S. Wher rapall apokahmi for AvW PUM01 %.vhu i!v�d 11*0'�vl. 'nt, purposte Q In5hadna. wmmmve or va%weN g samn=pmmmq anv roMMW A",Sc. fu wv -0 WeR aba al 'h• qh yom bmko Imonwn capms of our AR endmannents, exduamns and ion-n,�shoulcf i-je ievie,�,eed and discUssc-?d II mwawe ;dKes, endwsemeVi Fit-ld,F")Vnis are availablE-1. IIPOII FKIL'e,"'t fc)r InAnnahan, inckmfing but Miami Coverage i'-.)rovided by will feClUlFe YOUF coopecation t,,Vlth IVISJN�Ulorlsancffo I 1_-.� po 11(:y pefl I)d to cleten-ni ne to an an-site a plrern4urn audit, premiurn;.11'14141 vMl 1:'Ke dxlnF� at the expiratrorl oft actuaG pal'ic'v. as to the e'stllylate i.1111112eCl Toftl'11S bifldi','i Any 1.)Verage- j(JE,,rIt&je(i CNI'll-Ig the audit or exposufe.vi-ill iest.11t III iTionie's,avifd- �ji� - I'l,ii - -jiuction Dinding shf-.-el zi' you,,�jcceptaj r we o"pledun of Ve Tout M M WOMMU cum[ If- -is', be iiadci ori the K2 orj,�j td will be t.jsccl jo decisii.)n Page 2 of 5 Manst--'1321 c. is enforceable and, 1:0 the extent the work is completed in New York or the written agreement is interpreted under New York law, complies with the 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 9.a, above and you must obtain and maintain for our inspection in the event of an "occurrence" a copy of the endorsement(s) demonstrating: a. yoral-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 field 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 claim, "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 time 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 endorseiiient, "direct hired contractor" means any subcontractor or independent contractor: i. to which you directly remit payment; and/or aii. with which you have directly entered into a contract. All other terms andconditions relrrain unchanged. KCN-GL 00030 00 (02/22) Page 2 of 2 Includes material copyrighted by 150 Properties, Inc.,with its permission (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 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 PROPERTYLINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT 8EARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO 8E A VALID TRUE COPY.(4)CERTIFICATION INDICATED --- HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF'THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTH:RS. 400 Ostrander Avenue; Riverhead, New York W101 tel. 651. 7.2303 fax. 651.?27.0144 min®youngengineering.com Hovia d W. Young, Land Surveyor t / Thomas 0. YVol ert, Professional Engineer I ! I Douglas E. Adorns, Professional Engineer I Lot 1 � Robert G. Tost, Architect I -- - - CMT- _' - - -_ j_ _ _ _ ERobert 5tromskl, Architect RCT / Lot z 1 CM`~ ` -`_ _ - - _ _ - ! SITE DATA RCF 1 I V ! IF i; / / * SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. L V 4-. N * - - / SCTM NO. 1000-47-2-9 - 10,351 SQ. FT. now or formerly I12 / h 1 / * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. Douglas Dwyer Eileen Dwyer o` � 0 1 3 a II now or formerly / * SCTM NO. 1000-47-2-11 = 37 912 5 . FT L o J - Thomas R. Shearin& Lot 3 I I a I co Wanda Sue Shearin / / Q r I FRAME ( h FRAME 1 ! * SCTM NO. 1000-47-2-12 = 22,339 SQ. FT. F 1 SHED FRAME i SHED , ! Q / 11�7-- _ RCF B, SHED If-IN89-53-40"E / * SCTM NO. 1000-47-2-13 - 24,196 SQ. FT. " • , Ni N ' -~� �-- - 586°15'00" CMF _ lg2,pp' MPF IPF 4° / SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. r 123.77' SCTM NO. 1000-47-2-15 = 88,340 SQ. FT. LU I = t I EDGEOFWO00 DQ I I LE ��- � Lot 4 s Q J I `+?- } 01 '' 3 L 1-- - - _ _ _ x I W o o D s �C! / Edward J now or f ormerl y f ' CO 62, SHADE 77, SCTM N0.1000-47-Z-15 I '19C ! n!a Jegn J Burden SCTM NO.1000-47-2-14IfY Lot 5 I N l I _ o I S80055'00E I 174.98' I 4� I CONC, Ui 4F N _ I L o I F� COVER N � 6 0' SCTM NO.1000-47-2-8 f ( Z O Lot 6 I STORp ^.3'N X2 7 18,1' 197 DI W 1C 11 I O� FQo\ MARSH q 41E S O N o TONE 0 ti ALJ 117 CONC. � 'AY °{1! N80o5 ,, co 1 O ---- �_' COVER t W _ _ 5100 W C; 1 I 2 . I ` - ti I �- o nr cn Zl' 24.6' 18721' CP StpNF Dpr�WAY .�, ^ a m 11.0'm CONC.O O N N °2! I L L C1 I U,� COVER -- N � h 1 N 18.0' �19 "II.O' �ti ~ L - CIJ °I s' Lot 7 rn �, b•1 -s m o m ° C6 ;u M CONC. C7 0COI q� CSW PLANTER o4 Iq m COVER SCTM NO.1000-47-2-9 0 CONC. �m N CONC. p e m, 24.8' N I C) O FRAME I 0 COVER 1g1' COVER p CONC, = C _ - S SHED 2.8 b 4.0' WALL N ° CE O h 1 0 .0 -_.._ Ln I CONC.0 coNc. 1°�0 - _80 55 00„W DAR TREES Lo it ,IPF 0 2 O I COVER 6 o V@R 79 j CMF s �' d' Z0. ' 146 C; o 17 77 0 .. 3 I v_1 %0 ce r ,� 6-, Amo 0�% wDF N o `z7 Lot 8 I �' bti�c �'• 1 V) w IPF �P�s`'6 �' /l SCTM NO.1000-47-2-10 1 I _ I � I .01 b \�`p°�. .' �'�� // 9�5� 00' B -'? O N80°55'00" 147.59' Scow � - WbF WOODS ,3ti . .' O o W -� _ - - - - 16776' �-- _ -�__ ' 4Q. LU Ill ( 14.5 R�Pvy�r CMF ��00�Y \�p� SOF \ I IPF O _ __ F r-- F o J L L t�y��J Zb. 6p ,i / PgQ� X�. 