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Home My WebLink About49540-Z at TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ` BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49540 Date: 8/2/2023 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" additions and alterations to an existing motel office converted to a motel cottage as applied for per Trustees approval. Additional certification may be required. At premises located at: 1155 Silvermere Rd Green ort SCTM # 473889 Sec/Block/Lot# 47.-2-9 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 1/31/2025. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,211.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,261.20 L-- Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT u k Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httns://www. outholdtownn ov Date Received APPLICATION FOR BUILDING PERMIT Ir G For Office Use Only JAN 2 9 2023 PERMIT NO. WqL Building Inspector, tWILDIINU DEPT Applications and forms must be filled out in their entirety. IncompleteN'f ^ fl'Ii i applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January 24, 2023 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC —1";C-TM—# 1000-47-2-09 Project Address: 1155 Silvermere Road, #34, Greenport, NY 11944 Phone#:917-318-0027 1Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SI LVERSAN DS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION [:]NewStructure ❑Addition ®Alteration RRepair ❑Demolition Estimated Cost of Project; DOther See Attached. $147,186.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 5RNo 1 PROPERTY INFORMATION Existing use of property:RR Intended use of property: RR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes @ No 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 Kint name): RudARD \/"0 ZA (,d2Gk @Authorized Agent ❑Owner Signature of Applicant: Date: 2 6 I Z-® 2Z C NIE D.BUNCH STATE OF NEW YORK) Notary I ' trlic,State of New York SS: No.01 BU6185050 Qualified in Suffolk County SUFFOLK COUNTY OF ) Commission Expires April 14, 20D RICHARD W. VANDEN 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 JANUARY . 20 23 -� Notary Public PROPER TY OWNER AUTI 10RIZATION (Where the applicant is not the owner) I, ALEX PERROSresiding 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. OwnWs Signature Date ALEX PERROS Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate OF adv „ Project Silver Sands Building 34 - Lot 9 " Energy Code: 2018 IECC Location: Greenport, New York n7 � Construction Type: Single-family � � �4 i �L55 Project Type: Alteration Orientation: Bldg. faces 2'7'0 deg. iroNorth r Climate Zone: 4 (5572 HOD) flfl.. 1 7 2023 S 000, Permit Date: Permit Number: 11 1 �I aVI d��.� ��i:h��V . Construction Site: Owner/AgWa is' �, �h Designer/Contractor: 1155 Silvermere Road Greenport, NY 11944 MIMMEMM=. "Shuns onn•klr°aade tradeoffs offs aare no hr nger n o nnaikJered in 111iie UA or IperforrrrnaarrCrn(Mruh:)l'iaanna_rrn path in IIkES(hiaanck. Each sn ab_rann-graade assernbh y tern the specified n:hhrn ate sone must onuanet the irrn'iirnhnnun riru a energy r,:rnwle hrrvsu" aahhon R aaaahunrn and depth iraarrhaflira_ir7na nts,, Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 121 49.0 49.0 0.011 0.026 1 3 Ceiling: Cathedral Ceiling 932 45.0 45.0 0.011 0.026 10 24 Wall:Wood Frame, 16" o.c. Orientation: Unspecified --- _. __- _-- -. --- Exemption: Framing cavity filled with insulation Floor:All-Wood joist/Truss 805 30.0 30.0 0.016 0.047 13 38 Floor 1:All-Wood joist/Truss 121 21.0 0.0 0.044 0.047 5 6 Window: Wood Frame SHGC: 0.40 129 0.300 0.320 39 41 Orientation: Unspecified Door:Glass Door(over 50%glazing) SHGC: 0.40 40 0.300 0.320 12 13 Orientation: Unspecified Compliance Statement: The proposed building design described here is c inteL,s,ted e building plans,specifications, and other calculations submitted with the permit application.The proposed fldin beed to meet the 2018 IECC requirements in REScheck Version . RE eck Web'nd to comply with the mend r rnein the REScheck Inspection Cltec lust. Name-Title Sign toe UOP Date Project Title: Silver Sands Building 34 - Lot 9 Report date: 07/16/23 Data filename: Page 1 of 1 Glenn Goldsmith,President rif so � Town Hall Annex ski,Vice President P.O. Route 25 A.Nicholas Kru P "�«'' t'�r P.O.Box 1179 Eric SepenoskiJ119 AV Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 18, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: SILVER SANDS HOLDINGS 1, LLC 1155 SILVERMERE ROAD, GREENPORT SCTM#: 1000-47-2-9 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 17, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10331 to construct an ADA compliant 273sq.ft.wood ramp; remove 72 sq.ft. of existing 146sq.ft. deck to result in a 74sq.ft. deck.; and as depicted on the site plan prepared by Edmund D. Hollander, Landscape Architect Design, P.C., received on April 27, 2023, and stamped approved on May 17, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 141�4", Glenn Goldsmith President, Board of Trustees GG/dd ——-------—----.................................................. ,I ul CD J OM z " <0) GU J s co 0 wm Z11 �11- oill kl ..,K.�,., �,.. ..�, .. ..,.a m....w" ., ,.W. .. � i � � �` .�_..,..__, SS I I s I I I ass I I r IM a I IN, full 111.111 OT W-1 Oo ,e 0 y Mi Olt N p �o ,"I I I � it,, 00' wt-; N. I MAZZAFE P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 24, 2023 Lesi n Consh-uct on Ins ection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Certification Statement-Construction Costs for Refurbishment of Cottage 34—Revised 7-24 Tax Lot— 1000-047-02-09 (l 100 Silvermere Road, Gpt,NY 11944; Building 34) Property Occupancy Code—Residential—NYS Building Code Section 310.2 Project Category-Change of Occupancy-NYS Existing Building Code Section 603 Tax Info— 1 Building on 0.22 acres—Pre-Existing 1957.No Cofo's exist for this Building. On numerous occasions from 11/2022 thru 2/2023 I inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager(Alex Perron)and he provided me with the project documentation for the proposed refurbishment. The documents included: -Project Design Drawings(1 set) -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 D 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. Total Cost—Building= $171,076 Base Line Cost for a Completely New Structure= $361,923 (Newmark Valuation) Therefore the planned refurbishment for the Building on this Tax Lot is 47%of the replacement cost for the entire the building. Southold Town Code Definitions& NY"S Classification of"1i4'orNat The Town of Southold Code—Chapter 280—Zoning Article 280-4 -contains the following: DEMOLITION-Any removal of a stricture 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. This Building exists as a single story structure with two bedrooms, living room, dining room kitchen and an ADA bathroom. The limited floor plan is not fully ADA accessible. The structure has uncomplicated interior walls and simple room design. As a result, the use of materials and sophisticated components and finishes is limited. For example,the majority 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 headers, and removal and fill in of window openings falls below the 50% demolition definition. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling are 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 structures on this tax lot reveals that the total cost will be 47% 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. 2 The 2020 Building Code of the State of New York (in particular the International Existing Building Code) contains the following definition: CHANGE OF OCCUPANCY—A change in the use of the building or a portion of the building. A change of occupancy shall include any change of occupancy classification, any change from one group to another group within tin occupancy classification or any change of use within a group for a «rpeci C occupancy classification. The 2020 Building Code of the State of New York (in particular the International Existing Building Code), Classification of Work, Section 506 states that the provisions of Chapter l0 of International Existing Building Code shall be the requirement for compliance. Analysis Summary: 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 47% of the property valuation(less than 50%). 3 — According to the NYS Code this project should be classified as a Change of Occunancv. Result-Based upon inspection of this project and to the best of my knowledge, belief and professional judgment the project is a Change of Occupancy and should be constructed according to the provisions of Chapter 10 of the 2020 Building Code of the State of New York (in particular the International Existing Building Code), Nicholas J. Mazzaferro,P.E. S F NEW� �r 0 �� sMota � 3 r , December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631)477-0248 Fax: (631)477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 10000470002000;5000, 1000047000200014000, 1000047000200013000, 1000047000200012000,10^0047000200009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers,appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance,please contact me at (631)477-0248 ADMINISTRATOR PAUL]. PALLAS, P.E. EXT. 219 Regards, g f CLERKr SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant at TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY ` BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49540 Date: 8/2/2023 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" additions and alterations to an existing motel office converted to a motel cottage as applied for per Trustees approval. Additional certification may be required. At premises located at: 1155 Silvermere Rd Green ort SCTM # 473889 Sec/Block/Lot# 47.-2-9 Pursuant to application dated 1/27/2023 and approved by the Building Inspector. To expire on 1/31/2025. Fees: AS BUILT-COMMERCIAL ADDITIONS/ALTERATIONS $1,211.20 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,261.20 L-- Building Inspector � TOWN OF SOUTHOLD—BUILDING DEPARTMENT u k Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httns://www. outholdtownn ov Date Received APPLICATION FOR BUILDING PERMIT Ir G For Office Use Only JAN 2 9 2023 PERMIT NO. WqL Building Inspector, tWILDIINU DEPT Applications and forms must be filled out in their entirety. IncompleteN'f ^ fl'Ii i applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January 24, 2023 OWNER(S)OF PROPERTY: Name:SILVER SANDS HOLDINGS I, LLC —1";C-TM—# 1000-47-2-09 Project Address: 1155 Silvermere Road, #34, Greenport, NY 11944 Phone#:917-318-0027 1Email:ALEX@SILVERSANDS-MOTEL.COM Mailing Address:1400 SILVERMERE ROAD, GREENPORT, NY 11944 CONTACT PERSON: Name:RICHARD VANDENBURGH, ESQ. Mailing Address:42155 MAIN ROAD, PECONIC, NY 11958 Phone#:631-613-9019 Email:RICH@GREENPORTBREW.COM DESIGN PROFESSIONAL INFORMATION: Name:JOHN CONDON, PE. - CONDON ENGINEERING Mailing Address: 1755 SIGSBEE ROAD, MATTITUCK, NY 11952 Phone#:631-298-1896 Email:condoneng@optonline.net CONTRACTOR INFORMATION: Name:HIGHLAND PEAK GROUP, LLC Mailing Address 19215 SOUNDVIEW AVENUE, SOUTHOLD, NY 11971 Phone#:917-318-0027 Email:ALEX@SI LVERSAN DS-MOTEL.COM DESCRIPTION OF PROPOSED CONSTRUCTION [:]NewStructure ❑Addition ®Alteration RRepair ❑Demolition Estimated Cost of Project; DOther See Attached. $147,186.00 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 5RNo 1 PROPERTY INFORMATION Existing use of property:RR Intended use of property: RR Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to RR this property? ❑Yes @ No 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 Kint name): RudARD \/"0 ZA (,d2Gk @Authorized Agent ❑Owner Signature of Applicant: Date: 2 6 I Z-® 2Z C NIE D.BUNCH STATE OF NEW YORK) Notary I ' trlic,State of New York SS: No.01 BU6185050 Qualified in Suffolk County SUFFOLK COUNTY OF ) Commission Expires April 14, 20D RICHARD W. VANDEN 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 JANUARY . 20 23 -� Notary Public PROPER TY OWNER AUTI 10RIZATION (Where the applicant is not the owner) I, ALEX PERROSresiding 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. OwnWs Signature Date ALEX PERROS Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate OF adv „ Project Silver Sands Building 34 - Lot 9 " Energy Code: 2018 IECC Location: Greenport, New York n7 � Construction Type: Single-family � � �4 i �L55 Project Type: Alteration Orientation: Bldg. faces 2'7'0 deg. iroNorth r Climate Zone: 4 (5572 HOD) flfl.. 1 7 2023 S 000, Permit Date: Permit Number: 11 1 �I aVI d��.