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49086-Z
M d ��� TOWN OF SOUTHOLD ta �>a, 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#: 49086 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. #108 At premises located at: 1100 Silvermere Rd, Green ort 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 $1,087.20 CO- COMMERCIAL $50.00 Total: $1,137.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town HalI Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 http :llwww..outholdto nn ,o°ori° Date Re� ���� APPLIC TI N FOR BUILDING PERMIT For Office Use Only PERMIT NO. LM 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# 1000-47-2-14 Project Address: 12W Silvermere Road, Units 108 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, ESC . 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 FMAlteration *Repair ❑Demolition Estimated cost of Project: (]Other See Attached. $404,490.00 Will the lot be re-graded? ❑Yes ®No 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 ANo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(prit ,arae): IPCuthorized Agent ❑Owner Signature of Applicant: Lv, -- Date: . Cj l "La-L-1 STATE OF NEW YORK) - SS: COUNTY OF SUFFOLK ) RICHARD W. VAN DEN SU 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 ofJUNE . 20 22 Notary Public A(Where the applicant is not the owner) ALEX PERROS residing at 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY RICHARD W. VANDENBURGH do hereby authorize to apply on my behaif to the Town of Southold Building Department for approval as described herein. Owner's Signaturk Date ALEX PERROS Print Owner's Name 2 SILVER SANDS 1400 SILVERIVIERE ROAD GREENPORT, NY 11944 631-513-9019 ADDENDUM TO BUILDING PERMIT APPLICATION Units 101 102 103 104, 105 10Ew 10 108 WITH RESPECT TO DEC TRUSTEES WATER &SEWER: DEC JURISDICTION —See Attached No Jurisdiction Letter dated 7/27/21 TRUSTEES JURISDICTION —See Attached Letter from Kimack dated November 10, 2022. SCWA HOOK-UPS—See Attached Permit issued by SCWA for connection. SEWER HOOK-UPS— Be advised that we did not perform any new work or hook ups and the only work that was done by Skrezec was to inspect and repair a broken line. DESCRIPTION OF THE PROPOSED CONSTRCUTION: For Each of the cottages, the work to be done includes as typical; •Roof replacement. •Repair or Replace damaged/rotted framing where needed. •Upgrade insulation. •Replace/upgrade existing plumbing risers and fixtures. •Replace/upgrade existing electrical service and rough-in. •Replace/upgrade existing HVAC. •Replace interior wood flooring. •Replace sheet rock and trim. •Repair or Replace screened-in porches, as needed. •Repair foundation cracks, as needed. •Replace windows and doors in kind. •Repair or Replace existing siding. CERTIFIED COST OF THE PROJECT: . ° F T E COMBI ST UCTURE ALUA �ONWHI TO ALS $ ; M As$404,4 0 (28.7 'MTEIMIN BY C TIFIED U' ON OF NE K VALUATADVISO CO. Allrichael Al., Aimack ATTORNEYATLAW ME Box 1047 MGM MYJ 1971 Cell AN. 5161581807 November 10, 2022 Michael Verily, Chief Building Inspector St)U(h0Id F0M!n building Department 54375 Main Road, SOLIthOld. N.Y. 11971 Re. Silver Sands Holdings I 1400 Silvermere lZoad Greenport, N.Y. I 1944 Dear Mr. Verity; The intent of this biter is to apinise you or me eMbrt made by Silver Sands HoIdings I I A,C (I'l,C) to Conform to all amAcille codes as the, may pertain to the rehaNihadon of the nug& and cottages, I my s engaged to address the KNOW% plan anti evaluate the cornporanus of the plan as to "Ildt Jurisdictions apMy. NO Town lInd State, and w-iich permits 111,1y bL' rL(.]Llil'(.,d to be in emniAhmeo In that Corllca�:t. I J'ny Amd.ysis OJ'tllC SOL111101d Codes along with disc"Mmis NOW Town inchAdwds Qw hqml into Mch interpreindcni zm to INK pernAt(s) may h,� We? In adTM"L I ONO MAW INA' to gWn insight as to Whefllt,'I' PCI'111it(S) Are I-OCILlil-C(l. Ile culminJEW of my inydr; "Is cmnMkd in a swurnary analysis submitted to the LLC 3QUIMOAS YcOc A copy AS) Most is alutchtd Or your review. I simply "amed M ernphasib: that the UJ Ahas. hyrn the beginning, been diligent in understanding their responsibility 10 abide by the Cod�!s ofthe Town and State in the appjjcati()j-j ofthe rehabilitation Plan. Swcort-et yours, Michael .\. Kirnack SILVER SANDS HOLDINGSI 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. Ill. 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 Silvennere Rd, Greenport BP: 2000689437 AKA 423 Silvennere Rd-CA300087091 1 DEAR CUSTOMER - 01 (v Please be advised: Effective June 1, 2023, our fees may be increasing. To "lock in" the current pricing your job must be released by May 31, 2023. For your job to be released you must complete the checklist below. IMPORTANT INSTALLATION INFORMATION As of December 1, 2019, all services are required to meet the attached specifications. Please review these carefully. as all criteria trust be met for the field inspection to pass. Before your application for new service can be released to our construction department, it will be necessary for,you to complete/submit the following: 1. Fees: Two 2" Domestic Tap& Vaults(c 9,820ea $19,640.00 One 6" Hydrant Line $16200.00 Deposit S 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 time constraints of our workload. Please plan accordingly. 