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HomeMy WebLinkAbout49085-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE wSOUTHOLD, 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#: 49085 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. #105 At premises located at: 1100 Silvermere Rd, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-14 Pursuant to application dated 11/17/2022 and approved by the Building Inspector. To expire on 10/2/2024. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $944.00 CO-COMMERCIAL $50.00 Total: $994.00 Building Inspector Y 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,lith s://www.southoldt wren ,� too 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- .. Z,. Project Address: U= Silvermere Road, Units 10 S— 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 @Alteration FORepair ❑Demolition Estimated Cost of Project: DOther See Attached. $404,490.00 Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes RNo 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? Eyes RNo IF YES, PROVIDE A COPY. IQ 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 15 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): kAuthorized Agent ❑Owner Signature of Applicant: Date: �,� ����-Z'Z i STATE OF NEW YORK) �" 1 SS: COUNTY OF SUFFOLK ) RICHARD W. VAN DEN BU RG H being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)heisthe 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 , Zo22 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, . SOUTHOLD, NY RICHARD W. VANDENBURGH do hereby authorize to apply on ISI my behalf to the Town of Southold Building Department for approval as described 'herein. C) 5I �� Owner's Signaturk Date ALEX PERROS Print Owner's Name 2 ( 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 SILVER ERE ROAD GEO , NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX API 10000472),002-0001,5000. 1000047000200014000, 13000 •7=]00?+�Qo'��0�', 10000. 70002000?0000, 1 o9nOGA700o200uoog000 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 PAULJ. 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 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 N. J. MAZZAFERRO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Desi n. Construction Inwect`on Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info — Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On numerous occasions from 11/2022 thru 2/2023 I inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager (Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (8 sets) - Real Estate Evaluation/ Certification Statement -Newmark Valuation &Advisory - Tax Records from Southold Town Files The Project Manager requested Professional Engineering Services. The scope of the services included developing a construction estimate for the Project and comparing the estimate to the data provided in the Appraisal Report prepared by Newmark Valuation and Advisory. The scope also included defining the work category per the current NYS Existing Building Code and evaluating the energy use improvements per the current NYS Energy Conservation Code. Based upon my on-site inspection, my review of the project plans and professional experience I developed a Construction Cost Estimate for the Project. The estimate was developed using my professional experience, knowledge of the site and local contracting conditions, up to date pricing from suppliers and the MEANS System for Cost Estimating. Specific site information and details provided in the drawings were considered in the estimating process. The estimate was developed using a format that allowed direct comparison with the Appraisal Report. 1 My estimate is based upon the actual design plan elements, square footage costs for the construction, geographic factors for the project location and actual conditions observed and confirmed at the site. The estimate includes 2022 cost adjustments and labor availability factors. Result—Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, the construction cost for the planned refurbishment of these (8) structures is: Total Cost this Project = $525,767.37 (A copy of my summary estimate is attached). Base Line Cost for Completely New Structures (8) = $ 1,409,752 (Newmark Valuation) Therefore the planned refurbishment for the (8) Cottages on this Tax Lot is 37% of the replacement cost for the entire the building. NYS and Southold Town Code Definitions & Classification ofWork: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code— Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The cottages are single story structures with a limited floor plan with uncomplicated interior walls and simple room design (i.e., single room and small bathroom). As a result, the use of materials and sophisticated components and finishes is limited. For example, all of the existing foundation, exterior wall framing, sheathing and structural components remain in place. The only planed work for these elements is to repair any deterioration discovered during the construction. The installation of supplemental roof rafters, updated insulation and replacement of interior walls and bathrooms falls well below the 50% demolition definition. 