1 I WV8 IPF v Lot 9 I �,� ' �� a� 1.6' wMR 39, 3 00"E I STONE I �123 WSTONE 149.66WDF 10 1.1E CONCI \ 11.3' oCOVER WALL ' TIABER q I o� 000E I �- ,- I -2 , a,: I CSW 1 1 WDF EQUIPMENT I i ?a ,� I o RO N I 20.4' I I O 0.8'W ELOSURE ,/ , j o ti �O 99.8' >. GE OF W0p45 I / 1 10.3' `° m 14.3' I I p 19.6 C; I i P N 4) Lot 10 E° I ' ° ^ I 18.5• V v 43.3' v 17.9' I 4�L N I P I L /' N I CP I - _ p ac I , CONC. 0i I I - _ 6.0' COVER - _ _ ,' (� WOOD 0 I , 20'1' F .2 CSW 1 DECK .15.8' �7 IPF- 4 I PR �' o ,p d 22.6' CONC. r+ I 00 LL N 36.3' 16.3' m CO0 OD w DD s` Lot 11 0 ° o m u� FRAME h I N I oI SURVEYOR'S CERTIF CATION WMR 30.6' _ K 18.0' N 6.2' c- -C6. ffmtq 3.z, Lq BUILDING 2.1� I I2.5' I ' N 1 *WE HEPEBYCERTIFYTO SILVER SANDS OLDINGS i, LLC THAT 1 a Qy v 20.0' I a M p000-CK� N N `Y I j .n THIS SURVEY WAS PREPARED IN ACCORDANCE TH THE CODE OF PRACTICE CO co ca J L d - pp 19.9' 90 .3 =° ° pj ! FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE 5rt�QN OF C7 a Ro ;I o i g LL I PROFESSIONAL LAND SURVEYORS. J 3 4_ 'I n ' I - O ' p8.2' 32. ' . . O b12.7O PCIF FA CQ G 8.4 -z- CLF Lot IZ 3.11E z . I 1 FRAME 11.9'4 SI -3z q o p BUILDING 5.8' 36.7 I = 18.4' I IF`I'I I.F' *� 12.7~ 12.5' I 441 o I ` t�t'dt- 1 ' ��i 45gg3 a 1.8' WOOD I t HOWARD W.YOUNG,N. L.S.NO. O 893 S { F CONC. o I a ( i � LAND SCTM NO.1000-47-2-15 SCTM NO.1000-47-2-14 COVER I a I 204 I I W Z Lot 13 o 0 V) ( 20.3' I I t _ _ _ SURVEY FOI o I 01 ct O CONC. V) ! I - - -- 1 N N o a' .� •F � covEa SCTM NO.1000-47-2-I3 SCTM NO.1000-47-2-12 / o :° � N p I --�- _ CSW 24.1' 3.6' ( / I FRAME o I J ` 26.0' o T ----- - -' 240 - - SILVER SANDS HOL INCS I, LLC 30.4' E BUILDING N 5 I Sb9°08'29"W ro/ I 76.78 WOOD DECK 3.0'12.3' 15.8't 15.6' tp J IPF 28.1' ro ^' 8.8' 10.9' 00 29.15 c!•' I 1 - , ! i 1� at Greenport, Town o� Southold w FRAME �P 24.1' CSW \ I 581°21'16"!W I r __ �_ - BUILDITxr CH BUI DING ro \ I ! ( CONIC.WALL I I I '16"W Zm Suffolk County, N w York - Lot 14 w�' 3 0' 2.9, 24.0' \\I 24.93 r 51.31 0 oo b 24.3' 110' \ \� i 5.93' S, 584°11 A d I n u j ni �s HEAD 1 I i D gu�K 2g � 108 csw \ \� woo ` 14� I 2 6 CERTIFIED 5 RVEY AV�0o -14 0,>, 57 05 , TIE LINE ALONG APPROXIMATE HIGH I i- - -WDF` 28.2 \\ I C W AU \ WAW \\ // 16'St?�� WATER MARK AS LOCATED ON 10/29/2021 1000 7 2 8 1- \ I CON L CO ( 1 1000 b 7 2 9 LEGEND 1000 7 2 10 L6'w wooD \ \ 0 Lot 15 DECK a \\� '"` I \ �515Q„� � 1000 7 2 11 0 1000 7 2 12 27' N88°13'37"W s CIC =CAST IRON COVER Z s 33 �\ \\\\ 7.23' y72°5 ,14 29.30CH =CELLAR ENTRANCE 1000 7 2 13 \ p4� .,vl 564038'07"W CHIMNEY 1000 7 2 14 o 40, C.1 o DF �\ \\ I 3b 9,i3b 26.4$, CLF =CHAIN LINK FENCE County Tax Map District 1000 Section 7 Block 2 Lot 15 L 4- o° d 3 L �\�� 3 2$ Sb 5 CMF =CONCRETE MONUMENT FOUND CM5 =CONCRETE MONUMENT SET FIELD SURVEY COMPLETED OCT. 28,2021 ' O 51 a CP =CONCRETE MAP PREPARED NOV. 17,2021 50• ,A �tJ ETE PAVEMENT 2 0 55 CSW =CONCRETE SIDEWALK DI =DRAINAGE INLET Record of Revisions `' REVISION 3 o E e°OYo��PO �Ej5o225 G CC� `I IPF P _Et RON PIPE FOUND DATE P J MPF =METAL POST FOUND $b3 '�� OL =ON PROPERTY LINE 6 3 ',tib 021 PRF =POST&RAIL FENCE RCF =REBAR CAP FOUND 0RO ROOF OVER 0 2 21 $0 WDF =WOOD FENCE II oQ'I cj�9 579°51'17"W WMR ;WATER METER WSF =W004 STAKE FOUND 25.99' WSS =WOOD STAKE SET 40 0 20 40 80 120 UTILITY POLE Scale: 1" = FIRE HYDRANT =END OF DIRECTION/DISTANCE JOB NO.2021-0267 DWG.2021_0267 cs 1 OF 1 4-2q lk MAR 2 3 2023 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 Consulting Engineer March 16, 2023 Desio, 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 House Unit 28 Tax Lot— 1000-047-02-13 (1220 Silvermere Road, Gpt,NY 11944; Cabins 26-27,29 House 28) Property Occupancy Code—Conim—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. I On numerous occasions from 11/2022 thru 2/2023 1 inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager(Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: -Project Design Drawings (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 defiiiing 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 finishes 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 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 laving 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. Proiect Evaluation—Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Fork 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. PSE OF W f6y Y Nicholas J. Mazzaferro, P.E. q� 0 _4, �Fp A10. 0570(3 5 �`�OFFssioNP� Cabin 26-27. 29 H04 e 28 Summary Ana Cabin/House Num Renovation Total Improvement Cost Safety-Code Cost Newmark Value Net%of Value Net%Of Value -------- ------- Total Improvement 26-27 113,022.25 95,585.87 17,436.38 245,922.00 46 39 29 90,168,80 79,850.84 10,317.96 248,242.00 36 32 28 93,921.33 79,617.75 14,303.58 561,058.00 17 14 ............. Tax Lot Totals 297,112.38 255,054.46 42,057.92 1,055,222.00 28 24 1000-047-02-12 N. J. MAZZAFERRO, P.E. 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 Refufbishment 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 I 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 I fmd 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 1blazzaferro, PE OF EW�O t, 9h e3�� • 057 ala.. 3 �',,"'�;, !,,.'>',/!% "'ii/%ii. GENERAL NOTES: rrr; a ,, �,,, , SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION r ' CON T E General Notes:I RACT �DR N �D 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF % 13 _ Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ll -a 1 . All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: _ � 2. FIRE SAFETY: r. VV-��1.� n a i 2. All structural wood shall be in accordance with the riational design specifications for wood construction - latest edition. �DESIGN ASSOCIATES ll,C 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA 11 CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. 1-1 residential & commercial design . consulting PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. 