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HomeMy WebLinkAbout49084-Z , tTOWN 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 #: 49084 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. #106 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 $936.80 CO-COMMERCIAL $50.00 Total: $986.80 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 litta ,//%,vw,^v. oLItllolclto\,Vllt7 ),aov tete 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 106 Greenport, NY 11944 Phone#:917-318-0027 Email:ALEX@SILVERSANDS-MOTEL.COM MailingAddress: 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 AlAlteration MRepair ❑Demolition Estimated Cost of Project: EilOther See Attached, $404,490.00 Will the lot be re-graded? ❑Yes 9INo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: R-1 Motel Intended use of property: R-1 MOTEL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes WINo IF YES, PROVIDE A COPY. '.heck 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): N�kuthorized Agent ❑Owner Signature of Applicant: �� / Date: . 21DY STATE OF NEW YORK L/V 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)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. s Owner's Signatur; Date ALEX PERROS Print Owner's Name 2 SILVER SANDS 1400 SILVERMERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101 102 103 104105, 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. CEAO.0 T OF THE PROJECT* 428.70 HEC BINE U'CTURES ALU ION WHI;C OTA �09,00�'0-00) AS D RTIFIED VALUATION OF NEWMARK ATON AND ADVISORY CO. Mrichael.A., Aimack AT"TORNEYATLAW P.O. Box 1047 Southold. N.'Y.I 1971 Cell No. 516-658-6807 E-mail: lqovcmlmr 10, 2022 Michael Verily, Chief Building Inspector SOLIthOld 'I'oNAqj building Department 54375 Main Road, Southold. N.Y. 11971 Ru: Silver Sands f loldings I .. 1,L.(, 1400 Silverl-nere road Greenport, N.Y. 11944 Dew I& Verity ; 'I'lle inlell( ofthis Otter is to apq*he you or the embn inde by Silver Sands I-Ioldings I I (1,1,C) M cotiforni to all applkaltle- codes as they njay pertain to the rehabilimdon of the motel and cotyes, I was engaged to address (lie r-AWAlitation plan and evaluate the components of the plan as to Wha1jU1'iSdiCti0jjS apply, both Awn and State, and w Sh Permits may be reClUired to be in cornlAhmen In that context. I pmpwvd n 'AWYMS OF&C SOU11101d (7od(: wilh discussions with Town individUilh; ['or it�jp�jt illto 1.11eir interpretkitio)l its tc, whai pernih(s) Inqh, needed. In addition. I also contacted DEC to gain insight as to �vjjctljcr perj,jjt(S . rcL ) �jje �e(jui 1. "be eWmimakn OFMY iM;Wj was compiled in a swnmaq Ematis WHOM u) Te lAk, JMUMY MAN yea. A cvpy Andlw'Sis is atfachtd. your rvvj(�NNr, 1 &MPY; Wamed 10 WNWO that the UThas midersiandhig tiicir I-cSj)oj,,sij)ijity , Nd, the beginllfiV- been diligent in of rehahil iladoll jllank)1'1hcT0\N)1 aid State in the applicatioll Shcere,13 yow-S. Michael A, Kirnack 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. Il. 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 PHONE 563-5669, FAX 589-5273 August 30. 2022 PREMISE: 1100 Silvermere Rel, Greenport1.31': 2000689137 AKA 1123 Silvermerc Wl-CA300087091 1 fit', ` QL14 —OZ _ ®l, DEAR CUSTOMER: Please be advised: Effective June 1, 2023, our fees may be increasing. To "loci: in" the cw-rent pricing your ,job must be released by May 31, 2023. For your job to be released you must complete the checklist below. IMPORTANTINSTALLATION INFORMATION j As of December 1, 2019. all servicers are required to meet the attached specifications. Please review these carefully, as all criteria must be met for the field inspection to pass. Before your application for neva set-vice can be rcleasecl to our construction department, it will be necessary lot-you to complete/submit the following: 1. Ices: Two 2" Domestic Tap& Vaults(r 9,8200tt $19,6LI0.00 One 6" Hydrant Line $16.200.00 Deposit $ _3�0 ,.OQ TOTAL DUIE, 536,140,00 2. Inspection request — Residential inspections must be scheduled two (2) weeks in advance, and are subject to the time constraints ofour workload. Please plan accordingly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so your hydranl application may be considered. 4. Customer Service Line Measurement 1•orm (l'orm 4215) — Niust be completed by whoever installs the service (either the owner ora licensed plumber is acceptable)once your service line is installed. 5. Service Line Certification — Must be completed by whoever installs the service (either the owner or a licensed plumber is acceptable)once your service line is installed. 6. Address verification — Please provide clocumcnlation assigning the premise address and the coordinating tas map number. 