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HomeMy WebLinkAbout49082-Z of souryolo Town of Southold * * P.O. Box 1179 0 53095 Main Rd Zf00UNn Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46784 Date: 01/15/2026 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 1400 Silvermere Rd Greenport, NY 11944 Sec/Block/Lot: 47.-2-15.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/17/2022 Pursuant to which Building Permit No. 49082 and dated: 04/03/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "As built" alterations, including outdoor shower, to existing motel cottage #102 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: 49082 06/20/2023 PLUMBERS CERTIFICATION: Pie ream Plumbing 07/27/2023 Auth i ed 'gnature o SUFFoc�G TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE Ca 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#: 49082 Date: 4/3/2023 Permission is hereby granted to: Silver Sands Hldgs I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #102 At premises located at: 14 ov 14-00 Silvermere Rd, Greenport SCTM # 473889 G s b-F Sec/Block/Lot# 47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 10/2/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $855.20 CO-COMMERCIAL $50.00 Total: $905.20 Building Inspector pF SO(/TyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Jamesh southoldtownny.gov Southold,NY 11971-0959 Q �yOOUNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Silver Sands Holding 1 LLC Address: 1100 Silvermere Road city:Greenport st: New York zip: 11944 Building Permit#: 49082 Section: 47 Block: 2 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Wilcenski Electric Electrician: Dan Wilcenski License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 11 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water X GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel X A/C Condenser X Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower X Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 8 4'LED 1 Exit Fixtures Sump Pump 1 Other Equipment: Notes: Build'Ing#102 Inspector Signature: Date: June 20, 2023 1100 silvermere bldg 102 Town Halt Annex. 41 Telephone(631)7654802 54375 Main Road Pax(631)765-9502 F.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD rf j u N 2 7 2023 Dr-PT, CERTIFICATION Date: Building Permit No. 0 Owner J�ra 5A4.� kj) > Lu— (Please print) Plumber:' r(JPL R-OkAe>k (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Oumbers Signature) Sworn to before me this day of 20_1�Z_ PAUL C CAPERNA NOTARY PUBLIC,STATE OF NEW YORI< Registration No.OICA6151160 Qualified In Suffolk County County lCommission Expires August 14,20� Notary Public, C County *OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] rULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL 16 Uvl l y [ l FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: O� `" ��� o Ltqoqgl Jag W.ao I IL 4 ,. gz�� 0 DATE Zl INSPECTOR SOGTyo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 G� 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 VIOLATION ( ( [ ] PRE C/O [ ] RENTAL L REMARKS: no l DATE �P �� ✓�� INSPECTOR oF souryo� # TOWN 'OF SOUTHOLD BUILDING DEPT. 631-765-1802 '-N SPE [ ] 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 REMARKS: O S dg oto DATE � INSPECTOR s t N. J. MAZZAFERRO, P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Construction, Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 - NYS Existing Building Code Section 603 Tax Info —Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO'S for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 I reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts— (R-11) Batts—(R-49) New. Walls - Exterior Batts.—,(R-11) Batts—(R-15) New Walls - Interior None Batts—(R-11) New Floors None Batts—(R-30) New Overall Substandard Exceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows -to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 4 r I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Lighting_. The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE 1 SPZEOF E Y O �4,j Z Fp NO 05709� AROFESSIONP�� 3 N. J. MAZZAFERRO, P.E. MAy 2 2 2023 PO Box 57, Greenport,N.Y. 11944 J­ Phone - 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page I of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings 1, LLC 1100 Silvermere Road Greenport,N.Y. 11.944 District-1000, Section-47,Block-2,Lot-14 Building Permit Number—49082—Cottage 102 Inspection—Framing On 4/3/2023, 1 inspected the construction at the noted location. The inspection covered the framing for the alteration to the existing structure. The areas inspected included the , first floors and roof of the existing cottage. The framing work included exterior and interior walls, floors ceilings and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. of Nicholas J. Mazzaferro,P.E. 0 b 0. 05 N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone - 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC 1100 Silvermere Road Greenport,N.Y. 11944 M AY 2 2 2023 District-1000, Section-47,Block-2,Lot-14 T:" Building Permit Number—49082—Cottage 102 Inspection—Rough Plumbing On April 3, 2023, I inspected the construction for the alterations at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System (DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV— System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation is connected to the existing system. All construction was done in compliance with the applicable sections of the IRC, NYS and Town of Southold Building Codes. 2—WS—System was fully exposed,pressurized and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. Note—The rough plumbing was connected to the existing water and septic systems which are part of the Village of Greenport master system Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC,NYS and Southold Town Building Codes. OF fh,y Nicholas J. Mazzaferro, P.E. . r p ° 05*7 AR�FESSIONP�� v N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 22, 2023 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road Southold NY 11971 Re: Silver Sands Holdings I, LLC -'` 1100 Silvermere Road MAY 2 2 20 Greenport,N.Y. 11944 , District-1000, Section-47, Block-2, Lot-14 Building Permit Number—49082—Cottage 102 On 4/13/2023, I inspected the insulation and caulking installed at the noted location. The inspection covered the exterior walls, floor and the ceiling/roof for the alteration. The inspection results are: 1 —Walls—Insulation provided and installed by general contractor. Insulation provided rated as R-15. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building- Alterations. 2—Ceiling/Roof—Insulation provided and installed by general contractor. Insulation provided rated as R- 23. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building-Alterations. 3 —First Floor—Insulation provided and installed by general contractor. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the 2018 IEC for Existing Building -Alterations. The insulation and caulking installation as verified by inspection is compliant with all applicable codes and conforms with the design specifications. The insulation provided was done in compliance with Section C503, Alterations of the 2018 IECC. Result—Based upon inspection of this project and to the best of my knowledge elief of: NEW and professional judgment, construction as installed complies with the plans and, ��� y0 applicable Codes of NYS and Southold Town Building Codes. V pd1311 0 0 Nicholas J. Mazzaferro, P.E. w� ' z OFESSIO Bunch, Connie From: Glew, Claire Sent: Tuesday,June 17, 2025 2:39 PM To: Bunch, Connie; Fuentes, Kim; Kreshon, Catherine; Lanza, Heather; McCullough, Lillian; Michaelis,Jessica; Nunemaker, Amanda; Sakarellos, Elizabeth;Westermann, Donna Cc: Webster, Kevin Subject: Merger Municity Good morning, I am sending all new number changes to all departments even if your department didn't have any information that needed to be moved. The parcels below have been merged: 47.-2-11, 12, 13, 14, 15 — Deleted 47.-2-15.1 New Parcel I have bulk moved everything to the new parcel ( except ZBA) I have also made a note in the comment section. Please review to make sure all is correct. Thank you. Ct&a r& GLemr Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 (0) (631)765-1356 (F) www.southoldtownny.gov claireg@southoldtownny.gov i Nunemaker, Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker,Amanda Subject: Silver Sands Amanda, I apologize for all of the confusion with this project. The Trustees do not have any objections to Building Department permits being issued for interior work on any of the cottages on lot 14. Hope this helps. Please let me know if you need anything else from me. Thanks! Glenn Goldsmith Board of Trustees i L " December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 10000470002000115000, 1000047000200014000, 1 O0004-R 0002f00013000, 100004700020001:?0010, 1000047000200009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers, appurtenances,and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at(631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, CLERK SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant INSPECTION REPORT DATE COMMENTS 4:ro t� FOUNDATION(IST) a Co P ------------------------------------- FOUNDATION (2ND) � `1- z o a ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. y STATE ENERGY CODE S 4 N FINAL ADDITIONAL CO MENTS CA 0 1 05,ao If 5 z3 yi Q 3 G, m Q - (c?tC ! 6 tul I-1'6!7 N • o � Y � y x E a x d ro H JoSSUFFOI¢�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT g°q Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 `.