3. Please complete the enclosed Private Hydrant Application (gold paper) so your hydrant application may be considered. 4. Customer Service Line Measurement Form (Form 4215) — Must be completed by whoever installs the service (either the owner or a 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 documentation assigning the premise address and the coordinating tax map number. 7. Private Hydrant Maintenance Agreement and Fee: This \\ill be sent under separate cover alter you have lead your hydrant inspected. Please contact Lisa Cetta at (631) 563-5672 to sche(lule your hydrant inspection. The fee will be $7250.00 per hydrant. Please mail all information to the above address. If you laavc tttt), questiaans, please contact the New Service Department at (631) 218-1148 or via email OR Latosha at (631) 563-5641 or via email lattrshamvSelcy-(.mt tW&ScrvILct,rtn SSW Armnl'm02;5 '� M 11113 � ...�,.:.,.__Y ym C",USIOMERS SERVICE.. LINE MEASUREMENIS Silver Sands Holdings I LLC/Alexander Perros .....m. -1._�'�G�Hd":�NE NUMBEIfa_ _ 1. 1 OQ7: .. ..................... PR l USES ADDRESS. 1100 Silvermere Road, Greenport ,NY 11944 N . d,.Greenp'gq„ NY 1p1944t _ _...� ...,.._ V�y,�p��p��.;p 9������N�� �.. 1400 Sil. vermere re Roa... y . �. (SERVICE OUT HMISE UN I!:: h.lf�flC: �R � b9' ... µ 'I H C " a lw' BE- MEAS FROM l. RM 'i d"T Y 5C FT fl_COPPERPh,P+D/..)R 2010 PS1 PUL .`SBkC;. MANHOLE [ POLE COPPER flflw's'6.ra41LLED]I()IPR"'�PUlpY�fln,ORVIr: HOUSELEFT SIVE � �C^I � 3 S P%qC E Cu`d;WPPL .D MMli�'PPB�RIuti''UMI 4-C`"C:C'VER. G GARAGEY[ � ti7�a0�V�Ilha'i �.� � nP � C ()Pw'GlPRIF�4b4Uq Fb6�IdeG��"�bV'VY &Yfl^DE I�'�C114PV"D PORCH �] AS SHOWN � P IAR i+ I C fls�ro'��C C�11 U C$ e C C"�.BEFORE H� C IL.V��� .. � � E1 6 EV%_K kWTH CLEAN PeN..NO RUBBISH,CIREES EIC HYDRANb EM;'IM SERVICE T (.,,U,rviC �ER S 'CDIFF L6LST �� �TRUNV OF ENTRM OTHER CAICH BASIN �NSTALLED BY LPHI� ,Ni: Vu'a/+�6'":.WRCflC:?/N�)0rlB E CQ:)dPLN:l�� Y(rSCNWA: I'' a a� j ; qtr OR(::A ^, ��.. .�.. _.. m.....,...a_..�.W._...,�.�_.___..�.�.._..._ r lfi �Sirc2`ED POM DIANE _ u� ST."RVICIM DEVYT,COPY STREC?@,!Ahl __ -�m... .. _...... �..w .. NEW YORK S"1',1A'TE DEPARTMENT OF ENVIRONMENTAL CONSERVAW)N D Ivk I u I I ut I-flvl I a I¢t I I I o I uwI I I,,I I It It w' II I SUNY M,Stol IV BIouk,50 Ciwk-1 Rood,Stony 13mol<,Wy k119} R((331)444-0365 1 P((3 1° 444-0360 WVAlid0l IIYUII LE-111 0 � ICT I�QN �ER OF�NJURIS�D 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 r(-',.,vised 5/17/2022, which was, constructed prior to AL19LISt 20, 1977 as evidenced on Tidal Wetland Mai)#720-552, are, beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with [lie current "ridal 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 ally sedimentation or disturbance within Article 25 jurisdiction which may result frorn, your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve You of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: BMHP File WWWO 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 GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID## 100004700021000115000, li 00004700020001400-0, 13000�7000`?00G13000, 10000470002000?`2000, 1000047000200x09000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BETS PHILLIPS All the sanitary sewers,appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at(631)477-0248 ADMINISTRATOR PAUL J. PALLAS, P.E. EXT. 219 Regards, yd CLERK SYLVIA PIRILLO, RMC �� EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRAN EXT. 21177 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. MAZZAFER O P.E. PO Box 57, Greenport, N.Y. 11944 Phone - 516-457-5596 Consulting Engineer March 1, 2023 Design, Consh*yction Ins ection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: - Certification Statement - Construction Costs for Refurbishment of Cottages 1 to 8 Tax Lot— 1000-047-02-14 (1100 Silvermere Road, GPT,NY 11944; AKA 101-108) Property Occupancy Code—R-1 Motel Transient—NYS Building Code Section 310.2 Project Category—Alteration 2 -NYS Existing Building Code Section 603 Tax Info —Commercial - 8 Cabins on 1.625 acres—Pre-Existing 1957 No CofO's for main structure; CofO 10112 issued 8/26/80 for Tree House On 2/26/23 I reviewed the project plans for the Silver Sands Cottages renovation. My review included discussions with the Project Manager (Alex Perros). The purpose of this effort was to determine if the proposed construction complies with the 2020 NYS Building Code (Energy Conservation), in particular the 2018 IECC. The proposed work has been determined to be an "Alteration-2" as defined by the NYS Code. The elements reviewed for energy conservation include the exterior envelope, fenestration and HVAC System. Exterior Envelope: The exterior envelope includes the roof, ceiling walls and floor. The insulation provided in the design