2 Even in the event of discovery of additional repairs due to deterioration of the existing structural components, the reasonable additional work value would add no more than an additional 10% to the total cost and remain well below the 50% threshold. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling is also basic commercial grade and standard quality. The specific and actual numbers balanced against the reconstruction cost result in the following conclusion: The actual expenses incurred and contractual agreements to complete the reconstruction of the cottage structure reveals that the total cost will be 37% of the total value of the structures. This is below the 50% demolition limit and rebuilding costs as defined by the NYS Building Code and the Southold Town Code. Additionally, per the NYS Code, the work to be included with substantial improvement shoe.W not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 2 — The existing plumbing fixtures were aged, deteriorated and not functioning as designed. All the bathrooms need to be rehabilitated with new efficient water use fixtures that meet the sanitary and safety codes. 3 Based upon the NYS Code Definition, the work items described above should not be considered part of the Substantial Improvement value calculation. If these items are separated from the total estimated costs for the project the resulting estimate for the proposed improvements would reduce from 37% to 33% buildings value. This further reinforces the statement that the proposed renovation of these structures fall well below the 50% value threshold as related to the Demolition of Structures. Based upon the analysis presented, the real estate documentation and my professional opinion the project should not be considered a "Demolition" in regards to the Town of Southold Code. Prn'ect Evaluation —Alteration Level The 2020 Building Code of the State of New York defines Alteration—Level 2 as: Scope — Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration of or extension of any system, or the installation of any additional equipment. This proposed project work for these eight cottages exactly aligns with this definition. Even though there is substantial interior work to improve the health, sanitary and safety conditions of the facility, the project should be classified as an Alteration—Level 2. Project Evaluation -- Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work Area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work initially intended by the owner is specifically required by this Code. It is noted that the entire structural foundation system, exterior framing and sheathing, roof framing and sheathing, interior floor framing and structural covering, and some interior wall framing all remain as-is and in place. The major rough plumbing infrastructure will also remain in use. These Cottages are one-story structures and the footprint covers a minimal area 4 (400 +/- sq.ft.). Because these buildings have only have one room and a bathroom evaluating this project based upon impacted Work Area is not practical from an engineering prospective. Based upon my evaluation of the project conditions and scope it is my professional opinion the project does not have a Work Area that exceeds 50% of the building space. Actually the majority of the work area is in spaces where the activity is required to correcting existing health, sanitary or safety issues. Based upon the my evaluation of the proposed work scope, the work required for safety code reasons and the actual size and configuration of the cottages; this renovation does not have a"Work Area"that exceeds 50% of the Building Area. Summary Result - Based upon inspection of this project and to the best of my knowledge, belief and professional judgment: 1 - The statements in the Value Certification Letter dated November 10, 2022 for the construction costs of the planned refurbishment are accurate. 2 - The overall cost of the planned construction will be 37% of the property valuation (less than 50%). 3 - The adjusted cost based upon NYS definitions of the planned construction will be 33% of the property valuation (less than 50%). 4 — According to the NYS Code this project should be classified as an Alteration— Level 2 5 — According to the NYS Code this project does not have a "Work Area" that exceeds 50% of the building area. 6 — The Construction Cost and Real Estate Value Estimates developed are accurate for the proposed project. The assessment of the volume and value of the existing building elements that remain in place is also valid. Based upon the results of these efforts, the determination that this work is not a NYS Substantial Improvement is correct. In addition, the determination that this work is not a Demolition Project as defined by the Town of Southold Code (Chapter 280) is correct. »OF J. Nicholas J. Mazzaferro, P.E. 4,0 0 CSSIOVAPSN, 5 ox � O Ao b d mIQ N 00 V T In A W N F' z M, a 3 '{iVa c F°ti m u z M 0 m 0 to N 00 Ol D1 01''. C Ol In Ul M J In In W N