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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49082 Date: 4/3/2023 Permission is hereby granted to: Silver Sands Hld s I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #102 At premises located at: 1100 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspectors To expire on 10/2/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $855.20 CO-COMMERCIAL $50.00 Total: $905.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 htt.S:/A°aVW.SOL11l1oldtoLN .Dov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building inspector. ..... 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 102,' 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 Emai1: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 =Ema-i':ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition - Alteration RRepair ❑Demolition Estimated Cost of Project: D Other See Attached. $404,490.00 Will the lot be re-graded? Dyes iiii No Will excess fill be removed from premises? Dyes RNo I 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 j RR this property? ❑Yes ANo IF YES, PROVIDE A COPY. IN Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri ame): bkAuthorized Agent ❑Owner Signature of Applicant: Bate:� � STATE OF NEW YORK) 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 JUNE . 20 22 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described 'herein. " �C) Owner's Signatur Date ALEX PERROS Print Owner's Name 2 SILVER SANDS 1400 SILVERIVIERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101 102 103 104 105 106 107 & 103 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 TMFTHE 4 4,4 1.00 (28.7% DSTRU TU VALUA ON NCH T 9,000.00) AS DE MINED -Y C ON 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. 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. Alflchael.A.. Aimack ATT TORNEYATLAW P.O. Box 1047 Southold. NX 11971 Cell No. 516.,-658-6807 F-mail: ,Qp,jlqt Novernlar 10, 2022 Michael Verity, Chief Building Inspectol. Southold lbwn building Department 54375 Main Road, Southold. N,Y. 11971 Re: Silver Sands Floldings. 1 1400 Silverniel,e IZOIci Greenport, N.Y. 1944 Dear N/Ir. Verity; IS Well of Mis letter is to apprise you of the e0ba We by Silver Sands Holdings I LLC (LIA-1 10 conform to all apWRable codes as they may pertain to the rdWitation of the nu)WJ and ck"yes. I was engaged tel address (he rehabilluawn plan und evahmic the compomms of the plan us lo apply, NO Awn and SWW, and vy Ach permits may he required to be ill V011-11fli'ance, In Ihai context. I prel-ared my AimlyAs Ol'the Soulbold Codes alon'g, Nvidl disc"S'Si011s with Amn indivicituds Aw hqxa hHo their interpretation as to WO psTnAys) nmy h,, 'w"IT In MAMmL I Hko cmlWcwd DEC to gWn indahl us to whohrr permQ) my rapimd, Ile cuhnination ot'jily jj-rqoif-) was c(,l11,111ijec, ill a SWUMMY analysis submilled to the 1-1k, January ofIllis, ye.11% A CoPY Oflny„ AmdYsis is amachtd liar your review. I simply kvollted tel cn1p"us'ze Ib-"It the H,C has, from the beginning. been diligent in imderamdjj,jg, Illep jvS,,,ibH kY to aNde by the Cods of thc 'ro1N I, anjd State in the applicati )1-1 Falb � (11,111c rchabilitaLion Falb Shlems) yours, Michael A. Kimack SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 539-5273 August 30, 2022 PREMISE;: 1 100 Silvermere Rd, Greenport 1311: 2000689437 AKA 123 Silvermere Rd-CA300087091 1 s61� (®u - ©� - az . ail DEAD. CUSTOMER: 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 coils lActe t11v Checklist below. IMPORTANT INSTALLATION INFORMATION As of December I, 2019. all services are requirCd to meet the attached specifications. Please revievv these carefully, as all criteria 1111.1st be met for the field inspection to Pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: I. FCcs: Two 2" Domestic Tap& Vaults(0(9,820ca `f;19,640.00 One 6" Hydrant Line $16.200.00 Deposit .. .300—.90 TOTAL DUE S36,140.00 2. Inspection request - Residential inspections must be sChcdulC(I two (2) weeks in advance. and are subject to the time constraints ofour workload. 11Icase plan accordingly. 3. Please complete the enclosed Private Hydranl Application (gold paper) so your hydrant application may be considered. 4. Customer Servicc Line Measurement Dorm (form #215) - Must be completed by whoever installs the service (either the owner ora licensed plumber is acceptable)once your service line is installecl. 