7. Private Hydrant Nlaintenance Aytyreement and Ice: This will be sent un(icf separate cover after you have had }:our hydrant Inspected. Please contact Lisa Cetta at (63 1) 563-5672 to schedule your hydrant inspection. -File fee 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 vin email tta w (era alt tt(^tittataletµlcsP(r scwa.cotn OR Ltttosha at (631) 563-5641 or•via email latosha.moseley-ortiz a.,scwa.com scwA Foun,N215 y �; Rov.10 I6 n" Idl {% d1 P 11 ksi s�u ,w lV k wi B CUSTOMERS SERVICE LWE MEASLIRENAE19115 HIS I 1R 10 TO S 4;Odw COMPLETED Sip AsPP'U CANT...OR W.W.. 6' jE Silver Sands Holdings I LLC/Alexander PerronT��8.u'�.IN 9� ���Uw � u I .u��lli���lw° �- _. _n.. PREMISES ADDRESSm 1100 Silvermere Road, Greenport, NY 11944 MAILING ADDRESS 1400 Silvermere Baud, Grerj,NY 11944 ME"_s .....��"°a�' ,1�aR ❑ �11W�h' I�OUT .h8wk3'HOUSE uwlk��YE MAtdZE RCCF CF1 W P ' C CRF4 a AND/OR CJ66b 6 S0 P°4. V'RC:. �t t G`��FIVER Uq SDV LFII B 1C PROPERTY ILPdNE GARAGE E] LOU SSMEVF I a S4�RV" C E WSVAB P.ED�� TH Iha�6G�PVIh�011M a4 6 COVER, ® R&CPP1 S& F ❑ �4Y;4,W; ur �a '; +4 C:C9C4 PIRESSIXC.PN C68"PBNG ONLY,UNDERGROUND- PORCH [] m Stl-POwW N �� � KIARK ON Ctl;.114"44 5 W rPCe:.UON BY i C:,V/-&BEFORE BACK Gdll.LIIN4", u n t 011+;1u'0fliLyl 6 ¢1AQT(FR k.CN Mtl G`�Fd0 N FPA,NO P�"&1441MSH,'4 RFS5„EIC,YE55�ir�7T ❑ F?4SKIfP C S R IIC F W OTHER Al POKr BCP.PFa E �PAY u�V"CgAP&C4? OF ENTRY. � 4 �4C H BAS IPG G � � a CUSTOMER SHUT aL4PVALVE P ..... ,,._ .�.. . .m._ .. _... _ ,..�.,�.m_.. ,w..,. KJ 1P_ 4a 41 V P4 DI 6 of ..................... y�l dV6llP�YuV d�°+' �� / f�:.,i .,,1. ,. „�, ,,,e. ,'fir✓�„��I..v, Ctt T AMl T �� D B ... ... .._. ,, D BY C A �. �C.�!�2YPCk�G CS VPIE COMPLETE N� �.,. ruw �. 1 uSPUa IT NAME �� 44 76CP.9.PTC F V' 4.,P STREET f PPlE __._ _ _ ” au S DEF71 COPY NEW YORK STA11 DEPARTMENT OF ENVIRONMENTAL CONSERVATION DlOotnts of kvllwmw�j�c11 ps„1111it4, I SUNY its,Stony Bicok,SO Gicle Roo idStooy Hmuk,NY 117W R(631)444-036531 P(631)444-o36o rY k I,'V LETTrIROF NO JURISDICTION � TIDAL WETLANDS ACT Alexander Perros July 27, 2021 Silver Sands Holdings I LLC 19215 Soundview Ave. Southold, NY 11971 Re,, Application #1-4738-04898100001 Silver Sands Holdings I LLC Property: 1100, 1220 & 1135 Silvermere Road SCTM# 1000-47-2-13, 14 & 15 Dear Alexander Perros: Based on the inforrnation you submitted the Department of Environmental Conservation has determined that the portion of the above properties landward of the functional bul'khead's greater than 100, feet in length, as shown on the survey prepared by Young and Young, last revised 5/1712022, 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 jLfriSdiotional 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 (Le, a 15”wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve You of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities, Sincerely, Kevin Kispert Permit Administrator cc: BMHP File -I 11m you N. J. MAZZAFE RO P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design. Construction Inspection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport, NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info —Commercial- 8 Cabins on 1.625 acres —Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On numerous occasions from 11/2022 thru 2/2023 1 inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager (Alex Perros) and he provided me with the project documentation for the proposed refurbishment. The documents included: - Project Design Drawings (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 of Work: The 2020 Building Code of the State of New York contains the following definition: SUBSTANTIAL IMPROVEMENT - Any repair reconstruction, rehabilitation, alteration, addition or other improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. The Town of Southold Code — Chapter 280—Zoning Article 280-4 - contains the following: DEMOLITION-Any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. The 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 should not include: Any project for improvement of a building required correcting existing health, sanitary or safety code violations identified by the building official and that are the minimum necessary to assure safe living conditions. Based on this definition in the NYS Code and my inspections of the existing structure, adjustments should be made to the estimated cost of the rehabilitation/alteration work for comparison purposes. My Professional Engineering opinion is that the following work items would have to be done to assure safe living conditions as defined by the code. Although there were no actual violations issued for these conditions, my professional judgement is that the following items have to be addressed in order to safely re-open this facility: 1 — Due to mold conditions existing throughout the buildings and in particular in the wall cavities and on the ceiling, all the interior wall and ceiling finishes (sheetrock) need to be removed and replaced. Any existing insulation needs to be removed and disposed. Once cleaned, the walls and ceilings should be insulated, new sheetrock installed and finishes applied. This rehabilitation work improves the health and safety conditions necessary to assure safe living conditions. 