�y�o• �aa ` Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. qq,�, Building Inspector: ", } Nov 11522 Applications and forms must be filled out in their.entirety. Incomplete �= applications will.not be accepted. Where the,Applicant is not the owner.,an Owner's Authorization form(Page 2)shall be completed. Date:October 5, 2022 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC SCTM#1000- Project Address: Silvermere Road, Units 1102,' Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address:1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address: 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition BAlteration BRepair ❑Demolition Estimated Cost of Project: 20ther See Attached. $404,490.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes BNo IF YES, PROVIDE A COPY. B Check Box.After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance'of a Building Permit pursuant to the Building Zone. Ordinance of the Town'of Southold,Suffolk,County,New York and other applicable'Laws;Ordinances or Regulations,for the construction of buildings,. additions,alterations or.for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on.premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penai.Law. Application Submitted By(pri ame): L PCuthoriz/ed Agent ❑Owner Signature of Applicant: , Date: LAG �rL -Z-L STATE OF NEW YORK) it SS: COUNTY OF SUFFOLK ) RICHARD W. VANDENBURGH being duly Sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)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 day of J U N E ,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 oTown ,lof Southold Building Department for approval as described 'herein. Owner's Signatu4 Date ALEX PERROSX CONNIE D.BUNCH Notary Public,State of New York Print Owner's Name No.01BU6185050 Qualified in Suffolk County Z Commission Expires April 14, ? C Cn tti `t .'7RD' � •.4�6 'I'JfL'::'�AXffiT.7:7G'iR!'� �'.. dtiT�.7:R_61575!AP.8'rS.fC4tl92CCf1*1729:s:)ZXfv!dl'9Z,4M'7d@'tp9 ON BOARD OF SOUTHOLD TOWN TRUSTEES r� SOUTHOLD,NEW YORK - ? s PERMIT NO.10380 DATE: MAY 17,2023 •' ISSUED TO: SILVER SANDS HOLDINGS I,LLC PROPERTY ADDRESS: 1100 SILVERMERE ROAD%GREENPORT SCTM#1000-47-2-14 4 AUTHORIZATION =' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in =` accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 17,2023,and in consideration of application fee in the sum of$500.00 paid by Silver Sands Holdings I,LLC and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following;Wetland Permit for the two existing bayside cottages—westerly cottage 102: 444sq.ft. cottage with a { 67.lsq.ft.roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft outdoor shower with drain to drywell; easterly cottage 101:437sq.fL cottage with a 63.2sq.ft.roofed + + over porch, a 9sq.ft concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 20sq.ft - outdoor shower with drain to drywell; on the northerly side of the property within freshwater wetlands area of jurisdiction -the existing first southerly cottage 105: 555sq.ft cottage with an 80sq.ft. roofed over porch,a 9sq.ft r concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft outdoor shower with -'� drain to drywell; existing north easterly cottage 106: 550sq.ft cottage with an 80sq.ft. roofed over porch, a 9sq.ft. concrete pad for HVAC unit,a 12sq.ft.concrete pad with metal cover,and an as-built 24sq.ft outdoor shower with drain to drywell; second existing north easterly cottage 107:550sq.M cottage with an 80sq.ft. roofed over porch,a 9sq.ft.concrete pad for HVAC unit,a 12sq.ft concrete pad with metal cover,and an as-built 20sq.ft.outdoor shower 8 with drain to drywell; existing 315sq.fL northerly garage with 9sq.ft.concrete pad for HVAC unit; existing shed to be removed; existing northerly cottage 108: 730sq.ft. cottage with 9'sq.ft concrete pad for HVAC unit, a 12sq.ft concrete pad with metal cover, and an as-built 24sq.ft outdoor shower with drain to drywell; tidal wetland ! jurisdiction area/ground disturbance: total area: 10,200sq.ft.; place approximately 92 linear feet(f1,100sq.ft.) of sand walk path set back 18'at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of ' coir logs along landward edge of sand buffer; place approximately 8 linear feet by 6 feet(40sq.ft.)sand walk path r" continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a 5,562sq.fL Non-Disturbance Buffer area and an 8,597sq.ft Non-Turf Buffer area landward of the Non-Disturbance Buffer area; for the storm-water management on the westerly(#102)and easterly(0101)cottage,install:102 linear feet of drain lines to a drywell;for the first southerly cottage(4105)and first north easterly cottage(9106),install one ° 10'diameter by 3' deep drywell with 105 linear feet of drain lines to drywell;for the second(#107)and third(#108) north easterly cottage,and northerly garage install one 10' diameter by 4'deep drywell with 76 linear feet of drain + lines to drywell;and all planting and landscaping in accordance with Planting Plan&Schedule L4:08,L4.09,L4.10 3 q &L4.11;and as depicted on the site plan prepared by Edmund D.Hollander.-Landscape Architect Design,P.C.,last ; dated May 11,2023;and stamped approved on May 17,2023. INWITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and �- these presents to be subscribed by a majority of the said Board as of the day and year first above written. O�Ogul FAtIr 7 COD u ` .p r Glenn Goldsmith, President ®_s\�®f S®� Town Hall Annex r�/®� 54375 Route 25 A. Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 00 by r BOARD OF TOWN TRUSTEES JAN 1 3 2026 1 ..,:. TOWN OF SOUTHOLD t CERTIFICATE OF COMPLIANCE #2313 C Date: September 29, 2025 THIS CERTIFIES that the two existing bayside cottages—westerly cottage 102: 444sq.ft. cottage with a 67 1 sg ft roofed over porch a 9sg ft concrete pad for HVAC unit, a 12sq.ft. concrete pad with metal cover, and an as built 24sq ft outdoor shower with dram to drvwell• easterlv1cottage 101,.3 437sq ft cottage with a 63 2sq ft roofed over porch a 9sq ft concrete pad for HVAC unit, a 12sg.ft. concrete pad with metal cover, and an as built 20sq ft outdoor shower with dram to drvwell on the northerly side of the property within freshwater wetlands area of jurisdiction-the existing first southerly cottage 105. 555sq ft cottage with an 80sq ft roofed over porch a 9sg.ft. concrete pad for HVAC unit, a 12sq_ft concrete pad with metal cover, and an as-built 24sq ft outdoor shower with dram to drvwell, existing north easterly cottage 106. 550sq_ft cottage with an 80aft roofed over porch, a 9sg.ft. concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drywell second existing north easterly cottage 107. 550sg ft cottage with an 80sg.ft. roofed over porch a 9sq_ft concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 20sq_ft outdoor shower with drain to drvwell• existing 315sg ft northerly garage with 9sg.ft. concrete pad for HVAC unit; existing shed to be removed; existing northerly cottage 108: 730sq.ft. cottage with 9sctft concrete pad for HVAC unit a 12sg ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drvwell• tidal wetland jurisdiction area/ground disturbance: total area. 10 200sq ft.; place approximately 92 linear feet(=E1 100sq ft)of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of coir logs along landward edge of sand buffer place approximately 8 linear feet by 6 feet(40sg ft) sand walk path continuing from Lot 13 landward of buffer to frame building alongthe he edge of freshwater wetlands establish a 5,562sg.ft. Non-Disturbance Buffer area and an 8 597s .ft.Non-Turf Buffer area landward of the Non-Disturbance Buffer area for the storm water management on the'westerly(#102)"and easterly (#101) cottage, install f 102 linear feet of drain lines to a drvwell• for the first southerly cottage (#105)and first north easterly cottage(#106) install one 10' diameter by 3' deep drvwell with 105 linear feet of dram lines to drvwell; for the second(#107)and third(#108) north easterly cottage and northerly garage install one 10' diameter by 4' deep dEywell with 76 linear feet of drain lines to drvwell• and all planting and landscaping in accordance with Planting Plan & Schedule L4.08, L4.09 L4.10 & L4.11. At 1100 Silvermere Road Greenport Suffolk County Tax Map#1000-47-2-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 24, 2023 pursuant to which Trustees Wetland Permit#103 80 Dated May_17,2023,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the two existing bayside cottages—westerly cottage 102. 444sg ft cottage with a 67 1sq ft roofed over porch a 9sg.ft. concrete pad for HVAC unit, a 12sq ft concrete ad with metal cover, and an as-built 24sq.ft. outdoor shower with drain to dryw 11, easterly cottage 101. 437sq-ft cottage with a 63.2sq.ft. roofed over porch a 9sg.ft. concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 20sg.ft. outdoor shower with drain to drvwell on the northerly side of the property within freshwater wetlands area of Jurisdiction-the existing first southerly cottage 105. 555sg ft cottage with an 80sq ft roofed over porch, a 9sg.ft. concrete pad for HVAC unit a 12sq ft concrete gad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drvwell existing north easterly_cottage 106. 550sq ft cottage with an 80sg.ft. roofed over porch, a 9sgft concrete pad for HVAC unit a 12sq ft concrete pad with metal cover, and an as-built 24sg.ft. outdoor shower with drain to drvwell• second existi g north easterly cottage 107. 550sg.ft. cottage with an 80sq.ft. roofed over porch a 9sgft concrete ad for HVAC unit a 12sg.ft. concrete pad with metal cover, and an as built 20sg ft outdoor shower with drain to dry_well• existing 315sg.ft. northerly garage with 9sq ft concrete pad for HVAC unit; existing shed to be removed; existing northerly cottage 108. 