5. Service Line Certilimltion - Nlust be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your scrvicC linC is installed. 6. Address verillcitim — Please provide documentation assigning the premise nddress and the coordinating tax map Illllllber. 7. Private Hydrant Maintenance Agreenlcnt and FCC: This will be sent under scparatC cover altCr you have had your hydrant Inspected. Please contact Lisa Cetta nt (631) 563-5672 to schedule your hych•ant inspection. "rhe Pee will be $7250.00 per hydra 1. Please mail all information to the above address. If you have any questions, please contact t11e New Service Department at (631) 218-1148 or via email OR Latosha at (631) 563-5641 or via email latosh i.moseley-ortir(a.,se«,a.coiii C.A..)o-,31'w.W"ERS SERVIC,1E []NE NI1:;'ASUREWIEII TS TERAS PORTION h l:.IIE t.OEw'II."sL SED BY Al'"E''E..KiVAl OR 8�T ands Holdings I LLC/Alexander Perros P n ,M mist-, CACTI .. , t i ver �. 1100 Sivermere Road Greenport, NY 11944 . .. ,.. .. .... ... .._ MAUNG G ADM�l`S 1400 Silvermere load Green lrt w NY 11944 GENERAL � q . AryLbpE*NpMyttI IpN�prc� '1y0w, T61 PE PROM Sa P C1T CCUSk zTCIS;TCTCIYN aT1TE, SCA-1 4COPPER ANDIOR 21PxU 6VASkCAaiMOLE PCG.0T COPPERppWJp1tW% by , F{l.7LtSF D k.11 T xa9 DSCVC I' GARAGE � W� DAr hC,Ar;;t. T nT^VG,1NSTIAI )STH M%.AI VI 4',6'CCC E1R d ` h@°G �eICGiflNabMY.4GADNR& R4dNlf). POOCH AS SHC)MIN N9 A PK 004 CURB 5 &l^9SKCGMS N 113Y Czar.ONiA,G3GnP�OR BAC IICR11..LL8P1G, HYDRANT G"aXIS HNCG°~iTaTTTh"k CTT 0II; :+'II,VGuICV:k'V � 6 BA 011..O_WV'II P a CLEAN l.'NaaN M G._NO pTBTTTIICIiYT 'FREES,,OCIL, D' C:!LGS'CC1V'dAUV f?SPAXI(.)FF VAYNT WSTAYG p CI[A AT POINT O V D4°NHeAY', OTHER CATCH B ewDa�V � WSfALL1,I],BY YV&V_P T14 f,H tl7 I,-V,Y Cui o u ri o s. „ P,.;i C C PORTION ON TO BE.COMPLETED BY S.C:`.WA,.: P1M1 4 IIIp yryry °�uO CM4:.4.0 HMO "'..,. DATE II�'tl..A...d.::4 W'O�K�3�: w ... NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Mvi h klt 1 01 Ni I V I B 00 411 t 4N 11 tcl I P,,s 4 G I I It 4,r;p(jN(o I p 1 SUNY Kv Straw Blook,M)O'clo Road,Stow ffiuok,NY 11790 P:(631)444-036,531 F:(6311 444-03C�o LETTER OF NO JURISDICTION TIDAL WQ LANDS 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 jLld%dictional 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 C01"IStrUction area) or erecting a temporary fence, barrier, or hay bate, berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator M, BMHP File N 4W YOU Nunemaker, Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker, Amanda Subject: Silver Sands Amanda, 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 N. J. MAZZAFERRO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Desi n Construction, as ection 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. xterio E.nvelpp . 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 SubstandardExceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a "u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems I i-htits The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE OF a 0 tt 3 r-77- .., .. Y" i c; 12.3' d O r 3 CONC. 11,3' O COVER u a 6 POOL { p <a a RO N p ,FQVdI'NCIaP;4ry,EM1?F dd° r r p L m 14.3' E -0s1�11E' r r<\ & 10.3- m 0 Of ch pE N kkI ,✓ � 6.0' CONC, M f ✓ WO COVER 18OD O.1' DECK in15.8' i. 22.6" " CSW � 20.1" p ." o .� 06 m �� S o cy N �� 3G.3 ... _ . 16.3` N O FRAME 6 2" BUILDING WMR '.r 18.0 11J E 2.1� e 20.0' IQ mNZp DECK m o A 9.0" Ul 191" 3 3 " O L6R�. p � 7I* w dI' LO It JR z _ 32.1_ 18.4' s @ o a FRAME p 29.7' CLF W N rn BUILDING N x 8 N 6 8 . 36.7' " _ 18.4' w ^� CS E O o moo., p ? 18.2 0 k) E 12.7 12 vw 7Or�� o WOOD DECK w O 1.8' GP CONC. 0 COVER SCTM NO.1000-47-2-15 SCTM NO,1000-47-2-14 0 a pU.a 0 CONC. SCTM NO.I000-47-2-13 SCTM NO.1000-47, 0 1D i °� covEa 241' 3,6" FRAME p• -- BUILDII G ': 569°08'29"A 3 0�' 10.9' " 29.15' I 58102111 p, 24.1 _ R x 5 FRAME \ 24.93' IYUI\'OCNN BUILDING \ II 2:.9' 24.0' \d 11.0' \' 30CD 4 24.3' .o k S4kE \ C5 P \ N� �\ c� �"c0�• � \ ,w N88013'37"W 29.30 \ --7.23" 564038'07"W \ \\\\ "pb'� 26.48' \ A tp( \6 \8. \\ 01" `6 $ ' ;79051'17"W '5.99' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49082 Date: 4/3/2023 Permission is hereby granted to: Silver Sands Hld s I LLC c/o Alexander Perros 19215 Soundview Ave Southold, NY 11971 To: legalize "as built" alterations and repairs to existing motel cottage as applied for per DEC Non-Jurisdiction letter. #102 At premises located at: 1100 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspectors To expire on 10/2/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $855.20 CO-COMMERCIAL $50.00 Total: $905.