is as follows: Element Existing Proposed Roof Structure Batts—(R-11) Batts—(R-49) New Ceilings Batts (R-11) Batts—(R-49) New. Walls - Exterior Batts—(R-11) Batts—(R-15) New v Walls - Interior NoneBatts—(R-11) New Floors None Batts—(R-30) New OverallSubstandard Exceeds Requirements 1 4 I find this proposed design for the exterior building envelope to be compliant with the Code. This finding is based upon Code Section C503- Alterations, Item C503.1 General. The design building envelope meets the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for routine operational needs. - The Alterations do not create any hazardous conditions or overload any building systems - All exposed cavities in the roof, ceiling, walls and floors will be 100% filled with insulation. Fenestration: The fenestration includes the doors and windows throughout all the Cottages. As part of this alteration all the doors and windows are being upgraded. The doors will be Thermatrue or Anderson 400 Series. The windows will be Anderson 200 Energy Star Series. The new replacement doors and windows in the design all have a "u" factor in the range of 0.30 to 0.32. The Prescriptive Section of the Code requires: Windows -to meet Section C402.4 Table C402.4 the "u" factor is 0.45 Doors -to meet Section C402.4.5 Table C402.1.4 the "u" factor is 0.61 The Thermatrue Doors have a"u" factor of— 0.30 (or less) The Anderson 400 Series Doors have a "u" factor of- .032 The Anderson 200 Series Windows have a"u" factor of- .032 I find this proposed design for the fenestration to be compliant with the Prescriptive Code. This finding is based upon Code Section C402.4 and C402.4.5. The design for the window and door replacement meets the prescriptive requirements of the Code. HVAC: The HVAC Systems includes the new "split units" proposed for the cottages. The use of split units will provide a more efficient, highly controllable system for each cottage. The systems provided in the design are as follows: Cottage Conditioned Space Proposed Uiiit Unit I to 8 1- Individual Room ComfortStar Unit— 1.5 Ton Rating 2 I find this proposed design for the HVAC System to be compliant with the 2018 IECC, in particular Section C403.3.2 HVAC Equipment Performance Requirements. This finding is based upon the efficiency ratings and vast operational improvement of the newer systems. The building mechanical system meet the requirements of this Code Section as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use less energy for daily operational needs. - The Alterations do not create any hazardous conditions or overload any building systems Ligliting:. The Interior and Exterior Lighting Systems include all new LED luminaires. The interior lighting proposed for the cottages will be 100% LED, decreasing the amount of energy used, reducing the interior heat load and providing a longer unit life cycle. The exterior lighting proposed for the cottage area meets the code requirement for visibility while conforming to the Dark Sky requirements of Southold Town. The exterior fixtures will be 100% LED, decreasing the amount of energy used and providing a longer unit life cycle. The systems provided in the design are as follows: - After the Alteration the building will be more compliant with the Code. - After the Alteration the building will use much less energy for daily operational needs. - The Alterations do not create any hazardous conditions. Nicholas Mazzaferro, PE b OF 0 i y ° 057 � ESSVo 3 IDICA s. )F THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED IALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT f 0 I 1 I I 4 l I I w r Lot 1 — I I I — fCMF _ ...r. I _ 70 — —— CMF — — _ :z- )t 2 I V Ir I 0 I 1L 0 — —I now or formerly I Douglas Dwyer& Eileen Dwyer I ' 3 0- 1 now or formerly I ( .0 Thomas R. Shearin J I I m I Wanda Sue Sheari I FRAME I � FRAME I I I SHED FRAME SHED t RCF SHED N89053'40"E N CMFJ � 182.00 MPF �— S86015'0011E 123.77 o MPF M F WOODS — SCTM NO.1000-47-2-15 , SCTM N0.1000-47-2-14 p s M M CONC. Q c t A)l COVER ✓'94 ap,l V O ac' ro JJ- 0 sNF ^r CONC. 1y W1 y J COVER O 18oN�,..,.,—w.E Y. pp CONC sQ GENERAL NOTES: - SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: - /,AC 0 N T R A C T 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF �L�Il'. -- ._ ' -� j/ 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 NOTES: # g # '- - - 2• FIRE SAFETY: VV�� - �DESIGN ASSOCIATES LLC 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING 111i 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN 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. I' 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 INSI.RANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registe-ed manufacturer. p ( ) 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 11971 E-Mail: ssbn654@optonline,net 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 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. Kehl Design Associates,LLC®formedyDAKAssocictes,Li 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 project other than for which work or 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 havebeen 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• .Fb - 825 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS. REV. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 03-01-23 8' ELECTRICAL WORK SHa. Laminated Veneer Lumber (LVL):BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ( ) ACCUMULATION. 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI _ 03-13-23 9. Fb = 2600285 PPIS1 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. 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 / D ETA I S OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE I 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/sqft 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 (IEGC� TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA I LS- 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 ACCESS 1 B 1 L I TY CONSTRUCTION D ETA L_S C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the MOTEL / RESIDENTIAL R-1 (MOTEL) 25. Residential ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION existing building or structure was prior to the alteration. Alterations to an existing TO CONFORM TO 2009 Al 17. 1 building, building system or portion thereof shall conform to the provisions of this code TYPE OF CONSTRUCTION (CHAPTER 6) ONE-AND-TWO FAMILY DWELLINGS as those provisions relate to new construction without requiring the unaltered portions of the existingbuilding or building system to comply with this code, Alterations shall not TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE I 10 g g y P y 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 1,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 k CONSERVATION CODE AND ASHRAE 90.1-2016 EXCEPTIONS: The following alterations need not comply with the requirements for new as Suffolk County Dept.of Health Services, Town Building HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 PROJECTS 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 HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK requirements with such agencies prior to construction. (NY)TABLE C402.1.3 o,i 1. Storm windows installed over existing fenestration. PROJECT: HEIGHT, BUILDING. PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 OPAQUE THERMAL ENVELOPE INSULATIONCOMPONENT MINIMUM REQUIREMENTS,R-VALUE METHOD 2. Surfaced applied window film installed on existing single pane fenestration THE VERTICAL DISTANCE FROM GRADECUM E GRADE FLOORS DQORS FENESTRATE PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA PUBLIC ROOMS rn AND CORRIDORS SERVING THEM 100 Z0NE� ATTICSD WOODFRAtiEUNHEATED SLABS D WALLS BELOW JOIST/ OPAQUE FIXED OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the code does not THE HIGHEST ROOF SURFACE 3 STORY OTHER ANDOTHER GRADE FRAMING DOORS FENESTRATION FENESTRATION DOOR re ulre the lazin or fenestration to be re laced. 411 -11'-7' AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT q g g P S I UVk1 E hm S A INE D%S 2020 BUILDING CODE OF NEW YORK R13 U-FACTOR U-FACTOR U-FACTOR 3. Existing ceiling, wall or floor Cavities exposed during construction provided MARINE R-10 FOR 24' g g P 9 STATE. GROUPR R�8 OR R-20 R-7.5 R-� BELOW R-4.75 036 0.45 0.77 that these cavities are filled with insulation. 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 SHGC SHGC SHGC 5. Roof recovered. M On'TEL THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ( TABLE C402.4 1102 PF<0.2 PF<0.2 TOTAL HEIGHT FROM RIDGE TO GRADE 13'-6 1/2" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 0.36 0.36 0.36 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 BUILDING ENVELOPE FENESTRATION MAXIMUM SHGC SHGC SHGC1100 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<Pi0.5 .2<10.5 2<10.5 where the alterations or renovations to the building do not include LOAD REQUIREMENTS. CUMATe ZONE 4 alterations, renovations or repairs to the remainder the building LUMBER SPECIES AND GRADE 0.43 0.43 0.43 P emaer og REENPORT, NY 11944 j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE UTACTOR PFL0.5 1 1 CABIN 108 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED0.58 0.58 0.58 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FENESTRATION 0.38 THE TRUSSES. SCTM # 1000-47-02-14 ALL EXT. DECK FRAMING MATERIAL CCA NC PIN= #2 AND BETTER OPERABLE 0.45THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM ��TION ALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRANCE ANCE 0,77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC ARE TO BE CONNECTED WITH A CENTRAL GENERAL NOTES THAN 30 INCHES. Pi 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 VERTICAL IN 12 UNITS HORIZONTAL. 0.2<Pi0.5 0.43 MONITORED CONSTANTLY AS PER THE (N NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR 2020 BUILDING CODE OF NEW YORK STATE `p f NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC ") i 9119`+ EX. BASEMENT NMAIk NOTES:A k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PFi0.5 0.43 ' .l 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 EX. FIRST FLOOR 655 sq.ft. . a NEW FIRST FLOOR PF PROJECTION FACTOR L=LIfL,)EiC( I,(-f..t -•. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NA i ________________ "AGI t .- PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA 11�11H�t .r O FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR RELD 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 CONOITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY NA LOFT NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA SEAL: DA I E: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION INA PROJECT NO: ATTIC (GARAGE)(c) NA EX. UTILITY ROOM 14 sq.ft. 4 r iI NE4,r1135-2022 EX. SCREENED PORCHES 77 sq.ft. Gj•`Q , OONO D� DRAWN BY: w$: EX. OUTDOOR SHOWER NA �O O,y K CHECKED BY: EXISTING DECK NA NEW DECK NAT COVERED NEW DECK NA SHEET NUMBER:'�'' ".�` �--- EX. COVERED FRONT PORCH NA COVERED ENTRANCE NA Q 84�\ POOL HOUSE CABANA NA rESSIG 1 �N�� ACCESSORY STRUCTURE NA (a) WITHOUT STORAGE NUM OF (b) WITH STORAGE © KEHbDFSIGN•ASSOMTES,ILC SIMPSON STRONG— TIE CONNECTORS SPECIFIED FOR CONSTRUCTION ; ,., USE A MINIMUM OF r �i.l. TWO 8d NAILS THIS MTS 2 0 L T S 2 0 L)OUG—F K LARCH SO. PINE UPLIFT SIDE OF TRUSS. SDEPRO DE OF CEILING ALLOWABLE LOADS ,•' LOAD • O AND ON SIDE OF RAFTER , FASTENERS m ° LATERAL WITH TOTAL FOUR o MODEL GA UPLIFT UPLIFTCODE (133/160) 8dx14" Sd NAILS NO. TO AVG REF. ° ' I J RAFTERS/ TO TO ULT. NAILS INTO TRUSS. TRUSS PLATES STUDS (133) (160) F FZ (133& STU ° r, ° f - IIS SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION e_ — TAKE—UP HER E—U S H7 16 4-8d 2-8d 8-8d 2991 93C 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND KEHL DESIGN ASSOCIATES 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 ARTJ'x12 0 ° o P0.Box 1615 hon (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAILS o p e: (631)433 9084 MODEL GA AVG z CODE INTO � •• N0. MAX. LEAR ULT. LFTA LFTA REF. PLATES °0 0• Southold,New York 11911 E-Mail: ssbn654@optonline.net WIDTHSPAN L QTY DIA 1�" 2" 24" 3" 31" 11" 2' 2�" 3' 34' °° •° EIGHT NAILS IN SP4 _ LFTA 16 2J" 17" 38j"16-10d — 4200 1205 1400 5, 44, 85 INTO Kehl Design Associates,LLC o formerly D A K Associates,LLC STUD ° OWNERSHIN & USE OF DOCUMENTS: DOUG—FIR LARCH / S0. PINE These drawings and specifications including the FASTENER SZ ALLOWABLE UPLIFT LOADS a MODEL L AVG 10d 10d x 14" CODE ULT. REF. ° Ideas, design and arrangements represented N0. 10d 1 O x 14" (133 / 160) (133) (160) LFTA L S TA 21 property ° therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 76 14-10d 14-10d x 1>" 3116 100D 840 1000 3, 41, 128 ° HGA10 ° with any work or project other than for which MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 0 0. ° the have been reared without written consent. ARTJ'x12 DETAIL "K" y p p LST20 20 12—lOd 12-10d x 1�" 2383 775 720 720 3, 41REV. COUPLER NUT DETAIL "Ell -STU 8 — DOUG—FIR—LARCH i Equal number of °° SIMPSON 03-01-23 SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. P °° MODEL TIONNEC— OF LOAD specified nails In TAKE-UP WASHER FLOOR ROOF Iso Simpson Strong—Tie 03-05-23 FLOOR ROOF (133/ 03-13-23 I.; each end G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 DETAIL "H11 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''7•9(DF/SP) (133) HOLDOWN HOLDOWN ART8'x12 STUDDEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. MACHINE NO. BASE BODY a ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIA5.8DESIGN LOAD DESIGN 000 QTY DIA 12" 2" 22" 3" 3J" 54" LOAD WHEN RAISED OFF 0 THE SILL PLATE 0 0 HD2A 16 12 4{%" 2�" 2J" 8" 2> " A" 1,�" g' 2 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. DF / SP CODE (133)' (160) REF. SP4 3A" 71" —10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 N0. CA W L NAILS FLOOR (133) (160) REF, o 100 ° WORK NOTES: LSTA21 20 11•' 1 21 16-10d 905 1205 1 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 N0. GA REF. W L NAILS FLOOR (133) (160) 5 100STU Simpson Strong-Tie 8 - 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) s SPACING REF. HD2A TAKE-UP WASHER L (1 00) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 0316 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE Hli NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. —FIR AR H PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAW H B HEADERS 'JOISTS ULT. UPLIFT FLOOR 10o SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3{g" 4J" 2 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" C HUS210-2 14 3�" 9{" 2 g-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 COUPLER NUT ART -x12 DOUG—FIR LARCH/Sc. INE ALLOWABLE LOA STU 8"— MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE N0. GA (133/160) REF. SIMPSON ULT. TAKE-UP WASHER TO RAFTERS ro PLATES TO sruos (133) (Iso) F F2 4--SDSAcceptance of these drawings does not authorize the right to ;I%12' a•'x3" 1523 435 435 1165 940 160 HGA10KT 14 4—SDS 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 requirements with such a prior to construction. TWO 8d NAILS THIS 4 9 agencies SIDE OF TRUSS. CNW— COUPLER NUT