� ��i:h��V . Construction Site: Owner/AgWa is' �, �h Designer/Contractor: 1155 Silvermere Road Greenport, NY 11944 MIMMEMM=. "Shuns onn•klr°aade tradeoffs offs aare no hr nger n o nnaikJered in 111iie UA or IperforrrrnaarrCrn(Mruh:)l'iaanna_rrn path in IIkES(hiaanck. Each sn ab_rann-graade assernbh y tern the specified n:hhrn ate sone must onuanet the irrn'iirnhnnun riru a energy r,:rnwle hrrvsu" aahhon R aaaahunrn and depth iraarrhaflira_ir7na nts,, Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 121 49.0 49.0 0.011 0.026 1 3 Ceiling: Cathedral Ceiling 932 45.0 45.0 0.011 0.026 10 24 Wall:Wood Frame, 16" o.c. Orientation: Unspecified --- _. __- _-- -. --- Exemption: Framing cavity filled with insulation Floor:All-Wood joist/Truss 805 30.0 30.0 0.016 0.047 13 38 Floor 1:All-Wood joist/Truss 121 21.0 0.0 0.044 0.047 5 6 Window: Wood Frame SHGC: 0.40 129 0.300 0.320 39 41 Orientation: Unspecified Door:Glass Door(over 50%glazing) SHGC: 0.40 40 0.300 0.320 12 13 Orientation: Unspecified Compliance Statement: The proposed building design described here is c inteL,s,ted e building plans,specifications, and other calculations submitted with the permit application.The proposed fldin beed to meet the 2018 IECC requirements in REScheck Version . RE eck Web'nd to comply with the mend r rnein the REScheck Inspection Cltec lust. Name-Title Sign toe UOP Date Project Title: Silver Sands Building 34 - Lot 9 Report date: 07/16/23 Data filename: Page 1 of 1 Glenn Goldsmith,President rif so � Town Hall Annex ski,Vice President P.O. Route 25 A.Nicholas Kru P "�«'' t'�r P.O.Box 1179 Eric SepenoskiJ119 AV Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 18, 2023 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: SILVER SANDS HOLDINGS 1, LLC 1155 SILVERMERE ROAD, GREENPORT SCTM#: 1000-47-2-9 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 17, 2023. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10331 to construct an ADA compliant 273sq.ft.wood ramp; remove 72 sq.ft. of existing 146sq.ft. deck to result in a 74sq.ft. deck.; and as depicted on the site plan prepared by Edmund D. Hollander, Landscape Architect Design, P.C., received on April 27, 2023, and stamped approved on May 17, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 141�4", Glenn Goldsmith President, Board of Trustees GG/dd ——-------—----.................................................. ,I ul CD J OM z " <0) GU J s co 0 wm Z11 �11- oill kl ..,K.�,., �,.. ..�, .. ..,.a m....w" ., ,.W. .. � i � � �` .�_..,..__, SS I I s I I I ass I I r IM a I IN, full 111.111 OT W-1 Oo ,e 0 y Mi Olt N p �o ,"I I I � it,, 00' wt-; N. I MAZZAFE P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer July 24, 2023 Lesi n Consh-uct on Ins ection Silver Sands Holdings 1, LLC 1400 Silvermere Road, Greenport,NY 11944 Re: -Certification Statement-Construction Costs for Refurbishment of Cottage 34—Revised 7-24 Tax Lot— 1000-047-02-09 (l 100 Silvermere Road, Gpt,NY 11944; Building 34) Property Occupancy Code—Residential—NYS Building Code Section 310.2 Project Category-Change of Occupancy-NYS Existing Building Code Section 603 Tax Info— 1 Building on 0.22 acres—Pre-Existing 1957.No Cofo's exist for this Building. On numerous occasions from 11/2022 thru 2/2023 I inspected the Silver Sands Site at the noted address. During the inspection I met with the Project Manager(Alex Perron)and he provided me with the project documentation for the proposed refurbishment. The documents included: -Project Design Drawings(1 set) -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 D 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. Total Cost—Building= $171,076 Base Line Cost for a Completely New Structure= $361,923 (Newmark Valuation) Therefore the planned refurbishment for the Building on this Tax Lot is 47%of the replacement cost for the entire the building. Southold Town Code Definitions& NY"S Classification of"1i4'orNat The Town of Southold Code—Chapter 280—Zoning Article 280-4 -contains the following: DEMOLITION-Any removal of a stricture 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. This Building exists as a single story structure with two bedrooms, living room, dining room kitchen and an ADA bathroom. The limited floor plan is not fully ADA accessible. The structure has uncomplicated interior walls and simple room design. As a result, the use of materials and sophisticated components and finishes is limited. For example,the majority 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 headers, and removal and fill in of window openings falls below the 50% demolition definition. The plumbing, electrical and HVAC installation and fixtures are standard class and simplistic with uniform installations. In addition, the finishes, floor coverings and tiling are 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 structures on this tax lot reveals that the total cost will be 47% 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. 2 The 2020 Building Code of the State of New York (in particular the International Existing Building Code) contains the following definition: CHANGE OF OCCUPANCY—A change in the use of the building or a portion of the building. A change of occupancy shall include any change of occupancy classification, any change from one group to another group within tin occupancy classification or any change of use within a group for a «rpeci C occupancy classification. The 2020 Building Code of the State of New York (in particular the International Existing Building Code), Classification of Work, Section 506 states that the provisions of Chapter l0 of International Existing Building Code shall be the requirement for compliance. Analysis Summary: 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 47% of the property valuation(less than 50%). 3 — According to the NYS Code this project should be classified as a Change of Occunancv. Result-Based upon inspection of this project and to the best of my knowledge, belief and professional judgment the project is a Change of Occupancy and should be constructed according to the provisions of Chapter 10 of the 2020 Building Code of the State of New York (in particular the International Existing Building Code), Nicholas J. Mazzaferro,P.E. S F NEW� �r 0 �� sMota � 3 r , December 281h, 2022 236 THIRD STREET Suffolk County Department of Health Services GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631)477-0248 Fax: (631)477-1877 Re: MAYOR SILVERMERE ROAD GREENPORT, NY 11944 GEORGE W. HUBBARD,JR. EXT. 215 TAX MAP ID# 10000470002000;5000, 1000047000200014000, 1000047000200013000, 1000047000200012000,10^0047000200009000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: PETER CLARKE MARY BESS PHILLIPS All the sanitary sewers,appurtenances, and sewage disposal facilities for the above- mentioned parcels have been inspected by the Greenport Sewer District and found JULIA ROBINS to be satisfactory. VILLAGE If I can be of any further assistance,please contact me at (631)477-0248 ADMINISTRATOR PAUL]. PALLAS, P.E. EXT. 219 Regards, g f CLERKr SYLVIA PIRILLO, RMC EXT. 206 Adam Hubbard TREASURER Village of Greenport ROBERT BRANDT EXT. 217 Waste Water Treatment Plant -C� GENERAL NOTES: Aft SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION -� General Notes: A 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF LLLI - L- �L] l ll l- �=i ]U Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �� v. ;! ti J U �'� i 9 Ll' I r III GENERAL NOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. "� r �^ 1 1L l . li 2. FIRE SAFETY: 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. l�L.R DESIGN ASSOOlt�lliJ LIQ 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailingschedule shall be in accordance with the specified code. residential & commercial design < consulting p B. LOCKED AREA. [I T R TOR N 0 T E S 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. I ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PC,Box 1615 hone; 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 I 631 I 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. Soulhold,New York 11911 E-Mail: ssbn654Coplon1ine.ne1 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. Kehl Design AiatLLC a fly D A K A 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. ssodates,LLC -ssoces, formerly 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. ,OWNERSHIP & USE OF DOCUMLNIS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. ; 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE r! These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. ? ideas, design and arrangements represented 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. the have been re ared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI y p P PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - 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 8' a. Laminated Veneer Lumber (LVL): � 02-27-23 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. E = 1 ,900,000 PSI � 03-05-23 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 03-13-23 9 Fv = 285 PSI 4. NOISE AFTER HOURS: 07-27-23 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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 TI-E 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 WDRKMAN. 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 x 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 YORKnOR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. C 0 M M E R C A CONSTRUCTION D ETA �S 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF L CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL q 25 lbs/sgft 130 (mph) C SEVERE Y-0•' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/198 9 C 4A 4A 2018 International Energy Conservation Code (IECC) TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS La, AND MINIMUM COMMERCIAL CONSTRUCT ON DETAILS- DESIGN CRITERIA CONCENTRATED LIVE LOADSg SECTION C503 ALTERATIONS LIVE CONCENTRATED ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD k PRESCRIPTIVE DESIGN OCCUPANCY OR USE LOADS (psf) (Pounds) (SEI/ASCE 7-22) C50J General USES(s) AND OCCUPANCY CLASSIFICATION(s) 9. Dining Rooms and Restaurants loom Alterations t0 any building Or Structure shall comply with the requirements Of this section A C C E S S B TY CONSTRUCTION / DETAILS C503 and the code of the new construction. Alterations shall be such that the existing USE OCCUPANCY 10. Dwellings (see Residential) building or structure is not less conforming to the provisions of this code than the RESORT / 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 t0 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 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 e UNINHABITABLE ATTICS WITH LIMITED STORAGEI,J,K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018EDITION OF THE INTERNATIONAL ENERGY build withoutthe authorization of local governing agencies, such CONSERVATION CODE AND ASHRAE 90.1-2016 as Suffolk County Dept.of Health Services, Town Building k EXCEPTIONS: The following alterations need not comply with the requirements for new HEIGHT AND FIRE AREA HABITABLE ATTICS AND SLEEPING AREAS 30 Departments, DEG, FEMA, etc. Verify all conditions, Codes, and PROJECTS TOCOMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: requirements with such agencies prior to construction. CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK HEIGHT FIRE AREA N TABLE 0402.1.3 a 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 GRADE CLIMATE ROOFS GRADE FLOORS EIJDORS DOORS FENESTRATE PLANE TO THE AVERAGE HEIGHT OF m ZONE ATiICSAND wOODFRAMFD WALLSBELow JOIST/ OPaouE FIXED OPERABLE ENTRANCE assemblies reducing solar heat gain, provided that the code does not : UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM lop UNHEATED SLABSaa THE HIGHEST ROOF SURFACE OTHER AND OTHER GRADE c FRAMING DOORS FENESTRATION FENESTRATION DOOR d.+ =13'-7" AS PER CHAPTER 5 OF THE 3 STORY require the glazing or fenestration to be replaced. C, I , .