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: (631(433-9084 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. 5. Erect and brace trusses in accordance to truss plate institute recommendations. ouhold,New York 11971 E-Mail: Ssbn654@optonline.nel 3. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE E.E . MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC®formerly DAKAssociates,ULC 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. �� i��/� 4• a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, OWNERSHIP & USE of DOCUMENTS: 5• corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 shall 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. Flo - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 02-27-23 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 03-05-23 9INDICATEDN H Flo = 2600Fv 285 PPIS1 03-13-23 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK 0 THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. PLUMBER CERTIFICATION 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. ON LEAD CONTENT BEFORE OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CERTIFICATE OFOCCUPANGI� WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. SOLDER USED IN WATER THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS SUPPLY SYSTEM CANNO 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 EXCEED 2/10 OF 1/o LEA D. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 "EXISTING BUILDING CODE OF NEW YORK" COMMERCIAL C0NSTRUCT 0N DETAILS- OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, FIRE INSMECTION 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION REQUIRED BEFORE 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. OPENI#%( GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (Mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL r 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) ' COMMERCIAL CONSTRUCTION DETAILS x l TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM f �� CONCENTRATED LIVE LOADSg 1 DESIGN CRITERIA SECTION C503 ALTERATIONS � ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD APPROVED AS NOTED MAY LIVE CONCENTRATED 15 PRESCRIPTIVE DESIGN OCCUPANCY OR USE LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General MATE: B.P.# ttil��y�A 203 USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurontc. 100m Alterations t0 any building or structure shall comply with the requirements of this section FEE: lit BY:_ _ 11,01 0 p T, ACCESSIBILITY CONSTRUCTION DETAILS r'' `J ►_� C503 and the code of the new construction. Alterations shall be such that the existing NOTIFY BUILDING ARTMENT AT USE OCCUPANCY 10. Dwellings (see Residential) 765-1802 8 AM Tr, �i r-?,A FOR THE building or structure is not less conforming to the provisions of this code than the FALLOWING ii ISPcC r?.7N5: RESORT / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS .SAND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing 1 FOUNDATION' - TWO REQUIRED � TO CONFORM TO 2009 Al 1 7. 1 building, building system or portion thereof shall conform to the provisions of this code FOR POURED COI�CficTE TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions Of 4. ^OUCH - FRAMING & PLUMBING the existingbuilding or building system to complywith this code. Alterations shall not 3. INSULATION INAL - CO " TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGEI 10 g g y 4. FINAL - GO"�1STP1.',`TI"N MUST PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. E E COMPLE fE :i.; 0• 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 ALL CONSTRUCTICN SHALL MEET THE build withoutthe authorization of local governing agencies, such k 30 CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new REQUIREMENTS OF THE CODES OF NEW Y as Suffolk County Dept.of Healih Services, Town Building HABITABLE ATTICS AND SLEEPING AREAS HEIGHT AND FIRE AREA PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: YORK STATE. NOT RESPONSIBLE FOR Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK DESIGN OR CONSTRUCTION ERRORS. requirements with such agencies prior to construction, (NY)TABLE C402.1.3 a,i 1. Storm windows installed over existing fenestration. PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 2. Surfaced applied window film installed on existing single pane fenestration COMPLY WITH ALL CODES OF THE VERTICAL DISTANCE FROM GRADE CLIMATE ROOFS FLOORS NEW YORK STATE & TOWN CODES assemblies reducing PLANE TO THE AVERAGE HEIGHT OF m ZONE ATnCSAND V1001)FRAMED WALLS BELOW JOIST/ OPAOLIE MED OPERABLE ,g solar heat gain, provided that the code does not THE HIGHEST ROOF SURFACE 3 STORY AND UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 OTHER OTHER GRADE FRAMIN3 UNHEATEDstABS DOORS FENESTRATION FEWSTRAATIONDOOR require the glazing or fenestration to be replaced. AS REQUIRED AND CONDITIONS OF SINLVIER SANE"J' S =12'-1" AS PER CHAPTER 5 of THE AS PER TABLE 506.2 4EXCEPT 2020 BUILDING CODE OF NEW YORK MARINE R13 R-10FOR 24' UFACTOR UFACTOR 11.11-FACTOR 3. Existing ceiling wall or floor cavities exposed during construction provided STATE. R-38 R-3.8a R-7.5 R� BELOW R4.75 038 0.45 0.77 that these cavities are filled with insulation, cne.rL,;,,,T� GROUP R OR R-20 -- V� ^---' FdVING BOARD 4. Construction where the existing roof, wall or floor cavity is not exposed. hh%i EL i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN li0.SHGC SHGC SHGC SOIJ:�- VV�NTRUSTEES TABLE 0402.4 PF<02 PF<02 PF<02 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE �� N.Y.S. ry, TOTAL HEIGHT FROM RIDGE TO GRADE 15' ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED ( 0.36 0.36 0.36 6. Air barriers Sha not be required and roof replacement1220 SILVERIMERE ROAD RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LI-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 2<PF<0.5 2<PF<0.5 Where the alterations Or renovations t0 the building d0 not ICCIUde GREENPORT, ICY 11944 LOAD REQUIREMENTS. CLIMATE ZONE a 10.