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 htt.S:/A°aVW.SOL11l1oldtoLN .Dov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building inspector. ..... 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 102,' 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 Emai1: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 =Ema-i':ALEX@SILVERSANDS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition - Alteration RRepair ❑Demolition Estimated Cost of Project: D Other See Attached. $404,490.00 Will the lot be re-graded? Dyes iiii No Will excess fill be removed from premises? Dyes RNo I 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 j RR this property? ❑Yes ANo IF YES, PROVIDE A COPY. IN Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri ame): bkAuthorized Agent ❑Owner Signature of Applicant: Bate:� � STATE OF NEW YORK) 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 JUNE . 20 22 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY do hereby authorize RICHARD W. VANDENBURGH to apply on my behalf to the Town of Southold Building Department for approval as described 'herein. " �C) Owner's Signatur Date ALEX PERROS Print Owner's Name 2 SILVER SANDS 1400 SILVERIVIERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101 102 103 104 105 106 107 & 103 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 TMFTHE 4 4,4 1.00 (28.7% DSTRU TU VALUA ON NCH T 9,000.00) AS DE MINED -Y C ON 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. 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. Alflchael.A.. Aimack ATT TORNEYATLAW P.O. Box 1047 Southold. NX 11971 Cell No. 516.,-658-6807 F-mail: ,Qp,jlqt Novernlar 10, 2022 Michael Verity, Chief Building Inspectol. Southold lbwn building Department 54375 Main Road, Southold. N,Y. 11971 Re: Silver Sands Floldings. 1 1400 Silverniel,e IZOIci Greenport, N.Y. 1944 Dear N/Ir. Verity; IS Well of Mis letter is to apprise you of the e0ba We by Silver Sands Holdings I LLC (LIA-1 10 conform to all apWRable codes as they may pertain to the rdWitation of the nu)WJ and ck"yes. I was engaged tel address (he rehabilluawn plan und evahmic the compomms of the plan us lo apply, NO Awn and SWW, and vy Ach permits may he required to be ill V011-11fli'ance, In Ihai context. I prel-ared my AimlyAs Ol'the Soulbold Codes alon'g, Nvidl disc"S'Si011s with Amn indivicituds Aw hqxa hHo their interpretation as to WO psTnAys) nmy h,, 'w"IT In MAMmL I Hko cmlWcwd DEC to gWn indahl us to whohrr permQ) my rapimd, Ile cuhnination ot'jily jj-rqoif-) was c(,l11,111ijec, ill a SWUMMY analysis submilled to the 1-1k, January ofIllis, ye.11% A CoPY Oflny„ AmdYsis is amachtd liar your review. I simply kvollted tel cn1p"us'ze Ib-"It the H,C has, from the beginning. been diligent in imderamdjj,jg, Illep jvS,,,ibH kY to aNde by the Cods of thc 'ro1N I, anjd State in the applicati )1-1 Falb � (11,111c rchabilitaLion Falb Shlems) yours, Michael A. Kimack SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 PHONE 563-5669, FAX 539-5273 August 30, 2022 PREMISE;: 1 100 Silvermere Rd, Greenport 1311: 2000689437 AKA 123 Silvermere Rd-CA300087091 1 s61� (®u - ©� - az . ail DEAD. CUSTOMER: 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 coils lActe t11v Checklist below. IMPORTANT INSTALLATION INFORMATION As of December I, 2019. all services are requirCd to meet the attached specifications. Please revievv these carefully, as all criteria 1111.1st be met for the field inspection to Pass. Before your application for new service can be released to our construction department, it will be necessary for you to complete/submit the following: I. FCcs: Two 2" Domestic Tap& Vaults(0(9,820ca `f;19,640.00 One 6" Hydrant Line $16.200.00 Deposit .. .300—.90 TOTAL DUE S36,140.00 2. Inspection request - Residential inspections must be sChcdulC(I two (2) weeks in advance. and are subject to the time constraints ofour workload. 11Icase plan accordingly. 3. Please complete the enclosed Private Hydranl Application (gold paper) so your hydrant application may be considered. 