- AS PER TABLE 506.2 4MARINT U-FACTOR 11.11-FACTOR U-FACTOR 3. Existing ceiling, well Or floor Cavities exposed during Construction provided 2020 BUILDING CODE OF NEW YORK MARINE R13 R-tOFOR24' g g P 9 � P ; �::�E L STATE. R38 R-3.8a R-7.5 R-30 BELOW 8-4.75 0.38 0.45 0.77 that these cavities are filled with insulation. 0 GROUP R OR R-20 4 Construction xi r w floor i i nexposed. `" Co structio where the existing roof, all or oo cavity s of L UNHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MINIMUM CLEAR HEIGHT BETWEEN SHGC SHGC SHGC N TABLE C402.4 PF<02 PF<o.2 PF<0.2 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE (NY) TABLE HEIGHT FROM RIDGE TO GRADE 17'-5" ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED ( '/ 0.36 0.36 0.36 BUILDING ENVELOPE FENESTRATION MAXIMUM 6. Air barriers shall not be req p required and roof replacement RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC where the alterations or renovations to the buildingdo not include 1155 SILVER[�� ERS"� ROADTRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED To ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 02<PF<0.5 .2<PF<0.5 2<PF<0.5 LOAD REQUIREMENTS. CLIATE 0.43 0.43 0.43 alterations, renovations Or repolrS t0 the remainder Of the building envelope. GREENPORT, F"1!Y 1194.4 LUMBER SPECIES AND GRADE 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 LYFACTOR PF?.0.5 PFz0.5 PFz0.5 BUILDING # 34 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED FIXED 0.58 0.58 0.56 SCTM # 1000-47-02-09 RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE of FENESTRATION 0.38 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER THE TRUSSES. OPERABLE 0,45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENESTRATION ALL COMBINATION SMOKE DETECTORS ;DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: ENTRDOOR 0.77 AND CARBON MONOXIDE DETECTORS i. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC GENERAL NOTES THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE CE NEW YORK STATE NEW FINISHED BASEMENT NA UNIFORMLY CONCURRENT LIVE LOAD of NOT LESS THAN 10 POUNDS PER SQUARE FOOT. SHGC NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PF20.5 1 0.43 , THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERLY OF THE EX. FIRST FLOOR 927 SF TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING ROOMS. PF = PROJECTION FACTOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO NFRINGEIiENTS WILL BE NEW FIRST FLOOR NA i ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. COIITRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR RELD FIT. THE UTILITY SHED NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE To UNKNOWN OR NEW BALCONY NAUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED 0011 COMMENTS NOT s, FOP,MALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA ATTIC (HOUSE)(a) NA SEAL: DATE: ATTIC (HOUSE)(b) NA Ir NEW GARAGE ADDITION NA r SEPTEMBER, 09 2022 NA -� U V ��i I PROJECT N0: ATTIC (GARAGE)(o) 1 pY NE W 1135-2022 EX. UTILITY ROOM NA EX. SCREENED PORCHES NA AUG - 2 2023 �'`PJ\ COHO�� DRAWN BY: BDK EX, OUTDOOR SHOWER NA ,{ EXISTING DECK 55 SF >o ` I yCHECKED BY: NEW DECK NA r`JIT,DT: ' l� � n -I SHEET NUMBER: EX. COVERED FRONT PORCH NA ` COVERED NEW DECK NA © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. " U i COVERED ENTRANCE NA04 POOL HOUSE CABANA NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. ACCESSORY STRUCTURE NA PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. (a) WITHOUT STORAGE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Doli NUNiE3Eh: 01" (b) WITH STORAGE KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHbDESIGN-ASSOCIATES,uc PROOF OF PURCHASE. SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF MTS 2 0 L T S 2 0 _ r�i TWO 8d NAILS THIS ��--SIDE OF CEILING JOIST :� i 1..a_ LDDJ�— u. SIDE OF TRUSS. ANDPROVON SIDEHOFIRAFTER JALLOWABLE LOADS 0KT ON 2 LOAD . I i+FASTENERS WITH TOTAL FOUR . o B — LATERAL MODEL GA UPLIFT UPLIFT (133/160) 8d.12' CODE NO. TO AVG REF. 8d NAILS RAFTERS/ TO TO ULT. NAILS INTO TRUSS. TRUSS PLATES STUDS (133) (160) F F2 (133& s STU "— jj rIi f I 1 SIMPSON i f-tl. •== �,t y III NOTE: REFER TO SIMPSON WOOD CONSTRUCTION m a aam TAKE—UP WASHER IT DESIGN ASSOCIATES �� H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND - _ T PROPER INSTALLATION PROCEDURES % residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTg'x12 u P0.Boz 1675 phone: (6311 433 90$4 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o MODEL GA AVG 2 REF INTO ° Southold,New York 11911 E-Mail: $$bn6540aC fonline,nel NO. MAX. CLEAR ULT. LFTA LFTA PLATES °0° ° 1 p WIDTH SPAN L QTY DIA 12" 2" 22" 3' 32" 12" 2' 22" 3" 3}" ° .i INTO ; Kehl Design Associates,LLC o formerly D A K Associates,LLC o , IN NAILS SP4 , LFTA 16 2 17" 3g�"16-10d — 4200 STUD / r i. 1205 1400 5, 44, 85 ,../.,/ ,,,7 JWNERSHIP & USE OF DOCUTALN I S: o DOUG—FIRLARCH T SO. PINE °° These drawings and specifications including the FASTENER SZ ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 12' CODE N0. ULT. REF. LFTA LSTA21 ° ideas, design and arrangements represented FIDd 10d x 12" (133 / 160) (133) (160) therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be ° Simpson Strong-Tie copied, disclosed to others or used in connection MT516 16 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 ° 0 ° HGA10 with any work or project other than for which ° o. 2" 3116 1000 Bao 1000 3, 41, 128 0 ° the have been prepared without written consent. MTS20 20 14-10d 14-10d x 1 ARTJ'x12 DETAIL "K" y p p LST20 20 12-1Od 12-10d x 1Z' 2383 775 720 720 3, 41 5 COUPLER NUT �� REV• DETAIL E ° STU 8 — DOUG—FIR—LARCH Equal number of °° 1/ ,SIMPSON 02-27-23 SO. PINE CODE03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. SpeClfled nails In TAKE—UP WASHER MOODEL CONTI ON OF LOAD FLOOR ROOF (133/ (100) (125) 160 each end Simpson Strong—Tie 03-13-23 I' 07-27-23 G 515 645 670 CS16 AR LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''''9(DF/SP) (133) HOLDOWN HOLDOWN ARTR'x12 DEFLECTION DEFLECTION CODE MODEL STUD AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE N0. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE ° °° GA GA HB SB W H B So CL DIA-'8 DESIGN LOAD DESIGN op° QTY DIA 12" 2" 22' 3" 32" 52' LOAD WHEN RAISED OFF 0 THE SILL PLATE 0 0 HD2A 16 12 4 22" 2:J 8" 2 175 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 O a 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. 5P4 3a" 71" 6-10d x 12" 2917 735 885 7, 40, 127 0 s 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA y� L NAILS FLOOR (133) (160) REF. °o 100 �WURK NOTES: LSTA21 20 11" 21 16-10d 905 1 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA FLOOR REF. No. w L NAILS 100 (133) (160) Simpson Strong—Tie -S TU MSTA24 18 1 1'" 1 24 1 18-10d 1025 1370 1640 7, 40, 90 1 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. (LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A TAKE—UP WASHER (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-Sd 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HS C516 150' 14" 16 CLEAR SPAN +31' 1'- 7, 40, 90 MODEL DIMENSIONS FASTENERS DN, DOUG-FIR LARCH SPINE ALLOWABLELOADS— NOTED. FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA HEADERS AVG UPLIFT FLOOR (1 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" W H B 10d 16d JOISTS ULT. (133) (160) tOd 16d6d tOd 16d tOd 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS45 18 3A" 41" 2 DETAIL "I,t CN W- 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 14 3;" 9J" 2 COUPLER NUT HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART8'x12 STU 5 .DOUG—FIR AR H PIN ALLOWABLE A 8 a FASTENERS PG REF. AVG UPLIFT (FT UPLIFT 33/160) No. GA ULT. SIMPSON MODEL A TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 Acceptance of these drawings does not authorize the right to HGA10KT 14 4—SDS4""x12" 4—SDS211"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 PROJECT: TOTAL FOUR /• SE A MINIMUM OF NTOAILSTRUSS. TWO Rd NAILS SIDE OF TRUSS.�IS MTS16 STU - LSTA21 SIMPSON ANCHOR BOLTS MTS16 SIMPSON TOTAL FOUR /. 0 TAKE—UP WASHER 8d NAILS HD2A - INTO TRUSS. LSTA21 Strong-Tie 2 7_1 . °� i TWO o F, Z 8 AILS TO `� PLATES °m° TWO 1155 SILVER!"SERE ROAD EIGHT ° 8d NAILS 8d NAILS INTO INTO ° DETAIL "A" GREENPORT, NY 11944 STUD Simpson Strong—Tie PLATES °mo CID H7 EIGHT-' NAILS ® DETAIL 1 11 DETAIL "G" DETAIL "J" STUD Simpson Strong—Tie ° BUILDING # IN 34 H7 Simpson Strong-Tiett tt LFTA LFTA ROD SYSTEM DETAIL L SCTM # 1000-47-02-09 LFTA DRAWING TITLE: Ridge Strapping DRAINAGE & ROOF RUN-OFF NOTE AND CALCULATIONS LSTA30 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD - 1'-0" DEEP POOL x 4' DIA --12.58 cu,ft. per vertical ft. ! CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA, = 22,3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS ' NOTE: 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE / ROOF DRAINAGE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ROOF AREA = 1068 sq/ft 2" THROUGH ROOF3" THROUGH ROOF CALCULATIONS AND 2nd FLOOR II II 12" THROUGH ROOF .+ LTP4 ROOF V = A x R x c PLUMBING RISER DIAGRAIV I 3.' A = 1068 sq/ft LTP4 2" 3' R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 �_ d::NOTES: tt 11 V = 1068 x 1 x .166667 = 178 C.F. , THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL C EXISTING 1AAMBaTxwoM DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS WILL BE 1' Simpson Strong—Tie 2! PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 3, 2" 3" 2" 2" 2^ i,f 178 / 42.25 VERTICAL FT. / FT = 4.2 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail sT sc FLOOR USE (2) 8 DIA. POOL 2'-6" DEEP = 5.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UP011 COMMENTS NOT FLOOR OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Simpson Strong—Tie 2 2 2 • 2 ; Floor-to-Floor Connections 3' 3.. 2 178 / 68.4 VERTICAL FT. / FT = 2.6 U,F. ;SEAL: DA!L: 3" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN 2 USE (1) 10' DIA, POOL 3'-O" DEEP = 3.0 V.F. SEPTEMBER, 09 2022 ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCT ON DETAILS t _ PROJECT N0: THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. sA 3" €< 1135-2022 g OF lvt yy. CRAWL SPACE POOLS TO BE PLACED ON OPPOSITE SIDE OF ;. �E p. /�,, RAWN BY: ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF 4" F.A. VENT HOUSE AND/OR LEADERS TO BE PIPED TO 'f `'� o��.�'„C° ” BOVE GRADE BDK C.O, A C CKED BY: NEW YORK STATE 2 2' G To SCWA APPROVED POOLS (1/2 OF THE ROOF TO DRAIN TO EACH x,r�a • 77 SEWER SYSTEM POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTICc _;- NO SUBSTITUTIONS COMMERCIAL CONSTRUCTION DETAILS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). E i NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD �,of, -4 �< '_; No substitutions are approved or authorized. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA tpN� Due to the relationships of framing hardware to (SEI/ASCE 7-22) the other components of the structure, any framing PLUMBING RISER DIAGRAM (NTS) WHERE TRAFFIC IS TO BE PRESENT, ' hardware substitutions will render these plans /ACCESSIBILITY CONSTRUCTION DETA LS uur� Nur-IBr=h: uF IF A MULTIPLE POOL SYSTEP,4 IS USED AROUND THE null and void, and will result in the in staller/contractor assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL performance of the entire system. BE DIVERTED TO EACH POOL. u KEHLDESIGN•ASSOCIATES, ur TO CONFORM TO 2009 A117. 1 ."` -'-1";t.� -� X45•,. II ffIf KEHL DESIGN ASSOCIATES roc residential & commercial design . consulting P0.Boz 1675 phone: (631 1 433-9084 Southold,New York 11971 E-Mail: ss'on654@cptonline.ne1 Kehl Design_Associates,LI C®formerly D A K Associates,LLC —3,3'-04 1., rOWNERSHIP & USE OF DULUMEN".I,J...,, •,,,.a,.