730sq-ft cottage with 9sq ft concrete pad for HVAC unit a 12sg ft. concrete pad with metal cover, and an as built 24sq—ft outdoor shower with drain to drvwell• tidal wetland Jurisdiction area/ground disturbance total area 10 200sq ft place approximately 92 linear feet(f 1 100sg ft) of sand walk path set back 18' at closest point to tidal wetlands line; existing sand to remain; install±95 linear feet of coin logs along landward edge of sand buffer place approximately 8 linear feet by 6 feet(40sq.ft.) sand walk path continuing from Lot 13 landward of buffer to frame building; along the edge of freshwater wetlands, establish a 5 562s .ft. Non-Disturbance Buffer area and an 8 597s .ft.Non-Turf Buffer area landward of the Non Disturbance Buffer area for the storm water management on the westerly (#102) and easterly (#101)cottage install f102 linear feet of drain lines to a drvwell• for the first southerly cottage(#105) and first north eastern cottage (#106) install one 10' diameter by 3' deep drvwell with 105 linear feet of drain lines to drvwell for the second(#107)and third(#108) north easterly cottage and northerly garage install one 10' diameter by 4' deep dDnvell with 76 linear feet of drain lines to drvwell• and all planting and landscaping in accordance with Planting Plan& Schedule L4.08 L4.09 L4.10 & L4.11. The certificate is issued to SILVER SANDS HOLDINGS I, LLC owners of the aforesaid property. 4L 4&A Authorized Signature 101 2 .,�r�.rr �F iA� <t�- BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD � L Town Hall Annex- 54375 Main Road - PO Box 1179 f ` Q Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr .southoldtownny.aov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 9 _7 . Z-L- Company Name: ill c n s Electrician's Name: License No.: (`�Z�. /1'1 E Elec. email: W, Ic h S)c, e- e,-rr, 41 t2 4 oo. c o Elec. Phone No: 7 I- 2 3 p - 12- I&I request an email copy of Certificate of Compliance Elec. Address.: R a , Box 3 ) 5 S a- 44, I ) ,LI JOB SITE INFORMATION (All Information Required) S!-z�- Name: 44-6 1 J i S 1 L- G c- Address: 44dptyD .1-, / v� � - Cross Street: Z Z f Phone No.: V2. 3/P - D D 2-7 at Bldg.Permit#: 9 Vn email: Tax Map District: 1000 Section: L/7 Block: Lot: / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ,41)d w,�.��, I 1 r7 d 1 I I A # D2 r Square Footage: 3ir- Circle All That Apply: Is job ready for inspection?: YES©NO 7 Rough In Final Do you need a Temp Certificate?: ® YES❑ NO Issued On Temp Information: (All information required) Service SizeM,1 Ph❑3 Ph Size: ® � A # Meters Old Meter# ❑New Service[Fire Reconnect[]Flood Reconnect Service Reconnect Uffunderground QOverhead #Underground Laterals 1 2 M H Frame Pole Work done on Service? M Y r7vN Additional Information: �, S,zV n Gv► r� PAYMENT DUE WITH APPLICATION ----------------------------------------------- - 4^19i"N �a� ��A. ' BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO- -�,�� ® d PO Box 1179-Southold, NY 11971 0959 N ®d J'V Telephone (631) 765-1802 zz Temporary Certificate # ca Date 3 2023 Customer Name Electrician Name ( S Address 1 �()D :5) Vf,11_r ff'"t? Irt vK Phone oLaj g e-mail tJ e-mail �Ieej Phone License# 023 Size 1 —A Phase�_ Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y161 I AJ Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This v ion is v days fr the date above. Authorized by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ,... ro err .southoldtownny.eoy seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii information Required) Date: Z Company Name: W n s Electrician's Name: cv. W, a C,--n s it License No.: C17 Z-2,' , &I g� Elec. email: 0j, Ice s)i, e�I e,-s r'► Elec. Phone No: 7 I- 23 b `-z- ' 01 request an email copy of Certificate of Compliance Elec. Address.: P. a �,� 3 JOB SITE INFORMATION (All Information Required) Name: 5 4-y,­ 44-o l J i,, S 1 L- (. C- Address:1 S-) / vv r/ Cross Street: -2 Phone No.: /7• W , d D 2-7 L( i Da Bldg.Permit#:_I f to email: Tax Map District: 1006 Section: L/7 Block: e2 Lot: J BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ' S S�1 vi C- - C 11 �r►,� -f�f� tlh er r a v J end W, iI ) / P1a ., I I I n p Square Footage: Circle All Tha 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 Sizer3�1 Ph❑3 Ph Size: 0 '0 A # Meters Old Meter# ❑New Service0 Fire Reconnect OFlood Reconnect OService Reconnect 5ffunderground Overhead #Underground Laterals 1 M2 H Frame D Pole Work done on Service? MY RN Additional Information: @r i f� -r-� V) � _r rZV �4() !7 1 dl n !�►/ // PAYMENT DUE WITH APPLICATION PERMIT N Address: Switches*Vw, 11 Outlets' RA_ GFI's Surface 1 L 1 Sconces I I H H's l l UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo ✓ Cooktop Transfer AC AH Hood Service Amps Have Used Special: I �p Comments l 30 "tp A(A (J(4�er 1 ��� !!�o LL v SCTM NO. 1000-47-2-14 _ _ PUNPIE AREA IS AREA' • w• "OF NON-0ISTURBANCE; / ' HOLLA ER _�- WSF Lendaeepe Arcbiteete- YELLOW AREA IS AREA OF WETLAND: / •,� 5.142 SF OF NON-015iVRBANCE, 2.082 SF \' GREEN HATCH IS _ AREA OF NON-TUNE; 1218855E \ ' ARFA6AREA OFNON-0tSTUNBANCE: < \_ 2$16 SF SS LGT t4 SEenON t. BEFETI TO SHEET L-4.09 - MA7CHLP1ET0 LDT to - •.� "- � � IMTCHUNE 7D L0T 14 � �,I I_-a! \\ 0. \ LOT Ia S SHEET L 2. - REFER IG SHEET 4.10 '•' - •• I r'•5Ap1 I APPROVED BY exxzoD ,DO'SEBACI(GFDEC BOARD OF IdUSTEES �yy� ' '""•"` FRESHWATER WERAND. .t7J CC I " I.'AY 1 Z ZOZ3 x I1Mnanv®essoe oFtet® ,IANMGSVWAlkSI tPx2� 3 _ 1 TOWN OF SOUTHOLD DATE Southold li wn � � I.[• Mlk� 17L?_01� Board of Trustees ' 3 EDT, PLANTING NOTES: t4 ti MATONL1NE 70 LOT j _ _ � ew,.ra�,emmoe • en0 Pan"Pan"eRns ' bPmpm• rrr-e e,treei.+mbrekmn.ra SECTION 2 �"OTE:Tlv Iemore,ion - MATCHLINETOLOTt4 - - sshotptlyb my nslze Vlan�etqoom uNlemar �Fe,ss� Pm�ea�bPor4�s/b.cnmbbb --s -® . SECTION3 -I•. ,IeMSB,'w,NCle,Aafu' o"p0Nms"N 1��mee reremk®w n� _ -- • 3 1;�. _ I?MT O -`I the eaisbngEeaeR TOTAL AR EAS: •^•P�rvv+-reromkaomevmr,o.amu,em.t VlER.ANU AREIl 5./42 SF NOTE:EIls"A0—ft-w-rak4gClatldl G N�1+.sus.Ad+anoedr,rebeprrsawe.o—,-rA wMTE Ae3elkeCeM elVlelloeE. L nruo-ae.z nDrrerab.T+rde-r.w ..�/ .2I _ T_..� •I� J _ - " NON-0ISTURBANCE AREk 5.56E SF NOMAg ea Mall tmaz are to n!maln a rtvewmrc �9 M r.ebrmrain=m.ayn�rnbmak,rak.cPe.+n NON-TURFAREA:12.78&5SF �� AM�� �d opp.TnateoTonti0lion N,eQWW1E 1mns.otimera,A�Nm,r.ar"bsv.�yme.m..+v.-.. lAlID6GPEAROIRF.CfDt-!ICN.P.L. ePPrm-alban Tna,eea la nsrordl. �urmssr.rerw rr+Irr•-bm,gep._eg ® m J- npo•HNbarmVYbmmnrlrksrreYM mE �,I. er4��A.foewb..rawera.A�.,P-tl�P=-,Jdk, 'EIATR Tv'-eerb�.�bmoaonemrmrmrgr.•rkorkm,mr -r-I SBvm Sanda-PWd Sebedob W.OB rNr,rrrnorrM Ifx ON BOTANCA[XAME CQkBAQN NAME 5� COMDIf10M bP'���"--e��r9merp .. � -;,I..�" kespkrb Pkn.drays�r,"e..mky-Aapw�err,P.e"Rr Trtr. a m .r.b.ek.-"®'°"'>°bti°.."'"m SILVER SANDS " '`^• I_ - a'p.r9"skmpe.aekmrkNempmr,T. LOT I4 SECTION 3, i�..<- ARE + AalnmMl Swam AU a SV CaI 680 ��ti� �e���r�aa,ee�un 10C SE7BAOK OF DEC " REFER TO S1iEET L�.11 - p-•" I + - Amel®'S SNxs Cal age ptre ry b, �,�tryrry �g�m HOLDINGS I,LLC TIDAL WEIlAND '• '-I _ d`-1 - _ OBt 1 Quemu,YcoM' swam ml.Oak 1 $veal 1 me tryispae�rnrne.nsµbb-u-ene,-buyr Sbub� �"rP+t,�rw,•.s.-ede,.m®.,aaermwem _ - ontM/.>nmer tmaksWbnsRYa.>rar,evrn spmr Fa 11 FmA 1e11n1 DamfE m 1&2CTA,7Gb Cme g...„p r..,o,ti k- kmlor, lw.��eraxaniiaka HI It Hammes.ammb Qrak WitA d ss TO B5B �ma,ae,t.,,+.+ .rr. am.r�mk•* 7900 SRVERMERE ROAD \ I N 19 ubb TamM Pmnkb LS'Tae B6B c ^-br.me.,t�i R to Ie,eomoommam Camlal nmbb zum seal evn Rrerl a,s.A.�eyH.er,mn rKkc GREENPORT,NY Lo e10 5 Mti Nm® 7130-TAJGm Lm0 I1m+t,amn.wrenwiesr,a w.n.. saoevbmtPve - \\ LO 52 M Nava 0&3ETM CMe L r Fa.n,N.,b�r.r Pm.aee.f e.rcnelo -� 32 M Nmua 1248-Tell Cae kvb ps rA,a,9N.alta+,]+fren,wedaul,.taoo.v+• -epe •�. w 5 M e i— 4S TA LoM rkbealopan.Ye,-mespee. �°. I' ro B Pmbe elmmm•e e® Rm a Prrb xwo sGm em[ '� i°r°b eiee°^'°ek °°•" ""�-"trw. PLANTING PLAN& R. 51 Rma: a P..a.eRosa 5Gml ems ,�r,, r.ee„Mm.eek�r...P ea..,k. SCHEDULE-TAX LOT z wwn.n Mani Ammfoean tAkAveY DmmleBewunun aS Tee cem N rn,.m�...a.aa e-.rrw..r.lrPbekre.. -1 z vmunm amn[bnemman wmxke coweBaNlmanun 56'Tal ram a I.,o.r.m..r..r�.r.cbrvr,ae+mm..mbPAr 1000-47-2-14 A - \\ j �� � \� - Nn1 t vbsnvn enmLMlemusun ib�.sl DUAL'IdyVbunun &TTa B&B GREEN HATCH IS Pertmbb 6 Mnwh N P. O�n�.Mer"k,.bark.rn.Iiry.am!e)rmktaea,s.msm., \\ -AREA OF NON-TURF „5 — / 99 E' mt!Asemn' eam�rml 1Gal cull bbbim�r,4(ejnktrrr�awp w e�imrbt ,m,c.r ".AltslkNl l,� , s san vau --me 5% La0 �q Lb�mmm.wamSv.r0a4 smack, o®..EDN CD PURPLEISAREAOF G 5 145]Amm Av Srov- m soul Bead G.aae BR Lom a Ea�k k, .M,r.+r.e-ara.aearmwbn mk.nbayre w\E ',\\\ .f�"�\:.✓ aR ,BB OmmuMa dmamnmea Crmanm Fem 1Gal Cam a OS.H2OA L-4.08 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVIM011 of GIM1011111 ontol Narnllty,Roolon 1 SUNY air Stony Brook,50 G'CIO Road.Stony Brook,NY 11790 1):(631)444.03651 F:(631)444-0360 W4V4V,ti)1:+C';,ItV.fti.!V LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re: Application #1-4738-04898/00001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bulkheads greater than 100 feet in length, as shown on the survey prepared by Young and Young, last revised 5/17/2022, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map#720-552, are beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead, Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert cc: BMHP Permit Administrator File IrNRWVORIt 001)dIt111011t0{' �^-�. P,1�11n91nrrt tlnvlronlllunttrl SILVER SANDS 1400 SILVERIVIERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101, 102, 103, 104, 105, 106, 107 & 108 WITH RESPECT TO DEC, TRUSTEES, WATER &SEWER: DEC JURISDICTION—See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION—See Attached Letter from Kimack dated November 10, 2022. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS— Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For Each of the cottages,the work to be done includes as typical: •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. •Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. •Replace sheet rock and trim. •Repair or Replace screened-in porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: $4 4,4 .00 (28.7% F THE OMB ED STRU TU VALUA ON CH T 9,000.00) AS DE MINED Y C TIFIED VA ION OF NEWMARK VALUATON AND ADVISORY CO. SILVER SANDS HOLDINGS I LLC at VILLAGE of GREENPORT, TOWN OF SOUTHOLD Analysis of Southold Codes for ZBA and Trustees, as May Be Applicable. For your reference as we move forward, I have attached the relevant Chapter 280 Zoning Bulk Schedule and Density and Minimum Lot Size Attachments 1 -4 and the first two pages of the Zoning chapter for a resort Residential RR District. Scope: Phase 1 of the project is to restore the existing 21-unit motel in an RR zone with no additions and the existing fifteen (15) cottages on five (5) separate lots in RR zones with no additions. Although some, or all, of the existing structures may fall within the jurisdictions of Trustees and/or New York State DEC, it is the nature of the proposed improvements that may, or may not, trigger a permit application. JURISDICTIONS AND PERMIT REQUIREMENTS FOR PHASE ONE I. TOWN TRUSTEES a. Tidal Wetlands: within 100 feet landward of tidal wetland boundary or mean high water(MHW)to closest point of either existing or proposed structure. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Trustee permit(s) not required where renovation or repair of existing structure (including roof area), where there is no increase to existing footprint. This would apply to both residential and/ or commercial structures. II. NEW YORK STATE DEC a. Tidal Wetlands / HWM: 300 feet landward of either tidal wetland line or HWM, whichever is prevalent and most landward. b. Fresh Water Wetlands: 100 feet from closest point to existing or proposed structure. FINDING: Tidal wetland regulations say "substantial restoration, reconstruction, modification or expansion of existing residential structures located 75 feet or more from most landward edge of tidal wetland or HWM lines does not require a permit. Exception: Does not apply to a commercial building (DEC considers motel a commercial building) within the 300-foot jurisdiction zone. In addition, the structure must be at least 75 feet distance from the tidal wetland or HWM line. If not, a variance request will be required. FINDING: structure within 100 feet of Freshwater Wetland would "most likely" require a permit (unless interior work only) III. SOUTHOLD BUILDING DEPARTMENT AS ORIGINAL INTERPRETERS OF CHAPTER 280 ZONING CODE I submitted the overall site plan and the individual lot surveys along with a request for an opinion to the Building Department as to what, if any, zoning variances may be required for the proposed Phase one restoration plan. I was informed that the proposed work (exterior and interior restoration) does not appear to require any zoning variances for either the residential buildings or the motel. Note: As we previously discussed, the Building Dept. has a policy to the effect that if the total costs of materials and labor exceed 50% of a buildings market value, then it is considered a demolition. This designation would then require the building to be in conformance with Zoning Bulk Schedule and Density Attachments Charts and, if not, file for variance(s). With each building permit application, the only additional requirement would be a submittal of the proposed window schedule. *This will help us bypass the 50% rule SUMMARY TO DATE: From the site plan information we have, it does not appear that the motel is within 75 feet of the HWM, so no variance would be required. But we need to verify that assumption, once Young and'Young has updated their survey to include the tidal lines and the flood zone lines. The only permit that appears to be a certainty is a DEC permit for the motel, as a commercial building within DEC's 300-foot jurisdiction zone. Just need the site plan for the motel lot with all the relevant information and distances to file for a DEC permit. Once closure has occurred, I can file within a few days. 111fichael,,11. A'Imack Al"FORNEYATLAW 11.0. Box 1047 Southold. N.Y.11971 Cell No. 5](5-658-6807 qriZ011.Det ............................. November 10, 12022 Michael Verity, Chief BUildirig Inspector Southold Town building Department 54375 Main Road, SOLIthOld, N.Y. 11971 Re: Silver Sands Holdings I 1400 Silvel-Illere Road Greenport, N.Y. I I 94zj Dear Mr. Verity; The intent ofthis lettel, is to apprise you of the effort made by Silver Sands Holdings I LIX, to conform to all applicable- codes as they, may pertain to the rehabilitatlori of the mote) and ("0tta&!e.S. I was enga0ed to address the rehabilitation plan dIld evaluate, the compoll,,11ts ()jape )I s to What jUr 11 all a . isdictions apply, both Town and State, and w-iich permits may be required to be in compliance. In that conte""t. .1 prepared my Analysis ol'the Southold Codes along with d i scussi oils will, 'Town individuals for if-II)LIL into their interpretation as to what permit(s) may ht needed. In addition, I also contactcd DEC to gain insight as to whether' Permit(s) are required. 'I'lle culmination 01'rily hiqUiry, was compiled in a summary analysis submitted to the 1-.[..c JaMN.1r),' of this year. A copy of my Analysis is attached 601-your review. sill'Ply wanted to emphasize that the L.LC has. fi-orn the beginning, been d g , Le b diligent. the Codes of the 'roNA-11 and State ill the application understanding theil-respollsibil.ity to abide by the in ol'the rehabilitation plan. Sill(,T'rel3 YOLII-S, Michael A. Kimack SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 589-5273 Au,ust 30, 2022 PREMISE: l 100 Silvermere I7cf, Greenport EiP: 2000689LI37 AKA Q3 Silvermere Rd-CA300087091 1 DEAR CUSTOMER: SG loin - C),44 a z - a`l Please be advised: Effective ,Tune 1, 2023, our fees may be increasing. To "loci: in" the current pricing your ,job must be released by May 31, 2023. For,your job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION �I As of December 1, 2019. all services are regUil•ed to sleet the attached specifications. Please review these carefilll} as all criteria must be met For the field tllspec,tlon to pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: l. 1:ees: Two 2" Domestic Tap& VaUlts(ri19,820ea $19,640.00 One 6'' Hydrvrt Line $16.200.00 Deposit $ 300.00 TOTAL DUE S36,140.00 2. Inspection request— 17esidential inspections must be scheduled two (2) weeks in advance, and are subject to the tinle constraints of our workload. Please plan accorcfin�gly. 3. Please complete the enelosed Private Hydrant Application (gold paper) so your hydralll application may be considered. 4. Customer Service Line ivleasurenlent Dorm (1'01-111 4215) — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installecl. 5. Service Linc Certification — Nfust be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installed. 6. Address verification — Plcase provide clocunlentation assigning the premise address and the eo01•dlllatlllg fax map number. 7. Private Hydrant Maintenance Agreement and I-ce: This will be sent under separate cover after you have had your hydrant. inspected. Please contact Lisa Cetta at (631) 56 3-5672 to schedule your hydrant iflspectloll. The fee will be$7250.00 per hydralil. Please mail all information to the above address. If you have any questions, please contact the New Service Department at (631) 218-1148 or via email newconstructionclerks(a7SCwa.conl OR Latosha at (631) 563-5641 or via email latosha.moselcy-ortir a-scwa.com APPLICATION FOR PRIVATE HYDRANT Application is made by: Alexander Perros Date: 9/6/2022 Company Name: Silver Sands Holdings I LLC Address: 1100 Siivermere Road, Greenport, NY 11944 Contact Person: Alexander Perros Contact Phone Number: 917 318-0027 Mailing,Address(if different): 1400 Silvermere Road, Greenport, NY 11944 Application is made for the installation of private hydrant(s)to be fed by ` inch tap(s). I understand that once the hydrant Fines are tapped, I will be billed quarterly (per tap)for fire protection per the current rate schedule. As of the date of this application,the current rate is $ Z� ' *9 7 per quarter. Please state the reason for requesting a privatehydrant; is this a personal choice, or are you being mandated to install per the Fire Marshal, Town code, State code, etc? If being mandated, please attach documentation to this application. Personal choice Please note: Private hydrants must be located on your private property, and are only for fire protection. Two separate,inspections required for a private hydrant: 1. The service line to the hydrant—contact Barbara Yatauro at 563-5669 to schedule. 2. The hydrant—contact Lisa Cetta at 563-5672 to schedule Once.the inspections have passed,the Private Hydrant Maintenance Agreement will be forwarded to the address listed above. Applicant Signature: Printed Name and Title: Alexander Perros, Manager SCWA Fcnti 0215: p�(r� �°°��,, ��,,��,,p;� Rov.101M SUF FOL , CO J?U'U FTV U'ti?C3 AUT,H2OROVY CUSTOMERS SERVICE'LINE MEASURRAIEN:TS i! 1 THIS PORTION TO BE COMPLETED BY APPLICANT OR.INSTALLER NAME Silver Sands.Holdings I LLC/Alexander Perros I(' TEI.ER!-lONE.NUMBER 9-17 318=0027 ,t PREMISES ADDRESS 1100 Silverrnere Road,'Greenport; NY.11944.. k! MAILING ADDRESS_1400 Silvermere Road, Greenport, NY 11944 ME AS.FROM 5&k S/IGS OUT; HOUSE LINE SERVICE LINE MUST BE MANHOLE ❑ POLE ❑ FRONT 1 'SOF.T K COPPER,ANE)/OR2(}O.PSL'[ASTIC: HOUSE ❑ LEFT SIDE ❑ SIDE :J 2 COPPER:INSTAL.ED;10:Pl?OPEdZTYLINE. 