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. Project 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. Proiect Evaluation—Definition of Work Area Based upon my on-site inspections and my review of the project design plans I was able to evaluate the aspects of this project in comparison to the NYS Work Area definition. The code defines work area as: That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. 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. Nicholas J. Mazzaferro, P.E. et O; 057'0"9 " )6�O,PES s1 5 o m O x n O r n o O b °. r+ A 1 r+ b a m N N o0 J Ol Ll A ',.W N N N C YQ m A 3 to cr ro M M m 0 m Ln0 N co T '',Ol Ol Ol .Ol ullfl 3 W J In U't U'1 09 "(n V O W W V NW W W W Wa% ul 00 00 00 00 W 00 "I 00 W CF) W W W W W 00 00 V 00 LD lD Il0 w LD'.. V J 3 N v � 0 < m 3, A fD 3 d1 V Unul In ul In A A .7. W J V V V _J J lD lD f1 F+ A W W W W W W W 0 �-+ lD J J J J V J J yi lD O Ol 01 D1 Q7 Ol W W''. W 00 V V '00 lD lD lD lD l0 J J .-r H � m L 0 O CL. fu 01ID N lD J J J V J J J n r+ CT ul 00 00 00 `00 00 O O 0 A a, O .O O O O NN 00 F-' V J J J J In ul 0 O O O O O O O O Z m f m r O N Ol Ol ''01 Ol Ol W W 10 N J Ol J W Vl A N V Ol Ol A lD OlU, W l!1 m Ln O Ol W J Ol 10 00 W N O Ql 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 N � e W N W W W A W A A 01 V 00 w LO lD O lD N W y G d 3 Z 0 W N W W W W ,,W W W W In A A A U'I Vl J 0 d c .moi N T. dNO.9 a3Ao� O 'DN09 0'7N0-1 P O mow. a3AOJ o 2 3N is "�. . a3A0� lT 4 ONOO rr4 pp d , 7N 'ONOo pp� NZ bi-2-Lb-000T'ON W1oS 91-2-Ltr-0001-ON,W.LIS Xz S BOOM z f m ddw O(7 r dW ,00•Z8T �wo 3)100 Io98S ''.,Oti,89.68N a3HS N ~~ a3H3 3wvad 37a ui.aoays ans npuDM 3w" 3 i aw ,4 �u��ro ' •� soo f Q- � � � � ilialujol Jo Mou JaAmf �rawo� Jo MouSor6no� I Jwo I I 1 � — i GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION /;., ", :; - _ I A C T 0 R 0 T E S C C 11 T 1General 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 Fir/Larch #2 or better. GENERAL NOTIll - 2• FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. Un DESIGN ASSOCIATES � 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. 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 hone: 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. p AND PAY ALL FEES RIEQUIRED 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, 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. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. tea,,_,_ Ke Design Associates, ®formerlyDAKAssociates,LLC py G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 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 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 WORK. 8. Design values: 3. DUST CONTROL: copied, disclosed to others or used in connection 6• a. Framing Lumber: DF (north) No. 2 or better with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI 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. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Flo 825 PSI 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 03-01-23 8 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN a. Laminated Veneer Lumber (LVL): ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 03-13-23 9. Fv 285 Fb = 2600PPIS1 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING 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 6PM, MONDAY TO FRIDAY, 10. 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, B. EXCEPT LEGAL HOLIDAYS. 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 0 F NEW YORK OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. COMMERCIAL C O S T R U C T I O DETAILS- 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAIN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE O F SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE 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 NEW YORK STATE 2018 International Energy Conservation Code (IECCJ TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM DESIGN CRITERIA CONCENTRATED LIVE LOADS9 COMMERCIAL CONSTRUCTION DETA LS SECTION C503 ALTERATIONS PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD LOADS (psf) (Pounds) C503.1 General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants 100" (SEI/ASCE 7-22) Alterations to any building or structure shall comply with the requirements of this section C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) ACCESSIBILITY C O N S T R U C T I O N D ETA L 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 building, building system or portion thereof shall conform to the provisions of this code TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS TO CONFORM TO 2009 Al 17. 