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HomeMy WebLinkAbout49393-Z 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#: 49393 Date: 6/16/2023 Permission is hereby granted to: First Universalist Church ._..-. ....... ...__.... ........... . ... w ..... PO BOX 221 Southold hold NY 11971 1.1 � ._.. .. ..._ To: Construct a new Commercial Church with HVAC system as applied for per ZBA, DEC, Historic Preservation Commission, Planning and SCHD approvals. At premises located at: Route 25, Southold 51970.Ro..u ._ ........ ..m_�___�_ ....�, �.... ��.._.�.. _..�._ . ..... ........ SCTM # 473889 Sec/Block/Lot# 63.-6-6.3 Pursuant to application dated 4/19/2023 and approved by the Building Inspector. To expire on 12/15/2024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,830.00 CO-COMMERCIAL $50.00 Total: ..�....................� $1,880.00 ..... 4 ........ . ........... . Suildmg Inspector TOWN OF SOUTHOLD–BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 lith ://iv %v.so thiolLi'lo° tali .-),o Date Received PERMITAPPLICATION FOR BUILDING For Office Use Only PERMIT NO. I C Building Ins�pactor, APR 1 2 023 > Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:First Universalist Church of Southold Lf—m#1000-Sec. 63 131. 06 Lot 6.1 6.2 Project Address:51970 Main Road Southold NY 11971 vb – (p- (o•3 Phone#:631-765-3494 I Email:southolduu@optonline.net Mailing Address:PO BOX 221 , Southold, NY 11971 CONTACT PERSON: Name:Mark Sisson Mailing Address:10505 Old Sound Ave. Mattituck NY 11952 Phone#:631-29, 8-75340 - I I I . Email:misisson814@gmail.com DESIGN PRgggSiIOI1AL IN''FI IMA ION: Name:Raymond I'Vl. Calamari, RA de Bruin Engineering PC Mailing Address:1400 Old Country Rd. Westbury NY 11590 Phone#:516 521 7939 Email:rcalamari@debruinengineering.com CONTRACTOR INFORMATION: Name:North Fork Woodworks Mailing Address:810 Traveler St, Southold, NY 11971 Phone#:(631) 298-7900 Email:rachel@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION igNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $_z.400.000 00 Will the lot be re-graded? RYes ❑No Will excess fill be removed from premises? ❑Yes *No 1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �e " ` P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) �, Telephone:631765-1938 Southold,NY www.southoldtownny.gov cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2023 Mr. Ray M. Calamari, RA de Bruin Engineering, PC 1400 Old County Road, Suite 106 Westbury, NY 11590 Re: Site Plan Approval: Site Plan for First Universalist Church 51970 NYS Route 25, Southold SCTM#1000-63.-6-6.1 & 6.2 Zoning District: Residential Office—RO Dear Mr. Calamaris The following resolution was adopted at a meeting of the Southold Town Planning Board on February 6, 2023: WHEREAS, this proposed Site Plan is for the construction of a one story 3,950 sq. ft, place of worship and 34 parking stalls. There is an existing parish house and single-familly dwelling to remain, all on 1.2 acres in the Residential Office (RO) Zoning District; and WHEREAS, on August 20, 2018, information and materials were submitted for a Site Plan Application; and WHEREAS, on September 10, 2018, the Planning Board accepted the application as complete for review; and WHEREAS, on September 10, 2018, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR„ Part 617, determined that the proposed action was a Type I Action pursuant to 17.4(b)(9); and WHEREAS, on September 14, 2018, the Planning Board, pursuant to Southold Town Code§280-131 C., distributed the application to the required agencies for their comments; and First Universalist Church Page 2 FebruanL7.2023 WHEREAS, on January 28, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on March 17, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on April 5, 2021, the Planning Board accepted the site plan application as complete for review; and WHEREAS, on October 15, 2018 the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on December 3, 2018, the Suffolk County Water Authority (SCWA) issued a letter of water availability for the proposed site plan; and WHEREAS, on December 3, 2018, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on October 10, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on October 15, 2018, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on November 28, 2018, the Southold Fire District determined that there is adequate fire protection for the site; and WHEREAS, on November 14, 2018, the Southold Town Fire Inspector determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 16, 2018 the Suffolk County Planning Commission (SCPC) determined the proposed action to be a matter for local determination; and WHEREAS, on February 26, 2019, the Southold Town Zcning Board of Appeals (ZBA) granted Special Exception #7123SE with conditions; and WHEREAS, on March 13, 2020, the