1 SERVICE INSTALLED:WITH MINIMUfv X-6`COVER.' o GARAGE . ❑ RIGHT SIDE L ` .GARAGE ❑ 4 COMPRCSSION FITTING ONLY,UNDEP.GROUND ft PORCH ❑ A5 SHOWN MFiR1CON CURB 5 INSPECTION BY 5.C.Ul.A:BEFORE BACICF.ILLING. HYDRANT OR STREET 6 BACKFILL WITH CLEAN FILL.NO RUBBISH;TREES,ETC:,❑ EXISTING SERVICE (_J �� 7 CUSTOMER'.SHUT OFF•,VALVE.INSTALLED AT POINT OF ENTRY OTHER �- CATCH BASIN (.,j INSTALLED BYE' i LICENSE HOUSE MLEPHONE-ft: _ OR D BU DATE.. ILDING . 1.-��-:T�- r a...M1.• ,»Y'j; sp °7K�",9' +ivsG�r arc rt.c ! THIS PORTION To BE COMPLETED BY S C WA,' d CA 9 s• STREET NAME DATE RECEIVED: STREET NAME: :,s`ER VICE'DEP COPY I 't SUFFOLK COUNTY WATER AUTHORITY SERVICE LINE CERTIFICATION I hereby certify that the information entered on Suffolk County Water Authority Form 215-Measurement Form is correct and complete and that the service line installation was completed in accordance with the rules, regulations, and requirements of the Suffolk County Water Authority and local plumbing code and was installed by the owner of the premises or by a plumber licensed by the municipal entity with jurisdiction over the premises. Name of owner: Silver Sands Holdings I LLC Premise Address: 1100 Silvermere Road, Greenport, NY 11944 TO BE COMPLETED BY INSTALLER (If owner installed,complete this portion) Owner signature: Print Name: Alexander Perros Date: 9/6/2022 OR (If Licensed Plumber installed,complete this portion) Licensed Plumber Signature: Print Name: Date: License Number: Please specify: ❑ I am licensed in the County of ❑ I am licensed in the Township of Business Address: For office use only: CA Revised 2/16/2011 ICEIILDESIGN ASSOCIATES,uc ,mHOMM 6 emmaebltivit7,•eow/�na } PO.Pa 1675 Ol e:(631)133-M sdmlolaHeNroh non I:.tAat ahn651cR•opNonfne,ret n 9— Z I cen nnomin uc. a�[nnowrm ua A �M These drawings and specifications including the )�2 �� D ®� ideas,design and oroperty enter represented �Vi therein,are the property e s re DESIGN B �r ASSOCIATES,LLC.others part thereof shall ebe c Z � copied,dlsdosed to others or used in connection TCrawl U t I I I t ^ with my work or project other than for which �QZ �r l� they have been prepared without written consent. C° Space 00 Room `° tom. Access In N M 03-26-23 Fill—in 03-20-23 Window 03-13-23 06-20-23 "6—,91 / C0 = / lto BEDROOM I \ / 1 BATH \� - 0 / WORK NOIFS; g ROOM \\ N Co BO (01I xlI zo N C DE .. NCR v 1 SIN /- L— N \ I I I I I / `-'� EO I 00 ---2x6 RidgLn e ----- I It ConcreteJUN 2 1 2023 Slab with v I \ Drain to �kV I Drywell x „Z—, OI I C)I I oI 1 LF) Ln ._ N /N O O O \ �.e....it..... DE , EV I I W NI I NI I NI Exterior D== Sh o w e r / SITTING _ \ Aa�pt�te DKse d amgs does not authorize the rot to / AREA "`� z \ Wb w lthe ath r¢o[en of local gorernug ogencies,sd as mk Eamty DepLad Health Services,Taen Wild / FIRE \ 0 rlmonts,DEG FEMA,etc.Verify al andtions,codes,and EXT 7 •remeonts with srdl agenda prior to construction. _ SHOWER o 244DH2846 U 244FX5646 �Id CONSTRUCTION TO a " t CONSIST OF 4X4 z SILVER SANDS AC POSTS WITH 2X4 L—,� „T� —,� N „Z—,o t N HORIZONTAL SUPPORTS N MOTEL 00 WITH 1X6 VERTICAL SIDING I „ SCREENED PORCH 1100 SILVERMERE ROAD GREENPORT,NY 11944 N CABIN 102 2668 SCTM#1000-47-02-14 SCREEN UKAWING 11ILL: DOOR CABIN 102 EXTERIOR SHOWER �F IN�'�y MODIFICATION Z9 VZ �`.r Z G'� �a C 0/v � a�M ME AN MnWk '�u F ME So K HEIZEw'w°.oAK DIE DlMMTf�x nDD M nX AiND DIOM All) EsauEr`I rm%MD'ERL ni , Ol—,Ol t ..£ �•'.-..: DES01 WIESM&ISWIES NO DI9DY FOR ao=DUE TO MMO"1 at „t0 I—, Z ',' t ltraS4EN FFLD Looms um Dt uaDONS 6AASE•D"WWTS Hal FDUMLT A[Ig0"M AS WIGUI 10 1NESE PINK W DATE: WATER VIEW _ L SEPEEM PROJECT N06ER: 09 2022 p ff\„ 0516 v 1135-2022 RAWN BY, esSOM DDH NECKED 6Y: SHEET NUMBER: FLOOR PLAN A101 SCALE: 1/4"= Vt 0" o MUM-S10wM us (1)UNIAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING 174E LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE 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 ADDITIONIAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(M 6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,, Riverhead, New York 11,101 tel. 651.1 -T.2305 fax. 651.-72-7,0144 a min®youngengineering.com �'", � III , � •l v 4��� � 4 �� Howa W. Young, Land Surveyor Thomas G. Viol ert, Professional Engineer ' Lot i r I / Douglas E. Ad ms, Professional Engineer f _._ ► ` ` - - _- _ _ Robert G. Tost, Architect - - - CMI- _ _ bert Stromski, Architect RC _ RCF I 7111 __ CMF ~ " _ ► I `�- _ ' _ Lot c - ► RCF I fir. SITE DATA > S ► '- - - - I F o SCTM NO. 1000-47-2-8 = 9,055 SQ. FT. no I " x ► ``' W ► * SCTM 1 NO. 000 47-2-9 = 10,351 SQ. FT. -� w or formerly 1 o r / * SCTM NO. 1000-47-2-10 = 2,944 SQ. FT. Douglas Dwyer&Eileen Dwyer o u I a ► now or formerly 3 o Thomas R. Shearin& SCTM NO. 1000-47-2-11 = / 37,912 SQ. FT. Lots , a �, I � Wanda Sue Shearin / = 22,339 SQ. FT. ► >` i FRAME I h FRAME 1 * SCTM NO. 1000-47-2-12 ' IPF 1 SHED FRAME SHED ► * SCTM NO. 1000-47-2-13 = 24,196 SQ. FT, �---______-: RCF a, SHED N89°53'40"E o a / N CMF 182.00' MPF IPF w° , * SCTM NO. 1000-47-2-14 = 70,070 SQ. FT. 1 1-~�--- 586015000" i 1 E 123.77' d MPF / * SCTM NO. 1000-47-2-15 = 88,340 SQ. FT, I >. 1 LU EDGEoFwppOS D4 I = Lot 4 I / LL o � � Ed for 1 - - 3 L °V W o o D s L j l ward Jrlow or formerly / urzenla Y I c Co Q� ,/ Jean f B V �-FRAME 77, � L , urden � � 1 _ SHED SCTM N0.1000-47-2-15 / r s r r ► - -_ _ ~ I SCTM NO.1000-47-2-14 �_7 Lots 1 J / NO" 1 7 r 1 °ra 174.98' ,�.;Y t- ��, ,r• � '� 1 CONC. h -1?, N A_. COVER N�a 6.0' G?c i z: a.:.r' . 5.:e.�t:.s.c. e�7 ► o F `�S SCTM NO.1000-47-2-8 Lot 6 I STpRgM q.3ti F22.1 18.1'ti 19,7>- 3 0 DI p� h MARS H i Q ME O v ti GAJ?q frl ► �'` -�, 1 CONC. GE STpNED�12WAY p '� N80-55'00,,VV o m coven w _ _ - - _ _ Jn 1 1 ti oV UO 24.6' - 187.21 1 I STONE DRIVEWAY ') .� o ti 11.0)' w yr COVER - N C N �8 0' ~19 ^II.O'' 4F a c '� Lot 7 01 I �C9 6.1 -6 ro of 0 ► OL 00 1cow 0 Jq� CS PLANTER o��'91 o COVER 5CTM NO.1000-47-2-9 `F' q 0- '0 W CONC. g ON 24.8' 01 1 i L O 0 CONC. 181m COVER a °^• 1> o LN- ► O p - - FRAME p.8 I COVER 0 ^. CONC ° o r- - -SHED I CONC. CONC. Quo O 4U' WA N8o 55'oo" CEDAR TREES O Z7 COVER COVER l_Q CMF ���F� ` - _ W N Q 001, 20>.17 - _146_n' o 3 11 � ` _ ---_>> _ _ _ Lot 8 i �• zbti�� �, �, � WDF --� `. .._. - � � IPF I FaP�OS ' SCTM NO.1000-47-2-1 I ► 1 t�o�V'Lbb �"ro ,, �1ti / ems, 8 N8 ° 5' 147 5 00" 9' STo 1 WDF WOODS 3ti ��, �� '0// 0C; 0 5 w Nr s6E ( O cv 167.76' - m bb SSnnl, 110 000 Y °Qs of 9 c°h ~ - -� . _- IPF ► 4�- i L l 14.5 L�P�yr CMF �C/ / �C IPF O CO) ' o pLJ L ,���JS�b1 LT �i / Pia I WV8 IPF k -a Lot 9 1 ,� �� 1.6' wMR 39. 3 00"E +1 xy' 16.5' STONE 189.49' I 1 v�\ I 1 WDF 0k �i 19= J2.3� N Q WALL STONE 149.66' ' i I r� 1 0 oCONC. 2.2'�''.,; �i, TIA1f.ER ;g �� 17.3' COVER w v ay WALL oa P p01 o w I CSW y� 1 ► 0.8'W WOFEWLOU WOODS 1 , /� ✓6oi�'/ I 10.3�j RO �U-4.3" r 20.4' a o 99.8' 19.6 1� i GE Of ' �P I N I N Lot 10 ED i� OP r 1 I 18.5' 17.9' I �13.2' N I I v 43.3' v P I N I CP CONC. N I I-- - � -- ` 28.4' I ,�/ 6.0' COVER M r- _ _ - - WOOD o l I 1F CSW DECK a15.8' i. 22.6' 1 CONC. I o o _ °° m 1 I oo 0 -N �36.3' to to 16.3' K I COVER ow Uj CO lamJ I Z „ SURVEYOR'S CERTIF CATION FRAME N NJ �O 0�0 h anal Lot 11 � ry a WMR __ 30.6___� 18.0 BUILDING 6.2' 1 ► - _ _�_ „_ 2.1Z I 12.5' u4 O 6 3.2' 0\ L? I i a Qy Z m 20.0' ;o in O I a O *WE HEREBYCERTRFYTO SILVER SANDS OLDINGS I� LLC THAT m U WOOD' N IV a S -� L t0 DECK a N N 1 m W �+ in THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE 19.r 1cJ 9, I ca 9.0' 3 :4 w I FOR LAND SURVEYS ADOPTED BY THE NEW YOR STATE S5p8ffQ[\1 OF I I LL - - p F RO 1 p. l °cs g I PROFE55IONAL LAND SURVEYORS. 0� 4- Jy °`t wIn 1121'o LU I - - - I 4N. O I o C<F . QaF O _-_ --- 8" z9.7' a12.7' 140'�� SCTM NO.1000 47 2 11 P t�O•. Y G g L ch 32.1' 1 tl "' CLF 18.4' Il �< 1 N s� Lot 12 3.1'E FRAME z , 0 1 FRAME If.9, F.Jd, 5�•��� �Gv Ni ► j 2 STORAGE O o _CSW y� o� BUILbrw I 1> 5.8' O". (-x� 1 m 18.4' L'� N , I O 18.22- .3. p in 1 12.7' 12.5' 0 1 0 0 I �2 45893 01 r I ' U CP T� M 1.8' WOOD DECK 1 IO^ N ' CONC• vJ l O I v, vJ I HOWARD W YOUNG,N. .L.S.NO. 893 CFO .�, LAND >. SCTM NO.1000-47-2-15 5CTM NO.1000-47-2-14 COVER 0 1 I O ► N j Lot 13 (� O V)1 20.3' 4.0 I o I SURVEY FO ► I o o CONC. O SCTM N0.]000-47-2-12 1 .. - j 1 '� o V) I N o I f) OVER 101 SCTM NO.]000-47-2-13 _ L v� a CS w 24T 1 / I _ - - o V) o FRAME o 3.6' 1 ` 26.0' o T - _ O BUILDING 5 i / I 767g WOOD DECK 3.0-12.3' 15.84= 15.6' SILVER SANDS HOL INGS I. � 1 ► L r - 304 E ° 569°08'29"W �/ I L.. - - 1 " V 2s C16 .r 9' 10.9' 29.15' ► 1 _ I cut Greenport, Town o Southold F 'a fRAME. 1. 24.1' CSW I o u - -.r_..__ _ `"'• gUIIDING o, FRAME o� t S 81 Z 1 161YV _ - CH ^? BUILDING^? 1 , 1 1 CONC.WALL 1 p 2.9' t 1 24.93 1 51.31 1 - Lot la `_ �4 3.0' 24.0' I , ° o Suffolk County, N w York Co 0 0 24.3' a 11.0' t �� l 1 1 �5.93 _ 5, 5$4 li 16 W z A I - �; s BUL AD 1O 7 m 1 CSW KH 1 ° �;ZQ�,W $' CERTIFIED 5 q RVEY N> o '14 , 72 5 TIE LIN ALONG APPROXIMATEHIGH E I ' `WDF~ 282' `�� l CWAV ` WAW �t // 016'So„� 5 WATER MARK AS LOCATED O 0/29/2021 1000 7 2 8 t I CON CONC I ' 1000 7 2 9 1.6'w WOOD � � P Lot 15 DECK N I 25�1, ,�W " LEGEND 1000 7 2 10 N I 279' °17 5� ° ,� 1000 N 7 2 11 I ` 3, �\ 60?-, �,� 573 N88 13 37 W try z CIC =CAST IRON COVER 1000 17 2 12 Z °' -� �� 7.23' 72°5�%1� 29.30 CE _CELLAR ECHIMNEY 1000 i 7 2 113 4 a 3 `� pR� ��� 5 56403 8'07"W CH i' < o V H DF I xb• ,�(7 CLF =CHAIN LINK FENCE County Tax Ma District 1000 section 26.48 tY p 7 Block 2 Lot 15 FIELD SURVEY COMPLETED OCT. 28,2021 o ,` ed oL �\ 7-B °,b9 CMF =CONCRETE MONUMENT FOUND a 3 L ��°1, A3• 501 CMS =CONCRETEMONUMENT PAVEMENT MAP PREPARED 5051 V%� CP =CONCRETENOV. 