1 as those provisions relate to new construction without requiring the unaltered portions of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGEI 10 the existing building or building system t0 comply With this Code. Alterations shall not 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 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION build withoutthe authorization of local governing agencies, such k CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITION OF THE INTERNATIONAL ENERGY 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 CONSERVATION CODE AND ASHRAE 90.1-2016 construction, provided that the energy use of the building IS not Increased: Departments, DEC, FEMA, etc. Verify all conditions, codes, and HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,ASPER THE requirements with such agencies prior to construction. PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK 1. Storm windows installed over existing fenestration. PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 (NY)TABLE C402.1.3 of 2. Surfaced applied window film Installed On existing Single pane fenestration THE VERTICAL DISTANCE FROM GRADE OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD PLANE TO THE AVERAGE HEIGHT OF m assemblies reducing Solar heat gain, provided that the code does not UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM CLIMATE ROOFS FLOORS THE HIGHEST ROOF SURFACE3 STORY IGRADE GRADE 100 FLOORS DOORS require the glazing or fenestration to be replaced. SILVEffim' S 0"'S =1 V-7" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ UNHEATED SLABS OPAQUE FIXED OPERABLE ENTRANCE 2020 BUILDING CODE OF NEW YORK OTHER ANDOTHER GRADE FRAMING DOORS FENESTRATION FENESTRATION DOOR 3. Existing ceiling, wall or floor cavities exposed during construction, provided STATE. 4 EXCEPT MARINE R13 R10FOR24' U•FACTOR U-FACTOR 11.11-FACTOR that these cavities are filled with Insulation. M 0 T E7 L p�8 OR R-75 R30 BELOW 8-4.75 0.38 0.45 0.n 4. Construction where the existingroof, wall or floor cavity Is not exposed. GROUP R OR R•2o Y P 1. UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN 5. Roof recovered- TOTAL HEIGHT FROM RIDGE 10 GRADE 13'-6 1/2" THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE SHGC SHGC SHGC ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED PF<02 PF<0.2 PF<0.2 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 (NY)TABLE C402.4 0.36 0.36 0.36 where the alterations or renovations to the buildingdo not include 1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE BUILDING ENVELOPE FENESTRATION MAXIMUM LOAD REQUIREMENTS. SHGC SHGC SHGC alterations, renovations or repairs to the remainder of the building envelope. GREENPORT IVY 11944 LUMBER SPECIES AND GRADE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 .2<PF<0.5 2<PF<0.5 _ j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN ClJNMTE ZONE 4 0.43 0.43 0.43 �ERTICALFEN THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE CABIN 106 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED ESTRATE SHGC SHGC SHGC RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF WACTOR PF?0.5 PFZ0.5 PF;,0.5 SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATTERIAL CCA INCHE TRUSSES. FAD 0.38 PINE #2 AND BETTER FENESTRATION 0.58 0.58 0.58 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ,DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: OPERABLE 0.45 ALL COMBINATION SMOKE DETECTORS i. FENESTRATION THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY DOOR ENTRANCE H 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS �G AND CARBON MONOXIDE DETECTORS � ARE TO BE CONNECTED WITH A CENTRAL GENERAL NOTES THAN 30 INCHES. AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORING STATION AND TO BE VERTICAL IN 12 UNITS HORIZONTAL. PF<0.2 0.36 MONITORED CONSTANTLY AS PER THE NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A SHGC NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. 0.2<PF<0.5 0.43 2020 BUILDING CODE OF NEW YORK STATE EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED NOTES: EX. FIRST FLOOR 471 sq.ft. TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. SHGC THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE NEW FIRST FLOOR NA PF20.5 0.43 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA PF = PROJECTION FACTOR FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR RELD FIT. THE NEW SECOND FLOOR NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PRYFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(o) NA 'SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA ATTIC (GARAGE)(c) NA J N0: EX. UTILITY ROOM 14 sq.ft. Q f' 1135-2022 EX. SCREENED PORCHES 76 sq.ft. Lj� �� 3• C 0 9 d� DRAWN BY: EX. OUTDOOR SHOWER NA '� Dy BDK EXISTING DECK NA i NEW DECK NA ,r U COVERED NEW DECK NA �HEET NUMBER: J r (� EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA POOL