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. OCCUPANCY OR LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE IiWACiOR PF,-0.5 PFz0.5 PFZ0.5 JSE IS UNLAWFUL BUILDING 26 & 27 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED0.58 0.58 0.58 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF RNMlRAnON 0.38 'ITIAOUT CERTIFICAT SCTM # 1000-47-02-13 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE TRUSSES. FOPERAXE ENESTRATION 045 OCCUPANCY THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ALL COMBINATION SMOKE DETECTORS i 'DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLO',viNG CONDITIONS ARE MET: DOOR °E 0.77 AND CARBON MONOXIDE DETECTORS 1 I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC GENERAL NOTES THAN 30 INCHES. li0.2 0.36 MONITORING STATION AND TO BE FLEC7 !'<,�E-„1. AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE WFOI.MRED VERTICAL IN 12 UNITS HORIZONTAL, 0.2<PF<0.5 0.43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. NEW FINISHED BASEMENT NA �{( :;NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PFz0.5 0.43 EX. FIRST FLOOR 642 SF 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 THE PF = PROJECTION FACTOR ,�j�;p'j�AprA DESIGN PRQFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ; ---------------- BALI.PLUMBING WASTE � PEODECONDDIOOSTHE AND DIMENSIOPiSEAND BE THE SOLEWRESCONTRACTORS ORSHALL FIELD FIT. THE ALLEX, SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. &WATER LINES NEED'' ; DESIGN PRYFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UTILITY SHED 14 SF TESTING BEFORE COVERING UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA A ATTIC (HOUSE)(oNA "SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA All eXterlQr lighting PROJECT N0: ATTIC (GARAGE)(o) NA installed, replaced or 1135-2022 EX. UTILITY ROOM NA DRAWN BY: EX. SCREENED PORCHES NA repaired shall conform OF Wr EX. OUTDOOR SHOWER NA to Chapter 172 �PJ CO gyp BDK EXISTING DECK NA of the Town Code � ,o �T.- foo CHECKED BY: NEW DECK NA COVERED NEW DECK NA ^H�© ENUMBER: EX. COVERED FRONT PORCH NA COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. � COVERED ENTRANCE NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED POOL HOUSE CABANA NAG 1 UNDER FEDERAL COPYRIGHT LAW. •`-,o � �`c, ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. (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 111- PLANS HPLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN '© KEHbDESIGN•ASSOMTES,LLC PROOF OF PURCHASE. 74..;,/",, SIMPSON STRONG- -IE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS �� M TS20 LTS20 SIDE OF TRUSS. OKT ON ALLOWABLE LOADS 12 LOAD o i SO- PROVIDE (1) HGA1 FASTENERS LATERAL WITH TOTAL FOUR e o SIDE OF CEILING JOIST /�, MODEL GA UPLIFT UPLIFT 1 1 8dx1 " CODE /� LH1� '. til AND ON SIDE OF RAFTER Sd NAILS NO. TO AVG ( 33/ 60) � REF. RAFTERS/ TO TO ULT. NAILS INTO TRUSS. TRUSS PLATES STUDS (133) (160) F F2 (133& STU '— SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES ! •/ •� residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° ART "x12 e e DIMENSIONS Two e •° P0,Box 1675 phone: (631)433 9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o °° MODEL GA AVG 2 CODE INTO REF. o °• .• ° Southold,New York 11971 E-Mail; ssbn654Coptonline.net N0. MAX. CLEAR p° WIDTH PAN L QTY DIA ULT. 1}„ 2' 21" 3' 3 " LFTA 12' 2" 22' 3" 3}„ LFTA PLATES ° • e EIGHT 8d NAILS INTO S P 4 Kehl Design Associates,LLC e formerly D A K Associates,LLC LFTA 16 21" 17" 38�"16—lOd — 4200 1205 1400 5, 44, 85 STUD L)WNLRSHIP & USL OF UOCUMEMS: DOUG—FIR LARCH / SO. PINE oo MODEL L AVG 10d 10d x 1}" CODE Y FASTENERS2 ALLOWABLE UPLIFT LOADS These drawings and specifications including the NO. ULT. REF. LFTAI LSTA21 Q ° ' ideas, design and arrangements represented 10d 1od x 14" (133 / 160) (133) (160) L therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 ° ° DETAIL "K11 they have been prepared without written consent. ART "x12 00 ° LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 00 REV. COUPLER NUT DETAIL 11Ei1 STU 8 — DOUG-FIR-LARCH Equal number of �SIMPSON 02-27-23 SO. PINE CODE T TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nails In o° TAKE—UP WASHER ? 03-OS-23 MODEL CONNEC— OF LOAD FLOOR ROOF (133/ No. TION (100) (125) 160 each end Simpson Strong—Tie r 03-13-23 G 515 645 67D CS16 ART5"x12 LTP4 5 J 515 645 67D 6, 39, 97 DETAIL "H" H 1 515 645 673 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLIDOWN ART)-x12 STUDDEFLECTION DEFLECTION CODE MODEL AT HIGHEST MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. No. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY + BOLTS ALLOWABLE Oo GA GA HB SB W H B SO CL DIA"-e DESIGN LOAD DESIGN QTY DIA 1}" 2" 2�" 3" 32' 51" LOAD WHEN RAISED OFF ° 0 THE SILL PLATE 0 a HD2A 16 12 4a" 21" 21" 8" 2i" J" 1 J" F' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° t 0 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (16 0)' REF. SP4 3A" 71" —10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o N0. GA W L NAILS FLOOR (133) (160) REF. °o WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 coo MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA W L NAILS FLOOR (133) (160) REF. NO. Simpson Strong-Tie STU g"- MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A (LENGTH (1 00) (133 / 160) oc. TAKE—UP WASHER OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong—Tie CS16 15 114" 16 1 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 NOTED. FAILURE TO COMPLY WITH ALL NOTES 1 MODEL DIMENSIONS FASTENERS DN. DOUG—FIR LARCH/SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" § NO. GA W THB 10d 16d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW— h LUS46 18 3{" 1 4J" 1 2 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" COUPLER NUT HUS210-2 14 3d" 9,�" 2 — 8-16d 8-16d 6076 1755 2105 1— 1650 1900 2065 1, 36, 84, 122 DOUG—FIR AR H IN WA AD ART "x12 T' I S8 — FASTENERS UPLIFT LATERAL CODE SIMPSON V MODEL GA AVG UPLIFT (133/160) REF. O ULT. IM SON TAKE—UP WASHER TO RAFTERS TO PLATES To STUDS (133) 1 (160) F1165 940 F2 160 HGA10KT 14 4—SDS1"x12' 4—SDS1"x3" 1523 435 435 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, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE 8d NAILS THIS MINIMUM OF S P 4 TWO requirements with such agencies prior to construction. CNW— SIDE OF TRUSS. COUPLER NUT S P 4 PROJECT: TOTAL FOUR /• m SE A MINIMUM OF Sd NAILS TWO Sd NAILS THIS MTS16 SIMPSON 8-- ANCHOR BOLTS LSTA21 SIMPSON MTS16 $" INTO TRUSS. SIDE OF TRUSS. TOTAL FOUR /. m HD2A TAKE—UP WASHER Strong-Tie 5 8d NAILS INTO TRUSS. LSTA21 HUS210-2 S I L A N ® MOTEL LZ TWO F1 8 AILS TO PLATES 1220 SILVERMERE ROAD °°®° TWO EIGHT ° o 8d NAILS 8d NAILS ° INTO DETAIL A GREENPORT, NY 11944 INTO t1 It STUD Simpson Strong—Tie PLATES °mo H7 EIGHT IN NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" BUILDING 26 & 27 STUD Simpson Strong—Tie m H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-13 LFTA LFTA Ridge Strapping DRAWING TITLE: • °° °°°°•° LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 - CHARTS & CALCULATIONS 3•• THROUGH ROOF 1 -0" DEEP POOL x 4' DIA =-12.58 cu.ft. per vertical ft. st FLOOR i 1'-0" DEEP POOL x 6' DIA. = 22.3 CU.ft. per vertical ft. 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 •• 3 170ST1Na 3 . ROOF AREA = 738 sq/ft CALCULATIONS AND I LTP4 V = A x R x c PLUMBING RISER DIAGRAM MIEV B"'"M 2 IXIsnNO A = 738 sq/ft LTP 4 uWB BA7t as 3' 2•• 3 2 R = 2" RAINFALL = .17 ft I LTP4 3., 2 . 2•• C = COEFF. = 1.0 NOTES: DETAIL "C" F�ooR 2 2•• 2 1 �t FLOOR V = 738 x 1 X .166667 = 123 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE z' DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Simpson Strong-Tie 3' 3' 31• 3•• PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3•' A F.A. VENT 6•• 123 42.25 VERTICAL FT. FT - 2.91 U.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 Floor-to-Floor Connections —ABOVE GRADE — DETAIL "B" Ridge Strapping c.o, a•�.o. / DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4Detail U3" 3" 3' TO SCWA APPROVED USE (1) 8' DIA. POOL 3-0 DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie PLUMBING RISER DIAGRAM (NTS) OR SEWER SYSTEM 123 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections / 22,3 VERTICAL C L -FT. / FT 5,52 V,F, SEAL' DATE' ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (2) 6' DIA. POOL 3'-0 DEEP = 6 V.F. PROJECT NO EMBER, 09 2022 ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION DETAILS OF Ntp 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOLS TO BE PLACED ON OPPOSITE SIDE OF c�'<<'' 0� �'p DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF ,o� cn , �o �' BDK NEW YORK STATE HOUSE AND/OR LEADERS TO BE PIPED TO ,��f oy � " .,1� * CHECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �'- COMMERCA� CONSTRUCT ON DETAES .oSHEETNUMBER: NO SUBSTITUTIONS P SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION), 8- All framing hardware shown on these plans, unless otherwise Indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD £SS1oNP��`� G� 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 WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETAI ES IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractor HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION © rDESIGN•ASSOCIATFS, uc performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL. %A 1'-61' % `i �lii J� LIIJJEII �� 18'-9g' 18 -98„ %MIA I �I 1111� A rNIS, D KEHL DESIGN ASSOCIATES 2011,201 Ol ,*' 01 residential & commercial design . consulting I I 1'-104 15'-82 I I I r � P0,Box 1675 phone, (631)433-9084 ell Southold,New York 11971 E-Mail: sslon654optonline.net 2032 21032 21032 21032 4" 4" 4" 4" 24"x 38" 36"x 38 36"x 38" 36"x 38' DBL Hung DBL Hung DBL Hung DBL Hung ———————————————————— `t —J L __J L— - —-, ' Kehl Design Associates,LLC a formerly D A K Associates,LLC -5" -- 10'- a>, 15'-7" 2' 1 -4' 32„ I ------------------- ---------------------------- --�-------� I OWNERSHIP & USE OF DOCUMENTS: a Micro � —-- _ � I co I NO Sink Ref. EXISTING ` I E E I I These drawings and specifications including the EXISTING N EXISTING BEDROOM NGL �I I I ideas, design and arrangements represented BATH 00 Tn Ex. 2" PC. Slab Ex. 2" PC. Slab Ex. 2' PC. Slob therein, are the property of KEHL DESIGN a Ex. 2' PC. Slab o 0 1 1 KITCHEN �� E E 1 0 ASSOCIATES, LLC, No part thereof shall be N 1„ 1„ 4„ 4„ a E 3'_24 _L-2' 54. I o' � 8 U 4" 4" copied, disclosed to others or used in connection xa0 00 � o o with any work or project other than for which - EXISTING t Mme= I a 0 = I o _ I they have been prepared without written consent. M N r o Nm I -44„ 0 -41 -----6'-44„ U 7'-01„ 7 -02„ o EXISTING BATH o 1„ 4M5' 1 ria r"'t 0 Existing Existing 0Existing Existing �2 -74 4 u7 1 o I 8" CMU. Pier 8' CMU. Pier 8" CMU. Pier 8" CMU. Pier I O a 95" C.H. DINING I 95" C.H. 2 I I I 1 REV. `N I I EX.