SP4 PROJECT: TOTAL FOUR /• �1SE A MINIMUM OF LSTA21 SIMPSON ANCHOR BOLTS 8d NAILS TWO 8d NAILS THIS MTS16 5 INTO TRUSS. SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR ® TAKE—UP WASHER 8d NAILS HD2A Strong-Tie INTO TRUSS. LSTA21 SILVLK SANDS HUS210-2 a0s '01 MOTEL TWO o Ft 8 AILS TO EIGHTS ° TWO ° 1100 SILVERMERE ROAD 8d NAILS 8d NAILS ° INTO INTO DETAIL "A" STUD Simpson Strong—Tie PLATES °0° GREENPORT, NY 11944 H7 EIGHT / NAILS INTO ® DETAIL "D" DETAIL "G" DETAIL r.,n IN 'p STUD Simpson Strong—Tie CABIN 108 H7 Simpson Strong—Tie LFTA °' ROD SYSTEM DETAIL "L" SCTM # 1000-47-02-14 LFTA LFTA DRAWING MILE: Ridge Strapping LSTA30 NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS SIMPSON WINDLOAD BP ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 11' 0" DEEP POOL x 4' DAOFF FACTORS ASPHALT12,58' ROOF per vertical ft. CHARTS & CALCULATIONS 3 ' THROUGH ROOF 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. st FLOOR 11 , st FLOOR ,st FLOOR p / STRONG—TIE DETAILS I•• ROOF ROOF 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. z. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / ROOF DRAINAGE 3 ROOF AREA = 766 sq/ft CALCULATIONS AND LTP4 2 eAT11RooM,I V = A X R X C PLUMBING RISER DIAGRAM st ,st FLOOR LTP4 FLOCR 2ZA = 766 sq/ft " 3., .. 3 4" F.A. VENT 6" R = 2 RAINFALL = .17 ft LTP43 ABOVE GRADE [4-t TO C = COEFF. = 1,0 •NOTES: c.o. To GREEN PO RT viLLAGE SEWER SYSTEM 3 THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL tt�t� 3 3 SEWERAGEASYRSTOEMD V = 766 x 1 X .166667 = 128 C.F. DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—Tie PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Floor—to—Floor Connections PLUMBING RISER DIAGRAM (NTS) FIELD CONDITIONS AND DIIAEN30NS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "BillRidge Strapping 128 / 42.25 VERTICAL FT. / FT = 3.0 V.F. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail USE (1) 8' DIA. POOL 3'-0DEEP = 3.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Simpson Strong-Tie OFORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor—to—Floor Connections 128 / 22.3 VERTICALFT. / FT = 5.7 V.F. 6EAL. DATE. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN USE (2) 6' DIA, POOL 3'-0" DEEP = 6.0 V.F. PROJECPTNO ER, 09 2022 ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION DETA LS THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. BUILDING CODE OF 1135-2022 ALL CONSTRUCTION TO CONFORM TO 2020 POOLS TO BE PLACED ON OPPOSITE SIDE OF OFEl.✓ DRAWN BY: �E NEW YORK STATE HOUSE AND/OR LEADERS TO BE PIPED TO A `sC�Noo��'� CHECKED BDK POOLS (1/2 OF THE ROOF TO DRAIN TO EACH �( y NO SUBSTITUTIONS COMMERCIAL C O N ST R U CT O N / DETAILS- unless ETA I �S POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC _ NUMBER: All framing hardware shown on these plans, �• SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). _� G2 unless otherwise indicated, is Simpson Strong—Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD 4 `v= No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �' Due to the relationships of framing hardware to (SEI/ASCE 7-22) �'�rESSiONP�' the other components of the structure, any framing WHERE TRAFFIC IS TO BE PRESENT. hardware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETA S 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 © KEHL•DESIGN"ASSOCIATES, u� performance of the entire system. TO CONFORM TO 2009 Al 1 7. 1 BE DIVERTED TO EACH POOL. 40'-1 0'-1 - 31PE 26'-52' 13'-7 6 3'-71"2 -104„ 4 712i g 1q KER DESIGN ASSOCIATES roc residential & commercial design . consulting TW2036 TW2442 24"x 41" 28"x 49" --------- DBL Hung DBL Hung 2668 1 r--------------------------------------------- -7 1 -8 71 Utility PO.Box 1675 phone: (631)433-9084 5'-83" 2'= lill 4 Southold,New York 11971 E-Mail: s5bn654@optonline.ret n'd 324 4 ROOM Existing Exis 0M Existing Existing u t i�itryg r1) 2" P.C. Slab 8" CMU, Existing 2" P.C. Slab oo Cc Foundation nc. Ftg.- am ------- - ---------- ............7-------- O 631, 16"x8" Room 4Lin 0 Min. S-0" Below 3 1'. Final Grade. L_ _J Kehl Design Associates,LLC formerly D A K Associates,LLC 77//7'//,///7 2 TW 442 0 T BATH -————— OWNERSHIP & USE OF DOCUMENTS: t 0 F 28" 49" - DOL Hung .1,�� � I Existing 1 L These drawings and specifications including the CIO 31" -I ideas, design and arrangements represented 2 8" CMu. T 1 1 1 \Existing LIVING BEDROOM E E Foundation co 0 0 V 0 therein, are the property of KEHL DESIGN 'o of W ASSOCIATES, LLC. No part thereof shall be ROOM 2 Fo'u"ndCoitUion c�Q 10 'o 72U1 I I copied, disclosed to others or used in connection T TW T 10 n with any work or project other than for which niv Existing i`1 -4,Ir ^C� Existing Existin 1. 28�!x4 -L, 4'� 9 24 8 Existing 0 they have been prepared without written consent. DB`l2 IN ung c (3)2x8 Girder (L2x8 Girder 2 (3)2x8 Girder —IN rd I. -8 E (.3) x&—Q' T 5' E _J REV. -------------------- u �-2 I Exis,ting .0�-2 Existing Existing x16' CMU. 10 %16" CMU.311, Existing 8,,xl6,, CMU. Block Piers 03-01-23 2 Block Piers 00 Block Piers X X ------- _Z_ PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH cc t 16%8" Conc. Ftg. N on on Existing Existing��l 03-05-23 TW2442 i THE 2020 BUILDING CODE OF NEW YORK STATE Min. 3'-0" Below 2'x2'xl' Con. 2'x2'xl' Con. CMU. (7 X1 Footing Footing Min. 3'-0" 'Below Foundation 12'-1 —10 14 Final Grade. 