HOUSE CABANA NAMA ^nG1 ACCESSORY STRUCTURE NA SII ' R � 1 LU2r� �^ ESSIO��`�' (a) WITHOUT STORAGE f,llrrl]`�'rfPr "'Er�ff`f arSOU1i'10LO DOB NUMBER: OF- (b) WITH STORAGE © gBEII1DESIGN•ASSOMTES,uc SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION %% % USE A MINIMUM OF , / rj %� //-;' TWO 8d NAILS THIS MTS 2 0 L T S 2 0 DOUG-FIK LARCH SO. PINE UPLIFT SIDE OF TRUSS. PROVIDE (1) HGA10KT ON ALOWABLE LOADS 1'2 _ LOAD o SIDE OF CEILING JOIST //SII L_ULLQ-X33F Ll FASTENERS LATERAL WITH TOTAL FOUR o /• o ® o ° AND ON SIDE OF RAFTER �qq_11 /� n �d Ci EY w'I� G' MODEL GA UPLIFT UPLIFT (133/160) 8dx1 CODE 8d NAILS °o // M N0. TO TO TO AVG REF. r 1, nl_ NAILS f��., � RAFTERS/ PLATES STUDS ULT. F F2 (133& INTO TRUSS. l/' �I l (133) (160) STU160) "- ° �f TRUSS v NOTE: REFER TO SIMPSON WOOD CONSTRUCTION me r TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES i 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) TWO °II o ARTg'x12 ° ° P0,Box 1675 phone: (631)433-9084 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o •• ° MODEL GAAVG 2 CODE INTO ° Southold,New York 11971 E-Mail: ssbn654@optonline,net NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES °�° ° WIDTHSPAN L QTY DIA 1�" 2" 2 3" 3J" 11J" 2" 21„ 3" 34' EIGHT ° 8d NAILS 4200 1205 1400 5, 44, SP4 LFTA 16 2J" 17" 38i"'16-10d — 85 STUD INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: S 2 DOUG-FIR LARCH / So. PINE FASTENERALLOWABLE UPLIFT LOADS °° These drawings and specifications including the MODEL L AVG 10d 1 O x 12' CODE N0. F Od 1od x 14" ULT. REF. LFTA therein, are the property of KEHLp DESIGN (133 / 160) (133) (160) LS TA 21 ideas, design and arrangements represented oo 0 ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 18 14-10d 14-'Od x 1�" 3116 IOOD 840 1000 3, 41, 128 °, °° HGA10 with any work or project other than for which o ° DETAIL "K" they have been prepared without written consent. MTS20 20 14-10d 14-'Od x 1�" 3116 IOOD 840 1000 3, 41, 128 ARTJ'x12 00 °o op LST20 20 12-10d 12-'Od x 12' 2383 775 720 720 3, 41 o REV. COW- DETAIL E 5 COUPLER NUT �� �� STU 8 — DOUG-FIR-LARCH Equal number of oo SIMPSON TYPE 03-01-23 SO. PINE CODE °° 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ specified nails In TAKE—UP WASHER N0. TION (100) (125) 160 each end Simpson Strong—Tie 03-13-23 ) Q G 515 645 670 1 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAEL "H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''''9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2,3 AT HIGHEST REF. MACHINE AT HIGHEST NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY ° BOLTS ALLOWABLE HB SB W H B SO CL DIAS,8 LOAD DESIGN p° GA GA DESIGN WHEN RAISED OFF ° QTYDIA 1}" 2" 21" 1 3" 1 54" LOAD THE I PLATE O o 0 HD2A 16 1 12 4�•' 1 21" 1 2J" 8" 1 2�" J„ 1t7s" 2 12150 1 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 G o 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. W L STUD PLATE ULT. DF SP CODE / (133)2 (160) REF. SP4 3{" 7}•' -10d x 11" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. GA y L NAILS 100 FLOOR 0o 133) (160) REF. o ( � WORK NOTES: LSTA21 20 1�" 21 1 -1 d 905 1 1205 1 1295 7, 4D, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLDWABLE TENSION LOADS CODE o NO. CA FLOOR REF. W L NAILS (133) (160) Simpson Strong—Tie -S TU g" 100 — MSTA24 18 1 " 24 18-10d 1025 1370 1640 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. (LENGTH END CA, CUT LENGTH (TOTAL) 2 SPACING REF. HD2A TAKE-UP WASHER ) oc. OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong—Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HE CS16 150' 14" 16 CLEAR SPAN +31" i'S 7, 40, 90 DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. DOUG—FIR AR H S PIN ALLOWABLE L A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA W HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" H B 10d 16d ULT. (133) (160) tOd 16d 10d 16d 10d I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CN W— LUS46 18 3A" 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 — 1250 7, 40, 127 DETAIL "I" 14 3A" 9�" 2 COUPLER NUT HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART�'x12 5 DOUG -FIR AR H PIN ALLOWABLE STU '— 8 SIMPSON MODEL FA:iTENERS UPLIFT LATERAL UPLIFT (133/160) RODE NO. GA ULT. TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (,so) F F2 Iso Acceptance of these drawings does not authorize the right to HGA10KT 14 4-SDS4"x1�" 4-SDS4"x3" 1523 435 435 1165 940 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 SP4 requirements with such agencies prior to construction. TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT \ SP4 TOTAL FOUR /. ® USE A MINIMUM OF �" ANCHOR BOLTS Bd NAILS TWO Bd NAILS PR0J ECT: THIS LSTA21 SIMPSON 8 INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 STu SIMPSON TOTAL FOUR /• ® HD2A TAKE-UP WASHER o Strong—Tie 10 INTO TRUSS. LSTA21 Ll HUS210-2 S ® TEL TWO F1 