� ' 33'-04 1 8 - 4 8 These drawings and specifications including the 5 " 1 2'-21" 11'-0�" 4'-4" A ideas, design and arrangF-rnents represented 201 therein, are the property of KEHL DESIGN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH u ASSOCIATES, LLC. No part thereof shall be THE 2020 BUILDING CODE OF NEW YORK STATE copied, disclosed to others or used in connection AW41v AW41v 3842 with any work or project other than for which 453"x 26" 453"x 26" 44"x 482" ; they have been prepared without written consent. Awning Awning DBL Hung - - - - - - - - - - - - - - - - - - - - - - - - " ALL HEADERS ARE TO BE (2)13/"X 74LVL _10'-1J4 CL. N 1o'—t4" (UNLESS OTHERWISE NOTED) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 REV. Q I i 02-27-23 1 • NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 03-05-23 114 (71 fo ° BEDROOM 00 �, KITCHEN `°= BUILDING CODE OF NEW YORK STATE I I I 03-13-23 > Co �N N I I Ez. Min. 2" PC. Slob Ex. Min. 2" PG Slab Q Al<3 I •X J I I I I 07-27-23 �` EL BEDROOM DINING �� NOTES: 4 4 AREA Ex. 8" CMU. Pier Ex. 8" CMU. Pier 4 4 " m Provide Insulation Baffles as required at Soffit 8' " m O O Locations to Provide for proper attic ventilation 10'-64" 10'-64 10'-64 8" 0 8CC) '-11 „ ® Provide R-49 Insulation in all Flat Ceilings as per � � I— � O O Existing 2 2x10 Girder 2018 IECC International Energy Conservation Code O I I Existing (2)2x10 Girder I I Existing (2)2x10 Girder I with (1) 13"x 92" LVL Sistered l with (1) 14'x 92' LVL Sisteredl 1 I wi,h (1) 14"x 92" LVL Sistered I 2 68 2668 1 © Ice and Water Shield to be used Beneath any damaged roof L-_ __J /Ex shingles or areas of repair on the roof B o 14'-9 = ® Provide Simpson Tydown or Hurricane Strapping to the rafters 1 IZoat all locations of the Interior that are Exposed during the I Ex. 2'-0"x2'-0"xl'-0" . 2'-_0"x2'-0"xl'-0" co removal of mold or deteriorated interior surfaces. n " Tn I I 1 I Concrete Footing oo Concrete Footing m Provide 1x6 Azek or Equal to all locations of the fascias that are repaired due to Mold or Deterioration. i i cc N 00 N Ex. 8" CMu. Pier N N Ex. 8" CMU. Pier ° I I of ® Blue Skin House Wrap or Equal to be Used Under Siding for All x o Locations Repaired w I I WORK NOTES cv — —-1 W • z CD Remove and Replace any Insulation that shows signs of mold I I g O I I Existing z 2x10 Girder Existing 2 2x10 Girder g ( ) I I Existing (2)2x10 Girder I I LIVINGor deterioration with R-15 Insulation I with (1) 1J"x 92" LVL Sistered l with (1) 13'x 92" LVL Sisteredl I I with (1) 19"x 92" LVL Sistered ROOM --� /EX ___J N� ® Remove and Replace any Siding that shows signs of deterioration 4" n aCo X M with New Cedar Wooden Shingles 44ADAo Ex. 2'-0"z2'-0"x1'-0" . 2'-0"x2'-0"x1'-0" BATH o ® Remove and Replace any Sheetrock that shows signs of mold Concrete Footing �o1 Concrete Footing or deterioration with New 8' Type "X" Fire-rated SheetrockI Ex, Min. 2" PC. Slob -1 M " 1 I Ex. Min. 2" PC. Slab r` U � A-5 23'-24" — — -3 1 14 �(fi14 ALL COMBINATION SMOKE DETECTORS L - - - - - - - - - - - - - - - - - - - - - - - - - — J AND CARBON MONOXIDE DETECTORS I °� � QO Awaty 441"x 24�" 443w 24 " ARE TO BE CONNECTED WITH A CENTRAL ---- — _ - - - - — — — AW41v lyN1 AW41v - - - - (2 x A C Gir r a Awning 7'-8a' -- -2'-64'" Awning Awning NI -,0, MONITORING STATION AND TO BE I `rIt A g Aw41y 44 "x 24�" 4a3"x 242" AW41y MONITORED CONSTANTLY AS PER THE I I I z4" cone. Fired Sono 10'-3 Awning Awning Tube Cut in Half RAMP 2020 BUILDING CODE OF NEW YORK STATE. I I Min. 3'-0" Below 201 N n°j PLANS TO BE SUBMITTED TO SOUTHOLD 4.,1 4„ Final Grade I i1" 3' 11-4 14" 00 x= -- -- ----- -- ------- TOWN FIRE MARSHAL PRIOR TO 8" I 4x4 ACO Post attached to 1 I O. J "moo °'" ENTRY r INSTALLATION f 4z4 ACQ Post attached PI 2Ci der 10" Conc. Column Win Simpson ----------------- - I 10' Conc. Column with Simpson I 4x4 Post Anchor and e Anchor o VESTIBULE B I 4x4 Post Anchor and g' Anchor 4'44 Bolt on 22" Conc. Filled Big Foot. l = DECK 1 1 I I w Bolt on 22" Conc. Filled Big Foot. 8" 1 m ALL I N TE R I 0 R FINISHES ARE TO I Acceptance of these drawings does not authorize the right to ^" I COMPLY WITH THE I I build without the authorization of local governing agencies, such , I I 24" Conc. Filled Sona I -, B � Tube Min. 3'-0" Below I as Suffolk County Dept. of Health Services, Town Building CV 2020 BUILDING CODE OF I I Final Grade 201 Departments, DEC, FEMA, etc. Verify all conditions, codes, and NEW YORK STATE I�5' 2'-9" L — _ _ — — — 14" 14 requirements with such agencies prior to construction. ---------------------- 3042 3042 �'� --------- I 36"x 49" 36"x 49" 1 x8 AGO Gir r PROJECT: t DBL Hung DBL. Hung — FIRE EXTINGUISHER 4x4 ACQ Post attached to I �� ;. CLASS ABC, 5LB, 2A: 10B: C 10" Conc. Column with Simpson 00 +�o oa * LtE F ,1� A S PER TABLE 906.3(l ) FIRE 4z4 Post Anchor and " Anchor 1 a 4z4 ACQ Post attached to 1„ Bolt on 22" Canc. Filled Big Foot. 0x a 10" Conc. Column with Simpson -10" 2'-14" -5 " -6g" -6" 7'-6� EXTINGUISHERS FOR CLASS A P pH 0 L"' 4z4 Post Anchor and 8" Anchor 4 7'–114" t 1' 1 4'–o " FIRE HAZARDS BASED 0 N, ; Bolt on 22" Conc, Filled Big Fool 1 _33'-04" LIGHT, (LOW), HAZARD ADA Ramp Slope to OCCUPANCY be Greater thanI �14 1 :20 and not steeper " -104„ + —v '-104 4 " 4'- 10 ' z 1155 SILVERLMRE ROAD than 1 :12, Rise (No g" 3'-8" GREENPORT, 14Y 11944 more than 30" per FIRE SPRINKLER SYSTEM TYPE R13 TO BE Run). I dry: BUILDING # 34 INSTALLED THROUGHOUT THE BUILDING I EXISTHNN' GFLOOR SCTNI # 1000-47-02-09 ADA Ramp Slope to 4 NEW YORK STATE. ADA Ramp Handrails be Greater than SCALE: 1/4"= 1'-0" PLANS TO BE SUBMITTED TO SOUTHOLD of the on both sides greater than 6 ' e ramp If rise Is 1 :20 and not steeper ;.DRAWING TITLE: TOWN FIRE MARSHAL PRIOR TO than 1 :12, Rise (No INSTALLATION , more than 30" per Top of Handrail to be AS NOTED between 34"and 36". Run). ALL STAIRS TO HAVE A MAX. RISER HEIGHT OF 7" AND A MINIMUM All Handrails are to be TREAD DEPTH OF 11". ALL HANDRAILS TO BE INSTALLED AS PER THE Install as per 7'-114" 11' 14'-01" 2020 BUILDING CODE OF NEW YORK STATE ACCESSIBILITY CONSTRUCTION VNOTES: DETAILS 33'-04" THESE PLANS ARE AN INSTRILUENT OF THE SERVICE AND ARE THE PROPERTY OF THE . ALL SPACES, AREAS, DETAILS, DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. flFRINGEMENTS WILL BE ROLL-IN SHOWER TO COMPLY WITH THE DIMENSIONS AND CONSTRUCTION PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ACCESSIBILITY CONSTRUCTION / DETAILS TO CONFORM TO 2009 A117.1FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. 1HE LA IT 3 DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWiJ OR ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION FOUNDATION UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT TO CONFORM TO 2009 A117.1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 11 k SEAL: DATE: DECEMBER,14 2021 PROJECT NO: 1112-2021 _ DRAWPJ BY: % '�F '�r B`�r<� D K CO �r CHECKED BY: Or ll ' `• I= SHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ' ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. 16 4 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEMDESIGN•ASSOMTES,uc PROOF OF PURCHASE. ` A;:;... wo my 1L L12 ' t+ all KER DESIGN ASSOCIATES, LLc 33'–01 residential & commercial design - consulting 10'-2g„ 10'-2Z" -341, 33'-04„ P0.Boz 1675 phone: (631)433-9084 -34" 10'-2$" 10'-2g„ -34., A Southold,New York 11971 E-Moa: ssbn654@opionline.rei I I 201 , Kehl Design Associates,LLC a formerly D A K Associates,LLC A OWINEKSHIP & USE OF DOCUMENTS: 01 These drawings and specifications including the o ideas, design and arrangements represented o therein, are the property of KEHL DESIGN = PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ASSOCIATES, LLC. No part thereof shall be THE 2020 BUILDING CODE OF NEW YORK STATE copied, disclosed to others or used in connection Nwith any work or project other than for which � 244DH3040-2 FWG6068L Tempered Sashes �,%� 244DH3040-2 FWG6068 244DH3040-2 24 040-2 _ n Il n l fl ! they have been prepared without written consent. r, ---- ------------- ---- (2)1i"x9�" LVL Hdr. (2)11"x94" LVL Hdr. (2)1"x9}" LVL Hdr. ALL HEADERS ARE TO BE (2)1 a"X 74° LVL 32,. 32'-54" 3 " (UNLESS OTHERWISE NOTED) REV. 02-27-23 00 00 NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 03-05-23 o ; 1n n BUILDING CODE OF NEW YORK STATE o 03-13-23 d J12'-3T" 7 -103" 1c`r CD 0) 4 4 4 ---- o 07-27-23 n. -I NOTES: = P N © Provide Insulation Baffles as required at Soffitexec -N Locations to Provide for proper attic ventilation 9 to o ro Q N 0O ® Provide R-49 Insulation in all Flat Ceil ngs as per �f o o WC .N 2018 IECC International Energy Conservation Code Q N pWp r un o © Ice and Water Shield to be used Beneath any damaged roof pwp o I = shingles or areas of repair on the roof B` B c� ,0 201 M L U 3 " N 5'-2a 3 ' 201 i' ® Provide Simpson Tydown or Hurricane Strapping to the rafters 1 (n B D R 0 201 i� N _ 3 at all locations of the Interior that are Exposed during the o LIVING II � I � T. ` removal of mold or deteriorated interior surfaces. I Ridge Beam "A" N ROOM H BEDROOM N I m m Provide lz6 Azek or Equal to all locutions of the fascias that �- Ri ge nt N --� " 00 >_ are repaired due to Mold or Deterioration. All Walls and Ceilings to be Covered with COMBO 7, 5 M y I T N _54„ 0 Blue Skin House Wrap or Equal to be Used Under Siding for All M N 8 Type "X" Sheetrock DE�0R r, oU SHOWER Locations Repaired > ?� > > .WORK NOTES: Z : Z J Q P 0 Remove and Replace any Insulation that shows signs of mold oo Q W LD 0 or deterioration with R-15 Insulation �Q Z o r ' N N n Ln® Remove and Replace any Siding that shows signs of deteriorationcl� Ln N i' DINING with New Cedar Wooden Shingles ,`s", of M `� o AREA ,; M cab 0 Remove and Replace any Sheetrock that shows signs of mold —__— o0 L� 0 mirror or deterioration with New e" Type "X" Fire-rated Sheetrock �O o�� q'' �� N n, rq t o 4 3 Illl �� r ) r t I 32'-5T„ ^� d 1" 4 FIRE 1'• Lin f 8' 1j" C ling ht N ^� 32 EXT cob 3� I ALL COMBINATION SMOKE DETECTORS (2)14"x9�" LVL Hdr. (2)14"x9�" Hdr. (2)11"x94" LVL Hdr. –I (2)1 j"x9}" LVL Hdr, AND CARBON MONOXIDE DETECTORS M 3068 0. 3068 T0. —__ `N 244DH3040 31" 3 " -64" '" 24 DH o4o ARE TO BE CONNECTED WITH A CENTRAL -5'-74" �� I A MONITORING STATION AND TO BE U 244 H3040 MONITORED CONSTANTLY AS PER THE 0o U SS 2020 BUILDING CODE OF NEW YORK STATE. this Roof system > ------ - --- I-------- -- --------- I to be Built — Q PLANS TO BE SUBMITTED TO SOUTHOLD over the Top of _ ENTRY D the Main Roof --— _ L KITCHEN VESTIBULE S AI TOWN FIRE MARSHAL PRIOR TO o INSTALLATION o KITCHEN A -- �' 01 —, O 2x6 Cell foists 16'oc. ,,> -�- @ 8' 1E' AFF. 21" 5g i 1,. N 32 3� Acceptance of these drawings does not authorize the right to 'B (2)2x6 C ilingBFlush Beam UTILITY °,N ALL INTERIOR FINISHES ARE TO AH �� `' buildwithoutthe authorization of local governingagencies, such 201 @ AFF. RM. �1 g COMPLY WITH THE 201 Q � � B g HEATER 2020 BUILDING CODE OF 201 I as Suffolk County Dept. of Health Services, Town Building x ei ing I 201 M. Departments, DEC, FEMA, etc. Verify all conditions, codes, and °8'- NEW YORK STATE E P a-18 AFF, � requirements with such agencies prior to construction. ---------- -------------' ------- --- s -- -- - { - ------- r �� r uF10JECT: ' r' LANDING UP CONCRETE RAMP LANDING u, — FIRE EXTINGUISHER CLASS ABC, SLB, 2A: 10B: C 8'_11;" -14" AS PER TABLE 906.3(1 ) FIRESi LVL , ,�- ; S`p EXTINGUISHERS FOR CLASS A 7'-114" 11' 14'-01 =N I FIRE HAZARDS BASED ON, ADA Ramp Slope to LIGHT, (LOW), HAZARD 7„ 3" 1— �„ 1., be Greater than 5� 32°' -5� 31" -44 3'" 31 2� 32 , 1 :20 and not steeper OCCUPANCY ROOF than 1 : 12, Rise (No Q 24'-6 " F 15 i G P LAI' U I' I T 34 1155 SILVE�tifERE �3AD more than 30" per � I SCALE: 1/4"= 1'-0" Gf�EE�PORT, NY 1144 Run). � ADA Ramp Slope to FIRE SPRINKLER SYSTEM TYPE R13 TO BE BUILDING # 34 w be Greater than INSTALLED THROUGHOUT THE BUILDING U 1 :20 and not steeper I AS PER THE 2020 BUILDING CODE OF SCTM # 1000-47-02-OJ ADA Ramp Handrails z than 1 :12, Rise (No NEW YORK STATE. require on both sides UL more than 30" per PLANS TO BE SUBMITTED TO SOUTHOLD DRAWING TITLE: of the ramp if rise is 5„U Run). ,,, ,” TOWN FIRE MARSHAL PRIOR TO greater than 5" IL 4'-1g -10� 7'-104 -24 Top of Handrail to be INSTALLATION between 34' and 36 7 -1 14" AS NOTED All Handrails are to be ALL STAIRS TO HAVE A MAX. RISER HEIGHT OF 7" AND A MINIMUM Install as per TREAD DEPTH OF 11". ALL HANDRAILS TO BE INSTALLED AS PER THE ACCESSIBILITY CONSTRUCTION 2020 BUILDING CODE OF NEW YORK STATE NOTES: DETAILS THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE ALL SPACES, AREAS, DETAILS, PLAN NIT 3 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO INFRINGEMENTS SHS WILL IBE F DIMENSIONS AND CONSTRUCTION � L 0_ 0FR6' ROLL-IN SHOWER TO COMPLY WITH THE :o PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL To CONFORM To 2009 A117.1 ACCESSIBILITY CONSTRUCTION � DETAILS FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIDNAL ASSUMES NO LIABILITY FOR OlNISIONS DUE TO UNKNOM1 OR in ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION UNFORESEEN FIELD CONDITIONS AND DR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"= 1'-0" TO CONFORM TO 2009 Al 17.1 FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LANDING SEAL: DATE: DECEMBER,14 2022 r PROJECT NO: I t1E4U Yo 1135-2022 k-- 5� G� CO �'� DRAWN BY: Np O'L t \ BDK K CHECKED BY: 'DHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. ROFESS� A i O PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEH[GDESIGN•ASSOM15,uc PROOF OF PURCHASE. 