17,2021 Record of Revisions A� CSW =CONCRETE SIDEWALK DI =DRAINAGE INLET _ Vci EOP =EDGE OF PAVEMENT REVISION DAB .6- o°°�EP° 5°22 IPF =IRON PIPE FOUND o.6'E ��� (� G 5 MPF =METAL POST FOUND 5 G OL =ON PROPERTY LINE po°�r° Qo ��°2�,1$ RCF =REBA,R d�CAP FENCE 5 FOUND RO =ROOF OVER � WDF =WOOD FENCE 2�'•2'� o a °p'I 'I- cj�9 579051'17"1N WMR WATER METER WSF =W004 STAKE FOUND 25.99 WSS =WOOD STAKE SET 40 0 20 40 80 120 UTILITY POLE 4 1" = o = FIRE HYDRANT Scale: =END OF DIRECTION/DISTANCE JOB N0.2021-0267 _ __ DWG. 2021_0267 cs 1 OF 1 IN GENERAL NOTES: t SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION �g C N General Notes:T E C1 N T R C T R 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF A Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. I Hr 0i GENERAL NOTES: 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. 1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KERL DESIGN ASSOCIATES, tlC CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PC.Box 1675 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. phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 5. Erect and brace trusses in accordance to truss plate institute recommendations. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Souti New York 11971 1 ssbn654@opton line,net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC 9 formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, 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. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 CONSTRUCTION AREA. THE CONTRACTOR GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, ore the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. 8. Design values: copiied, disclosed to others or used in connection 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. with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fib 825 PSI C. HEAVY DROP CLOTHS. REV. V1 M 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 P 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. 0:2-28-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 03-05-23 Fv = 285 PSI 4. NOISE AFTER HOURS: 03-13-23 etd 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE FID 2600 PSI ,, MONDAY TO FRIDAY DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM A �/�n g 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES Lli AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE C',ONSTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OIR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED Fi THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC- OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES Li NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES i HARMLESS FOR Ai RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE' WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES Li HAkRMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKIMAN. THE USE OF THESE DRAWINGS 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES i SHALL TAKE NO RESPONSIBILITY FOR THE FLAN USER'S FAILURE TO CARRY OUT 6 SPECIAL SAFETY NOTES Im N,07 S 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 i 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 STRUCTUJRE. 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, Li 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 Additional RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY Certification TIME TOOWNER.BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES Li May Be Required. ALTERATION LEVEL #2) OR AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTION D ETAI LS_ THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WNTER ICE SHIELD CLIMATE ZONE SNOW )ESIGN FFROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH I TERMITE DECAY TEMP. MINT REQUIRED HAZARDS CATEGORY Ei��MERCIAL NEW YORK STATE All exterior lightinet 25 lbs/sqft 130 (mph) C SEVERE 3'-0" IMODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (IECC) I-Ist211Cd,replaced or TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA IS repaired shall conform DESIGN CRITERIA CONCENTRATED LIVE LOADS9 SECTION C503 ALTERATIONS APPROVED AS NOTED to Chapter 172 LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO /ASCE STANDARD DATE: _� - B.P.# Of the Town Co PRESCRIPTIVE DESIGN OCCUPANCY OR USE *Yf" ' (10 LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General FITE:- USES(s) AND OCCUPANCY CLASSIFICATION(s)) 9. Dining Rooms and Restaurants 100 m Alterations to any building or structure shall comply with the requirements of this section 'f:-:NT AT C503 and the code of the new construction. Alterations shall be such that the existing v,�)-11602 6AM TO 4r)M FOR THE USE OCCUPANCYY 10. Dwellings (see Residential) ACCESSIBUTY CONSTRUCTION DETAILS , *7OLLOWING INSPECTIONS: building or structure is not less conforming to the provisions of this code than the 1. FOUNDA70N - 717 MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS' AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code ­�U,3H - FR.AM;,,4G & PLUMBING TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of j. INSULATION I the existing building or building system to comply with this code. Alterations shall not 4. FINAL - CON�-,T'71,1710,N MUST TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 EMERGY CONSERVATION CONSTRUCTION BE COMPLETE �OP C.O. IJ,K CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITIO)N OF THE INTERNATIONAL ENERGY create an unsafe or hazardous condition or overload existing building systems. ALL CONSTRUCTION SHALL MEET THE Acceptance of these drawings does not authorize the right to , V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CONSERVATION CODE AND ASHRAE 90.1-2016 REQUIREMENTS OF THE CODES OF NEW builld withoutthe authorization of local governing agencies, such k EXCEPTIONS: The following alterations need not comply with the requirements for new YORK STATE. NOT RESPONSIBLE FOR as Suffolk County i Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERIi EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: DESIGN OR CONSTRUCTION ERRORS, Departments, DEC, FEMA, etc. Verify all conditions, codes, and PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK requirements with such agencies prior to construction, HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 O,i OPAQUE THERMAL ENVELOPE INSULATIONCOMPOINENT MINIMUM REQUIRIEMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration. COMPLY WITH ALL CODES OF WA1115 Wft WAU.5 BUUW SLAB�OWWDIE OPAQUE ITWUAL PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 CUMATE ROOFS ORAM _6� FLOORS ROORS DM , FEWMPATE 2. Surfaced applied window film installed on existing single pone fenestration NEW YORK STATE & TOWN CODES THE VERTICAL DISTANCE FROM GRADE ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ UNHEATED SUBS OPAOUE FIXED OPERABLE ENTRANCE PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 OTHER MIDOTHER GRADE C FRAMING DOORS FENESTRATION FENESTRATION DOOR assemblies reducing solar heat gain, provided that the code does not AS REOURED P,ND =�DITIONS OF 000% ILVERR' SA1`M' kr)S THE HIGHEST ROOF SURFACE 3 STORY 4 EXCEPT R13 require the glazing or fenestration to be replaced. -1 V-4�1" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 MARINE R-30 F"O FOR 24" 11.11-FACTOR 1.11-FACTOR 11,11­FACTOR 2020 BUILDING CODE OF NEW YORK R-38 R-3.8 d R-7.5 BELOW R4.750.38 0.45 0.77 3. Existing ceiling, wall or floor cavities exposed during construction, provided 71�1-3! �G'A,4F�_�, , Nroi IM STATE. GROUP R OR R-20 that these cavities are filled with insulation. �-E� AM I I OLD TOV,"N TRUSTE V MOTEL SHGC Si SHGC 4. Construction where the existing roof, wall or floor cavity is not exposed. S&11-1 H i. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN (NY)TABLE C402.4 li 02 Pi 0.2 Pi 0.2 5. Roof recovered. N"(.s' THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE BUILDING ENVELOPE FENESTRATION MAXIMUM 0.36 0.36 0.36 TOTAL HEIGHT FROM RIDGE TO GRADE 13'­1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED Si SHGC Si 6. Air barriers shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 0.2<10.5 0.2<10.51 where the alterations or renovations to the building do not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE CURATE ZONE 4 0.43 0.43 0.43 LOAD REQUIREMENTS. VERTICALVERTICALFENESTRATE SHGC Si Si alterations, renovations or repairs to the remainder of the building envelope. OCCUPANCY OR GREENPORT, NY 11944 LUMBER SPECIES AND GRADE SH j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN U-FACTOR Pi 0.5 10.5 10.5 JSE IS UNLAWFUL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE IFNED 0.58 0.58 0.58 CABIN 102 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUS ES WITSH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION 0.38 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF OPERAME NITHOUT CERTIFIWI SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER THE TRUSSES. FIENIESTIFIATION 0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ENTRANCE 0.77 ALL COMBINATION SMOKE DETECTORS )F OCCUPANCY DRAWIING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: DOOR SHGC Si AND CARBON MONOXIDE DETECTORS RETA111 STORNI WATER RUNOFF I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS -1110.2 0.36 MONITORING STATION AND TO BE PURSUANT TO CHAPTER 21313 GENERAL NOTES THAN 30 INCHES. Sli OF THE TOWN CODE. AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 0.2<Pli 0.5 0.43 MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL. NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. Si " �:. Pi 0.5 � 0.43 PLUMBIN0 NOTES,: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED �Wtr- EX. FIRST FLOOR 375 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. PF PROJECTION FACTOR ALL PLUMBING NEED THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE &WATER LINES I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ---------------- TESTING BEFORE COVEli PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD DONi AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR 00,11SIONS DUE TO UNKNOWN OR NEW BALCONY NA UNFORESEENFIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT LOFT NA FORMALLY ACKIIOWLEDGED AS REVISION TO THESE PLANS. PLUMBER CERTIFICATION ATTIC (HOUSET(,) NA SEAL: DATE: ATTIC (HOUSE)(b) NA ON LEAD CONTENT BEFORE SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA CERTIFICATE OF OCCUPANC V PROJECT NO: ATTIC (GARAGE)(a) NA SOLDER USED IN WATER 1135-2022 EX. UTILITY ROOM 14 sq.ft. " \ 1i 4­;r, EX. SCREENED PORCHES 62 sq.ft. SUPPLY SYSTEM CANNOT A\�_ �_0;1"1 -, I )_ DRAWN BY: EX. OUTDOOR SHOWER NA EXCEED 2110 OF 1% LEAD. %,v% J. co,,/ BDK CHECKED BY: EXISTING DECK NA NEW DECK NA COVERED NEW DECK NA SHEET NUMBER: EX. COVERED FRONT PORCH NA 71117 P COVERED ENTRANCE NA 0 POOL HOUSE/ CABANA NA G1 ACCESSORY STRUCTURE NA U, (a) WITHOUT STORAGE FIRE INSPECTIM REQUIRED BEFORE DOB NUMBER: OF (b) WITH STORAGE OPENING T) KEfEbDESIGN-ASSOCIATES,uc ­77 7, 7." 