(3)2x8 EX.(3)2x8 EX.(3)2x8 ( ) EX.(3)2x8 EX.(3)2x8 I `t 11-25-19 AREA �� '`� I I E};. 3 2x8 C� EX. 3 2x8- - EX. 3 2x8 - EX. 3 2x8 0 birder - - -� Girder - I 1 03-01 -23 ') (0 I irder w - birder Girder Girder N Micro I N o oI o r- I I Existing Existing 0 Existing Existing I 03-06-23 Q = Ref. Sink ro c 00 C �� EXISTING 4 5 I I 2'-0"x2'-0"xl'-0" 2'-0"x2'-0"xl'-0" 2'-D"x2'-0"xl'-0" 2'-0"x2'-0"xl'-0" CD I I M^�= o EXISTING EXISTING °N o x= i I o Concrete Footing Concrete Footing o Concrete Footing cv Concrete Footing I �_x� ; =� DINING ;' EXISTING Nim I I N m BEDROOM N LIVING x _ I Ex. 2" PG. slab W Ex. 2" PC. Slab w C!, 95" C.H. ROOM AREA "' KITCHEN i i `° I �xml 21'-6' 95" C.H. I Ex 2" PC. Slob `� cv I X Ex. 2" PC. Slab Li w I I I ' 1 DB2L10H42 21042 21042 3068 36"x5 --- ---- I Ir---- ---------- `t ------- �- „ -- U 0" 36"x 50" 36% 50" 36"x 80" DBL Hung DBL Hung Door EXi ` L___ — ———--------7'-8UTIN 14 4 I N I 21032 3068 ROOM 0 M L____- II 21042 N ------ ----- ------ ------J '1 I J 36"x 38" 36"x 6Door0 36"x 50" I I DBL Hung DBL Hung L L-4' A � B C WORK NOTES: 01 01 01 D 01 >-44" 5'-4" 4'-04" 8 -0i„ 7'-9„ 19 -84 21'-9z"ll 1'-61 19 -84 21 -92" EXISTING FLOOR PLAN UNIT 26 27 -6 " SCALE: 1/4"= 1'-0" EXISTING FPLAN_ SCALE: 1/4"= 1'-0" PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STAR_ s ALL HEADERS ARE TO BE (2)1 4"X 74" LUL (UNLESS OTHERWISE NOTED) 1'-64" 4'-75" -43" 22'-3g" 8' -2g" NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 BUILDING CODE OF NEW YORK STATE Acceptance of these drawings does not authorize the right to A e C 7�> build without the authorization of local governing agencies, such NOTES: 01 01 01 as Suffolk County Dept. of Health Services, Town Building (10 Provide Insulation Baffles as required at Soffit Departments, DEC, FEMA, etc. Verify all conditions, codes, and Locations to Provide for proper attic ventilation requirements with such agencies prior to construction. ® 20210 210210 210210 Provide R-49 Insulation in all Flat Ceilings as per 24"x 36" 36% 36" 36"x 36" 2018 IECC International Energy Conservation Code DBL Hung DBL Hung DBL Hung Replaced with Replaced with Replaced with rePROJECT: 0 Ice and Water Shield to be used Beneath any damaged roof 244DH3030 244DH3030 244DH3030 d shingles or areas of repair on the roof ® Provide Simpson Tydown or Hurricane Strapping to the rafters 8 -5 10'-34" 15'-5" 2, -4" .41364 LRAIE F;';" 3 A KI DS 32" at all locations of the Interior that are Exposed during the 5Z removal of mold or deteriorated interior surfaces. N i 1'_1" N N _2 ® Provide 1x6 Azek or Equal to all locations of the fascias that BATH W, N a- 3 " EL are repaired due to Mold or Deterioration. 1 10 .1't 1" r ® Blue Skin House Wrap or Equal to be Used Under Siding for All "�`° 3 N 2 -32 -� ° '3 Locations Repaired BATH o x= 1220 SILVERhERE ROAD m Remove and Replace any Insulation that shows signs of mold Sink B E D R 00 M B E D R 00 M —7 " N .N GREENPORT NY 1194�4� „ 1 or deterioration with R-15 Insulation 2 74 I 31" DE6/cOR 5 Co ® Remove and Replace any Siding that shows signs of deterioration ri co/cD 2 Ma with New Cedar Wooden Shingles - F DE OR �N BUILDING 26 & 27 n SITTING ' `0 ® Remove and Replace any Sheetrock that shows signs of mold ° a o L 5 "�-�—�5'-71 SCTM # 1000-47-02-13 o or deterioration with New 8" Type "X" Fire-rated Sheetrock o AREA ; _o x= o o�x= o I NM�� 2'-61"�3'-61"-'_91J,1 ' SITTING I NO0 �N DRAWING TITLE: 7 J a� in 2 —10 " 211 1' 1" EIRE r\,REA FOUNDATION AND �49EXT FIRST FLOOR PLANS ALL COMBINATION SMOKE DETECTORS -I r, I 9OF BUILDING 26 &27 1 0 '- 4„ r7 210310 210310 3068 Door v AND CARBON MONOXIDE DETECTORS I EIRE I 36"x 48" 36"x 48" A10 S NOTED ARE TO BE CONNECTED WITH A CENTRAL I EXT N 1 DBBL L Hung DHung I o Replaced with Replaced with00 0 MONITORING STATION AND TO BE 0 N MONITORED CONSTANTLY AS PER THE 210310 3068 210310 i 36"x 48" 36'x 80" 36"x 48" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2020 BUILDING CODE OF NEW YORK STATE DBL Hung Door DBL Hung DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Replaced with Replaced with PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 244DH3040 244DH3040 FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL INTERIOR FINISHES ARE TO FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. A B c D COMPLY WITH THE 01 01 °1 °1 -SEAL: DAIE: 2020 BUILDING CODE of DECEMBER,14 2021 NEW YORK STATE PROJECT NO: 1112-2021 3'-1 14" -44" ' " PO ` DRAWN BY:-927 -9NA 19'-84" 21'-9z" C-D o��, J. C(} 0BDK �. O — FIRE EXTINGUISHER 1CHECKED BY: '-6a" � %�. � � RB '11, "21 CLASS ABC, 5LB, 2A: 10B: C SHEET NUMBER: AS PER TABLE 906.3(1 ) FIRE �,.