4. Customer Servicc Line Measurement Dorm (form #215) - Must be completed by whoever installs the service (either the owner ora licensed plumber is acceptable)once your service line is installecl. 5. Service Line Certilimltion - Nlust be completed by whoever installs the service (either the owner or a licensed plumber is acceptable) once your scrvicC linC is installed. 6. Address verillcitim — Please provide documentation assigning the premise nddress and the coordinating tax map Illllllber. 7. Private Hydrant Maintenance Agreenlcnt and FCC: This will be sent under scparatC cover altCr you have had your hydrant Inspected. Please contact Lisa Cetta nt (631) 563-5672 to schedule your hych•ant inspection. "rhe Pee will be $7250.00 per hydra 1. Please mail all information to the above address. If you have any questions, please contact t11e New Service Department at (631) 218-1148 or via email OR Latosha at (631) 563-5641 or via email latosh i.moseley-ortir(a.,se«,a.coiii C.A..)o-,31'w.W"ERS SERVIC,1E []NE NI1:;'ASUREWIEII TS TERAS PORTION h l:.IIE t.OEw'II."sL SED BY Al'"E''E..KiVAl OR 8�T ands Holdings I LLC/Alexander Perros P n ,M mist-, CACTI .. , t i ver �. 1100 Sivermere Road Greenport, NY 11944 . .. ,.. .. .... ... .._ MAUNG G ADM�l`S 1400 Silvermere load Green lrt w NY 11944 GENERAL � q . AryLbpE*NpMyttI IpN�prc� '1y0w, T61 PE PROM Sa P C1T CCUSk zTCIS;TCTCIYN aT1TE, SCA-1 4COPPER ANDIOR 21PxU 6VASkCAaiMOLE PCG.0T COPPERppWJp1tW% by , F{l.7LtSF D k.11 T xa9 DSCVC I' GARAGE � W� DAr hC,Ar;;t. T nT^VG,1NSTIAI )STH M%.AI VI 4',6'CCC E1R d ` h@°G �eICGiflNabMY.4GADNR& R4dNlf). POOCH AS SHC)MIN N9 A PK 004 CURB 5 &l^9SKCGMS N 113Y Czar.ONiA,G3GnP�OR BAC IICR11..LL8P1G, HYDRANT G"aXIS HNCG°~iTaTTTh"k CTT 0II; :+'II,VGuICV:k'V � 6 BA 011..O_WV'II P a CLEAN l.'NaaN M G._NO pTBTTTIICIiYT 'FREES,,OCIL, D' C:!LGS'CC1V'dAUV f?SPAXI(.)FF VAYNT WSTAYG p CI[A AT POINT O V D4°NHeAY', OTHER CATCH B ewDa�V � WSfALL1,I],BY YV&V_P T14 f,H tl7 I,-V,Y Cui o u ri o s. „ P,.;i C C PORTION ON TO BE.COMPLETED BY S.C:`.WA,.: P1M1 4 IIIp yryry °�uO CM4:.4.0 HMO "'..,. DATE II�'tl..A...d.::4 W'O�K�3�: w ... NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Mvi h klt 1 01 Ni I V I B 00 411 t 4N 11 tcl I P,,s 4 G I I It 4,r;p(jN(o I p 1 SUNY Kv Straw Blook,M)O'clo Road,Stow ffiuok,NY 11790 P:(631)444-036,531 F:(6311 444-03C�o LETTER OF NO JURISDICTION TIDAL WQ LANDS 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 jLld%dictional 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 C01"IStrUction area) or erecting a temporary fence, barrier, or hay bate, berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator M, BMHP File N 4W YOU Nunemaker, Amanda From: Goldsmith, Glenn Sent: Friday, March 31, 2023 11:00 AM To: Nunemaker, Amanda Subject: Silver Sands Amanda, 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 N. J. MAZZAFERRO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Desi n Construction, as ection 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. xterio E.nvelpp . 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 SubstandardExceeds Requirements 1 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows - to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a"u" factor of- .032 The Anderson 200 Series Windows have a "u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Unit Unit 1 to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems I i-htits The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE OF a 0 tt 3 r-77- .., .. Y" i c; 12.3' d O r 3 CONC. 11,3' O COVER u a 6 POOL { p <a a RO N p ,FQVdI'NCIaP;4ry,EM1?F dd° r r p L m 14.3' E -0s1�11E' r r<\ & 10.3- m 0 Of ch pE N kkI ,✓ � 6.0' CONC, M f ✓ WO COVER 18OD O.1' DECK in15.8' i. 22.6" " CSW � 20.1" p ." o .� 06 m �� S o cy N �� 3G.3 ... _ . 16.3` N O FRAME 6 2" BUILDING WMR '.r 18.0 11J E 2.1� e 20.0' IQ mNZp DECK m o A 9.0" Ul 191" 3 3 " O L6R�. p � 7I* w dI' LO It JR z _ 32.1_ 18.4' s @ o a FRAME p 29.7' CLF W N rn BUILDING N x 8 N 6 8 . 36.7' " _ 18.4' w ^� CS E O o moo., p ? 