2'x2'0 Con. 6"x8 Conc. Ft 8" 1 03-13-23 28"> 49" Footing Final Grade.DBL Hung x I E F Existing I If Lr�oo DINING Ln ALL HEADERS ARE TO BE LT Existing 16"X8" Conc. Ftg,� 0 0 1 1 I I 16"x8" Conc. Ftg. Min. S-0" Belo I - - I AREA KITCHEN - (2)1Y4"X 7" LVL UNLESS Existing Final Grade. w BEDROOM Existing Min. Below Existing OTHERWISE NOTED 8" CMIJ. 0 0 lb 2" P.C. Slab Final Grade- Foundation 2" P.C. Slob I I I (a Existing Ln I ---DHP 1 4 TW2447 -31"— 2 TW2842 Existing 4'� Existing 0_4� 49" 1 1' -1,d- L--------------------\-------- --------------J 2xB Girder 9 16, 4 28 (,V LC) .32"x 49" 1 (3) IL (3)2x8 Girder 7 x E DBL Hung DBL Hung I DBL Hung NOTE: PROVIDE FIRE BREAKS - d _J I 2868 17 T �o AS PER L �v 'a THE 2020 Existing BEDROOM BUILDING CODE OF cc �-2 _x 16%8" Conc. Ftg X 30�"xO" 1-9 —4'-63 3' 4 Min. Below Triple NEW YORK STATE EXISTING Existing Track T 7�1 Finol Grade. C5 d Lnm C 16"x8" Conc. 00 0 co CRAWL SPACE CD CD X x Ftg. Min. 3'-0" xis.,. w Below SCREENED PORCH 00 Ing (D L) 8" C Existing Existing ol Ln SC 8" CMU, 1 0 Fin Grade. 3021"x49" cli Mu. 2" P.C. Slab Triple 311, - I Foundation 7 Foundation Track 2 ft3 1 -C, 3,, 2 TW2842 10 3,, 1 L L---- --------------- L------ 2'-71" 2. '4 .32 x 49 -114 2 DBL Hung n — ------------------------------------------------ Door 33i"x49" 333"x49" 33J"x49" WORK NOTES: —IN Triple Triple Triple rr) 1 03 -6,-01„ Track Track Track 31, B I 1 102 4"-L—-----6'-01' -4'-61' -31 -6 4 4 _+2 2' 2 4 -84 13'-2" 2'-1 1 40'-1 13'-2" 12'-1 1 14' EXISTING FLOOR PLAN UNIT 108 SCALE: 1/4" V-0' EXISTING FOUNDATION PLAN- SCALE: 1/4"=1'-0" 0'-1' NO WORK REQUIRED. 26'-5�"_ 13'-72 USE EXISTING FOUNDATION 11'-114„ 14'-6J„ 3,_6„ Acceptance of these drawings does not authorize the right to 244DH2840 build withoutthe authorization of local governing agencies, such Services,2668 as Suffolk County Dept.of Health Town Building 19'-11" Room 6'. utility Departments, DEC, FEMA, etc. Verify all conditions, codes, and 0 N Eastern 51 requirements with such agencies prior to construction. 2 Cor er\,of House CD w i PROJECT: CC) E o LLJ < -a III 04 II LiJ Lit SIV N < > 0 0 . ALL COMBINATION SMOKE DETECTORS I Z03VER' b"'A _J, BATH "S In, 00 IL I ROOM Mu 0. LIVING AND CARBON MONOXIDE DETECTORS cc 0 ARE TO BE CONNECTED WITH A CENTRAL ROOM C�u — 11 11 C)�t V) u MONITORING STATION AND TO BE < C 74'-2 +' MONITORED CONSTANTLY AS PER THE — �' i �" —8$' X2020 BUILDING CODE OF NEW YORK STATE c IN w 1100 SILVERMERE ROAD r 2668 t__ L GREENPORT, NY 11944 -6 (2)IY,'X 7," LVL Hdr. U CC 11 0 �01 x i Ni 130 /C D EEC)R Go CABIN 108 '0 /C �o HALL D E ORN 7 ALL INTERIOR FINISHES ARE TO COMPLY _1 SCTM # 1000-47-02-14 17'-2$"' C; 6 WITH THE -0 -N 0 _Nt DRAWING TITLE: T -Nir 38 3068 2020 BUILDING CODE OF NEW YORK STATE :IN 4I.44 4 PLANS FIRE 311, CIL. -mr / Fill-in -1,1- EXT 2 BEDROOM U-) / Existing 0 / Window .1 CABIN 108 FIRE EXTINGUISHER 244FX5040 868 U oAS NOTED CLASS ABC, 5LB, 2A: 1 OB: C 1 7J. -10'-5,3 X x co a N AS PER TABLE 906.3(1 ) FIRE CIA NOTES: V) cc) 03 C I D _0 SCREENED PORCH .1 EXTINGUISHERS FOR CLASS A THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF ME 0 FIRE HAZARDS BASED ON, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LIGHT, (LOW), HAZARD OCCUPANCY FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 12 54 — (2)lY,"X 741" LVL Hdr. (2)13/"X 7"' LVL Hdr, DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COKIYENTS NOT Screen Wood Screen Wood Screen Fill-in Door 244DH2E40 Existing 244DH2840 FORMALLY ACKNOWLEDGED A$ REVISION TO THESE PLANS. NEW Window NEW SEAL: DATE: OCTOBER, 04 2022 PROJECT NO: 1135-2022 0 F DRAWN BY: —4' 11 5'-7' -4'-21 60'-4 -2 03"1---6 2 7'-1 4 4 13'-54„ 4—1 2'-83's13'-11"— J. Co BDK CHECKED BY: oy S]17EET NUMBER: 684 FLOOR PLAN UNIT 108 \- A101 100 SCALE: 1/4"=1'-0" 0 EXISTING DOB NUMBER: OF FILL-IN AREA KEMDESIGN-ASSOMTES, ur d' 797F7,— EXISTING EXTERIOR CONSTRUCTION i0 REMAIN Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold P.M,DESIGN ASSOCIA S Ex. 20 trusses - 24"oc. residential & commercial design . consulting 4" COX Roof Sheathing Existing Roof System P0,Box 1675 phone: X631 1 433-9084 GAF Architectural Roof Shingles I 12 111111 Southold,New York 11971 E-Mail: ssbn654�optonline,net 5 �— Insulation Baffles R-49 Insulation(3 � Kehl Design Associctes,LLC e formerly D A K Associates,LLC Ice and Water Shield® � -.11-x./I�'�7�y:. 7." 