• �1. w EXTINGUISHERS FOR CLASS AWALL TO REMAIN FLOOR PLAN UNIT 26 & 27 o�is�. 0 �� `� 00.1 FIRE HAZARDS BASED ON, � WALL TO BE FILLED—IN IONP�' A10 I LIGHT, (LOW), HAZARD SCALE: 1/4"= 1'-0~ OCCUPANCY DOB NUMBER: O _ _ ] WALL TO BE REMOVE © KEEDESIGN•ASSOCIATES,uc J LLL EX Ridge Vent KEHL DESIGN ASSOCIATES LIJJ_LLIILLWLl1 u J L�I SLI I�� U ��1LJL�LUJ lJLW1J1W1J1LLll Lill IIII III. LILL uiiiJ1 I L lJ LJ lI I! I I ill lij-iL; 11 zx4 Ridge Tie-Down EX.2x6 Ridge t�U�ULLI_U11LL1i_111-111 �_L1 J LJ1J��L�1 III f Ex.Ridge Vent �J WL1L LLJILJ�LLu L I�I Lt LI EX.2x6 Ridge residential & commercial design . consulting LLLJI_�1 LLu �LI uLl I I L LI H I1 LI IJL 11J_I �I $" CDX Gusset Plates LL1Lll L �LI LI I�u ICI LLjJ LL1J u ! �I II LI �1 I IUJ L1 II _LI 1 II L 3„ n" CDX Gusset Plates CDX Gusset Plates �� I�LLJ ISI Ex 2X6 Rafters - 16"oc, ;" cox Gusset Plates v II 2x4 Rafters - 16"oc. P0.Box 1675 hone; 631 433-9084 L I I U I II L_ 12 p �I II LI I�_TL_ II L II II III III II II I�iu�1 Ex.4" CDX Roof Sheathing y Air Baffles m Ex. 4 CDX Roof Sheathing 12 Southold,NewYork 11971 E-Mail: ssbn654aoptonline.nef m Ice and Water Sheild ® Ice and Water Sheild y Air Baffles m GAF Architectural Roof Shingles GAF Architectural Roof Shingles m Air Baffles 3" CDX Gusset Plates 2x8 Ridge Kehl Design Associates,LLC o formerly D A K Associates,LLC JIIllLaL R-30 solation q `sem 5 "jiJ%�/l/lIT%"�'r��' /7/ 7- //"�'��%'' II , m Air Baffles a Type "X" Fire-rated OWNERSHIP & USE OF DOCUMENTS: I L1 IIII ® Simpson Tydown ® Simpson Tydown Sheetrock 0[t ° fflffl EX. 2x6 16"oc. C.J. 4" CDX Gusset Plates ULLL22 !2m 1x6 Azek Fascia I m 1X6 Azek Fascia These drawings and specifications including the LLLiLL ! R-45 Insulation R-19 Insulation m R-19 Insulation mypXFire—rated 2x8 Sub Rafters — 16"oc. ideas, design and arrangements represented Ex.Vented Soffit—J Type " " Ex.Vented Soffit-� therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No art thereof shall be Li Ex.(2)2x4 Top Plate _2" -g1" 3' Sheetrock ® Ex.(2)2x4 Top Plate u" CDX Gusset Plates copied, disclosed to others or used in connection Ex. a" Exterior Sheathing Ex. 4" Exterior Sheathing 5 q with any work or project other than for which 11. LLL I I II L LLJ_ L CLU- IULI ISL IUI " Type "X" Fire-rated - B Type "X" Fire-rated LLI IIII ILu_l l II II II Ll1 JAL 0 Blue Skin House Wrap or Equal Sheetrock a PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ® Blue Skin House Wrap or Equal they have been prepared without written consent. LI_ 0 Cedar Siding C1. -1 S I t t I n ® Cedar Siding Sheetrock ® Bedroom II II III II IJJi 1j1T�L1 1 I�� ILII Shower —°D THE 2020 BUILDING CODE OF NEW YORK STATE g L I I jI _L I I IIII Ii11L1111 II I I I,� I I I� i IUI I I ISI I I IIII 11 II �I I�IL11 I II I I ILLI I ISI I I I�LI_W I Ex. 2x4 slaws 16"oc. Area Ex. 2X4 Stud's 16 oc. -' REV. m R-15 Insulation Ex.2x4 Shoe ALL HEADERS ARE TO BE 2 1%"X 7"" LVL ® R-15 Insulation 11 -25-19 � ) 4 4 Ex. 2x4 Shoe 03-01-23 R-30 Insulation Ex.4" Subfloor Sheathing (UNLESS OTHERWISE NOTED) R-30 Insulation Ex,a" Subfloor Sheathing WESTEz 2x8 Box Beam Ex 2x8 Box Beam � 03-06-23 E LEVATI ® Ex.2x6 Sill X. 2X8 16"oc. Floor Joists EX. 2X8 16oc Floor JoistsEx.2X6 Sill X. 2X8 16"oc. Floor Joist Ex. Anchor Bolts spray Foam Box Beam Ex.(3)2X8 Flush Girder NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 Ex.Anchor Bolts Spray Foam Box Beam SCALE: 1/4"= 1'-0" Ex. 8" CMU. Pier--- Spray Foam Box Beam BUILDING CODE OF NEW YORK STATESpray Foam r' Ex. 8" CMU. Pier Box Beam EX. 8" CMU. Ex.B"Foundation Ex.2" PC. Slab Foundation Ex.2" PC. Slab Foundation NOTES: Ex.16%8" Con c. Ftg. Ex.16"x8" Con c. Ftg. Min. 3'-0" Below m Provide Insulation Baffles as required at Soffit Min, 3'-0" Below Final Grade. Ex. 2'-0"x2'-0"xl'-0" Locations to Provide for proper attic ventilation Final Grade. Concrete Footing Ex. 2'-0"x2'-0"x1'-0" Provide R-49 Insulation in all Flat Ceilings as per Concrete Footing 2018 IECC International Energy Conservation Code 4 ® Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof 14 " '-04 ® Provide Simpson Tydown or Hurricane Strapping to the rafters at all locations of the Interior that are Exposed duringj CROSS SECTION or surfacesthe CROSS SECTION C _� m Provide 16 Azek or Equal to all locations of the fascias that V L �LL II 11 1 1 11 LI `I L L IJJ LJ L11 LI IL J II III �1J U U LIU I U LI a ILi I JLTLJ UIIJI L�jJ�LJ-LLL1LJ 1J�W I ILE1II I LIJ ILS1J I I I LI I IL�11 WI I ISUH LI ILLLI I I I II IUI I I I II �11 LI I II LI II III III are repaired due to Mold or Deterioration.SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0 1 WORIK NOTES:O ® Blue Skin House Wrap or Equal to be Used Under Siding for All 20 L II I: I! II II Lu LJI�LL�LIJLILUJII�UJW-UJ CICU ll III IIII I I�� IL 111 II II III a IJ LIL11 II II III II_I L II II I LJJ ��fLJI LL1J L� LJJ ICI LJ1 II I I U �I I I II I I ICU i Locations Repaired � !