18.2 0 k) E 12.7 12 vw 7Or�� o WOOD DECK w O 1.8' GP CONC. 0 COVER SCTM NO.1000-47-2-15 SCTM NO,1000-47-2-14 0 a pU.a 0 CONC. SCTM NO.I000-47-2-13 SCTM NO.1000-47, 0 1D i °� covEa 241' 3,6" FRAME p• -- BUILDII G ': 569°08'29"A 3 0�' 10.9' " 29.15' I 58102111 p, 24.1 _ R x 5 FRAME \ 24.93' IYUI\'OCNN BUILDING \ II 2:.9' 24.0' \d 11.0' \' 30CD 4 24.3' .o k S4kE \ C5 P \ N� �\ c� �"c0�• � \ ,w N88013'37"W 29.30 \ --7.23" 564038'07"W \ \\\\ "pb'� 26.48' \ A tp( \6 \8. \\ 01" `6 $ ' ;79051'17"W '5.99' GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION NT I C T 0 R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications fo- wood construction - latest edition. KEHLDESIGN ASSOCIATES, � 1 - ALL WORK SHALL CONFORM TO THE REDUIREMENTS 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 CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design . consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a, All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 phone: (631(433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. AND PAY ALL FEES RE=QUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (PPA) specifications. OWNERSHIP & USE OF DOCUMENIS: 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. 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WCRK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. the have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI y p p PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. Laminated Veneer Lumber (LVL): 02-28-23 a. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 9 Fv = 285 PSI 4. NOISE AFTER HOURS: 03-13-23 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS g SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL. COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL. COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, L-C. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL , 2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCT ON DETAILS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND iEISMIC SUBJECT TO DAMAGE FROM NnNTER ICE SHIELD CLIMATE ZONE SNOW DESIGN --ROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL q 25 lbs/sgft 130 (mph) C SEVERE 3'-0- MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 Internatloncl Energy Conservation Code (IECC) TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM COMMERCIAL CONSTRUCT ON DETAILS- DESIGN CRITERIA CONCENTRATED LIVE LOADSg SECTION C503 ALTERATIONS LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD PRESCRIPTIVE DESIGN OCCUPANCY OR USE LOADS (psf) (Pounds) SEI ASCE 7-22 C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100m / J Alterations to any building or structure shall comply with the requirements Of this section ACCESSIBILITY CONSTRUCTION DETAILS C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE I 10 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION the existing building or building system to comply with this code. Alterations shall not I,J,K CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY create an unsafe or hazardous condition or overload existing building systems. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 CONSERVATION CODE AND ASHRAE 90.1-2016 build withoutthe authorization of local governing agencies, such k EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS TOCOMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,ASPER THE Departments, DEC, FEMA, etc. Verify oil conditions, codes, and PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGYCONSEVATIDNCONSTRUCTIONCODEOFNEWYORK construction provided that the energy use of the building is not increased: requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES (NY)TABLE C402.1.3 0J OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 1. Storm windows installed over existing fenestration. PROJLCT: HEIGHT BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 CLIMATE ROOFS RADE GRADE FLOORS FLOORS MW FENESTRATE 2. Surfaced applied Window film Installed on existing single pane fenestration THE VERTICAL DISTANCE FROM GRADE ZONE ATTICSAND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing solar heat provided that the code does not PLANE TO THE AVERAGE HEIGHT OF rn OTHER AND OTHER GRADE c FRAMING UNHEATED SLABS DOORS FENESTRATION FENESTRATION DOOR g gain, p THE HIGHEST ROOF SURFACE UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 4EXCEPT R13 require the glazing or fenestration to be replaced. E R S A INE, DO` aft 3 STORY =11'-4a" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 MARINE R-10FOR 24" U-FACTOR U-FACTOR U-FACTOR 2020 BUILDING CODE OF NEW YORK R-38 R-3.8d R-7.5 R-30 BELOW R4.75 036 045 077 