N Q1 Q1 C V O W W d M In 00 00 00 00 00 lO LD _ V N W W W W W 100 00 W a) W W W W W 00 00 V 00 lD lD lD lO 10 V J 13 1 N C O N AffDD 41 V ul In W ''...U'1 ul A A r3r F+ A W W W W W W W O J J V ''.V V J lD O Q1 Dl Dl Ol D1 W W W 00 V 00 LD lD lD lD LO V V N m N � n 3� CL m N lD V J V V V J V P1 � 0) ul 00 00 00 00 00 O 0 0 m A Ol O OO O O N N O 00 N N O O O ',O O O O O O m Q] N A W F O O1 D1 m m D1',. W W � V V �D N ''..Ol W Vl A N ''...V Dl Ol A 1D Dl U9 W w'�, C � W O Ol W V DlO O0 W N N O rn W A O lD O O' O O O O O O O O O O O O O O O O O O Z M 1 �I W N W W W A W A A 0 0 V 00 tO w LO O w''... N W D! G d C N Z .Oe W N W W W W W W W W Ul A A A LnU'1 ,.V J N < N d 3 C w N SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION U nits 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. CERTAI D COST cF 1 HE PRO 4,49OV 28.7° OF T E COM IN STRU URE VALLI TIO HI H TO 'AL $1,409,000.00) AS VTERMIY CERTI 1 VALUATION OF NEW K VALUATO AND V ORY 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. SUFFOLK COUNTY WATER AUTHORITY NEW SERVICE DEPARTMENT PO BOX 38, OAKDALE NY 11769 131-IONE 563-5669, FAX 389-5273 August 30, 2022 PREMISE;: 1100 Silvet•tllere Rd, Greenport 13P: 2000689437 AKA 1123 Silvernlcre Rd- CA300087091 1 � �t j 0 Z — l D13AR CUSTOMER: Please be advised: Effective June 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 com Mete the checklist below. IMPORTANT INSTALLATION INFORMATION As ol'December 1, 2011). all services are required to meet the attached specifications. Please review these care Cully. as all enteric( 11111st be islet for the field Inspection to pass. Before,your application 1,61. new service can be released to our construction department, it will be necessary for you to complete/submit the following: I. l"ces: Two 2" Domestic Tap& Vaults(4K820ca $19,640.00 One 6" Hydrant Line $16.200.00 Deposit ..._,.300.00 TOTAL DUE 536,140.00 2. Inspection request — Residential inspections must be scheduled two (2) weeks in advance, and are subject to the tinge constraints of our workload. Ple<1se plan accordingly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so yrnlr hydrant application may be considered. 4. Customer Service Linc 1/1CilStlre111ent form (1-ornl .4215) — Must be completed by whoever installs the service (either the owner ora licensed plumber is acceptable) once your service line is installed. 5. Service Linc Certification — Must be completed by \vhoever installs the service (either the owner ora licensed plumber is aeceptable) once}•our service line is installed. 6. Address verilicaltion — Please provide documentation assigning the lvenllse nddress and the coordinating tax slap number. 7. Private Hydrant Maintenance A;greemenl and 1--cc: This will be sent ander separate cover alter you have had �rour hydrant inspected. Please contact Lisa Cella at (63 1) 563-5672 to schedule your hydrant inspection. The lee will be $7250.00 per hydrant. 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 OR Latosha at (631) 563-5641 or via email latosh.e.moseley-ortir,rt?sc,*va.com AlfichaeL4., Aimack ATTORNEY ATLAW PAT Box 1047 Southold, N.Y,11971 Cell No. 51(c.,658-6807 F-mail: Mkj qj NovcmIwr 10, 2022 Michael Verily, Chief Building Inspector SOLIthOld building Department 54375 Main Road, Southold. N.Y. 11971 Re: Silver Sands Floldings I 1400 Silverillere Road Greenport, N.Y, 1944 Dear Mr. Vel-ity; Ile WOU of this Otter is to ammue you orme c0bn We by Silver Sands Holdings I IAX' to coliform to all npWicahle codes as they may pertain to the rehWtadon orthe motel and cuttages, Nvas, engag"I h) addnos the r,,11, abihUakn plan and miume the cump(lIraus of the plan as k) W11,HJUI-iScfiCtions appo, hr' h Jim and Rate, j"Id w"Felt PumAN nvq he rmWhrd ul 4 jr, 0"NAUlco In that conlwm, I prepamd MV %mbis orke Southold Wics akmg with Lliscn-',NiQlls Nvid' 'Ilmn indivicItuds lin KNA rllt(b Wch interpretation as tt) vlj,,,jj I �—I 4(s) lnuy K, �akl insirnllrc�r iLdlas arra o whethUT Pcrtint(s) are requiredndllhnthconlactcxl DF:C to V )t 1 11'1111CCUIrnim"Itionol illyinkltlir� wascimpiled n MS subm hWd u) be I A X:, Jannary• of[his year. 'A coll�,� W'm� Analysis is �01,,--Lcht d 6or younreview. I AM "armed to onp%ke Q, dw 1AAAas from the beginning, btvn diligent in their responSHWHO, to abide 1)), tlm' ! Codes of the 7-own and State in theapplicatiol, rel til«: rchabilkadon plan. shemA3 yours, Michael V Kimack 10 NEW YORK S'rA'I"E DEPARTMENT OF ENVIRONMENTAL CCS NSERVA"I'llON DW64cm M p,mjewlt4,r;a,Qjvsjj I SUNY iav StonY Blook,60 Chdo Roarl,Stoj)y NY 11790 P:(631)444-0366 1 F:(631)4411-Q360 %V\VwAof llyuV 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 frorn other agencies or local municipalities, Sincerely, Kevin Kispert cc: BIVIHP Permit Administrator File 12 7 Rov,10215N,7yr&l�IU u( 'Kik ' .rtN%e.wUNI I �6���1�w9�,% %I�nuwl�" d 'b� V.,:Mpp.�p. p r�v. /04 �, x'1815�ORM�1� O BE C"��uMP COMPLETE[) 8Y Ak=°P1.1�rn�NI OR ��'���._[g. 11. CUSTOMERS SERVICE i.JNE MEASLIREMENFS ry LER� mm ••�•�. pd`&II 6'\k _ _ Holdings I LLC/Alexander Perros 1"1�1..EPI 1� C8^-BRA- 1�1B.81W I, ° Ba9,��4�"G Pk'�BM� UsrU . ;�"r,1��,�F'?B 35 110 o _.11 Iver Sands 0 Silvermere Road Greenport, NY 11944 Silvrrne8o Roar ra: od.. NY 114 dA8�1,�8�8G�aufela�a�� 140..0 ed C 94..