ILS 8 TO AILS PLATES 1100 SILVERI�IERE ROAD TWO o EIGHT 8d NAILS 8d NAILS INTO IN TO DETAIL "A" STUD Simpson Strong—Tie PLATES ® GREENPORT, NY 11944 H7 EIGHT / 8d NAILS ® INTO DETAIL "D" DETAIL "G" DETAIL "J" 'p STUD Simpson Strong-Tie CABIN 106 H7 Simpson Strong—Tie LFTA °' Simp SYSTEM DETAIL "L" SCTM # 1000-47-02-14 LFTA RODDRAWING TITLE: LFTA Ridge Strapping BP LSTA30 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NOTE: RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 SIMPSON WINDLOAD CHARTS & CALCULATIONS ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. STRONG—TIE DETAILS 3" THROUGH ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. I' 1st FLOOR II 1�t FLOOR 1 SROOOOR 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF DRAINAGE ROOF ROOF AREA = 615 23 sq/ft CALCULATIONS AND LTP4 23BATHROOM z„ V - A x R x c PLUMBING RISER DIAGRAM .. .. LTP4 1 s A = 615 Sq/ft FLOOR 1st FLOOR — 2'• 3.. 2" R = 2" RAINFALL - .17 ft LTP4 4" F.A. VENT 6" C = COEFF. = 1.0 NOTES: 3" c.o 3" ABOVE GRADE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, C c o 4 O O TO GREENPORT VILLAGE SEWER SYSTEM V = 615 x 1 x .166667 = 103 C.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 3" 3" 3" SCAPPROVED PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie SEW E SYSTEM FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor—to—Floor Connections Ridge Strapping 103 / 42.25 VERTICAL FT. / FT = 2.4 U.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 PLUMBING RISER DIAGRAM (NTS) F UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie Detail USE (1) 8 DIA. POOL 3-0 DEEP = 3.0 V.F. FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OR Floor-to-Floor- Connections 103 / 22.3 VERTICAL FT. / FT = 4.6 V.F. SEAL: DATE: SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CER—IFIED BY AN USE (1) 6 DIA, POOL 5-0„ DEEP = 5 V.F. PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CO STRUCT10 DETAILS- THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. 135-2022 POOLS TO BE PLACED ON OPPOSITE SIDE OF �E�P _'�A� DRAWN BY ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF HOUSE AND/OR LEADERS TO BE PIPED TO ��o�� 3• Coyer d . BDK NEW YORK STATE CHECKED BY: POOLS (1/2 OF THE ROOF TO DRAIN TO EACH ,..Fl� NO SUBSTITUTIONS C 0 M M E R C A � C 0 N STR U CT 0 N D ETA) ES POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC �, ! iii _�'Ir�!� � SHEET NUMBER: All framing hardware shown on these plans, SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). .° unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD �� No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ���Y Due to the relationships of framing hardware to (SEI/ASCE 7-22) WI--)ERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing DuB NUMbLk: ul hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETAI ES IF A MULTIPLE POOL SYSTEM ISUSED AROUND THE null and void, and will result In the installer contractor assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL © KEHLDESIGN•ASSCIMTES, ur performance of the entire system. TO CONFORM TO 2009 Al 17. 1 BE DIVERTED TO EACH POOL, 29'-44 /R �i 10'-4" -10" 3'-82" 10'-54" R KEHL DESIGN ASSOCIATES residential & commercial design . consulting A B 1 102 26'-44" 14 i PO.Boz 1675 phone: (631433-9084 4" —�" 12'-4" 10'-4' 1 —84" 3'-8 4 10'-4" Soufhcld,New York 11971 E-Mail: ssbn6540optonline.net Provide Handrail I 28"x 48" 24"x 42" as per the 2020 Building Code (2)2x6 ACO 1 1 of New York State 4x4 ACO Post Ila Girder Kehl Design Associates,LLC®forme formerly D A K Associates,LLC 5'-9- 8'-1- Provide Handrail %��'rfJ%% rc%��/%� � Y er the _ 4 4 Attached to 8" _ 1 1 �� Conc. Filled Sona J I 2 N 3 o 0 2020 Bedding Code OWNERSHIP & USE OF DOCUMENTS: U N B TH � � Tube Min. 3'-0" Belo 'Iv a N —af New York State Final Grade O 4" 104 I I These drawings and specifications including the 0 2'-0"" = cc d (-2x6 ACgN� ----------------� ideas, design and arrangements represented Crawl 4 `� ( ----------------- -- ---- o� r� -- ---- therein are the property of KEHL DESIGN 1 3 I :X Existing = = ASSOCIATES, LLC. No part thereof shall be S 3 3'- 2'-10 " i� Space SIN 4 N SIN 8" CMu. --------_ ------------- ------- --------- ( copied, disclosed to others or used in connection ACCESS 1" N O Foundation I �------ -----� I ci BEDROOM 3� I N I Existing �r 4 4„ 4„ with any work or project other than for which 0 I l CL, ry � 16"x8" Conc. Ftg. they have been prepared without written consent. r--- I Existing Existing 81 -IN3 Final Grade. 