_I LI_i I I IIII 'I LI I I I I L I I L I I_I I I I_I LJ LJ1 I I LLJ1 LIJ uJ�u D L I I I LI_ I I I I I I I I I I I III �I I I I I I I I I L I I I I I I I I I IJ I LJJ I IJ LJ� IIII ��I I ELI_ I I L_� I I�I I I I�I I I I LI IJ 1J�JJJ_L1J I I I I I I I I I I I I t lll_1ll II L11 II UI I! IULJ IL_ILJ UJ ICJ LIJ III U IL I U II I U L IBJ a IL_J11LLI L II LI_I II II tLl II tl I II L II II II II IIII II IIII II II LJ II LII II 1I II II II_ II CD Remove and Replace any Insulation that shows signs of mold II ( III U II LJ – L II I I I I IU I I TUU I II U II L Il _L II LI III LLIJ III LL1 L11 LJ LJJ LI III IJ LJ1 L h I D I D l U LI u U J a IBJ a IL LI I� IU I II L II II or deterioration with R-15 Insulation 11 III 11 11 11 �Lt��LJ LJJ�IJ LIJ l U U I I III V �IJLLLU LI III ICJ �� LTJ I u L11 ��LU L�1 LJ LTJ I LJ LJJ Lu U Il D SIJ UJ EL LI IUI li II Ili II LLJJ LLILJJ II 111�LJ UJ LLJ LJJ II II I IUI I ILII II L III LI II ll I II II II�uJ LLJ.I ILLI I�IJ I�Lu IL L ILIJ LJJ ICJ LJJ ICJ LJ� IIJ I) LSU II ILLI I Int ® Remove and Replace any Siding that shows signs of deterioration ll I III 111J LI III I U LI ICI U�II IL i Lu IJ ICI LLLi LI III Ul U ��I L L 11LJ11L�1 III! III I I ! L I ! II LI I I IL_LLIl1' ! ,!, II ICJ I IULJ I IJ-��U LI_LI � II I I � II I IL_� I IUI I I I I with New Cedar Wooden Shingles ® Remove and Replace any Sheetrock that shows signs of mold _ 11IULJ IL L IULJ LJJ II I LLL L U Ltl IUI III IUI ig' " "I or deteroration with New ype Xire-rated heetrock I � i , — LJVI I III IIII ! II LIIII� II III VIII I LL III III LI II IIII II III ALL COMBINATION SMOKE DETECTORS 1111 II II II Ul LL�LI II U U U U H I�I II II III U II III AND CARBON MONOXIDE DETECTORS ll 11J11 LLLL1 J L L LLU I I U ! I 1 J LI I I I II IL II II IL L ICU IUI IL L IL LI IL II IUlWI1.11-111J1 _II IIII ARE TO BE CONNECTED WITH A CENTRAL _11. 11 11 L LI JUI f IL1 IU I IUI IU IL L TUU IUI IUI 1 LI�IJL MONITORING STATION AND TO BE fl_ ll�_I Il_l1. _L111_ - L1.U_ CI _LL11 1Lll I 11 J1L 11_1 IJ LJ ILL J1 1 MONITORED CONSTANTLY AS PER THE 2020 BUILDING CODE OF NEW YORK STATE EASTELEVATION ALL INTERIOR FINISHES ARE TO Acceptance of these drawings does not authorize the right to COMPLY WITH THE build without the authorization of local governing agencies, such SCALE: 1/4"= 1'-0" 2020 BUILDING CODE OF as Suffolk County Dept. of Health Services, Town Building Ex, Ridge Vent NEW YORK STATE Departments, DEC, FEMA, etc. Verify all conditions, codes, and Ex.2x6 Ridge requirements with such agencies prior to construction. " CDX Gusset Plates " CDX Gusset Plates r " CDX Gusset Plates , Ex. Ride Vent 2x4 Ridge Tie-Down fi3 ' CDx Gosset Plates g ,PROJECT: " CDX Gusset Plates — FIRE EXTINGUISHER EX.2x6 Ridge Ex.2X6 Rafters - 16"oc. a" CDX cosset Plates %`1 S Ex. 4" CDX Roof Sheathing 12 Air Baffles CLASS ABC 5 L B 2A: 10 B: C EX.2x4 Rafters - l s"ae. ALi+ 3" 12 Air Baffles(D S I Lill E ® Ice and Water Sheild EX. 4 CDX Roof Sheathing 7 7 1 A S PER TABLE 9 0 6.3(1 ) FIRE m Ice and Water Sheild I— GAF Architectural Roof Shingles 2x8 Ridge EXTINGUISHERS F 0 R CLASS A GAF Architectural Roof Shingles [Ti 0 a CDX Gusset Plates �� 3" CDX Gusset Plates R-30 Insulotion T L m Air Baffles r Type "X" ck rated FIRE HAZARDS BASED 0 N, 4 �u R-3D Insulation m Sheetrock @ a) Air Baffles ; Simpson Tydown �a„ CDX Gwset Plates LIGHT) (LOW) HAZARD ® Simpson Tydown Ex. 2x6 16"oc. C.J. m 1x6 Azek Fascia 2x8 Sub Roftgs - 16"oc. OCCUPANCY ® 1x6 Azek Fascia R-19 Insulation Q 5" Type "X" Fire-rated 1220 SILVERMERE ROAD Ex.Vented Soffit R-45 Insulation Ex.Vented Soffit—� Sh,efrock ® GREENPORT NY 11944 Ex.(2)2x4 Top Plate ” CDX Gusset Plates Ex.(2)2x4 Top Plate � � Ex.4" Exterior Sheathing Ex. 3" Exterior Sheathing ® Blue Skin House Wrap or Equal ® Blue Skin 4House Wrap or Equal .� BUILDING 26 & 27 Bedroom Sitting ® Cedar Siding e" Type "X" Fire-rated ® Cedar Skiing Shower Bathroom ; Area SCTM # 1000-47-02-13 Ex,2x4 Stud's 16"oc. SheetrockCD Ex. 2X4 Stud's 16"oc, 4 I ® R-15 Insulation 8" Type "X" Fire—ruled aDRAWING TITLE: IJ LL11 2x4 Shoe m R-15 Insulation Sheetrock R-30 Insulation 3" Ex.2X4 Shoe II a x.q Subfloor SheathingEXISTING X U I I I Ex. 2x8 Box Beam Ex.4" Subfloor Sheathing EXI TIN G Ex.2x8 Box Beam R-30 Insulation Ex.2x6 ACO Sill EX. 2X8 16"oc. Floor Joists EX. 2X8 16"oc. Floor Joists _LL1�J!ISI�II I I_L�tJ tL I II LL I II I Ex.2x6 AGo Sil' � FIRST FLOOR PLANS 11 IIII 1 L Ex.Anchor BOYS Spray Foam Box Beam EX. (3)2X8 Girder Ex.Anchor Bolts Spray Foam Box Beam EX. (3)2X8 Girder � AS NOTED II I' II Ex. 8" CMU, Pier Spray Foam Box Bea m Ex. 8" CMU. Pier Spray Foam I�� EX. B" CMU. Box Beam LLLLIUI11 II IUI IL LI ITL IUI ll LJ LU 11 L1 I1 I�I�L Ex. u CMU. Ex,2" PC. Slob Foundation EX.2" PC. Slab 1111 IUI_ IUI I�� II��II IJ IJ LLi u u II Foundation Foundation II JI IJDI EX. 16"x8" cont. Ftg. Ex, 16"x8" Conc. Ftg. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ICI Min, 3'-0" Below Min. 3'-0" Below DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Final Grade. Ex. 2'-O"x2'-O"x1'-O" L4g PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LL_LtijI I I 11 I�� I� ILLI III I ISL I� L Concrete Footing Final Grade. Ex. 2'-0"x2'-0"xi'-0° t FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE IJJJ ILLI U LJ1 ISH 1 I��LI II 1 II L II Ill L JJ-IT g 1ILu1IJ11L1 Concrete Footing DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR ��I. ILLLJ Ell I I I II_U_I I ILL_ I I � � LJ 1JJ L ILL IIII LUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT JJ LLJ' IL 14'-0 „ 4 _IJ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 16'-34„ SEAL: DATE: OCTOBER, 30 2022 1 � � PROJECT N0: SOUTH ELEVATION CROSS SECTION D ::� 135 -2022N r� DRAWN BY 3,NORTH ELEVATION SCALE: 1/4"= 1'-0" aBDK SCALE: 1/4"= 1' " SCALE: 1/4w �20 CHECKED BY: SCALE: ��2 0 SHEET NUMBER: 5168 A2 U00" 1 E ' h SIO, DOB NUMBER: OF © KEMDESIGN•ASSOMTES,¢c ,x s