2x8 Ridge - 1 LLLg LIl ILD Lig IEI I_I g Beam 1LLIL I ILL IL I IUI 11 I�ll_I Ex.Ridge vent Ridge Beam "A" - Ex. " CDX Roof Sheathing 2x8 Ridge Beam / * _ 3° g 3" ' L I_B7 1T, - -�J 1 11 T 3' a CDX Gusset Plate a CDX Gusset Plale Ice and Water Shield ® g,i,`IL'�ri'I [ k li+ X11 Ill LU tI ILL 11_II II LLI �( ' /h C S'- n 1; i 4 ems,•,:.. . CDX Gusset Plate I I, f a Ex. GAF Architectural Roof Shingles / � ' �1' kx I Total R45 Insulation C�ptdy k�k8kr LLIII LI III LIJ LJ LLLI 1L!JJA 1L;LtL!U -_L1111LL]L E 11 II II LU1 L II II II II II LU III ILLJL_I ILS ILL IMI I_ t�J L1li.Lli_ILLI 11J llLHI LULL- I D I LLJJ LU I I II I I I LL I I I LI I I I I I I I I L U I I I I I III I I I I I S I IJ�I J L1. 4" CDX Gusset Plate � Ex. 2x6 Rafters 16"oc. DESIGN ASSOCIATES� 1 ! IL LJ-LLL _ L1 Ll_1L_ Cl IJ J1 = IIII LI_ T-JJ_IJ_ i LI L I SLI L SLI L � 1 � I . : d � � ,o oof ' II III L� L�L_LL�� I I '� ��ILI-�I!_I_Ii iiI 'L1J�[�TTIIL�L�T�J_lI�tLLUt � I .�\ \e ' c�6 � �� k Cy 2x8 Sub Rafters 16"OC. residential & commercial design . consulting IJ T�L1J a 1I Total R45 Insulation d s e '. 1�J__1- ll �� r�LtLL 1L1J .LJL1L.Lh_i WLl1 11L_fL -L II III II II IIII L11 I I� TL1 llLW1_�LJL_JLWJ_ll IIII II SLI IL 11 11 4" CDX Gusset Plate �trL J LII-L�l11__L'_ LL_1LI1J T1J TLJ L I LLil_JJ U LLI SLI LI �L 11 1111 I l!III L U 1111_ 11 ll _ ll L111_ -U 1 111.E 1LlJ _" 1l Total R45 Insulation 4 } s ' PO.Boz 1 b15 phone; (631 433 9084 Bottom Chord s. © Air Vent 2x8 Bottom Chord 2x8/ Insulotlon Baffle Southold,New York 11971 E-Mail: ssbn654@optonline,nel _ »i_i I !TI'',; 1 L1 Simpson Tydown L1LLU Ii I ®1 z6 Azek Fascia µ �LL-11 -L[_I W �I ILI Ex. Vented Soffit Kehl Design Associates,LLC o formerly D A K Associates,LLC �L,1I' '� Ill(I I � ISI , � 11LIU �� (2)2x4 Top Plate Lu. L-L>1_• LSI lu 1TL 11TLiLu�LT� Exterior Sheathing OWNERSHIP & USE OF DOCUMENTS: 1"1',I-I j��IIIIlI;t-IL LT L - ® Blue Skin House Wrap or Equal These drawings and specifications including the L11 LL-int 244DH3040 244DH304D 244DH3040 244DH3040 ® Cedar Siding All WaIS and Ceilings ideas, design and arrangements represented L_LL�I Lei �!J�I_�I I I! LI_�'�I�T11�Ill II L_111T_Jt.LT1LI' Ex. 2x4 Stud's 16"oc. to be Covered with therein, are the property of KEHL DESIGN Type "X" Sheetrock ASSOCIATES, LLC. No part thereof shall be See RES Check 8 yP ® copied, disclosed to others or used in connection u1III1 IIIJIIL��JII1I fLI ; 1J ILLI Ll IBJ LI �J L tl�llt_ ® R-15 Insulation Max. )hal will R-15 Insulation with any work or project other than for which L�L11�LL_ji—W-_11_JLJ fit In Wall COVIty 3„ ' Ij LI 111111_ II LI L_ II L I�� 4 Finish Floor they have been prepared without written consent. 'LILITi�II_iL1�1lJTT1_1iJ-L L11JT1ll ____ LLIII_�LtLIJLLI_'J_TtLTL1JjLLIL I�J_II1 Ex, 2x4 Sill Ex. 4" Subfloor Sheathing REV. u u _L Ex.llJ�LLLUI II 11� Ex.2x8 Box Beam—/ Existing (2)2x10 Girder Existing (2)2x10 Girder 02-27-23 Lw-30C ith (1) 1y"x 92" LVL Sistered with (1) 14"x 921" LVL Sistered R-30C Insulation Ex. 8" CMU. Foundation Insulation Ex 8 RC30C JInsulation03-05-23 EA ST ELEVATION' ' Ez, 8" CMU Pier 03-13-23 2" PC. Slab Ex. 2" PC. Slab 2" PC. Slab � 07-27-23 SCALE: 1/4"= 1'-0" I II L II L Ex. Ex. 2'-0"x2'-0"xl'-0" Ex. 16"x8" Conc. Ftg. ttr__ • Min. 3'-0" Below Concrete Footing Final Grade. I I I II11111 Hill 11 111111 111111 111111 111111 Illd 111111 111 11 1 I CROSS SECTION A PROVIDE HURRICANE STRAPPING IID ACCORDANCE WITH 11 11 11 11 11 111 SCALE: 1/4"= 1'-0" THE 2020 BUILDING CODE OF NEW YORK STATE lL ll 1 IIII 11 III ��II IIII II II III UIQ HUII NUII NI ALL HEADERS ARE TO BE (2)1 4"X 74" LVL IIIII IIIIII I11L1 (UNLESS OTHERWISE NOTED) J LF- ILI- 244DH3040 LLILLLILIILLLILLILLU244DH3040 II IIII I� III Tempered II II II Tempered lr-Lu-LTJ—L.L1 J-LTJ--LL I I f NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 U LUJ J U U II IJ L III _- - I I BUILDING CODE OF NEW YORK STATE LT.11 12x13 Rafters with 12"x15"x4" WORK NOTES: III II IIuLII III L II ILLI CDX Gusset Plates @ 48"oc. bJOTES: 11 11 1 1 Ridge Beam "A" 3" CDX PI wood Gts " 1 Provide Insulation Baffles as required at Soffit 4 y usse4 CDX Plywood Gussets Locations to Provide for proper attic ventilation 5 Insulat o R-4 n Ex. 2x6 Rafters 16"oc. ® Provide R-49 Insulation in all Flat Ceilings as per u a 2018 IECC Internctfonol Energy Conservation Code 2x8 Sub R ft ers 16"OC 3" CDX PI wood Gussets 4" CDX Plywood Gussets ® Ice and Water Shield to be used Beneath any damaged roof 4 y shingles or areas of repair on the roof 4" CDX Plywood Gussets Ex. 2x6 Rafters 16"oc. @ Provide Simpson Tydown or Hurricane Strapping to the rafters 2x8 sub Ratters 16"oc. ELEVATIOINI at all locations of the Interior That are Exposed during the WEST removal of mold or deteriorated interior surfaces. R-45 Insulation 4" CDX Plywood Gussets ; CD Provide 1x6 Azek or Equal to all locations of the fascias that SCALE: 1/4"= 1'-0" © Air vent /Insulation Baffle 4" CDX Plywood Gussets are repaired due to Mold or Deterioration. l (D Simpson Tydown ® Blue Skin House Wrap or Equal to be Used Under Siding for All G) Azek Trim _ lul U Locations Repaired vented Soffit Ex. (2)20 Top Plate ® Remove and Replace any Insulation That shows sirs of mold ! Ex, ;" Exterior Sheathing New 3 Ply Truss Beam or deteriorotion with R-15 Insulation W1�L 1L II IUI II IUI IJ1 �U II I1M-1 1 IJ 1I ® Blue Skin House Wrap or Equal ® Remove and Replace any Siding that shows signs of deterioration L1- ® Cedar Siding LIVING with New Cedar Wooden Shingles 1 III Ex. 2x4 Stud's 16"ac. ROOM I BEDROOM CL. BATH SHOWER L -1 J H I _1L 1.11 J11 L _LL 1 11_. ® Remove and Replace any Sheetrock that shows sgns of mold See RES Check or deterioration with New 5" Type "X" Fire-rated Sheetrock ( ) R-30 Insulation AI I Walks and Ceilings ® R-151nsulation Max. that will 3" Finish Floor t0 be Covered with 2'-7" -14" 3'-7" 8 yP 1 1 fit in wall cavity 4 Acceptance of these drawin s does not authorize the ri ht to Ex.2x4 Sill Ex. 4" Subfloor Sheathing g" Type "X" Sheetrock R-30 Insulation p g g t LLLtL R-301nsulation ® _ build without the authorization of local governing agencies, such LLL U — as Suffolk County Dept. of Health Services, Town Building lllFx.2x8 Floor Joists 16"oc. Ex,2x8 Floor Joists 16 cc X. 2x8 Floor Joists 16"oc. Departments, DEC, FEMA, etc. Verify all conditions, codes, and 244DH3036 EX. 2x8 BOX Beam—/ Ex. Existing (2)2x10 Girder Existing (2)2x10 Girder Existing (2)2x10 Girder ALL COMBINATION SMOKE DETECTORS with i 14'x 92 LVL Sistered withT1 1 x 9 ' LVL Sistered with 1 1 "x 9 ' LVL Sistered requirements with such agencies prior to construction. 44 4244DH3040 ) c O a AND CARBON MONOXIDE DETECTORS LLt 11 2 44DH3040 244DH3040 2 DH30 0 /Ex. 8" CMU. Pier Ex. 8" CMU. Pier ARE TO BE CONNECTED WITH A CENTRAL Ex. a" CMU. Foundation Ex.2" PC, Slab Ex.2" PC. Slab Ex.2" PC. Slab :PROJECT: MONITORING STATION AND TO BE MONITORED CONSTANTLY AS PER THE l jLT 2020 BUILDING CODE OF NEW YORK STATE. Ex. 16"xa" Conc. Ftg. Ex. 2'-0"x2'-0"x1'-o" Ex. 2'-0"x2'-0"x1'-0" PLANS TO BE SUBMITTED TO SOUTHOLD Min. 3'-0" Below k, Final Grade. Concrete Footing Concrete Footing �. a'?�. } TOWN FIRE MARSHAL PRIOR TO .�o I U "` "L L;CR®SS SECTION :.tk �� INSTALLATION r� �r _. SCALE: 1/4"= 1'-0" 201 ALL INTERIOR COMPLY FIITH ETHE RE TO 2x8 Ridge Beam NORTH '� 155 SILVERP�ER� R��D ELEVATION- Ex. Ridge Vent GREENPORT NY 11944 2020 BUILDING CODE OFEx. 2xs Rafters t 16"oc. NEW YORK STATE SCALE: 1/4"= 1'-0" Ex. 4" CDX Roof Sheathing ' ® Ice and Water Shield BUILDING # 34 Ex, GAF Architectural Roof Shingles R-49 Insulation ® SCTM # 1000-47-02-09 m Insulation Baffles FIRE EXTINGUISHER Q Simpson Tydown 2x6 1. J°is,t 1 6"ac. ORAWI NG TITLE: Azek Trim CLASS ABC, 5LB, 2A: I OB: C ExVe. Vented Soffit—J AS PER TABLE 906.3(1 ) EIRE Ex. (2)2x4 Tap Plate AS NOTED EXTINGUISHERS FOR C—ASS A II LIII Exterior sheathing _74" _64" FIRE HAZARDS BASED O N ® Blue Skin House Wrap or Equal �� 1 I ® Cedar siding 7� ENTRY LIGHT, (LOW), HAZARD Ex. 2x4 Stud's 16"ac. KITCHEN I VES TIBULE _NOTES: I I I I I II I I I I � — - OCCUPANCY (See RES Check) THESE PLANS ARE AN INSTRUMENT OF THE SERVICE APiD ARE THE PROPERTY OF THL L L 1L ® R-15 Insulation Max. that will4" CDX Sub Floor DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEh1ENTS WILL BE R-15 Insulation fit in wall cavity PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL LtFIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESnONSIBLE FOR FIELD FIT. THE II IJ 1 II Ll I 2x4 R! 43' CDX Sub Floor DESIGN PROFFESSIDNAL ASSUMES NO LIABILITY FOR 00,1ISIONS DUE TO UNKNOW,1 OR S FIRE SPRINKLER SYSTEM TYPE R13 TO BE (I I' II _L II LI III UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT I ull I I II II JllUlll I LI °_ �� - ��° °--° �_ °- °°° °° °°°°°°° °�° i' FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLAIDS. INSTALLED THROUGHOUT THE BUILDING L1llj AS PER THE 2020 BUILDING CODE OF4" PC. Slab 3068 1 244DH3040 NEW YORK STATE, 2x4 ACQ Sleepers SEAL: DATE: Spray Foam Closed Cell Ins. R-21 DECEP BER,14 2022_ PLANS TO BE SUBMITTED TO SOUTHOLD - PROJECT NO: TOWN FIRE MARSHAL PRIOR TO - � �� Ex. 8" CMU. Foundation 1135-2022 INSTALLATION - 1 P�EO� CES l'ow, DRAWN 6Y: Ex. 16"x8" Conc. Ftg. D�N J. O�Q 'L Min, 3'-0" Below `n.�,- f BDK ALL STAIRS TO HAVE A MAX. RISER HEIGHT OF 7' AND A MINIMUM Final Grade, EAD DE * ! r TR PTH OF 11". ALL HANDRAILS TO BE INSTPLLED AS PER THE x+ * �I-1 QED BY: 2020 BUILDING CODE OF NEW YORK STATE 4j SHEET NUMBER: © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. CrRk0SS S C ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ROLL-IN SHOWER TO COMPLY WITH HE UNDER FEDERAL COPYRIGHT LAW. ACCESSIBILITY CONSTRUCTION / DETAILS SCALE: 1/4"= 1'-0" PLANS MAY NOT BE REPRODUCED WITHOUT ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION SOUTH E 20 WRITTEN AUTHORIZATION. To CONFORM To 2009 A117.1 DOB NUMBER: OF ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SCALE: 1/4"=1'-0" KEHL DESIGN ASSOCIATES, LLC. " THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHLDESIGN•ASSOMTP,S,uc PROOF OF PURCHASE. Lq �a / � C� GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION cui� RACTOR N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 BUILDING CODE OF Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. .%f _i'�L�"" i1 GENERAL NOTES: 2• FIRE SAFETY: TTSu 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. �r1L DESIGN ASSOCIATES LLC 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 BUILDING A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailingschedule shall be in accordance with the specified code. residential commercial design a consulting p B. LOCKED AREA. e 2. PRACTICES. 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. 631 433 D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO,Boz 1675 hone: 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 I 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: ssbr1650optonline.net 3 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. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC o formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4. a. All plywood shall be in accordance with the American Plywood Association (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 CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1 ,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• - PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fib 825 PSI C. HEAVY DROP CLOTHS. REV. 