2" P.C. Slab 2' P.C. Slab 16"x8" Conc. Ftq r7 �' Min. 3'-0" Below � 1„ I I I Min. S-0" Below X 2468 1„ PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH F---1 Existn EXISTING REV. g Final Grade. �o _101" L `I 3g �o THE 2020 BUILDING CODE OF NEW YORK STATE I I Srade CRAWL SPACE 1") a I I 00 I I I Acpceps � a 0 03-01-23 N - I L__J -3$" F -38" -3'$" � -3�" a" CMu. 03-05-23 o Foundation r -6 ALL HEADERS ARE TO BE I i 03-13-23 C (2)14 X 7JLVL UNLESS 16"x8 xicon9, Ft I I I 2668 OTHERWISE NOTED g' I I Utlllt 1" ro Min. 3'-0" Below 1 �'- ( a Existing N -4T Existing o �r 4{ Existing I O N o Room 32 3� x Final Grade. I I 3 2x8stGieder_ _g _ I _�L _ �� I u (3)2x8 Girder I I (3 2x8 Girder 1 N- 3 2x8_Girder _ 00 NOTE: PROVIDE FIRE BREAKS I I I RI I u o N �3'-6' I o SITTING KITCHEN AREA AS PER I I L___�cc _J L __J Existing IN I 8"x16" CMU. co THE 2020 - I ,`— --- x Existing --'" N BUILDING CODE OF - 2' 8'x16' CMU. 2° N -2 R Block Piers I� �---- a Block Piers on I IV NEW YORK STATE °CI00 m °n c 2'x2'xi' Con. A I1 w 2'x2'x1' Con. X Footing rot I -- Footing ^� 8'-6 3„ N I Existing l N w I N �-- 16'-114 I utility Existing Existing I 2668 I I 4" PC. Slab Exist'n a" CMU. C) Existing Room 28% 48" �r SCREEN SIN 58% 48" L-- ---I I Existing 2" P.C. Slab Foundation 2" P.C. Slab I I DOOR r7 i I 8" CMU.00 00 1 I I I iI I Foundation N Existing O 16"x8" Conc. _ Min. 3'-0" Bellow L-------------------------------- -d rI SCREENED PORCH Final Grade. -------------- ------- _ � III 1III WORK NOTES: I I r-------------------- ---------------------------------- 1 .to I I I 2668 I 1 EXISTING I I SCREEN 4" 4" DOOR 0 CRAWL SPACE I o I I Existing I I I 2" P.C. Slob 4' 14" -2 " 1'-9"I�— 6'-y4„ -g2„ L----- ----------- I L-3'-6" 26'-44" ExistingR---_--__ -------------- 16'x8" Conc. Ftg. WATER VIEW Min. 3'-0" Below Final Grade, A B 1 26'-44E�ISTING FLOOR PLAN UNIT 106 4'-54 '-7 " 13'-44 " —3'-10" 26'-44" SCALE: 1/4"= 1'-0" 10'-24" 1" 1" 10'-4" 30'-2 4., A B D2 102 EXISTING FOUNDATION PLAN R SCALE: 1/4"= 1'-0" Acceptance of these drawings does not authorize the right to r7 build withoutthe authorization of local governing agencies, such Remove 'Ing = as Suffolk County Dept.of Health Services, Town Building iN NO WORK REQUIRED. Departments, DEC, FEMA, etc. Verify all conditions, codes, and 244DH2840 wind nd Install USE EXISTING FOUNDATION p y 868 Door (2)1 4"X 74"' LVL Hdr. requirements with such agencies prior to construction. 25'-94" PROJECT: I 00 Crawl Space SILVER` I~o I~ Access u.a 1 0 0 EBEDROOM o COMBO II� 1 TEL X Ecli •` q a 2 DE OR N N W 3 I Iv SITTING 32" �o U I J 2x6 Ridoe AREA ' 1100 SILVERIVIERE ROAD 3 (V N GREENPORT, NY 11944 H F- X •-IAV nro I l o I l p 2668 utility SIN N I � � � � � CABIN 106 Room 32 +� .3 N "N z SCTM # 1000-47-02-14 FALL COMBINATION SMOKE DETECTORS DRAWING TITLE: 4 N AND CARBON MONOXIDE DETECTORS 00 2 %3 „ '-2 ” �I� ARE TO BE CONNECTED WITH A CENTRAL PLANS CID3 " BATH MONITORING STATION AND TO BE CABIN 106 N ROOM EXT 16,_114„ MONITORED CONSTANTLY AS PER THE 2 6a 2020 BUILDING CODE OF NEW YORK STATE AS NOTED 244DH 40 d DOOR -104244FX5040 o r) rl I r NOTES: N -1 1 -74" J 7 '-C2" N THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE +Q 1� DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE ALL INTERIOR FINISHES ARE T O G O M P L Y PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL SCREENED PORCH :� ° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WI TH THE DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR OMI,1ISIONS DUE TO UNKNOWN OR N AND OR 2020 BUILDING CODE O F NEW YORK STATE FORMALLYEACKINOWLEDGEED ELD IOASSREVIISION TO THIOSE PLANED UPON COMMENTS NOT S. 2868 SCREEN DO R SEAL: DATE: B SEP02 102 T - FIRE EXTINGUISHER PROJECT TNO: ER, 09 2022 R i �.— 1 CLASS ABC, 5LB, 2A: 10B: C aRpd R�� 1135-2022 4'-112 1 4" 104 AS PER TABLE 906.3(1 ) FIRE ,����- C yox, DRAWN BY: 12'-11 13'-44" EXTINGUISHERS FOR CLASS A `� �o�.�a�st, '%0 BDK 26'-44" FIRE HAZARDS BASED ON, fc^' � 7ECKED BY: WATER VIEW LIGHT, (LOW), HAZARD OCCUPANCY `tn LT NUMBER: F�p� 6�4 R: FLOOR PLAN- — S�o��� A1 01 SCALE: 1/4"= 1'-0" DOB NUMBER: OF EXISTING FILL-IN AREA © MIDESIGN•ASSOMTES,uc 1 �8. L iLd tj it s EXISTING EXTERIOR CONSTRUCTION TO REMAIN MR.DESIGN ASSOCIATES LLC residential & commercial design . consulting Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold Ex. 2x4 Trusses - 24"oc. P0.Boz 1675 phone; (631)433-9084 " COX Roof Sheathing Existing Roof System Southold,New York 11911 E-Mail: ssbn654@optonline.net GAF Architectural Roof Shingles Y Kehl Design Associates,LLC a formerly D A K Associates,LLC F 12aeF.