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. GROUPR OR R-20 that these cavities are filled With insulation. SHGC SHGC SHGC 4. Construction where the existing roof, wall or floor cavity is not exposed. MOTEL L UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN ("TABLE C402A PF<02 PF<0.2 PF<0.2 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE TOTAL HEIGHT FROM RIDGE TO GRADE 13'-1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC 6. Air barriers shall not be required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 0.2<PF<0.5 0.2<PF<0.5 where the alterations or renovations to the buildin do not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE COMATE ZONE 4 0.43 0.43 0.43 g LUMBER SPECIES AND GRADE LOAD REQUIREMENTS. VEFWALFENESTRATE SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. GREENPORT, IVY 11944 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN til-FACTOR PF?0.5 PFz0.5 PF?-0.5 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE FIXED 0.58 0.58 0.58 CABIN 102 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FENESTRATION 0.38 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ##2 AND BETTER THE TRUSSES. OPERABLE ESSTTMnON 0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM DOOR OE On ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: 77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC SHARE TO BE CONNECTED WITH A CENTRAL GENERAL NOTES 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS PF<0.2 0.36 MONITORING STATION AND TO B E THAN 30 INCHES. SHGG AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS 02_PF<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. SHGC PF20.5 0.43 NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED EX. FIRST FLOOR 375 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. PF = PROJECTION FACTOR THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR NA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE i ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA 'I I"/ i[ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC (HOUSE)(c) NA ATTIC (HOUSE)(b) NA PL -k MAR � � `2023 � SEAL: DATE: NEW GARAGE ADDITION NA f?R1'p�p�h�G�?E� PROJECPT SEPTEMBER, 09 2022 ATTIC (GARAGE)(a) NA EX. UTILITY ROOM 14 sq.ft. 1135-2022 EX. SCREENED PORCHES 62 sq.ft. OF Alt. DRAWN BY: EXISTING DOECKSHOWER NA �� � J Co4✓ '%'� NECKED BDK NEW DECK NA ..�Y �2 COVERED NEW DECK NA I, "'.r.�'�;� EET NUMBER: EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA Oa 1 01 POOL HOUSE CABANA NA �>C� ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE © KE&DESIGN-ASSOCIATES,uc 23'-101" 4' 2'-6" 23'-104" lag 02 UBL DESIGN ASSOCIATES LLC 10'-74" 13'-2 " Existing residential & commercial design . consulting �--42'-6" Existing Existing 4" PC. Slob 8" CMU. 16"x8" Conc. Ftg. Min. 3-DBelow IN Foundation r———Z ' " ——� Existing Final Grade. 31„ _______ g I I P0.Box 1675 hone, 631 433-9084 Existing 16'x8" Conc. Ftg. p 3�" 16'x8" Conc. Ftg. -..--------------.--- I I Crawl Utllt g Mln. 3'-0" Below Min. 3'-0" Below I I f l I7 Southold,New York 11911 E-Mail: ssbn654@optonline.nef 10 Existing Final Grade. ° Room I Final Grade. 1 i 1 I Existing I I co Space FExisting7 8" CMU. Utility I 1 Access r) \ I Crawl I I Foundation s I I Room J L SPaceJ I N Kehl Design Associates,LLC®formerly D A K Associates,LLC '-N ------ ---- - L----� r7 33'x 54" F—--- Access I OWNERSHIP & USE OF DOCUMENTS: 4r 2,_84„ 16'-94„ I t----------- --- ------- These drawings and specifications including the w 4"I 4" Existing I 9 P 9 16"x8" Conc. Ft CL, g" g I ideas, design and arrangements represented I Existing g I Existing °ice Min. 3'-D" Below 16"x8" Conc. Ft I therein, are the property of KEHL DESIGN N Min. 3'-0" Below g N Existing Final Grade. I c 2" P.C. Slab I c 2" P.C. Slab � I ASSOCIATES, LLC. No port thereof shall be 3 3 i Final Grade. i I 6 E EXISTING .E I copied, disclosed to others or used in connection a, v E with an work or project other than for which CRAWL SPACE y P i� I the have been prepared without written consent. BATH ID BEDROOM Existing I 3„ „ - „ I y P p N 8” CMU. 7 -54 Y—7'-54 7 -64 I I K mid _2„ Foundation I I o a 0 civ I I ? Existing , v Existing __ I REV. tiN "x I I Existing °0 8"x16" CMU. �� -4'�� a 8"x16° CMU. �' -4'. o Existing I 0 cc O 1 3 2x8 Girder Block Piers _Block Piers I (3)2x8 Girder - 02-28-23 OLc) -IN I - on L J N on J I � 03-05-23 O I I ° 2'x 2'x1' Con. a 2'x2'x1' Con. .