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 02-27-23 8 a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 03-05-23 Fv = 285 PSI 03-13-23 g F = 2600 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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 PLgN 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 POUTING 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 NOIES: 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 YORKnOR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. C O M M E R C I A CONSTRUCTION DETAILS- 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 O F IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE. GROUND WIND SEISMIC SUB,ECT TO DAMAGE FROM WINTER ICE SHIELD CLIMATE ZONE SNOW DESIGN FR03T LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURENEW YORK STATE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY RESIDENTIAL COMMERCIAL j 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 4A 4A 2018 International Energy Conservation Code (IECC� TABLE 1607.1 - MINIMUM UNIFORMLY DISTRIBUTED LIVE E LOADS Lo, AND MINIMUM COMMERCIAL CONSTRUCTION D ETA I SECTION C503 ALTERATIONS S DESIGN CRITERIA PRESCRIPTIVE DESIGN OCCUPANCY OR USE CONCENTRATED LIVE LOADS 5 O o PS • �►a� ALL CONSTRUCTION TO CONFORM TO ASCE STANDARD 709F LIVE CONCENTRATED _ _ � LOADS (psf) (Pounds) (SEI/ASCE 7-22) C503.1 General O 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 L DETAILS C503 and the code of the new construction. Alterations shall be such that the existing 057o9y USE OCCUPANCY 10. Dwellings (see Residential) A F� building or structure is not less conforming to the provisions of this code than the ROFEss1oNP�' RESORT RESIDENTIAL B 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 t0 new construction without requiring the unaltered portions Of TYPE GROUP UNINHABITABLE ATTICS WITHOUT STORAGE10 the existing building or building system to comply with this code. Alterations shall not I PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY CONSERVATION CONSTRUCTION create an unsafe or hazardous condition or overload existing building systems. Acceptance of these drawings does not authorize the right to V B UNINHABITABLE ATTICS WITH LIMITED STORAGE I,J,K 20 CODE OF NEW YORK STATE (2020 ECCCNYS), BASED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY build withoutthe authorization of local governing agencies, such CONSERVATION CODE AND ASHRAE 90.1-2016 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 AREASk 30 Departments, DEC, FEMA, etc. Verify all conditions, codes, and PROJECTS TO COMPLY WITH CHAPTER 4 COMMERCIAL ENERGY EFFICIENCY,AS PER THE construction, provided that the energy use of the building is not increased: requirements with such agencies prior to construction. HEIGHT FIRE AREA CANOPIES, INCLUDING MARQUEES PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK (NY)TABLE C402.1.3 a,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 ALL'ABOVE WALLS BELOW SLAB-ON-GRADE THE VERTICAL DISTANCE FROM GRADE CLIMATE ROOFS RADE RADE FLOORS Fl OORq DOORS QU FE TICAL NESTRATE PLANE TO THE AVERAGE HEIGHT OF m ZONE ATTICS AND WOOD FRAMED WALLS BELOW JOIST/ OPAQUE FNED OPERABLE ENTRANCE assemblies reducing Solar heat gain' provided that the Cade does not UNLIMITED AREA PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 UNHEATED SLABS THE HIGHEST ROOF SURFACE OTHER AND OTHER GRADE c FRAMING DOORS FENESTRATION FENESTRATION DOOR 3 STORY require the glazing or fenestration to be replaced, S I UVER SAND ' 2 20 BU DI PER CHAPTER 5 OF THE AS PER TABLE 506.2 4EXCEPT MARINE R13 LI-FACTOR U-FACTOR U-FACTOR 3. Existingceiling, wall or floor cavities exposed during construction, provided 2020 BUILDING CODE OF NEW YORK MARINE R-10 FOR 24" 9� p 9 P ..ter STATE. GROUP R R 38 OR R-20 R 7.5 R 30 BELOW R 4.75 0.38 0.45 0.77 that these cavities are filled With Insulation. 0 F L 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 PF<0.2 PF<0.2 PF<0.2 5. Roof recovered. THE JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE NY TABLE C402.4 TOTAL HEIGHT FROM RIDGE TO GRADE 17'-5'� ( ) 0.36 0.36 0.36 ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED 6. Air barriers Shall not b0 required and roof replacement BUILDING ENVELOPE FENESTRATION MAXIMUM RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE SHGC SHGC SHGC where the alterations Or renovations t0 the building d0 not Include 155 SILVERMERE ROAD TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE U-FACTOR AND SHGC REQUIREMENTS 0.2<PF<0.50.2<PF<0.50.2<PF<0.5 LOAD REQUIREMENTS. CLIMATE zoTI a 0.43 0.43 0.43 alterations, renovations or repairs to the remainder of the building envelope. IGREENPORT, NY 11944 LUMBER SPECIES AND GRADE j. UNHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN VERTICAL FENESTRATE SHGC SHGC SHGC THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE U-FACTOR PF>0.5 PF>0.5 PF>0.5 BUILDING # 34 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF FIXED 038 0.58 0.58 0.58 SCTM # 1000-47-02-09 THE TRUSSES. FENESTRATION ALL EXT. DECK FRAMING MATERIAL CCA INC PINE #2 AND BETTER OPER BRATION LE 0.45 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM FENEALL COMBINATION SMOKE DETECTORS DRAWING TITLE: CHORDS WHERE BOTH OF THE FOLLOWING CONDITIONS ARE MET: EN RNCE 077POOAND CARBON MONOXIDE DETECTORS I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING LESS THAN 20 INCHES IN WIDTH BY SHGC ARE TO BE CONNECTED WITH A CENTRAL 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SHGC GENERAL NOTES THAN 30 INCHES. PF<0.2 0.36 MONITORING STATION AND TO BE AREAS OF STRUCTURE ii. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TWO UNITS SHGC MONITORED CONSTANTLY AS PER THE VERTICAL IN 12 UNITS HORIZONTAL. 0.2<PF<0.5 0.43 NEW CRAWL SPACE NA THE REMAINING PORTION OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR A - 2020 BUILDING CODE OF NEW YORK STATE UNIFORMLY CONCURRENT LIVE LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. NEW FINISHED BASEMENT NA SHGC NOTES: EX. BASEMENT NA k. ATTIC SPACES SERVED BY STAIRWAYS OTHER THAN THE PULL-DOWN TYPE SHALL BE DESIGNED PFz0.5 0.43 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 THE EX. FIRST FLOOR 927 SF PF = PROJECTION FACTOR DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA ; ---------------- PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE UTILITY SHED NA m. LIVE LOAD REDUCTION IS NOT PERMITTED. DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR TABLE 1004.5 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW BALCONY N FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. LOFT NA MAXIMUM FLOOR AREA ALLOWANCES PER ATTIC (HOUSE)(c) NA OCCUPANT SEAL: DATE: ATTIC (HOUSE)(b) NA SEPTEMBER, 09 2022 NEW GARAGE ADDITION NA FUNCTION OF SPACE OCCUPANT LOAD FACTOR PROJECT No: ATTIC (GARAGE)(a) NA 1135-2022 EX. UTILITY ROOM NA BUSINESS AREAS 150 GROSS DRAWN BY: EX SCREENED PORCHES NA BDK EX. OUTDOOR SHOWER NA NECKED BY: EXISTING DECK 55 SF SECTION 1015.3 NEW DECK NA COVERED NEW DECK NA SHEET NUMBER: EX. COVERED FRONT PORCH NA �, j� REQUIRED GUARDS SHALL BE NOT LESS THAN 42" © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. COVERED ENTRANCE NAHIGH, MEASURED VERTICALLY AS FOLLOWS:c ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED y �� 1 POOL HOUSE CABANA NA 3 1 . FROM THE ADJACENT WALKING SURFACES. UNDER FEDERAL COPYRIGHT LAW. G1 ACCESSORY STRUCTURE NA S�1 223 PLANS MAY NOT BE REPRODUCED WITHOUT g 2. ON STAIRWAYS AND STEPPED AISLES, FROM WRITTEN AUTHORIZATION. (a) WITHOUT STORAGE F THE LINE CONNECTING THE LEADING EDGES ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DOB NUMBER: of (b) WITH STORAGE OF OF THE TREAD NOSINGS. KEHL DESIGN ASSOCIATES, LLC. 3, ON RAMPS AND RAMPED AISLES FROM _FH E THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL DESIGN-ASSOCIATES, LLC RAMP SURFACE AT THE GUARD. PROOF OF PURCHASE. d SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF ALLOWABLE LOADS �2 LOAD FASTENERS Two 8d NAILS THIS • O MTS 2 0 T S 2 0 ° I _ UGUG—FIR LARCH SQ PIN UPLIFTSIDE OF TRUSS. PROVIDE 1 HGAIOKT ON „ i WITH TOTAL FOUR o f — — _— -- Py'r;, . LATERAL AND ON SIDE OF RAFTER _ MODEL GA UPLIFT UPLIFT CODE /• SIDE OF CEILING JOIST NO. TO AVG 8d NAILS // (133/160) 8dx1�., REF. RAFTERS/ TO TO ULT. F Fq (133& STU ,_ oT�- =.II�•' ,amm, PI �_ { NAILS INTO TRUSS. TRUSS PLATES STUDS (133) (t EO) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _ SIMPSON TAKE—UP WASHER KEHL DESIGN ASSOCIATES LLC H7 15 4-8d 2-ad 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND -- PROPER INSTALLATION PROCEDURES residential 8 commercial design o consulting i H6 16 8-8d 8-8d 3983 915 95D 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° TWOARTJ"x12 e (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER — NAILS °o / • e P0.Boz 1675 phone: 16311433 9084 MODEL GA AVG 2 RODE INTO ° ° �' Southold,New York 11911 E-Mail: ssbn654soptonUne.net NO. MAX. CLEAR ULT. LFTA LFTA PLATES °O o° `° ° WIDTHSPAN L QTY DIA 1 2° 2J" 3" 31" 11" 2" 21" 3" 3�" 6. ° EIGHT ° ° INTO8d NAILS ° S P 4 Kehl Desiq_n Associates,LLC o formerly D A K Associates,LLC LFTA 16 24" 17" 388"16-10d — 4200 1205 1400 5, 44, 85 STUD ° -OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR R LARCH / SO. PINE These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS3 f,IODEL L AVG 10d 10d x 11" CODE NO. ULT. REF. LFTA °° ideas, design and arrangements represented 10d 10d x 1}" (133 / 160) (133) (160) L S T A 2 1 ° therein, are the property of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be }" o ° Simpson Strong-Tie copied, disclosed to others or used in connection IATS16 16 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 ° ° HGA10 with any work or project other than for which MTS20 o o ° 2p 14—lOd 4—tOd x 1 3116 1000 840 1000 3, 41, 128 °o ° DETAIL "K„ they have been prepared without written consent. ART�'x12 0 ° o LST20 R EV. 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 COUPLER NUT DETAIL "E" °° sTu 8 — D000-FIR-LARCH Equal number of ° �SIMPSON 02-27-23 SO. PINE CODE ° 03-05-23 TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nails In o TAKE—UP WASHER MODEL ION — OF LOAD FLOOR ROOF (133/ N0 TION (100) (125) 160 I°: each end Simpson Strong—Tie 03-13-23 G 515 645 670 CS16 ARTS"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" 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. BASE BODY e ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B So CL DIA'•e DESIGN LOAD DESIGN �° GA GA QTY DIA 1 1 IF2" 2}" 3" 31" 5�" LOAD WHEN RAISED OPLATEFF ° o 0 0 HD2A 15 12 4J" 2'!" 28" 8" 2 �" 1,�" 8 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 F243, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD PLATE ULT. DF / SP CODE g (133)2 (160) REF. SP4 3 " 7J" 6-10d x 12" 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO GA W L NAILS (100 LOOk (133) (160) REF. °o J. ?WORK NOTES: LSTA21 20 1 21 — d 905 1 1205 1 1295 7, 40, 90 010 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO GA MSTA24 8 11v' 24 18—NOdL AILS (10110oR 11370 33) (16040 7, 40F 90 Simpson Strong—Tie STU 8 - OF N W y SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE LUS46 TAKE—UP WASHER n 5 �•M N0. (LENGTH END GA CUT LENGTH (TOTAL) , 2 SPACING REF. H D 2 A JA TAKE— o 9� L (100) (133 / 160) oc. 1t OF ROLL) IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 70 CS16 150' 14" 1 16 1 CLEAR SPAN +31" 28-8d 1235 1 1650 21 " 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 ( 0 NOTED, FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS DN. -F N ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION RL 2 MOODEL GA HEADERS AVG UPLIFT FLOOR (100) SNOW (115) ROOF 125 CODE DETAIL "Ft' b, Np 057p� w H B 1od lsd JOISTS ULT. REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES (133) (t6o) Lod 16d 10d 16d 1od t6d ALL LIABILITIES ON THE CONTRACTOR. CN W- ,L LUS46 18 3�" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL "I" ROFESSIONP� 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 LARCH/SO PINE ALLOWABLELOADSSTU 8 FASTENERS UPLIFT UPLIFT LATERAL CODE SIMPSON MODEL AVG (133/160) REF. NO. GA ULT. TAKE—UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (16 o) F F2 HGA10KT 14 4—SDSJ"x1J" 4—SDSJ"x3" 1523 435 435 1165 940 160 Acceptance of these drawings does not authorize the right to build withoutthe authorization of local governing agencies, such as Suffolk County Dept.of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and USE A M'NIMUM of S P 4 requirements with such agencies prior to construction. TWO 8d NAILS THIS 9 9 SIDE OF