�>. ,�„ , �:;� y.. r` -LLOWNERSHIP & USE OF DOCUMENTS: Insulation Baffles R-49 Insulation These drawings and specifications including the i Ice and Water Shield© ideas, design and arrangements represented Vented Soffit Provide Simpson Hurricane Tydown i therein, are the property of KEHL DESIGN 1x6 Azek Fasciam F ASSOCIATES, LLC. No part thereof shall be (2)2x4 Top Plate I I 1 L I I S I L V Ill H �U H I I f ILd Blue Skin House Wrap or Equal® copied, disclosed to others or used in connection l " 9 Exterior Sheathing Screen PaneliU - ELL] III LII �L with an work or project other than for which a 11 l l l l 11 111-LJ tl I I II II I I II II LI I y p � 1L11 III LI III II II N II II IIILLLLuj they have been prepared without written consent. —R-15 Insulation 0 ' BATH 2x4 Stud's 16"oc. Cedor Siding® I I EAST ELEVATION REV. I I — 8" Type "X" Fire-rated Sheetrock 0 I I I I 03-01-23 2x4 Shoe 2x8 Box Beam 4"Sublfloor Sheathing I 4"x4 Fir Flooring SCALE: 1/4"= 1'-0" 03-05-23 03-13-23 2X6 Sill I fflffiExisting 2X8 16"oc. Floor Joists to Remain -1INEx.2x6 Floor Joists 16"oc. R-30 Insulation (3)2x8 Girder Existing) ab Spray Foam Box Beam 8"x16" CMU. 8" CMU. Block Piers To Remain Foundation Existingon 2" P.C. Slob 2'x2'x1' Con Footina 16"x8" Conc. Ftg. 16"x8" Conc. Ftg. Min. 3'-0" Below Min. 3'-0" Below Final Grade. Final Grade. 1J11� �I 11 1 11 11111 Hill 11 11 11 11 11 11 17 -104 5'-84" I LI II I I �I I I LIJLI I I I I .,,. 23'-7' ,.. :y`'w '�yk.;.is S%:•...r. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE CROSS SECTION A WORK NOTES: ALL HEADERS ARE TO BE SCALE: 1/4"= 1'-0" 0 (2)1 a"X 74" LVL UNLESS OTHERWISE NOTED 11 11 11 h 11 11 11 1 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 BUILDING CODEWEST ELEVATION_ NEW YORK STATEE SCALE: 1/4"= 1'-0" ' l LILI NOTES: L Acceptance of these drawings does not authorize the right to EXISTING EXTERIOR CONSTRUCTION TO REMAIN m Provide Insulation Baffles as required at Soffit build withoutthe authorization of local governing agencies, such Locations to Provide for proper attic ventilation L as Suffolk County Dept.of Health Services, Town Building Provide R-49 Insulation in all Flat Ceilings as Per L Departments, DEC, FEMA, etc. Verify all conditions, codes, and Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold 2018 IECC International Energy Conservation Code J�1_�JIJJJJ-tLLL requirements with such agencies prior to construction. Ex. 2x4 Trusses - 24'oc. 0 Ice and Water Shield to be used Beneath any damaged roof 4" CDX Roof Sheathing Existing Roof System shingles or areas of repair on the roof II II II L IIJ-LLL�J- a ANROdECT: Provide Simpson Tydown or Hurricane Strapping to the rafters 11 !J1 CAF Architectural Roof Shingles at all locations of the Interior that are Exposed during the Lam 1111II II IIJLI removal of mold or deteriorated interior surfaces. II II it I I II tl II LI_LIL1 12 SILVEFZZ' 5� - m Provide 1x6 Azek or Equal to all locations of the fascias that nsulotion Bafflesm 2X6 16"oc. Ceilin Jois are repaired due to Mold or Deterioration. R-45 Insulation(Z Ice and Water Shield m ® Blue Skin House Wrap or Equal to be Used Under Siding for Al MOTEL Vented Soffit Beneath Existing 2x4 Rafters Locations Reolred p Provide Simpson Hurricane Tydown® F NORTH ELEVATION ----I Provide 1x6 Azek Fascia m (2)2x4 Top Plate o I I ® Remove and Replace any Insulation that shows signs of mold Blue Skin House Wrap or Equal 4" Exterior Sheathing I i i Screen Pone[ or deterioration with R-15 Insulation SCALE: 1/4"= 1'-0" I I 1100 SILVERMERE ROAD Lo e Remove and Replace any Siding that shows signs of deterioration R-15Insulationm ' BATH I -I with New Cedar Wooden Shingles GREENPORT, NY 11944 20 Stud's 16"oc. I 1 9 Cedar Siding® I I ® Remove and Replace any Sheetrock that shows signs of mold " Type "X" Fire-rated Sheetrock eI I 5" 2x4 Shoe I I or deterioration with New 8 Type "X" Fire-rated Sheetrock CABIN 106 2x8 Boz Beam 4" Subfloorl Sheathing I 4"xa Fir Flooring SCTM # 1000-47-02-14 2x6 Sill Existing 2X8 16"oc. Floor Joists t emai x.2x6 Floor Joists 16"0 YTLJ 11 DRAWING TITLE: Anchor Polls ( 2x8 Girder Existing RInsulation "x16" CMU. P.C. b Foam g Iw 1 Spray Foom Box Beam Block Piers To Remain 3 PLANS on 8" CMU. Existing 2'x2'x1' Gan. CABIN 106 Foundation 2" P.C. Slab Footin 'F`V' `' a 16"x8" Conc. Ft 16"x8" Conc. Ftg. ;£ ' 4:., AS NOTED Min. 3'-0" Below9' Min. 3'-0" Below '¢; Final Grade. ALL COMBINATION SMOKE DETECTORS Final Grade. :.:: ::soe�><�„o::;.; AND CARBON MONOXIDE DETECTORS = ;F.'v ° . : y:Ht�� �:y ' � �:� NOTES: ARE TO BE CONNECTED WITH A CENTRAL " `'°'"' ' " 'f"' THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE o- LILLIL t .; DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 17'-104" -10" MONITORING STATION AND TO BE ::u,,'4 .4fl ,n .,; PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL M 0 N I TO R E D C 0 N S TA N TL Y A S PER THE `;' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE z DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR 2020 BUILDING CODE OF NEW YORK STATE " `'' �' '"'``'#` UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ))_ FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1llLILW_I II I I III I I L SEAL: DATE: CROSS SECTION B SEPTEMBER, 09 2022 ALL INTERIOR FINISHES ARE TO COMELY SOUTH E PROJECT NO: SCALE: 1/4"= 1'-0" 1135-2022 1 ' , DRAWN BY: 0WITH THE ��- 2020 BUILDING CODE OF NEW YORK STATE SCALE I/4"= 1'-0" ��C` � Cp%;' /C� BDK �y v C'0 CHECKED BY: SHEET NUMBER: Al 02 1 DOB NUMBER: OF © KEEIIrDESIGN•ASSOMIZ,uc