7l%�%T/%/i/�/,"7/i/7'//,%/'""`":7,%' Vented Soffit Provide Simpson Hurricane Tydown® W�� JWNERSHIP & USE OF DOCUMENTS: 1x6 Azek Fasciae(2)2x4 Top Plate Blue Skin House Wrap or Equal® These drawings and specifications including the 4' Exterior Sheathing Screen Panel f ideas, design and arrangements represented �LLL�UI II IUI I IUIII ILI therein, are the property of KEHL DESIGN IL ASSOCIATES, LLC. No part thereof shall be —R-15 Insulation 0 0 copied, disclosed to others or used in connection 20 Stud's 16"oc. 1 II _II f j_JL UJULII lLILL IUI_I I II II II with any work or project other than for which Cedar Siding 01 I 11 LS III I�LL(J SII II (j LII �I�LJJ L they have been prepared without written consent. — " Ull Type"X" Fire-rated Sheetrock® L LL LLILI U L11 LU LJJ LI U II III ISL I I I Ill 111 1 1 11 11 1111 Jill 1 111111 Ill Jill REV. 2x4 Shoe4" Subfloor Sheathing Fir Flooring 2x8 Box Beam 2x6 Sill Existing 2X8 16"oc. Floor Joists to Rem _. x.2x6 Floor Joists 16"oc. 03-01-23 R-30 Insulation (3) x8 Girder Existing 03-05-23 Sproy Foam Box Beam 8"x16" CMU. 2" P.C. Slob 8" CMU. Block Piers To Remain WEST ELEVATION 03-13-23 Foundation Existing 'x2'xlon' Con. 2" P.C. Slab Foatin 16"x8" Cone. Ftg 16"x8" Conc. Ftg. Min. Y-0" Below Min. 3'-0" Below SCALE: 1/4"=1'-0" Final Gro de. Final Grade. PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH t7'-114" 4" THE 2020 BUILDING CODE OF NEW YORK STATE 2 4' ALL HEADERS ARE TO BE CROSS SECTION A (2)133/"X 74" LVL UNLESS OTHERWISE NOTED 1 11 111111 11 ill Will SCALE: 1/4"= 1'-0" 102 NOTE: PROVIDE FIRE BREAKS 1111 lilt illl WORK NOTES: AS PER THE 2020 BUILDING CODE OF itL NEW YORK STATE >3> I ,�ryr lL1UI U 11 1I_I 1' SOUTH ELEVATION NOTES: m Provide Insulation Baffles as required at Soffit SCALE: 1/4"= 1'-0" Locations to Provide for proper attic ventilation ® Provide R-49 Insulation in all Flat Ceilings as per 2018 IECC International Energy Conservation Code 0 Ice and Water Shield to be used Beneath any damaged roof shingles or areas of repair on the roof EXISTING EXTERIOR CONSTRUCTION TO REMAIN ® Provide Simpson Tydown or Hurricane Strapping to the rafters at all locations of the Interior that are Exposed during the Acceptance of these drawings does not authorize the right to Provide Ridge Vent to provide proper Attic Ventilation to Prevent Mold removal of mold or deteriorated interior surfaces. build withoutthe authorization of local governing agencies, such m Provide 1x6 Azek or Equal to all locations of the fascias that 1 III III III LII IL as Suffolk County Dept.of Health Services, Town Building Ex. 2x4 Trusses - 24"oc• are repaired due to Mold or Deterioration. L U11LLU Departments, DEC, FEMA, etc. Verify all conditions, codes, and " CDX Roof Sheathing Existing Roof System ® Blue Skin House Wrap or Equal to be Used Under Siding fol All ll tl l 1 11_ LLWI III II i II requirements with such agencies prior to construction. GAF Architectural Roof shingles Locations Repaired 12 m Remove and Replace any Insulation that shows signs of mod PROJECT: a COX Gusset Plates 5f — (2)2x6Collor T' - or deterioration with R-15 Insulation LL InsulationBafflesm _R=45 Insulatio�___ _71______ 2X6 16' )c Ceiling, lois ® Remove and Replace any Siding that shows signs of deterio'ation Ice and water Shield 0 I I I with New Cedar Wooden ShinglesSILVEe V Vented Soffit 2x8's Beneath Existing 2x4 Rafters I I I Provide Simpson Hurricane Tydown® (2)2x4 Top Plate 1x6 Azek Fasciae ® Remove and Replace any Sheetrock that shows signs of mold �� I I I I 3„ Blue Skin House Wrap or Equal(D i 1 1 I or deterioration with New " Type 'X' Fire-rated Sheetrock MOTEL y Exterior sheathing KITCHENETTEo Mo I I HALL I CL. screen Panel AREA I I I I I R-15 Insulation 0 I I I I 2x4 stall's 16"aa. Cedar siding® lillilliIIIH I 111 11111111111111 1100 SILVERMERE ROAD $° Type "X" Fire-rated Sheetrock® I I I SCREENED GREENPORT, NY 11944 2x4 Shoe I I I PORCH Subfloor Sheathin� "x4 Fir Flooring NORTH ELEVATION CABIN 108 2x8 Box Beam 2x6 Sill Existing 2X8 16"oc. Floor Joists t emai x.2x6 Floor Joists ,6"aa• ALL COMBINATION SMOKE DETECTGRS SCTM # 1000-47-02-14 Existing Anchor Bolls ( 2x8 Girder AND CARBON MONOXIDE DETECTORS 8"x1s" GMu. 2" P.0 slab SCALE: 1/4"= 1'-0" Spray Foam Box Beam Block Piers To RemainDRAWING TITLE: 8" CMU. Existing ' ARE TO BE CONNECTED WITH A CENTRAL PLANS 2•x2' lcan. MONITORING STATION AND TO BE Foundation 2" P.C. Slab Foatin 16"x8" Conc. Ftg 16"x8" Gane, Ftg. MONITORED CONSTANTLY AS PER THE Min. 3'-0" Below Min. 3'-0" Below CABIN 108 Final Grade., Final Grade, 2020 BUILDING CODE OF NEW YORK STATE AS NOTED -- 17'-1 14" v " '-04 (�L�f III IJP L NOTES: 24 PLANSTHESE ALL INTERIOR FINISHES ARE TO COMPLY ESIGNPRDFES 10NAL INSTRUMENT MSEAL OSERVICE D IS AFFIXED ARE THE WF THE ILL B PROSECUTED 10 THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL WI TH THE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2020 BUILDING CODE OF NEW YORK STATE [ 1111 H1111 ill 11 111111 111111 lit 11 ill Ill 11 11 DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT CROSS SECTION FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LiLILL SEAL: DATE: SCALE: 1/4"= 1'-0" =. '<. =;j. .���4�;;G;, '��° �" LiLLU LIJOCTOBER, 04 2022 102 . . PR 0: 111 1135-2022 OF - VJIL x" ' ... t - DRAWN r M1`"y �N �. L` rO BY: 'P B D K IL A . �J y CHECKED BY: 3Y _ SHEET NUMBER: OS 168 �ESSIONP��`�` Al 02 EAST ELEVATION DOB NUMBER: OF SCALE: 1/4"= 1'-0" © KEEDESIGN•ASSOMTES, ac