7, 7777 — TIE CONNECTORS SPECIFIED FOR CONSTRUCTION Sk SIMPSON STRONG USE A MINIMUM OF TWO 8d N Al LS THIS MTS20 LTS20 DCOUG-1-IR LARCH SU. PINIE UPLIF I SIDE OF TRUSS. C', PROVIDE (1) HCA10KT ON ALLOWABLE LOADS LOAD SIDE OF CEILING JOIST FASTENERS FAS1 AND ON SIDE OF RAFTER LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT Bdxl 1- CODE 8d NAILS �Ilz (133 160) 111 111 B Li TO AVG NAIL12 REF. INTO TRUSS. RAFTERS/ TO To ULT. o M_"14 PLATES STUDS ('13 3) (160) F1 F2 (133& o1v TRUSS SIMPSON -ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEBLDESIGN ASSOCIATES - I PROPER INSTALLATION PROCEDURES KIL) residential & commercial design * consulting H6 16 8-8d 8-8d 3983 915 5, 44 �1 tial_7 2 9 8-8Td399813 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ-xl2 LENGTH OF BOLT IN WOOD MEMBER TWO I - • :/ PO.Box 1675 phone: (631)433-9084 MODEL CA (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS INTO Southold,New York 11971 -Mail: ssbn654@opto1ne.net • NO. MAX. CLEAR ULT. LFTA� LFTA REF. PLATES E WIDTHSPAN L QTY �DIA 2" 21" 3" .3j" 2" 22" 3" 31" EIGHT--, — 8d NAILS 1400 5, 44, 8 INTO SP4 Kehl Design Associates.LLC a formerly D A K Associates,LLC 717 1205 STUD LFTA 16 381"16-10d 4200 21" 17- 1 1—1 DOOUG—FIR LARCH SO. PINE OWNERSHIP & USE OF DUCUIVENIS: 2 FASTENERS AVG 10d 10d x 11 ALLOWABLE UPLIFT LOADS3 2. ' CODE o These drawings cnd specifications including the MODEL L --- ULT. — I REF. LFTA * ideas, design and arrangements represented NO. 10d 10d . 14" 1(133 / 160) (133) (160) LSTA21 o o therein, are the property of KEHL DESIGN o ASSOCIATES, LLC. No part thereof shall be — o Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 oo o o HGA1 0 with any work or project other than for which MTS20 I 'x1 2 C� o. o DETAIL "K11 they have been prepared without written consent. 20 14-10d 14-10d x 11" 3116 1000 840 1 l000 3. 41, 128 ARTJ LST20 20 12-10d 12-10d x 112" 2383 775 720 720 3, 41 CNW- 5 REV. COUPLER NUT DETAIL "S" -STU 8 f number Equal nu o DOUG-FIR-LARCHI/ SIMPSON 02-28-23 SO PINE CODE TYPE OF DIRECTION ALLOWABLE LOAMS REF, specified nails in TAKE—UP WASHER 03-05-23 MODEL CONNEC- OF LOAD FLOOR ROOF ( each end NO. TI ON (100) (125) 1 •(116303)/ Simpson Strong—Tie 03-13-23 G 515 645 670 CS16 'ART5"xl 2 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "Iff" 0 J 515 645 �67 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS"" HOLDOWN'(DF/SP) (133) HOLDOWN ARTR-xl 2 — DEFLECTION DEFLECTION CODE T" LENGTH OF BOLT 2.3 AT HIGHEST REF. Is AVG AT HIGHEST MODEL MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY 4 W H B so CL ANCHOR ULT. ALLOWABLE LOAD DESIGN 0 0 0 GA GA HB SB DIA DESIGN8 CITY DIA 1211, DESIGN MEN RAISED OFF 0 2" 1 2 2" 1 _3- 1 3," 1 54" LOAD THE SILL PLATE 0 0 HD2A 16 12 4A" 22" 2J" 8" 1 2{" 1 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG DF / SP CODE W L i STUD PLATE ULT. (133), (16 0)' REF. SP4 3A" 7J" 1 Od x 1 J" —1 2917 735 —1 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL CA FLOOR REF. NO. L NAILS (100) (133) (160) coo WORK NOTES:LSTA21 20 1 21 16-10d 905 1 1205 1295 7, 40, 90 1" DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE MODEL CA F - REF. NO. W L NAILS (LUUH 1 (133) (160) Simpson Strong—Tie 1 100) -STU MSTA24 18 1 141" 1 24 1 18-10d it 1025 1 1370 1640 7, 40, 90 LUS46 SIMPSON TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE MODEL L - SPACING REF. TAKE—UP WASHER NO. END CA CUT LENGTH (TOTAL) HD2A (LENGTH L (100) (133 / 160) oc. OF ROLL) (IN A ROW) _ NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +351" 28-8d 1235 1650 2A" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS DIMENSIONS FASTENERS DN. DOUG-FIR LNRCH/SO. Pll E ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL — 7 ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA 8 HEADERS JOISTS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES wTH 10d I 16d ULT. (133) (160) 10d 16,d 10d 116d 1 Ood REF. ALL LIABILITIES ON THE CONTRACTOR. DETAIL 1711 LUS46 18 3 4J" 2 — 4-16d 4-1(6d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL Illfill COUPLER NUT HUS210-2 14 1 39 97 2 1—18-16d 8-116 d 6076 11755 2105 — 1650 1900 2065 1, 36. 84, 122 ART8-xl2 5,,— DOUG-FIR L AR PIN INE ALLOWABLE LOADS STU 8 FASTENERS UPLIFT UPLIFT LATERAL CODE SIMPSON MODEL AVG (133/160) REF. NO. GA ULT. TAKE—UP WASHER TO RAFTERSTO PLATES TO STUDS (133) (160) F, E F, I __ 160 HGA10KT 14 4—SDS41".1 12"; 4-SDS4"'.3" 1523 435 4,35 1165 1 940 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 USE A MINIMUM OF SP4 Departments, MA, etc. Verify all conditions, codes, and TWO Ed NAILS THIS CNW- requirements with such agencies prior to construction. SIDE OF TRUSS. COUPLER NUT SP4 TOTAL FOUR SE A MINIMUM OF PR(DJEC i: 8d NAILS TWO 8d NAILS THIS INTO TRUSS. SIDE OF TRUSS. MTS16 STU J.- LSTA21 MTS16 SIMPSON SIMPSON ANCHOR BOLTS TAKE—UP WASHER TOTAL FOUR HD2A Strong—Tie _RTR'xl2 8d N AILS < INTO TRUSS. LSTA21 HUS210-2 E ff Ito "OEL TWO F, 8 AILS TO PLATES EI TWO 8dGHT--�NAILS 8d NAILSII ° 1100 SILVERMERE ROAD IN TO INTO S DETAIL "A"STUD Simpson Strong—Tie PLATE GREENPORT, NY 11944 H7 EIGHT-" Bd flirt INTO NAILS DETAIL 1011 DETAIL 11113'" DETAIL STUD Simpson Strong—Tie CABIN 102 LFTA H7 Simpson Strong—Tie DETAIL "L" SCTM # 1000-47-02-14 LFTA 'DKAWING TITLE: ROD SYSTEM LFTA Ridge Strapping LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP SIMPSON WINDLOAD NOTE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 CHARTS & CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. re ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 3" THROUGH ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS 0 A 1 t FL_OCZ)R 1 st FLOOR 1 St FLOOR X cu. per vertical F ROOF DRAINAGE ROOF ROO ROOF AREA = 483 s CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM 2" 3" BATHROOM V = A x R x c 7' A = 483 sq/ft LTP4 1 t Ft-OCR FLOOR 2 R = 2" RAINFALL .17 ft LTP4 2 4** F.A_ VENT 6" NOTES: licit C1.0 ABOVE GRADE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL C.CZ) .1 _: TO 0 EENPc)RT VILLAGE SEWER SYSTEM V 483 x 1 x .166667 = 81 C.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE TO SC WA APPROVED PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie SEWERAGE SYSTEM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor—to—Floor Connections Ridge Strapping 81 42.25 VERTICAL FT. / FT = 1.92 V.F. DESGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail PLUMBING RISER DIAGRAM (NTS) USE (1) 8' DIA. POOL S—O" DEEP = 2.0 U.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong—Tie OR FORMALLY ACKND&EDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections, 81 / 22.3 VERTICAL FT. / FT = 3.63 V.F. '6 EA L: DATE: S ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6' DIA. POOL S—O" DEEP = 4.0 V.F. PRO JEEPCTT NO: EMB ER, 09 2022 ENGINEER TO HAVE A CAPACITY EQUAtL TO OR GREATER COMMERCIAL CONSTRUCTION DETAILS THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 1 135-2022 POOLS TO BE PLACED ON OPPOSITE SIDE OF DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF , 3 CC)A" 11 ko; _�_ BDK HOUSE AND/OR LEADERS TO BE PIPED TO \1 NEW YORK STATE 5 15CKED BY: POOLS (112 OF THE ROOF TO DRAIN TO EACH NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION Z DETAILS POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC EEI NUMBER: All framing hardware. shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). 05'r unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD No substitutions are approved or ciuthorized. sc Due to the relationships of framing hardware to (SEI/ASCE 7-22) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA G 2 the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT.hardware substitutions will render these plans ACCESS1131LITY CONSTRUCTION D ETA I LS [JOB NUMBER: OF _ IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the? installer/contractor assuming responsibility for the desiign and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL J(D KEHL-DESIGN-ASSOCIATES, performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, -22 4 r /%r T 4' 2'-6' /01 Q �_ - �EIUJ El RI — - #l��f III, MUM 2 3'-104" 102 1 10'-74" 13'-21 KEHL DESIGN ASSOCIATES" Existing residential & commercial design • consulting Existing Existing 4" PC. Slab 8" CMU. 16"xB" Cone. Ftg. � Foundation Min. 3'—D" Below Existing Final Grade. r 3�" 31„ Existing —__-_——- s"x8" Cone. Ftg. I I P0.Boz 1675 phone, (631]433-9084 C re.w U t t 1 s"xa" Cone. Ftg. 1 — I Min. 3'-0" Below r—— I Soulhold New York 11911 E Moil: ssbn654@o tonline,nel �p c0 Min. 3'-0" Below _—_.