�� _��.m � ...�.. _. u...._ _�.� ...... ... .. .. ...�._�. ,. .�_m....� ._..�.....�..�_�...._�.r.. 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O �1.8" - - _r 5CTM NO.1000-47-2-15 SCTM NO.1000-47-2-14 co VER o 0 � r� o CONC. cc COVER 10 i 5CTM NO.1000-47-2-13 5CTM NO. 1000-47-2-12 rr yAt 24.1' I FRAME 5� r BUILDING" 'r a,a" 24,0' • 5 569008'29"W E �p L a SAI 1� 10.9' ��; 29.1 r 24.1' �""� X81°21'16"r^ gU11 C1LI dG 8' FRAME _. p � r 30' Z.9` crl N BUILD N �� pp� �24.93' a mo 2.4.3- cs � lw. ° ' 2 t N88013'37"W 6 " +"'" 29.30' ��. 7.23 512e! 564038'07"W 016 01 0<59 26.48' . ......... GENERAL NOTES: '' SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION !;. C 0 N T R A 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. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Firarcor better. # Fir/Larch 2 bett GENERAL NOTES: - - - 2, FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. KEHL DESIGN ASSOCIATES tIC 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA , 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. LI residential & commercial design . consulting PRACTICES. 2. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CON-RACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO,BOX 1615 phone: (631)433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11911 E-Mail: ssbn654aoptonline.net 3, 5. Erect and brace trusses in accordance to truss plate institute recommendations. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design Associates,LLC.formerfy 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. -77 ��r> 4. a. All plywood shall be in accordance with the American Plywood Association (4PA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA, THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: 6, a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• 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. 8 9. Design values: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. DEBRIS DIRT AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. = 1 ,900,000 PSI 03-05-23 E THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 90 PSI 03-13-23 9. Fib = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO SPM, 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 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC, SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, ALTERATION LEVEL #2 AS PER THE 2020 EXISTING BUILDING CODE OF NEW YORK COMMERCIAL CONSTRUCTION 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 0 F IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL 25 lbs/sgft 130 (mph) C SEVERE 3'-0' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (IECC) TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM COMMERCIAL CONSTRUCTION / DETAILS- DESIGN CRITERIA CONCENTRATED LIVE LOADS9 SECTION C503 ALTERATIONS LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD PRESCRIPTIVE DESIGN OCCUPANCY OR USE LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100m Alterations t0 any building or Structure shall comply with the requirements of this section USE OCCUPANCY 10. Dwellings (see Residential) ' ACCESSIBILITY CONSTRUCTION D ETAI LS C503 and the code of the new construction. Alterations shall be such that the existing 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 10 the existing building or building system to Comply with this code. Alterations Shall not PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION 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 I,J,K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY build withoutthe authorization of local governing agencies, such CONSERVATION CODE AND ASHRAE 90.1-2016 k EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County De f of P Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: 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 0402.1.3 a,i 1. Storm windows installed over existing fenestration. PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 4a OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD WALLS A80VF WALLS BELUW SLAB-ON-GRADE OPAQUE VERTICAL 2. Surfaced applied window film installed on existing single pane fenestration THE VERTICAL DISTANCE FROM GRADE CLIMATE ROOFS GRADE C41ADE FLOORS FLOORS DOORS FE R E PLANE TO THE AVERAGE HEIGHT OF m ZONE ATTICSAND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the code does not THE HIGHEST ROOF SURFACE: 3 STORY UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 OTHER ANDOTHER GRADE FRAMING UNHEATED SLABS DOORS FENESTRATION FENESTRATION DOOR require the glazing or fenestration to be replaced. SILVE""' ' al""i" =11'-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT 2020 BUILDING CODE OF NEW YORK MARINE R13 R-� R-10 FOR 24' U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, Wall Or floor cavities exposed during construction, provided STATE. R-38 R-3.8d R-7.5 R-4.75 GROUP OR R-20 BLOW 0•38 0.45 0.77 that these cavities are filled with insulation. M 0 0% T E7 L SHGC SHGC SHGC 4. Construction where the existing roof, wall or floor cavity is not exposed. I. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN PF<02 PF<02 PF<0.2 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY)TABLE C402.4 TOTAL HEIGHT FROM RIDGE TO GRADE 13'-6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 0.38 0.36 0.36 BUILDING ENVELOPE FENESTRATION MAXIMUM replacement 6. Air barriers shall not be required and roof lt RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC q 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 0.2<PF<0.5 0.2<PF<0.5 where the alterations or renovations to the building do not include LOAD REQUIREMENTS. CLWT ZONE 4 10.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope, GREENPORT, NY 11944 LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC THE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACEINTSTRUSSES WTHAND SWEB IS 4CONFIGURATIONS 2 INCHES OR ECAPABLE ROFHACCOMMODATNG ANERE THERE ARE O O S MEDE ll FACTOR P.58 P.58 P.58 CABIN 105 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FUND 0.38 0.58 0.58 0.58 h FENESTRATION ALL EXT. DECK FRAMING MA--ERIAL CCA NC PINE #2 AND BETTER THE TRUSSES. OPERABLE SCTM # 1000-47-02-14045 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENESTRATION ALL COMBINATION SMOKE DETECTORS "DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRANCE 0.77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS GENERAL NOTES THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A 2020 BUILDING CODE OF NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PFz0.5 0.43 IRST FLOOR 472 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PF = PROJECTION FACTOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INrRINGEMENTS WILL BE NEW FIRST FLOOR NA i ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SDLEY RESPONSIBLE FOR nELD 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 LOFT NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA ATTIC (GARAGE)(a) 1135-2022 NA N C t �@ -� fl �a"'�'1" �-.-._.,- EX. UTILITY ROOM 14 sq.ft. �✓ h i' PROJECT N0: EX. SCREENED PORCHES 80 sq.ft. i �` .a C, ,� )� DRAWN BY: r EX. OUTDOOR SHOWER NA I, I r „ I � MAR 11 202 �� � � � ���' ��-� EXISTING DECK NA ECKED BY: NEW DECK NA COVERED NEW DECK NA ;A J a+a�Y44..V�1 vV�@h•iv�� r .i... EX. COVERED FRONT PORCH NA rE t1 NUMBER: COVERED ENTRANCE NA r �" POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA G1 (a) WITHOUT STORAGE DOB NUMBER: OF (b) WITH STORAGE © KEIbDESIGN•ASSOCIATES,uc SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USEAMINIMUMOF / � � �!, ; TWO 8d NAILS THIS �tji „o�//. / _ M TS20 LTS20 / SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALLOWABLE LOADS 1.2 LOAD • SIDE OF CEILING JOIST FASTENERS LATERAL /• m _ — ° AND ON SIDE OF RAFTER MODEL GA UPLIFT UPLIFT WITH TOTAL FOUR o (133/160) NO. TO AVG NAILS RODE INTO TRUSS. RAFTERS/ ULT. TRUSS PLATES ES STUDUD S (133) (160) F F2 (133& STU g"— SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION m TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 93) 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND _ UBL DESIGN ASSOCIATES roc PROPER INSTALLATION PROCEDURES %— residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO o ART 'x12 e ° 8d NAILS o P0.Box 1675 phone: (6311433-9084 MODEL GA AVG 2 CODE INTO ULT. REF. Southold,New York 11971 E-Mail: ssbn654@opfonline.net NO. MAX. CLEAR LFTA LFTA PLATES 'mo °' •, ° p WIDTHSPAN L QTY DIA 1�" 2" 21" 3" 31" 1}„ 2" 21" 3" 34" ° .. EIGHT 8d NAILS INTO SP4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 21" 17" 38i1"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: 2 DOUG—FIR LARCH / SO. PIN3E oo These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS MODEL L AVG tOd tOd x 12"' CODE NO. ULT. REF. LFTA oo ideas, design and arrangements represented tad 1Od x 14" (133 / 160) (133) (160) L.S TA 2 1 °° therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be MTS16 t8 14-10d 14--10d x 14" 3116 1000 840 1000 3, 41, 128 °o 0 ° Simpson Strong—Tie copied, disclosed to others or used in connection HGA10 with any work or project other than for which MTS20 20 14-10d 14--10d x 1}" 3116 1000 840 1000 3, 41, 128 o° DETAIL "K" they have been prepared without written consent. AR TJ-x 12 LST20 20 12-10d 12--10d x t2' 2383 775 720 720 3, 41 REV. COUPLER NUT DETAIL 11F JA °° STU 8 — DOUG -FIR-LARCH Equal number of �SIMPSON 03-01-23 SO. PINE CODE ° 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nails In TAKE—UP WASHER MODEL CONTI FLOOR OF LOAD FLOOR ROOF (133/ each end ° 03-13-23 (100) (125) 160 I'. Simpson Strong—Tie G 515 645 670 CS16 5 LTP4 5 J 515 645 670 6, 39, 97 ART8 X12 H 515 645 670 DETAIL "HIT MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOLDOWN ARTJ-x12 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2.3 AT HIGHEST MODEL MACHINE AVG IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE REF. N0. BASE BODY o ANCHOR BOLTS ULT. ALLOWABLE GA GA HB SB W H B SO CL DIA5'8 DESIGN LOAD DESIGN °oo QTY DIA 1}" 2" 22" 3" 3�" 5}" LOAD WHEN RAISED OFF o TH SILL PLATE 0 HD2A 16 12 4{�" 2}" 2 " 8" 2 �" 1,�" �' 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG NO. W L STUD PLATE ULT. OF / SP CODE (133)2 ____C1 6--0) REF. SP4 3{ 71" —'Od x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. CA yy L NAILS FLOOR (133) (160) REF. CIO WORK NOTES: LSTA21 20 1J4" 1 21 1 —10d POS 1 1205 1295 7, 40, 90 0° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. CA W L NAILS FLOOR (133) (160) REF. 5 100 Simpson Strong—Tie STU g — MSTA24 18 1 " 24 18-10d 1 1025 1 1370 1640 7, 40, 90 1 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE No. (LENGTH END (;A CUT LENGTH (TOTAL) t 2 SPACING REF. HD2A TAKE—UP WASHER °°. OF ROLL L 100 (133 / 160) IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2L H6 csls 150' 1a" 1s CLEAR SPAN +31" T6" 7, 40, so ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. OU —FIR AR H PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT IFLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL, "F" 1 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3A" 4J" 2 == 4-16d 4-16d 6076 1140 1160 1-11000 1150 11 DETAIL I 1250 7, 40, 127 11 CN W— HUS210-2 14 3A 9J" 2 8-16d 8-16d 6076 1755 2105 1650 19DO 2065 1, 36, 84, 122 COUPLER NUT DOUG—FIR LARCH/So/So INE ALLOWABLEA ARTJ'x12 STU 8 — 1 FASTENERS UPLIFT UPLIFT FT LATERAL CODE(133/160) REF. SIMPSON MODEL A TAKE—UP WASHER No. A 70 RAFTERS TO PLATES TO STUDS ULT. (133) (160) F F2 HGAIOKT 14 4—SDSd'xlZ" 4—SDSa"x3" Acceptance of these drawings does not authorize the right to 1523 435 435 1165 940 160 build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A MINIMUM OF TWO 8d NAILS THIS requirements with such agencies prior to construction. SIDE OF TRUSS. CNW- 3 COUPLER NUT SP4 �ROJLCT: { TOTAL FOUR m SE A MINIMUM OF ILS �TWO 8d NAILS THIS INTO ATRUSS. SIDE OF TRUSS.. MTS16 STU J'- LSTA21 " ANCHOR BOLTS MTS16 SIMPSON SIMPSON TOTAL FOUR /. m o HD2A TAKE—UP WASHER Strong—Tie INTO TIRUSS.NALS 8d NALS LSTA21 HUS210-2 I LVEM ti I'M Uzi m 'A" w"" '0. ® MOTEL TWO o F1 8 AILS TO PLATES 1100 SILVEROMERE ROAD N TWO EIGHT 8d NAILS INAILS INTO ° T° DETAIL "A" STUD Simpson Strong--Tie PLATES °mo GREENPORT, NY 11944 H7 EIGHT / 8d NAILS INTO o ® DETAIL "D" DETAIL 11G1' STUD Simpson Strong—Tie DETAIL II JI' CABIN 105 Simpson H7 Sim son Strong—Tie LFTA SYSTEM DETAIL "LI' SCTM # 1000-47-02-14 LFTA ROD LFTA 'DRAWING TITLE: Ridge Strapping BP LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 CHARTS & CALCULATIONS NOTE: 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG-TIE DETAILS ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I.' 3" THROUGHROOF 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE 1 st FLOOR II 1st FLOOR 1 at FLOOR ROOF ROOF ROOF AREA = 621 sq/ft CALCULATIONS AND 2" LTP43' U - A x R X c PLUMBING RISER DIAGRAM I LTP4 2„ BATHROOMA = 621 sq/ft 1 st FLOOR R = 2 RAINFALL = .17 ft LTP4 FLOOR C = COEFF. = 1.0 NOTES: a DETAIL, 11011 3 4" F.A. VENT 5" U = 621 X 1 X .166667 = l O4 G.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE c.o 3' ABOVE GRADE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE c•o, 4�.o• PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong—Tie O O TO SCW AAPPROVED RT VILLAGE SEWER SYSTEM s FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor—to—Floor Connections Ridge Strapping SEWERAGE SYSTEM 104 / 42.25 VERTICAL FT. / FT = 2.5 U.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1 8 DIA. POOL 3'-O DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LTP4 Detail PLUMBING RISER DIAGRAM (NTS) ( ) Simpson Strong—Tie FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Flocr Connections 104 / 22.3 VERTICAL OFT. / FT = 4.7 U.F. ;SEAL. DATE. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (1) 6 DIA. POOL 5-0„ DEEP = 5 V.F. PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL -0 OR GREATER COMMERCIAL CONSTRUCTION DETAILS 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. •Id` POOLS TO BE PLACED ON OPPOSITE SIDE OF `�'� _-- �.. DRAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO x `'� '� �' c,%fr.�? BDK NEW YORK STATE HECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH i NO SUBSTITUTIONS POOL MAINTAIN MIN. OF 20 FEET FROM SEPTIC COMMERICAL CONSTRUCTION DETAILS - - r' HEET NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). unless otherwise indiccted, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD �2 No substitutions are approved or out�orized. ` `5�- ` ” ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA "-v, r�� ys'-- (SEI/ASCE 7-22) " Due to the relationships of framing hardware to the other components of the structu-e, any framing WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION DETA LS DOB NUMBER: OF null and void, and will result in the installer/contractor IF A MULTIPLE POOL SYSTEM IS USED AROUND THE assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL performance of the entire system. TO CONFORM TO 2009 A117. 