- 31 "> 1 1 � Footing cO Footing --++ll 1 _ 2 O �� I 1 X -2 - �-2 " 03-13-23 -,a �� -2 �� Ln I a, o 4r, 4„ un � Q Q I I `- = •`E- I 1 m Existing N Existin m PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH I X 2" P.C. Slab 'X 2" P.'. Slab X M N I w I w w Existing N N °' I � °' N THE 2020 BUILDIIIG CODE OF NEW YORK STATE I I � 8" CMu. I I KITCHEN SITTING I I Foundation VV Existing 1 AREA I 8" CML. ALL HEADERS ARE TO BE Foundation I I � I I (2)134„X 24„ LVL UNLESS I L----- -------- --- ---- --------- I OTHERWISE NOTED 1 I 2868 1 ——— ————— — — -————————— —— ———————J 33"x 54' 66"x 54" ice, r -1't 00 NOTE: PROVIDE FIRE BREAKS I I I I Existing I I EXISTING I 116x8" Conc. Ftg. N 4'-7 " 3'-114" 8'-2" 7'-1 N AS PERS I CRAWL SPACE 4' Min. 3'-0" Belowa niv 23'-101 THE 2020 00 1 Final Grade, 00 00 4 BUILDING CODE OF I I Existing I SCREENED PORCH NEW YORKSTATE n 4°I 8„ 4" 2" P.C. Slab L------- `1------� I N I Existing WORK NOTES: 00 16"x8" Conc. Ftg. 2668 L_----_---- -----__--1 Min. 3'-0" Below SCREEN DOOR Final Grade. A B 3 -6224,�_2,_3 ., 1 4" 23'-104" 1 1'-04" 12 -92" 23'-104" WATER VIEW EXISTING FLOOR PLAN UNIT 102 EXISTING FOUNDATION PLAN_ SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" 23'-104" NO WORK REQUIRED. 17'-44" 42'-6" USE EXISTING FOUNDATION 2'-6" 4� A Acceptance of these drawings does not authorize the right to 1D 1 build withoutthe authorization of local governing agencies, such Crawl B 3 Utilit 32 as Suffolk County Dept.of Health Services, Town Building • C° Space � Roo `O Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Fill-in Access " Window `PROJECT: 3'-82" 2' 16'-94" / 51 r, �o / 2 I N 3 N � BEDROOM SILVER I \ i 32 I "'TEL In BATH \� — (0 o C ROOM �� N N co o 0 N /C DE OR N / N _ 1100 SILVERiiERE ROAD on 2' ` _2x� Rid96 / / 11 l GREENPORT, NY 11944 , I ^I I `� F ALL COMBINATION SMOKE DETECTORS p CABIN 102 N -2" �,N `�\� U AND CARBON MONOXIDE DETECTORS I Q, � �R �� ARE TO BE CONNECTED WITH A CENTRAL m SCTM # 1000-47-02-14 N' DRAWING TITLE: MONITORING STATION AND TO BE MONITORED CONSTANTLY AS PER THE SITTING 23'-34 2020 BUILDING CODE OF NEW YORK STATE PLANS / EIXT ` CABIN 102 AS NOTED 244DH2846 244FX5646 N 0 o n N N o N N4'-72 4" N a'-2" 7'-12"—� ALL INTERIOR FINISHES ARE TO COMPLY NOTES: WI TH THE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 00 _ 2 0 2 0 BUILDING CODE O F NEW YORK STATE PROSECUTED TO IOTHELFU LEST EXTENT OF SE SEAL ISINFRINGEMENTS LAW.IXED ECONTRACTORS SHALL BE ALL n U SCREENED PORCH U FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIRr PROFESSIONAL ASSUMES NO LIABILITY FOR OMI.9SIONS 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 162 CLASS ABC, 5LB, 2A: 10B: C "SEAL: DATE: AS PER TABLE 906.3(1 ) FIRE SEPTEMBER, 09 2022 J, EXTINGUISHERS FOR CLASS A PROJECT No: 3'-61 �4„ 2,-11", ' 2 1 FIRE HAZARDS BASED ON, , ;;jy� DRAWN gY135-2022 10'-102" 12'-114" LIGHT, (LOW), HAZARD OCCUPANCY ���' r4BDK s 23'-104x, �� �b J. CO WATER VIEW CO CHECKED BY: y 1 t HEEF NUMB R: FLOOR P (� :t��cSS,�,t SCALE: 1/4"= 1'-0" DOB NUMBER: OF 0 EXISTING FILL-IN AREA © 1EH1.rDESIGN•ASSOCI M,uc _. :t., ,,``` /i �/j.. //,/sits ✓.�/./, �/ / r. j Nl..f, - KER DESIGN ASSOCIATES �c T residential & commercial design . consulting LILLLILL1 III LI III II II II II IIILIII �IIILIII It IlLlll �lll �lh I I I I IIJI I I u L1I 1III di11ll I 11 - ll P0.Boz 1675 phone: (631)433-9084 J I�I IIJI I LIN,II II 11 ! II LIlJ I LJ 11 11 11 if I Southold,New York 11971 E-Mail; ssbn654@optonline,net I I LL1_J_1_L_LLLLL11LIL � I 1 Kehl Design Associates,LLC®formerly D A K Associates,LLC ..:�, f ::a ftl � . IIIIII III IIII ::- �� �L11 LJl LY L Y v Ill > ,y AWN E 5 & USE 0F DUCUMENf „tY;k. I IIII II lJ <� ;.. These drawings an specifications I-LIL-LiLLL1LILL EJ d s ec cations includin the ideas, design and arrangements represented n. they cin, are the property of KEHL DESIGN LILLL ILI ASSOCIATES, LLC. No port thereof shall o be LL * "` copied, disclosed to others or used in connection �1 1 1 L :y l I I�I III.III II III II �_ I � I with any work or project other than for which 1- t L uulwl�u � I f they have been prepared without written consent. III II L IU 11 L II III II L 1�1 I L�1 IIIIII III _I II L �1L _ll. _11 1LtLl Jl IL-11 T 111141 REV. 02-28-23 03-05-23 )NEST ELEVATION- EAST ELEVATION- NORTH ELEVATION- SOUTH ELEVATION 03-13-23 SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" WORK NOTES: PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE ALL HEADERS ARE TO BE (2)1 q"X 74" LVL UNLESS EXISTING EXTERIOR CONSTRUCTION TO REMAIN OTHERWISE NOTED EXISTING EXTERIOR CONSTRUCTION TD 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. 