__ �p , Space Co Roo I Final Grade. I I Existing Final Grade. I Existing I I I bo p Crawl I I Foundation I I Room l N Kehl Design Associates, ACCESS N i� rn \ �ECrawg� 8" CMU. Utility I I SIN 33"x 54" J L Space_ L ————— ———— d L_ J L___ g LLC formerly D A K Associates,LLC r--- Access - - , M-1 24 16'-94" 4, 4 ` Existing These drawings and specifications including the CE o istin 16"x8" Conc. Ftg. ideas, design and arrangements represented g Min. 3'-0" Below �IN 16%8" Conc. Ftg. I Existing �N Existing Final Grade. I therein, are the property of KEHL DESIGN �1 Min. 3'-0" Below v 2" P.C. Slab c 2' P.C. Slab ASSOCIATES, LLC. No part thereof shall be Final Grade. I 1 'v I '° 'o I 32 l E E EXISTING E I copied, disclosed to others or used in connection on a, CRAWL SPACE I with any work or project other than for which BATH BEDROOM Existing o 1 they have been prepared without written consent. ° N 8" CMU. 7,-54, N 7,-54„ N 7'-64„ 1 I x 7l� —2" Foundation I I v m N ( I N I � __ ° � I Existing Existing R EV. "IN SIN a. :� I Existing o 8%16" CMU. �'� —4'f� o 8%16" CMU. F_� —4' °o Existing I `N O i u�O I 3 2x8 Girder Block Piers Block Piers I 3 2x8 Girder I03 x I - o on — I N on r I x I I 02-28-23 Lr) M_INI ° 2'x2'xl' Con. ° 2'x2'x1' Con. ° I 03-05-23 `D Footing L--J -� Footing L——J O �oo ,� �-2 X 2 I I 03-13-23 3g 00 I 17 '�:V I IV n -2 O O LO � I I °, 0 4„i 4„ Ln c c c N Existing V Existinq M 'IN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I x 2" P.C. Slob N .x 2" P.c. slob .X N I N N I w I w w Existing N THE 2020 BUILDING CODE OF NEW YORK STATE I I j� 8" CMU. 1 KITCHEN SITTING 1 I Foundation l AREA I i Existing I ALL HEADERS ARE TO BE 8" CMU. I I Foundation I I 3'-7" (2)1�/"X 74" LVL UNLESS L----- ------- ------ ---- -------- N I OTHERWISE NOTED 1 33"x754Z 66"x 54" SIN I r----- _ ------ - ---------- -- — -----It 00 NOTE: PROVIDE FIRE BREAKS I 1 Existing4'-7,' 3 -111 8'-2' 7'-1 N AS PER i I EXISTING._ 6"x8" Conc. Ftg. THE 2020 MIl- 23'-104" � I CRAWL SPACE Min. 3—0' Below 0j BUILDING CODE OF c i I Existing Finol Grade. 7 Ln SCREENED PORCH NEW YORK STATE 4' 4" 2" P.C. Slab I I I I a Existing I I `1s"xa" Corso Ftg. iWO�RK NOTES: 2668 L-------- - --------J Min. 3'-0" Below EE SDOORN Final Grade. A B 3'-62„ r,_23„—_2'-31 23'-104" 1 4" 12 -92" 23'-104" WATER VIEW EXISTING FLUOR PLAN UNIT 102 EXISTING FOUNDATION PLAN— SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" 23'-1 o4" NO WORK REQUIRED. 17'-44" 2'-6" USE EXISTING FOUNDATION A Acceptance of these drawings does not authorize the right to I B build withoutthe authorization of local governing agencies, such Crawl U t it i t 3 as Suffolk County Dept.of Health Services, Town Building C° co Room `° Departments, DEC, FEMA, etc. Verify all conditions, codes, and Ste_ Access N requirements with such agencies prior to construction. Fill—in Window / PROJECT: X\ 52 2 16 -94" 0 oBIEDROOMI L El'--IM, So t A IN11 LD% N // MOTEL o o O o BATH\� LID II CO �I " ROOM N E00 Dl 011 / o \ N DR N / " N 2' " ___ -" oo 1100 SILVERMERE ROAD —�6 Ric!ge 0 Ln / GREENPORT, NY 11944 'I' ALL COMBINATION SMOKE DETECTORS "" N —2 / `\ un AND CARBON MONOXIDE DETECTORS CABIN 102 T Q// co (o \��� ARE TO BE CONNECTED WITH A CENTRAL SCTM # 1000-47-02-14 W /+ii `NII ry l NII � \ `" MONITORING STATION AND TO BE MONITORED CONSTANTLY AS PER THE DRAWING TITLE: SITTING 23'-34" 2020 BUILDING CODE OF NEW YORK STATE PLANS AREA FIRE �\ EXT CABIN 102 0 244DH2646 0 244FX5646 AS NOTED N N 00 4'-714 8'-2" 7'-1 ALL INTERIOR FINISHES ARE TO COMPLY NOTES: 00 WITH THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 2020 BUILDING CODE D E 0 E NEW YO R K STATE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE n N SCREENED PORCH PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL u FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE x x DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR N UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT 2668 — FIRE EXTINGUISHER FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCREEN A DOOR B CLASS ABC, 5LB, 2A: 10B: C 'SEAL: DATE: D2 � AS PER TABLE 906.3(1 ) FIRE SEPTEMBER, 09 2022 3'-62"— -5'-24" �2'-14" EXTINGUISHERS FOR CLASS A / _ PROJECT 1N35-2022 FIRE HAZARDS BASED ON z 4 A7A�: DRAWN BY: 10'-10 " 12'-1 1 3'-104" LIGHT LOW , HAZARD OCCUPANCY � ;, BDK WATER VIEWCHECKED BY: �� - "� S ET NUMBER: Al 01 FLOOR PLAN- SCALE: 1/4"= V-0" DOB NUMBER: OF 0 EXISTING FILL—IN AREA © KEWESIGN•ASSOMTES,ILO 7' /z I IUUU 1174 KEHL DESIGN ASSOCIATES, Lw K, residential & commercial design . consulting LLLU_LLLLL1J LA �L ILU-1 J LLI_LLLJl Li LLLLL] PO.Box 1675 phone: (631)433-9094 Lu__1�Li_LL I L I -1 LILLIJ L�Lll-1-Ail.Ll LU IL1 LLU Lfllu LAL I I I I III 1 11 1 1 11 1111 11 1111 11 1 11 11 11 Southold,New York 11971 E-Moil: ssbn654@o tonline.net I I I I 1 1 111 ,wll� l 1 ,11 111 ftill , III , III L__L� I 1111TI! IIITII I LLiL] LL Kehl Design Associates,LLC formerly D A K Associates,LLC 7�7 OWNERSHIP USE OF DOCUMENiS: L LL dLJLLLL LI These drawings and specifications including the ILI 1LLiULI1i1_1L _iLLtLI11_LiL111_ ideas, design and arrangements represented I LLLJLLLL_LLLL1 ilil-LI-LiLLU L Ell LLLLU therein, are the property of KEHL DESIGN I- LLLLtLna I 1yLLJffiLLLL I LILL-L I LL I ASSOCIATES, LLC. No part thereof shall be I JL a T�A-ULLLLI I 0 LL copied, disclosed to others or used in connection LIU_LiLU_LLL1dLLLLL with any work or project other than for which �I IWL III II A- they have been prepared without written consent. III H J LL Ll I T 11 LILL,-L JIL I ILI, I L-41 I I IIIIJIL1111 11 Ili 11111111 111111 1 111 1111 11 1111 1 1111 Hill 11 Hill 11 1111 11 11111 1 REV. 02-28-23 03-05-23 %VEST ELEVATION- EAST ELEVATION- NORTH ELEVATION- SOUTH ELEVATION 03-13-23 SCALE: 1/4" 1'-Ow SCALE: 1/4" 11'1 SCALE: 1/4" 11"1 SCALE: 1/4" 11"1 WORK NOTES: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE ALL HEADERS ARE TO BE (2)IY4"X 71" LVL UNLESS EXISTING EXTERIOR CONSTRUCTION TO REMAIN 4 OTHERWISE NOTED EXISTING EXTERIOR CONSTRUCTION TO REMAIN Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold NOTE: PROVIDE FIRE BREAKS .2x8 Ridge Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Simpson Angle Plates Ex. 2x4 Trusses - 24"oc. AS PER Ex. 2x4 Trusses - 24 oc. 4 3 THE 2020 " CDX Roof Sheathing Existing Roof System CDX Roof Sheathing Existing Roof System 4 BUILDING CODE OF GAF Architectural Roof Shingles NEW YORK STATE GAF Architectural Roof Shingles CDX Gusset Plates 2 45 A. (2)2x6Ccllor Ti s Insulation Baffles (I Existina Insulation Baffles(D xistina III I rhnA 2X4 16"oc. Ceiling Jois R 45 Insulation 2X4 16"oc. Celli Acceptance of these drawings does not authorize the right to N ing Ice A Water Shield 0 R-49 insulation Q I 0 1 buildl withoutthe authorization of local governing agencies, such Ice and Water Shield 0 X 2x8's Beneath Existing 2x4 Raft i rs as Suffolk County Dept.of Health Services, Town Buil&g Vented Soffit _Provide Sim son Hurricane Tydown Vented Soffit 1 11 r,11qqPf pinipq ——————- Pro�,de Si ripson Tydown Departments, DEC, FEMA, etc. Verify all conditions, codes, and T I x6 zek Fascia 6 F (2)2x4 Top Plate -100 (2)2x4 Top Plate I Blue Skid Hou e Wrap or Equal 10 (D requiirements with such agencies prior to construction. Exterior Sheathing I I I I Exterior Sheathing C L. BATH I Screen Panel Screen Panel CL. 1 I BATH 1 0 0 1 x6 Azek Fosci 1(5 PROJECT: ---Blue Skin Hous( Wrap or Equal 6 -f--R-15 Insulotionlo I SITTING 5 SITTING' 2x4Stud's 16"oc. I Cedar Sidi I ge I 1 20 Stud's 16"oc. R-15 Insulation 2) AREA I II AREA NOTES: —Cedar Sid ng(D (D 2x4 Shoe Type 'IX` Fide-rated Sheetrodk(9 51, I I I Provide Insulation Baffles as required at Soffit 8 Type ')" Fir -ratedSheetro ke S I LVE R S AN "` el 20 Shoe I I 1 1 4"'1 Subtloor Sheathing 5"x4 Fir Flooring Locations to Provide for proper attic ventilation 43" Subfloor Sheathing 2x8 Box Beam �J I I _J 4 (Z Provide R-49 Insulation in all Flat Ceilings as per 2x8 Box Beam �J I I 1 1 4 4 1 4 4 Fir Flooring\ 2x6 Sill F IN 2xEi'Floor Joists 16"oc. x Existing 2X8 16 oc. Floor Joists to Remain Ex.2x6 Floor Joists 1 MOTEL (Q Q) Existing 2X8 16"oo. Floor Joists to Remain 2018 IECC International Energy Conservation Code R-30 Insulation /—Ex.2'PC,Slab Anchor Bolts (3 x8 Girder /—Ex.2"PC.Slob _f(�?- Girder (3 Ice and Water Shield to be used Beneath any damaged roof Spray Foam Box Beam 186 �CM`U U\4R-30 Insulation 8"x16" CMIJ. Block Piers To Remain shingles or areas of repair on the roof a" CMu. Spray Foam Box Beam Block Piers To Remain 8" CMIJ. on Provide Simpson Tydown or Hurricane Strapping to the rafters Foundation Existing 2'x 2'0 Ex 2"PC.Slob 2'x2'xl' Con. z7 2" PC, Slob x1 Con. Foundation Footin 16"x8" Conc. Ftg at all locations of the Interior that are Exposed during the 16"xB" Conc. Ftg. Footin 16"x8" Conc. Ft 1100 SILVERIVIERE ROAD 16"x8" Conc e Ftg* Min. 3'—Q" Below-___�n removal of mold or deteriorated interior surfaces. Min. 3'-0" Below Min. 3'-0" "Below GREENPORT, NY 11944 Min. 3'—0" Below Final Grade. Final Grade. Final Grade. Final Grade. Provide 1x6 Azek or Equal to all locations of the fascias that are repaired due to Mold or Deterioration. CABIN 102 ED Blue Skin House Wrap or Equal to be Used Under Siding for All 15'-8� 15 -1 14 4 83", SCTM # 1000-47-02-14 1 -81" Locations Repaired 1,-81', 0 Remove and Replace any Insulation that shows signs of mold 2 DRAWING TITLE: or deterioration with R-15 Insulation PLANS (a Remove and Replace any Siding that shows signs of deterioration CABIN 102 with New Cedar Wooden Shingles CROSS SECTION AS NOTED CROSS SECTION A S Remove and Replace any Sheetrock that shows signs of mold or deterioration with New 5" Type 'Y' Fire-rated Sheetrock SCALE: 1/4" l'-O" 102 8 SCALE: 1/4' 11'-0" 102 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ALL COMBINATION SMOKE DETECTORS SEAL: DATE: AND CARBON MONOXIDE DETECTORS SEPTEMBER, 09 2022 PROJECT NO: ARE TO BE CONNECTED WITH A CENTRAL 1135-2022 MONITORING STATION AND TO BE DRAWN BY: MONITORED CONSTANTLY AS PER THE ry 01 BDK C-3 2020 BUILDING CODE OF NEW YORK STATE CHECKED BY: SH_EET NUMBER: ALL INTERIOR FINISHES ARE TO COMPLY Al O2 WI TH THE 2020 BUILDING CODE OF NEW YORK STATE DOB NUMBER: OF v KEHDDESIGN-ASSOCIATS,uc