TRUSS. CNW— TOTAL FOUR /• • 4 • SE A MINIMUM OF /COUPLER NUT S P 4 "PROJECT: LSTA21 SIMPSON " 8d NAILS TWO 8d NAILS THIS MTS16 o '— SON $ ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS. M TS16 °°° ° SSTUTU J'_ TOTAL FOUR /. • m • °°°o TAKE—UP WASHER Sd NAILS HD2A Strong—TieI[ INTO TRUSS. LSTA21 HUS210-2Of '^ P D R I TWO F1 8 AILS °o TO PLATES TWO 1155 SILVERMERE ROAD EIGHT ° 8d NAILS 8d NAILS o `, INTO PLA DETAIL "A" GREENPORT NY 11944 STUD Simpson Strong—Tie PLATES °m° H7 EIGHT 8d NAILSINTO ® DETAIL "D" DETAIL "G" DETAIL "J" STUD Simpson Strong—Tie BUILDING # 34 H7 Simpson Strong—Tie SCTM # 1000-47-02-09 „ „ LFTA ROD SYSTEM DETAIL L LFTA ° LFTA °° 'DRAWING TITLE: o. Ridge Strapping DRAINAGE & ROOF RUN-OFF NOTE AND CALCULATIONS BP LSTA30 -__ - - SIMPSON WINDLOAD o RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 °°oo 1'-0" DEEP POOL x 4' DIA ==12,58 cu.ft. per vertical ft, CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS NOTE: 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE / ROOF DRAINAGE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS ROOF AREA = 1068 sq/ft 2" THROUGH ROOF 3•' THROUGH ROOF CALCULATIONS AND 2nd FLOOR I LTP4 ROOF I V = A x R x c PLUMBING RISER DIAGRAM A = 1068 sq/ft LTP4 2" 3' R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1.0 NOTES: DETAIL "c" MASTER BATHROOM V = 1068 x 1 X .166667 = 178 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EXISTING DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—Tie2 KITCHEN 3 2 3'• 2'• 2•' PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL 178 / 42.25 VERTICAL FT. / FT = 4,2 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 D T T X11 L "I3" Floor—to—Floor Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM13ONS DUE TO UNKNOWN OR LTP4 1ST '77 1st FLOOR USE (2) 8 DIA, POOL 2'-6" DEEP = 5.0 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-Tie FLOOR 222�• OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. " ' Floor-to-Floor Connections 3' 3" 178 / 68,4 VERTICAL FT. / FT = 2.6 V.F. SEAL: DATE: 3" 2" USE (1) 10' DIA. POOL 3-0 DEEP = 3.0 V.F. SEPTEMBER, 09 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN PROJECT NO: ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER COMMERCIAL CONSTRUCTION D ETA S 3„ POOLS TO BE PLACED ON OPPOSITE SIDE OF 1135-2022 THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL CONSTRUCTION TO CONFORM TO 2020 BUILDING CODE OF CRAWL SPACE DRAWN BY: ABo�E" GRADE 6" HOUSE AND/OR LEADERS TO BE PIPED TO BDK NEW YORK STATE POOLS (1/2 OF THE ROOF TO DRAIN TO EACH 2 2 c.o, 4.. c.o 4 CHECKED BY: COMMERCIAL CONSTRUCTOR / D ETA �S SEWERWSYSTEMOVEo POOL MAINTAIN MIN, OF 20 FEET FROM SEPTIC NO SUBSTITUTIONS SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). SHEET NUMBER: All framing hardware shown on these plans, 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 G2 Due to the relationships of framing hardware to (SEI/ASCE 7-22) WHERE TRAFFIC IS TO BE PRESENT. the other components of the structure, any framing PLUMBING RISER DIAGRAM (NTS) DOB NUMBER: OF ha-dware substitutions will render these plans ACCESSIBILITY CONSTRUCTION D ETA LS_ IF A MULTIPLE POOL SYSTEM IS USED AROUND THE null and void, and will result in the installer/contractorHOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL assuming responsibility for the design and ALL SPACES, AREAS, DETAILS, DIMENSIONS AND CONSTRUCTION BE DIVERTED TO EACH POOL. KEHL°DESIGN•ASSOC[ATES, LLC performance of the entire system. TO CONFORM TO 2009 Al 17. 1 ;f,.. .,-✓/l,� ' ,�; "fico / '0 in fl -1 i uLT_f � g , KEHL DESIGN ASSOCIATES LLC residential & commercial design o consulting P0.Boz 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC 33'-04 33'-04" OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the A ideas, design and arrangements represented 011 therein, are the property of KEHL DESIGN PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH ASSOCIATES, LLC. No part thereof shall be THE 2020 BUILDING CODE OF NEW YORK STATE copied, disclosed to others or used in connection 45$"x 26" 454"x 26" 44"x 484" with any work or project other than for which Awnin Aw n Ag Awninnin 3842g DBL Hung = they have been prepared without written consent. � - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — � ALL HEADERS ARE TO BE (2)13/"X 7"' LVL I� 10'-1311-4CL. Q 10'-14" (UNLESS OTHERWISE NOTED) I - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - — — — — -� REV, M I I I NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 I I I I 02-27-23 114' o I I 03-05-23 'N B E D R 0 0 PS 00 c BUILDING CODE OF NEW YORK STATE Ex. Min. 2" PC. Slab 'IV Ex. Min. 2" PC. Slab I I 03-13-23 3 '3 ��" KITCHEN Cox= I I I I Q�Q NCL. BEDROOM DINING ��0 NOTES, 4 r0 AREA Q Provide Insulation Baffles as required at Soffit 8" Ex. S" CMU. Pier Ex. 8" CMU. Pier 4' -4' jco Locations to Provide for proper attic ventilation 10'-64" 10'-64" 10'-64" 8" n o -11" 0 0 -OO ® Provide R-49 Insulation in all Flat Ceilings as per F- 00 2018 IECC International Energy Conservation Code I Existing (2)2x10 Girder I I Existing (2)2x10 Girder I I Existing (2)2x10 Girder Lwith (1) 1 4"x 9#" LVL Sistered with (1) 14'x 91" LVL Sistered I with (1) 14"x 9 LVL Sistered 2 681 2668 1 ® Ice and Water Shield to be used Beneath any damaged roof I -_ J L_-J l shingles or areas of repair on the roof g I o o ` 14'-9" (D Provide Simpson Tydown or Hurricane Strapping to the rafters 1 I ° T° I g �� at all locations of the Interior that are Exposed during the 2 I I 01 o co � removal of mold or deteriorated interior surfaces. n o Ex. 2'-0"z2'-0"x1'-0" :� o Ex. 2'-0"x2'-0"z1'-0" o 1 I I I I I Concrete Footing co Concrete Footing I L!1 N N m Provide 1x6 Azek or Equal to all locations of the fascias that N I I 8 g g are repaired due to Mold or Deterioration. ICo I ^� ® I Skin Wr I I Ex. 8" CMU. Pier N I I cV Ex. 8" CMU. Pier Co Blue S n House op or Equal to be Used Under Siding for All x Locations Repaired I 1 Lu I WORK NOTES: 8 -8 ® Remove and Replace an Insulation that shows si ns of mold I ( Existing (2)2x10 Girder I I Existing.(2)2x10 Girder LIVING p y g I with (1) 14"x 9>" LVL Sistered I t with (1) lq'( 9 LVL Sistered) withE(it)til4"x 9 x10 L Girder or deterioration with R-15 Insulation LO ROOM LO I I /Ex -- -- I I �, ®LO Remove and Replace any Siding that shows signs of deterioration I 4" AD cox with New Cedar Wooden Shingles ,� g" 4" 4" in AT 1 o B A T�I 0 ® Remove and Replace any Sheetrock that shows signs of mold T" . 2'-0"x2'-o"x1'-0" : ILX. 2'-0"x2'-0"xl'-0" 8„ 5„ Concrete Footing ob Concrete Footing or deterioration with New $ Type "X" Fire-rated Sheetrock I I Ex, Min. 2" PC. Slab Ex. Min. 2" PC. Slab ED] of E o 8'-8" 23'-2 = 1 fi-3'-114"—f�1a„ I I 6Vr 4 ALL COMBINATION SMOKE DETECTORS I L _ _ _ - - - - - _ _ _ _ _ � SJ, ,q� AND CARBON MONOXIDE DETECTORS Aw41v AW41v 444"x 24}" aa4"x zap" ARE TO BE CONNECTED WITH A CENTRAL L — — — — — — — — — — — — — J 9 Awning AW41v O I 24" Conc. Filled Sona (2 Gir r 45'x 244' 3„ 1 , Awning Awning 'x A J � Awning 7 -8a 2'-64 IYt� MONITORING STATION AND TO BE 0 1 I Aw41v 4 Awning 29 ' 444'x 241" Aw41v MONITORED CONSTANTLY AS PER THE I I A 2 4`" 10'-3" Awnin d RAMP I Tube Cut in Half I o xT 2020 BUILDING CODE OF NEW YORK STATE Min. 3'-0" Below .IN VQ 0 og5 C7` N 3 0 4„I Final Grade I 11„ 3, 1 14„ �„ co pR �� m I °FeSStoNP 'o o M — — — — — — I I 4x4 ACO Post attached to ENTRY �Ko 424 ACO Post attached tc I 2 2 8 Ac 10" Conc. Column with Simpson I 10" Conc. Column with Simpson I Gi er 4z4 Post Anchor and e" Anchor ' VESTIBULE �' ALL INTERIOR FINISHES ARE TO 5" p 4" Bolt on 22° cone. Fined Big F g I 4x4 Post Anchor and a Anchor g oot, N� 3 DECK COMPLY WITH THE x q x= �� I I W Balt on 22" Conc, Filled Big Foot, 8" M Co Co 2 0 2 0 BUILDING C O D E O F I I Acceptance of these drawings does not authorize the right to M NEW YORK STAT 1 I E z4° Conc. Filled sono I I build without the authorization of local governing agencies, such I I —, _ Zt�g I g 99 I �I� Tube Min, 3'-0" Below as Suffolk County Dept. of Health Services, Town Building 84 2 -104" I Final Grade 1 Departments, DEC, FEMA, etc. Verify all conditions, codes, and _ _ _ _ 14" 14 requirements with such agencies prior to construction. MIS I ' — — — — — — — — 3042 3042 FIRE EXTINGUISHER _ _ _ _ _ _ x8 A Gir r m 6 1 fw% 36"x 49" 36"x 49" i L Mia DBL Hung DBL Hung CLASS ABC, 5LB, 2A: 10B: C PROJECT: AS PER TABLE 906.3(1 ) FIRE yl D 4x4 ACO Post attached to +� o ; �� " �,� +8" co EXTINGUISHERS FOR CLASS A 10" Conc. Column with Simpson I Q Q a w, \ *+ `\ m fi�1\ya FIRE HAZARDS BASED O N 4x4 Post Anchor and e" Anchor N m 4x4 ACO Past attached to 3" t Bolt on 22' Conc. Filled Bi Foot. 5'-10" 2'-1- 5'-5 5'-6 �'-6' 7'-6 g 10" Conc Column with Simpson 4 LIGHT (LOW) HAZARD ( N N 5„ p L L e 2 2x8 ACQ Gird v 424 Post Anchor and Anchor 7 -114„ 11' 14'-0 OCCUPANCY = = = = 8 �x� 71 Bolt on 22" Conc. Filled Big Foot. 14 J �� 4 -82„ 7 -0 „ -8'„ 5----- 1155 SILVERMERE ROAD 44 ACO Post attached to 10" Conc. Column with Simpson G R E E N P O RT, NY 11944 44 Post Anchor and $' Anchor Bolt on 22" Conc. Filled Big Foot. BUILDING # 34 EXISTING FLOOR PLAN UNIT 34 SCTM # 1000-47-02-09 SCALE: 1/4"= 1'-0" DRAWING TITLE: AS NOTED 7'-114" 1 1' 14'-01" NOTES: 33'-04" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FOUNDATION P UNIT 34 FIELD CONDITIONS AND DIMENSIONS AND BE SOtEY RESPONSIBLE FOR FIELD FIT THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SCALE: 1/4"= 1'-0" SEAL: DATE: DECEMBER,14 2021 PROJECT NO: 1112-2021 DRAWN BY: BDK CHECKED BY: SECTION 1015.3 RB © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. SHEET NUMBER: REQUIRED GUARDS SHALL BE NOT LESS THAN 42" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. A10 HIGH, MEASURED VERTICALLY AS FOLLOWS: PLANS MAY NOT BE REPRODUCED WITHOUT 1 , FROM THE ADJACENT WALKING SURFACES. WRITTEN AUTHORIZATION. 2, ON STAIRWAYS AND STEPPED AISLES, FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. DOB NUMBER: OF THE LINE CONNECTING THE LEADING EDGES THE RIGHT 10 BUILD ONLY ONE STRUCTURE FROM THESE OF THE TREAD NOSINGS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 3. ON RAMPS AND RAMPED AISLES, FROM THE PROOF OF PURCHASE. © KEHL-DESIGN-ASSOCIATES, ILC RAMP SURFACE AT THE GUARD. is i 's%> !/0'/,, r U11_L._f hl KEHL DESIGN ASSOCIATES LLC 33'—D4" W residential & commercial design e consulting -34„ 10'–28„ 10'–28., –34„ 33'-04 P0.Box 1675 phone: X6311 433-9084 10'-2$" 10'-2$" -.31 Southold,New York 11971 E-Mail: ssbn654@optonline.net I I 201 t I I I I I I 1 Kehl Design Associates,LLC o formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: A 201 I I These drawings and specifications including the o ideas, design and arrangements represented CD ' therein, are the property of KEHL DESIGN = PROVIDE HURRICANE STRAPPING IPJ ACCORDANCE WITH ASSOCIATES, LLC. No part thereof shall be o copied, disclosed to others or used in connection � THE 2020 BUILDING CODE OF NEW YORK STATE ' with any work or project other than for which 244DH 040-2 _ N I n I D fll n I D I –� 244DH 3040-2 they have been prepared without written consent. FWG6068L Tempered Sashes –IN --- 244DH3040-2 FWG6068 244DH3040-2 ------------- (2)14•'x9�" LVL Hdr. (2)14"x9}" LVL Her. (2)14"x94" LVL Hdr. ALL HEADERS ARE TO BE (2)1 4 X 74 LVL 31„ 32'-54 3 " (UNLESS OTHERWISE NOTED) REV. 02-27-23 N "o �Do NOTE: PROVIDE FIRE BREAKS AS PER THE 2020 N 03-05-23 o �, I, BUILDING CODE OF NEW YORK STATE o 03-13-23 o J 12 –31 7'-10q° 12'–34co \6 -- _ r4'-21„_Y NOTES: c Af�P 3068 N QProvide Insulation Baffles as required at Soffit 'IN -per Locations to Provide for proper attic ventilation co I Q o ® Provide R-49 Insulation in all Flat Ceilings as per 1 Q Q N W NI WC �� 2018 IECC International Energy Conservation Code W — ' m co (( C0 dC0 u I 0 Ice and Water Shield to be used Beneath any damaged roof M I o y �� LIP � Q B shingles or areas of repair on the roof :' B Q 1 1 _ 1 0 0 EVENTS N I N LU s'-5 32” 201 i' Provide Simpson Tydown or Hurricane Strapping to the rafters 1 I- I 3z 5'-2a 20`1 �N I Q N at all locations of the Interior that are Exposed during the Q N C N FE R E N C E AND I removal of mold or deteriorated interior surfaces. �. Ridge Beam "A" RENTA N J Z.0 v m Provide 1x6 Azek or Equal to all locations of the fascias that J Ri ge nt U ABL = } DESK z ° 3 Co x � U> 0 ore repaired due to Mold or Deterioration. W Q :� M N > o o N 0 Blue Skin House Wrap or Equal to be Used Under Siding for All ('"> > 5'-54" Co BO W SHOWER- Locations Repaired o� UTILITY WORK NOTES: (C W Z 0 0 Remove and Replace any Insulation that shows signs of mold e Q W �o CLOSET CD) z DE oR 0 J Q or deterioration with R-15 Insulation Z ON I N –5LO 4 1 0 Remove and Replace any Siding that shows signs of deterioration-Ln N N _ with New Cedar Wooden Shingles o ti. -- All Walls and Ceilings —IN I � N cab ® Remove and Replace any S 5eetrock that shows signs of mold —__— _ O 0� q o to be Covered with I or deterioration with New g Type "X" Fire-rated Sheetrock N N 8' Type X" Sheetrock "� _ 2'-7" –2 5'-54„ o o� 1 v d I 32'–54 �� EIRE 1„ Lin f a' 1i" c ling H ht ` I PSE 0 IV£h, EXT Cob' 3� I ALL COMBINATION SMOKE DETECTORS 10 (2)14"x9j" LVL Hdr. �lj (2)14"x9}" 1. Hdr. (2)14"x9�" LVL Hdr. (2)14"x9�" LVL Hdr. c 3068 0. 