1 © I� BE DIVERTED TO EACH POOL, ' Hn;DEslcN•assoclATEUrs, 4 K" _3' 26'-7° 10'-4" 10 3'-8t' 2 44KEHL DESIGN ASSOCIATES, 10'-4" 1_81', 14433, 81" 13, 10'-63„ KI; residential & commercial design . consulting Provide Handrail asper the 26'-7" 2020 Building Code B 1 4'-74"3 --------------------9'—41 12'—63 A Iof New York State 2 4 \�02 PO.Box 1675 phone: (631)433-9084;z > -N (2)2x6 ACO 28"x 48" 24"x 42" 4x4 ACQ P Girder Provide Handrail Southold,New York 11971 E-Mail; ssbn654@optonline.ret Attached to c. ------5'-91 Conc. Filled Sona as per the 8'—4'�-- 0 a 2020 Building Code 4 t J,, Tube Min. S-D" Below 0 of New York State Kehl Design Associates,LLC o formerly D A K Associates,LLC 7 Final Grade -- < - -7 --n,/��/ Y­ T� C 2'—,31 -7 x6 ACON OWNERSHIP USE OF DOCUMENTS: 4 10�4- UU --------------- 00 oCrawl 2 -04 Existing I These drawings and specifications including the �x I-It 8" cmu. 00 ideas, design and arrangements represented S 103 'Co L0 Foundation r-------------- —------------------ ------------- 2 Existing LA therein, are the property of KEHL DESIGN —ce _t _[)cce 31 3,_ 12'— 4 AC ss CN r------i 16"x8" Conc. Ftg- Existing Existing 4 ASSOCIATES, LLC. No part thereof shall be E E D R O O M 32 C*11 Min. S-10" Below 2" P.C. Slab 2" P.C. Slab Existing copied, disclosed to others or used in connection CN Final Grade. with any work or project other than for which PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH EXISTING they have been prepared without written consent. CD CL. 16"x8" Conc. Ftg. Min. S-D" Below 00 THE 2020 BUILDING CODE OF NEW YORK STATE F Cra I Final Grade. CRAWL SPACE "'a .r Spode 3 ��L _X _J 2 N46 8 -31 AcceFso I '00 c) 1 E E 1 0-) 1 _J 6 CD 31, Existing 4 -34 ----------C-33" C-33 REV. 4 _F____6 -34 8" CMU. 0 Foundation ALL HEADERS ARE TO BE 8'-6 31 (2)IY4"X 74"' LVL UNLESS Existing_ 16 03-01-23 % 03-05-23 OTHERWSE NOTED 8" Conc. Ftg.//� Min. 3'-0" Below 03-13-23 2E 68 -102 Final Grade. Existing 17� 4'T 0 T'll"I Existing o Existing r 0 Existing N F, N 1 4'� 0) (3�2xB Girder 1 1 3 2x8 Girder 2x8 Girder U t1lity -IN cc E-i— ir er - r )2xB Girder NOTE: PROVIDE FIRE BREAKS -1 7 (3) -)2 a-) Room A3 -6 L L _J L AS PER - Existing THE 2020 Existing KITCHEN SITTING 00 8%16" CMIJ 8%16" CMU. X A IBUILDING CODE OF _J �-2---J N �-2 Block Piers Go r------ N Block Piers AREA 7"t 1, 'r on NEW YORK STATE n 0 2 x2'xl' Con. 2'x 2'>o Con, Footing Footing`0 7 7 Existing Z RExisting o Utioom I �-4" PC. Slab CIA 17'-2� I I Existing Existing L_ _J Existing 2" P.C. Slob 2" P.C. Slab 668 6" 28". 48" SCREEN -IN 58% 48" Foundation Existing DOOR L--- -, 5" CMU. Existing I / I Foundation 16%8" Conc. Ftg. L Min. 3-0 Below Final Grade. SCREENED PORCH -----------------------------J —————————————————— I EXISTING I I WORK NOTES: 4 CRAWL SPACE I I 2668 SCREEN I I Existing I I DOOR I I 2" P.C. Slob 4 �4 D 8 31 51, _7'-O"' L------ ---------- I L 0, '---L2'-51 d----6'- 4 4 6'—7 Existing —————————————- 16"x8' Cana. Ftg. F Min. 3'-0" Below WATER VIEW inal Grade. 26'-7" EXISTING FLOOR PLAN UNIT 105 —4 9,743 -1-4j" 12'-64" 12 -112 13 -72 SCALE: 1/4"= 1'-0" 10'-24" 1 1 0'-61" —31 4 -loll 26'-7 30'-5" 12 1 EXISTING FOUNDATION PLAN- SCALE: 1/4"= 1'-0" I Removeove In g 244DH2840 Wind nd Install ll -- r "68 Doan I NO WORK REQUIRED. Acceptance of these drawings does not authorize the right to (2)IY4"X 7"' LVL Hdr. 4 USE EXISTING FOUNDATION build withoutthe authorization of local governing agencies, such —26 7 as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. Crawl Space aPROJECT: 2 is C) N t 0 0 0 0 BEDROOM D R 0\ Access 0 M CO BO 0) 1 ILD 19 X X E IM DEMOR SILVER SANDS 7 C) N N T 1 SITTING ol 2 X I Cn \ILL 2x6 Ridge AREA -00 _3' U > M T E L — 5 -92 X Lo X 2�66 B­`F_ 71 L�_J/A , 1 1 -5 __C, !IN U 't 1100 SILVERMERE ROAD 7 U t I lity- -3 ill Lo Co L'o '0 X 5r N Room ' C14 T L GREENPORT, NY 11944 1i'ffl4 0) r N I 1_0 ALL COMBINATION SMOKE DETECTORS CABIN 105 0 -IN L 521 0 AND CARBON MONOXIDE DETECTORS SCTIVI # 1000-47-02-14 2 BATH (D FIRE ARE TO BE CONNECTED WITH A CENTRAL ROOM XT EXT —1 7'-2j" DRAWING TITLE: MONITORING STATION AND TO BE 2 a. 2474DH 40 J DOOROF 244FX5040 MONITORED CONSTANTLY AS PER THE PLANS 0 .0 1`0 2020 BUILDING CODE OF NEW YORK STATE CABIN 105 7 -8'-1043" 7'-01' 4 AS NOTED t SCREENED PORCH s A A I 1100 NOTES: X x ALL INTERIOR FINISHES ARE TO COMPLY THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE WI TH THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE 2868 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCREEN 2020 BUILDING CODE OF NEW YORK STATE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DOOR DESIGN PIRDIFFESSIONAL ASSUMES NO LIABILITY FOR OMYISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. FIRE EXTINGUISHER SEAL: DATE: CLASS ABC, 5LB, 2A: 103: C SEPTEMBER, 09 2022 6 '-108" 25 1 4' AS PER TABLE 906_3(1 ) FIRE PROJECT NO: 12'-112" 13'-72" EXTINGUISHERS FOR CLASS A 1135-2022 6'-7 FIRE HAZARDS BASED ON, J DRAWN BY: WATER VIEW N" BDK LIGHT, (LOW), HAZARD OCCUPANCY CHECKED BY: FLOOR PLAN SHEET NUMBER: ojfrn , A101SCALE: 1/4" V-On 1 -7EXISTING FILL-IN AREA DOB NUMBER: OF C KEMDESIGN-ASSOMTES, AX­ //x A X P. -KEHL DESIGN ASSOCIATES, residential & commercial design * consulting EXISTING EXTERIOR CONSTRUCTION TO REMAIN Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold LL]I - 111 11111 Hill ox 1675 phone: (631)433-9084 Sou a New 11971 E-Mail: sslon650,,optonline.nell Ex. 2x4 Tru sse s Ex. 2x4 Trusses - 