20 Trusses - 24"oc. AS PER Ex. 20 Trusses - 24"oc. 4" CDX Roof Sheathing Existing Roof System THE 2020 4" CDX Roof Sheathing Existing Roof System BUILDING CODE OF GAF Architectural Roof Shingles NEW YORK STATE GAF Architectural Roof Shingles 5 4" CDX Gusset Plates 5 r— 2 2x6Collor Tis Insulation Baffles Existinq Insulation Baffles m Existing 2X4 16"oc. Ceilin Jois R-45 Insulation 2X4 16 oc. Ceilinq JoistQ Acceptance of these drawings does not authorize the right to R-49 Insulation m t 9 Ice and Water Shield m build withoutthe authorization of local governing agencies, such Ice and Water Shield m X 2x8's Beneath Existing 2x4 Raft rs X as Suffolk Count De t of Health Services, Town Building Vented Soffit _ Provide Simpson Hurricane Tydown ______ Vented Soffit ." CD dPIMPS own y p T ix6lzek fascia m r Pro de Si pson Ty ® Departments, DEC, FEMA, etc. Verify all conditions, codes, and (2)2x4 Top PlateI (2)2x4 Top Plate -,pa BIJe Skin Howe wrap or Equal 0 Co requirements with such agencies prior to construction, " Exterior Sheathing CL. BATH o o Screen Panel " Exterior Sheathing I I I Screen Panel 1x6 Azek Fasci B I 'PROJECT: I CL. I I BATH I l I I I I I 7—R-15 Insgotionl® i I Blue SkinHous( Wrap or Equal SITTING Lo 20 Stud's 16"oc. I I I I SITTING 20 Stud's 16"oc. R-15 Insul Pion r Cedar Sldirg®I I AREA y AREA NOTES: Cedar Sid ng a Type 'IX" Fide-rated Sheetrodk® I E" I L V E �1 I I I I m Provide Insulation Baffles as required of Soffit 2x4 Shoe " Type " " Fir -rated Sheetro k® a A '`I 2x4 Shoe I I I I Locations to Provide for proper attic ventilation 3 �^I a Subfloor Sheathing q $Ubf00f $healhing "x4 Fir Floorin @"x4 Fir Flooring 2x8 Boz Beam 9 ® Provide R-49 Insulation in all Flat Ceilings as per 2x8 Boz Beam 9M 0 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remain IN 2x6 Floor Joists 16 o. 2018 IECC International Energy Conservation Code 2X6 $ill Existing 2X8 16"oc. Floor Joists to Remain Ex.2x6 Floor Joists 16"o a R-30 Insulation 3 2x8 Girder Anchor Bolls 3 x8 Girder Ex 2"PC Slab Ex.2 Pc slab © Ice and Water Shield to be used Beneath an dama ed roof Spray Foam Box Beam 8"x16" CMU. y g R-30 Insulation 8"x16" CMU. Block Piers To Remain shingles or areas of repair on the roof e" CMU. Spray Foam Box Beam Block Piers To Remain 8" CMU on ® Provide Simpson Tydown or Hurricane Strapping to the rafters Foundation Existing °n Foundation Ex.2"PC.Slab 2'x2'x1' Con g 2'xFoot Gan. 1100 SILVERIVIERE ROAD Footin 2' PC. Slab Footin , 16"x8" Conc. Ft at all locations of the Interior that are Exposed during the 16"x8" Conc. Ftg. 9' 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. Min. 3'-0" Below Min, 3'-0" Below removal of mold or deteriorated interior surfaces. GREENPORT ICY 11944 Final Grade. Final Grade. Min. 3'-0" Below Min. 3-0- Below ® Provide 1X6 Azek or Equal to all locations of the fascias that Final Grade, Final Grade. are repaired due to Mold or Deterioration. CABIN 102 15'-8 " 1 0' ® Blue Skin House Wrap or Equal to be Used Under Siding for All 15'-1 14" i ; —ga" SCTM # 1000-47-02-14 1„ Locations Repaired 1„ 21 —82 DRAWING TITLE: m Remove and Replace any Insulation that shows signs of mold or deterioration with R-15 Insulation PLANS ® Remove and Replace any Siding that shows signs of deterioration CABIN 102 CROSS SECTION A with New Cedar Wooden Shingles CROSS SECTION B ® Remove and Replace any Sheetrock that shows signs of mold AS NOTED SCALE: 1/4"= 1'-0" 102 or deterioration with New e" Type "X" Fire-rated Sheetrock SCALE: 1/4"= 1'-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 PP,DFFESSIONAL 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 2022PROJECT NO: ARE TO BE CONNECTED WITH A CENTRAL 1135-2022 MONITORING STATION AND TO BE ��0adv DRAWN BY: MONITORED CONSTANTLY AS PER THE J• c�; 0 BDK 2020 BUILDING CODE OF NEW YORK STATE CHECKED BY: Z:- SHEET NUMBER: AlALL INTERIOR FINISHES ARE TO COMPLY 0 2�� ;• ;. •' WI TH THE 2020 BUILDING CODE OF NEW YORK STATE DOB NUMBER: OF © KEIIiDESIGN•ASSOMTES,uc