3068 TO _ AND CARBON MONOXIDE DETECTOR :IN 244DH3040 32,. ,, 3 " 4'-64" '" - 4 DH o40 I ARE TO BE CONNECTED WITH A CENTRAL 244PH3040 U `� -5'-7ro' Au MONITORING STATION AND TO BE cc 'r01 ,;.° MONITORED CONSTANTLY AS PER THE ;C.a w Q) 00 U ��' Co 2020 BUILDING CODE OF NEW YORK STATE This Rauf System > -- --------------------- I to be Built – Q O q05 k� Q u N Over the Top of __ ____ > ENTRY _ �° KITCHEN VESTIBULE S AI the Mein Roof M VESTIBULEAR ENTRY ; OFfSS1019 o KITCHEN A SIN �N ALL INTERIOR FINISHES ARE TO ----- 201 —, p 2x6 CeilingJoists 16'0' N 8' 16° AFF. 3 -5 31„ COMPLY WITH THE UTILITY_ 2 2020 BUILDING CODE OF CO Acceptance of these drawings does not authorize the right to (2)2x6 C ding Flush Beam �� e L �U1 ` '-1g" /,FF. RM. i ��. NEW YORK STATE I 01 Q� �� B build without the authorization of local governing agencies, such �J I U as Suffolk County Dept. of Health Services, Town Building x ;„rg 1 i7 Departments, DEC, FEMA, etc. Verify all conditions, codes, and °ISS LT requirements with such agencies prior to construction. E.P. 8—18 AFF. ' -- --- - ----------- — EIRE EXTINGUISHER -- -- ---------- -------------r PROJECT: CLASS ABC, SLB, 2A: 10B: C ' AS PER TABLE 906.3(1 ) FIRE 4 LANDING CONC. RAMP LANDING �, EXTINGUISHERS FOR CLASS A 5'-14” I ; I FIRE HAZARDS BASED ON, 4 S I L V E UZ5 LIGHT, (LOW), HAZARD 1 7'-11 —14'-01 I OCCUPANCY Mu I –57„ —43„ 5' S1-21„ 31„ O 32 32 4 3� 32 F FRAMING PLAN UNIT 3 - 1155 SILVERMERE ROAD � 00Q 24'-62" RGREENPORT, NY 11944 � SCALE: 1/4"= 1'-0" 1 W I SCTM # 1 01 � NG 00-47-02-09 Z 5' O .DRAWING TH LE: C� 4'-15" –101 7'-104„ –24" a- AS NOTED 7'-1 14" 1 1 ' -14' 01" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE FLOOR PLAN UNIT 3 4 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL ' FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT SCALE: 1/4"= 1'-0" FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DECEMBER,14 2022 PROJECT NO: 1135-2022 DRAWN BY: BDK CHECKED BY: SECTION 1015.3 © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. 5HEE1 NUMBER: REQUIRED GUARDS SHALL BE N 0 T LESS THAN 42" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. HIGH, Al/\ 02 H, MEASURED VERTICALLY AS FOLLOWS: PLANS MAY NOT BE REPRODUCED WITHOUT A 1 . FROM THE ADJACENT WALKING SURFACES. WRITTEN AUTHORIZATION. 2. ON STAIRWAYS AND STEPPED AISLES, FROM ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE LINE CONNECTING THE LEADING EDGES KEHL DESIGN ASSOCIATES, LLC. DOB NUMBER: oL OF THE TREAD N 0 S I N G S. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN 3. ON RAMPS AND RAMPED AISLES, FROM THE PROOF OF PURCHASE, 0 KEHL DESIGN-ASSOCIATES, LLC RAMP SURFACE AT THE GUARD. 77 T 2x8 Ridge Beam !L l Ex.Ridge Venti �. �^ 2x8 Ride Beam Ridge Beam "A" Ex. , CDX Roof Sheathing 9 j/ �� _ lig E - 4 CDX Gusset Plate 4 CDX Gusset Plate Ice and Water Shield © '� I _ / — - -- -ail-111 LL1L 11 L1-L_LC 4" CDX Gusset Plate SII ! L L1 Ex. GAF Architectural Roof Shingles ;1lil'll M I I li LL 1 II I I Total R45 Insulation C�otd� k k8 uLLILI IL1 3 Ex. 2x6 Rafters 16"oc. KEHL DESIGN ASSOCIATES LLC CDX Gusset Plate Li ll_L1 LJllL 1L111 LU 4 �.• , LL _I-iLLI � Total R45 Insulation d die �� a� �� " o daf 2x8 Sub Rafters 16"aC. � residential & commercial design e consulting ,1-1LI H L�LI l�L�-1� L 111-LH 11�� 1L L LLU_LL _TJ L LLJ Li, 1L1_I1 J1L L11_11�U,E-1 _,�L �1 L 11 1 L11 1L1U1LL LH HL�L�. 4" CDX Gusset Plate `O D it WL1ULiL'IL11111ITI I �' 1LILLLJ�LLL�l lllLJJJILLIj1t] Ll LI1� Totol R45 Insulation 6s N } o� S �' n PO.Box 1675 phone: (631 433-9084 -1_111! 1 �W J11.L 11.11-LI_IJ ll L t1 I� IUlll_ 2x8 Bottom Chord 2x8 Bottom Chord S. I]ALJ I O�Air Siimpson Insulation n Baffle V / Southold,New York 11971 E-Mail: ssbn654@optonline.net ®1x6 Azek Fascia Kehl Design Associates,LLC a former) D A K Associates LL LI Il L!tfi 11�U_ IL-L1I�� LL_LI1JLlllJ1LL LLLH- Ex, Vented Soffit g v c III; L �� (2)2x4 To Plate OWNERSHIP & USE OF DOCUMENTS: _LW1L11_ p CONFERENCE N F E R E N C E i 1 I C--tiLLUL 4' Exterior Sheathing TABLE dLLELLiL L' 1L1L ®Blue Skin House Wrap or Equal 1 -I '� 1111.-L 1 244DH3040 244DH3040 All Walls and Ceilings These drawings and specifications including the 244OH3040 244DH3040 ® Cedar Siding ideas, design and arrangements represented 1 11 i -I} : L]11LL 1 11 9 g 9 P to be Covered with 'L'L-LI�'-I Il_tL-1111 - I - �1 Ex. 2z4 Stud's 16"oc. therein, are the property of KEHL DESIGN EI 1liIj -1 ;1F_1J1L11Al-f- J11. LJL1 LILLLLIIILIFIL L1111J1 8" Type "X" Sheetrock ASSOCIATES, LLC. No part thereof shall be 1 L L l 1�L1.LL1L<<�L L'.�LLLLILILL! ll ® copied, disclosed to others or used in connection R-15 Insulation L1_L -11 JJLl h I JILIL"I-LILLIIL 1 ® R-15 Insulation with any work or project other than for which i' I ' lL:,-ILd- L-LlL 1-111LI-L_ H-111-1111 3" Finish Floor the have been prepared without written consent. Ll L!]i_1LJI_',L�1LL1Lt-Ll 11L_1 -11L�11_1UL L111LL1L 4 Y P P JJLL�1 111L� JJ-fJY-1'-!ULI]T! Ex. 2x4 Silt Ex. Sul Sheathing I - = REV. Ex.2x8 Box Beam Existing (2)2x10 Girder Existing (2)2x10 Girder 02-27-23 with (1) 1j"x 9 " LVL Sistered with (1) 1 "x 97° LVL Sistered R-30C Insulation mac" ELEVATION f I� R-30C Insulation R-30C Insulation 03-05-23 EAS Ex 8" CMU Foundation Ex 8" CMU Pier Ex 8" CMU Pier 03-13-23 � �J 2" PC. Slab 2" PC. Slab III I I II I Ex. 2" PC. Slab SCALE: 1/4"= V-0" 1 Ex. 16"x8" Conc. Ftg. Ex. Ex. 2'-0"z2'-0"xl'-0" Min. 3'-0" Below Concrete Fooling FinaGrade. 1LJ 1�-�1 l IIIIII I�L 1W1 III l ��I II I11I II II CROSS sA ll 1 " CJI SCALE: 1/4"= 1'-0" 201 LL I ' PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2020 BUILDING CODE OF NEW YORK STATE 1 1- L 244DH3040 -1LL -ll- 244DH3040 Tempered t1ld LILL _ Tempered ALL HEADERS ARE TO BE (2)13/"X 74' LVL - ��-lI - (UNLESS OTHERWISE NOTED) � I _ I LLL 1�"x13" Rafters with 12"x15"x 4" WORK NOTES: J II III CDX Gusset Plates @ 48 cc. NOTE: PROVIDE FIRE SPEAKS AS PER THE 2020 -`` - Ridge Beam "A" PU!LDIIIG CODE OF NEW YORK STATE 4" CDX Plywood Gussets 4" CDX Plywood Gussets Insulation NOTES Ex, 2x6 Rafters 16"cc. 2x8 Sub Rafters 1 6"oc. 4 D Provide Insulation Baffles as required at Soffit " CDX Plywood Gussets Locations to hrov de for proper attic ventilation 4" CDX Plywood Gussets (2) Pr-vide R-4'3 Insulation in all Flat Ceilings as per 4" CDX Plywood Gussets Ex. 2x6 Rafters 16"oc. 2018 IECC International Energy Conservation Code WEST 2x8 Sub Rafters 16"cc.Ice and Wafer Shield fo be used Beneath on damn ed roof ELEVATION 4" CDX Plywood Gussets �E of Nr�, Y 9 R-45 Insulation Y Y� shingles or area, of rePair on the roof g J. q2 4'Y (D Air Vent /Insulation Baffle 3" CDX Plywood Gussets P ? Cf) Provide Simpson Tydown or Hurricane Strapping to the raters SCALE: 1/4"= 1'-0" 4 Y of dl locofions of the Interior that ale Exposed during the ®Simpson Tydown removal of mold or deteriorated inferior surfaces. I C) Provide 1x6 Azek or E ucl to all locations of the fascias that m Azek Trim - g Vented Soffit a•e repaired due to Mold or Deterioration. Ex. (2)2x4 Top Plate F /Vo og5 Ex. 4" Exterior Sheathing New 3 PI Truss Beam L y OA 057 Blue Skin House Wrap Equal to be Used Under Siding for All 111 ® Blue Skin House Wrap or Equal ROFESSI0N4 Locations Repaired ® Cedar Siding CONFERENCE EVENTS AND. b Remove and Replace any Insulation that shows signs of mold -1 LI Ex.2x4 Stud's 16"oc. Ll RENTAL DESK CL. VANITY W.C. or deterioration with R-15 Insulation I I � I _I I TABLE R-30 Insulation All Walls and Ceilings AREA 0 Remove and Replace any Siding that shows signs of delericrotion ® R-15 Insulation 1^ 1• 4" Finish Floor to be Covered with 2'-7" 4'-8� 5'-24 Acceptance of these drawings does not authorize the right to with New Ceder Wooden Shingles ll 5>> R-30 Ins tion P 9 9 �1l �L 1lL Ex. 2x4 Sill Ex. 4„ Subfloor Sheathing 8 Type "X" Sheetrock build without the authorization of local governing agencies, such C> Remove and Replace any Sheetrock that shows signs of mold L I u ' ' ll R-30 Insulation s" -- as Suffolk County Dept. of Health Services, Town Building c, d<'tenorahon v;Ith !lew g Type X" Fire-roled Sheetrock 111 Ex.2x8 Floor Joists 16"oa Ex.2x8 Floor Joists 16"ac (M Ex. 2x8 Floor Joists 16"oc, Departments, DEC, FEMA, etc. Verify all conditions, codes, and 244DH3036 Ex. 2x8 Box Beam Ex. Existing (2)2x10 Girder Existing (2)2x10 Girder Existing (2)2x10 Girder r with (1) 1 "x 92 LVL Sistered with (1) 1 "x 92" LVL Sistered with (1) 1a"x 92' LVL Sistered requirements with such agencies prior to construction. 244DH3040 244DH3040 u_� 244DH3040 244DH3040 --- -__. -.. .._. .- _ -�.--- '- 1 l L1 EX. 8" CMU. Pier -�_--.-_ � -.-� _ --_ �._. Ex. 8" CMU Pier Ex. 8" CMU. Foundation PROJECT: A, L CCif✓IBINATION SMOKE DETECTORS 1 ! Ex.2' PC. Slab Ex.2" PC. Slob Ex. 2" PC. Slab AND CAFE-)'ON MONOXIDE DETECTORS L 11 �' Lll ARE TO BE CONNECTED WITH A CENTRAL 111 Ex. 16"x8" cone. Ftg. Ex. 2'-D"x2'-0"x1'-0" Ex 2'-0"x2'-0"zl'-o" MONITORING STATION AND TO BE L1 MinFiW Grade. Concrete Footing Concrete Footing RSAP, R MONITORED CONSTANTLY AS PER THE U E 2020 BUILDING CODE OF NEW YORK STATE a In CROSS SECTION V lliwl I EL SCALE: 1/4"= 1'-0" 201 ALL INTERIOR FINISHES ARE To 1155 SILVERMERE ROAD CC):�g PLY WITH THE NORTH E . 2x6 Rafters - „ Ex. Ridge Vent 2x8 Ridge Beam GREENPORT, NY 11944 z-Cl20 BUILDING CODE OE3E CDX Roof Shething N L WY O R K S TA T E SCALE: 1/4"= 1'-0" ® Ice and Water Shield ng BUILDING # 34 Ex. GAF Architectural Roof Shingles R-49 Insulation © Insulation Baffles SCTM # 1000-47-02-09 DRAWING TITLE: - FIRE EXTINGUISHER ® Simpson Tydown 2x6 Joist 16"ac. © Azek Trim CLASS ASC, 5LB, 2A: 105: C 1 I I Ex.(Vented Soffit AS NOTED AS S PER TABLE 906.3(1 ) FIRS Ex. xtx4To Plate 4" Exterior Sheathing 5'-7d" 4'-64" EXTINGUISHERS FOR C L A'S S A ® Blue Skin House Wrap or Equal FIRE HAZARDS BASED ON, 1 I ® Cedar Siding �� ENTRY LIGHT, (LOW), HAZARD Ex. 2x4 Stud's 16"oc. KITCHEN I VESTIBULE NOTES: OCCUPANCY THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE 1 11 IT 11 11 1 1 Ll1 j 1LLItL11 L I 4" CDX Sub Floor PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 2x4 Sill 4" CDX Sub Floor DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UIIKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMVENTS NOT - - - -- FORMALLY ACKNOW2EDGED AS REVISION TO THESE PLANS. 4" PC. Slab 3068244DH3040 l 20 ACO Sleepers SEAL: DA E: 11 It I 1 1;1 LE Ju I-II II I�11 Spray Foam Closed Cell Ins. R-21 DECEMBER,14 2022 Ex. 8" CMU. Foundation PROJECT N0: ILJ L1I1E 1135-2022 DRAWN BY: Ex. 16"x8" Conc. Ftg, Min. 3'-0" Below BDK Final Grade. CHECKED BY: SECTION 1015.3 SHEET NUMBER: CROSS SECTION C © COPYRIGHT 2023 KEHL DESIGN ASSOCIATES, LLC. REWIRED GUARDS SHALL BE N O T LESS THAN 42" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED A201 HIGH, MFASURED VERTICALLY AS FOLLOWS: SOUTH UNDER FEDERAL COPYRIGHT LAW. 1 . FROM THE ADJACENT WALKING SURFACES. E SCALE: 1/4"= 1'-0" 201 PLANS MAY NOT BE REPRODUCED WITHOUT 2. ON STAIRWAYS AND STEPPED AISLES, FROM WRITTEN AUTHORIZATION. Doe NUMBER: OF ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE LINE CONNECTING THE LEADING EDGES SCALE: 1/4"= 1'-0" KEHL DESIGN ASSOCIATES, LLC. OF THE TREAD N 0 S I N G S. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE DN R "1,1 P S AND R A l`/PED AISLES, FROM THE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN © KEHL-DESIGN•ASSOCIATES, UP F•;A I H P S I-1 R F A C E AT THE GUARD. PROOF OF PURCHASE.