24"oc. Roof eo 311, CDX I II 4' CDX Roof Sheathing Existing Roof System J JIF] Kehl Design Associates,LLC e formerly D A K Associates,LLC 77r7llk`77�,� Roof S L GAF Architectural Roof S ',OWNERSHIP & USE OF DUCUMENIS: 12 5 F— Insulation Baffles These drawings and specifications including the �l no r)n Existing i ideas, design and arrangements represented — R-49 insulation Ice and 0 i� [J 11 ll therein, are the property of KEHL DESIGN Water Shield 0 X ASSOCIATES, LLC. No part thereof shall be Vented Soffit Provide Simpson Hurricane Tydown@copied, disclosed to others or used in connection (2)2x4 Top Plate 1x6 Azek Fasciae F- —1 with any work or project other than for which 3" Ex erior Sheathing --Blue Skin House Wrap or Equal(0 Screen Panel they have been prepared without written consent. 4 —R-15 Insulation 0 ' BATH EAST ELEVATION REV. 2(4 Stud's 16"oc. 03-01-23 Cedar Siding(a Type "X" Fire-rated SheetrockO03-05-23 SCALE: 1/4" l'-O" 03-13-23 2A Shoe 3" SU "x4 Fir Flooring�s 2x8 Box Beam -td 4 1 floor Sheathing 5 2XI5 SillEx isting 2X8 16"oc. Floor Joists to Remain Ex.2x6 Floor Joists 16"oc. 6ffl� R-30 Insulation (3 2x8 Girder 8"x16" cmu. 2" P.C. Slab Spray Foom Box Beam Block Piers )To Remain 8" cmu. on Foundation Existing 2'x2'xl' Con. 16"x8" Conc. Ftg. �2" P.C. Slab Footin 16"x8" Conc. Ftg Min. 3'-0" Below Min. 31-01, Below Final Grade. Final Grade. 17'-9" 5'-10' PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE ALL HEADERS ARE TO BE (2)1 Y4"X 71" LVL UNLESS WORK NOTES: 4 CROSS SECTION (`-A OTHERWISE NOTED SCALE: 1/4"= l'-O" NOTE: PROVIDE FIRE BREAKS AS PER r7 THE 2020 BUILDING CODE OF NEW YORK STATE WEST ELEVATION_ SCALE: 1/4"= l'—O" JI LL NOTES: Acceptance of these drawings does not authorize the right to EXISTING EXTERIOR CONSTRUCTION TO REMAIN CD Provide Insulation Baffles as required at Soffit build withoutthe authorization of local governing agencies, such Locations to Provide for proper attic ventilation I i,ILLLULLLL as Suffolk County Dept.of Health Services, Town Building Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold (2) Provide R-49 Insulation in all Flat Ceilings as per LLIJ Departments, DEC, FEMA, etc. Verify all conditions, codes, and 2018 IECC International Energy Conservation Code II II II II III ll L111 LlLI1Ju1J1 requirements with such agencies prior to construction. Ex. 2x4 Trusses - 24"oc. G Ice and Water Shield to be used Beneath any damaged roofjLiLiLU I 0 4 CDX Roof Sheathing Existing Roof System Effj=shingles or areas of repair on the roof L PROJECT: I-LLLUL l U I GAF Architectural Roof Shingles @ Provide Simpson Tyclown or Hurricane Strapping to the rafters at all locations of the Interior that are Exposed during the Ut 12 3" CDX Gusset Plates removal of mold or deteriorated interior surfaces. 4 5 F— (2)26 ollor Ties 4'-O"oc. SILVER04h nsulotion Baffles (D Existing 6 Provide 1x6 Azek or Equal to all locations of the fascias that R-45 Insulation(Z are I repaired due to Mold or Deterioration. E L ' Ice and Water Shield 0 Vented Soffit Provide Simpson Hurricane Tydown(D 0 Blue Skin House Wrap or Equal to be Used Under Siding for All 1x6 Azek Fasciae F- -1 Locations Repaired (2)224 Top Plate "Co NORTH ELEVATION --Blue Skin House Wrap or Equal 0 0 Remove and Replace any Insulation that shows signs of mold 43" Exterior Sheathing Screen Panel pnfl�- SCALE: 114" l'-O" 0 CD or deterioration with R-15 Insulation Ln I 100 SILVERMERE ROAD < R-15 Insulation 0 ' BATH (3 Remove and Replace any Siding that shows signs of deterioration GREENPORT, NY 11944 2x4 Stud's 16"oo. Cedar Siding® with New Cedar Wooden Shingles 5" Type "X" Fire-rated Sheetrock® I I ED Remove and Replace any Sheetrock that shows signs of mold 8 or deterioration with New 5" Type 'Y' Fire-rated Sheetrock CABIN 105 2A Shoe 2x8 Box Beam Sul floor Shecthing,-,, J"x4 Fir Flooring SCTM # 1000-47-02-14 ] Floor Joists 16"ocDRAWING TITLE: I (5 . Al LL 2x6 Sill Existing 2X8 16"oc. Floor Joists to Remain x.2x Anchor Bolts R-30 Insulation (,t2x8 Girder \—Spray Foam Box Beam 8,,xl6,, CMu. -2" P.C. Slob PLANS - Block, Piers To RemainIIII ll 8" cmu. Existing — 0, LiLLU CABIN 105 Foundation ,-2" P.C. Slab 2'x2'xl Con. R p — Foo in 16"x8" Cana. Ftg. 16"x8" Conc. Ftg AS NOTED Min. 3'-0" Below LL Final Grade. Final Grade. J ALL COMBINATION SMOKE DETECTORS L NOTES: AND CARBON MONOXIDE DETECTORS THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 17'-9" , -10" ARE TO BE CONNECTED WITH A CENTRAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE , MONITORING STATION AND TO BE WPROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE MONITORED CONSTANTLY AS PER THE DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR DMIAISIONS DUE TO UNKNOWN OR 2020 BUILDING CODE OF NEW YORK STATE W UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. CROSS SECTION 13-`� WiL SEAL: DATE:SEPTEMBER, 09 2022 SCALE: 1/4"= r-0" 102 ALL INTERIOR FINISHES ARE TO COMPLY SOUTH ELEVATION PROJECT NO: 1135-2022 WITH THE SCALE: 1/4" 1'-0" DRAWN BY: 2020 BUILDING CODE OF NEW YORK STATE I J. BDK \)Pl- CHECKED BY: SHELI NUMBER: /Q 9 Ilk A102 DUB NUMbLk: OF (D KEHL]DESIGN-ASSOMTE,