New York State Department of Transportation (NYSDOT) determined that a highway work permit is required for Case #82236; and First Universalist Church Page 3 Februa 7 2023 WHEREAS, on March 30, 2020, the NYS Office of Parks, Recreation and Historic Preservation determined that the proposed reconstruction action will have No Adverse Effect upon the Southold Historic District; and WHEREAS, on November 12, 2020, Stacy Paetzel, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on December 20, 2020, the SCDHS held a Variance Hearing for the proposed action; and WHEREAS, on January 25, 2021, the Southold Town Planning Board determined that with exception of a wastewater permit from the SCDHS and a Highway Work Permit from the NYSDOT, all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 25, 2022, the Southold Town Zoning Board of Appeals (ZBA) determined the revised site plan to be a de minimus alteration to Special Exception #7123SE and therefor no further review was required; and WHEREAS, on April 5, 2022 and April 14, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, at a Work Session on April 25, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on May 12, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, on May 25, 2022, the Planning Board determined that the revised site plan application shall be referred no less than the Historic Preservation Commission, Architectural Review Committee, Building Southold Building Department and the Office of the Town Engineer for review and comment; and WHEREAS, on July 21, 2022, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on July 21, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 9, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and WHEREAS, on November 30, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and First Universalist Church Page 4 February 7, 2023 WHEREAS, on December 7, 2022, the Southold Town Historic Preservation Commission (HPC) issued a Certificate of Appropriateness for the proposed action as required; and WHEREAS, at a Work Session on December 19, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on January 17, 2023, Ray Calamari, authorized agent, submitted revised site grading and drainage plans for review; and WHEREAS, on January 23, 2023, the Suffolk County Department of Health Services (SCDHS) issued wastewater approval reference# C-20-0036 @ 1,603gpd for Church, Parish House and Apartment; and WHEREAS, the SCDHS required SCTM#63.-6-6.1 and 1000-63.-6-6.2 to be merged, resulting in a single parcel; and WHEREAS, on February 3, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February 6, 2023, the Southold Town Planning Board determined that with exception of the items listed as conditions below, all applicable requirements of the Site Plan Regulations, Article XXIV, §280 —Site Plan Approval of the Town of Southold were met; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds the application consistent with the Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby approves the merger of SCTM#1000-63.-6-6.1 &6.2, as described above and required by the Suffolk County Department of Health Services; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "First Universalist Church of Southold" prepared by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022, and authorizes the Chairman to endorse the plans listed below after Conditions "A" through "C" below are met: G-001 SITE PLAN C-2 GRADING & DRAINAGE DETAILS G-002 LANDSCAPE PLAN SK1 -SK18 BUILDING RENDERING SL-001 SITE LIGHTING PLAN A-102 FIRST FLOOR PLAN A-301 NORTH&WEST ELEVATIONS A-302 SOUTH & EAST ELEVATIONS A-601 FINISH AND DOOR SCHEDULE C-1 GRADING&DRAINAGE PLAN First Universalist Church Page 5 February 7. 2023 Conditions to be fulfilled prior to endorsement of site plan & prior to building permits being issued: A. Obtain approval'of a Highway Work Permit from the New York State Department of Transportation (NYSDOT),and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. ""^^^ B. A use certification must be obtained from the Chief Building Inspector as required by Town Code. C. Certification from the office of the Town Engineer for compliance with Chapter 236 of the Town Code, and subsequent submission of at least five (5) revised site plans with original stamp, seal and signature of the NYS licensed professional preparing the plan. Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Parking:All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on NYS Route 25. 3. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 5_ All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. First Universalist Church Page 6 Februa 7 2026 2. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension_ 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and' issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan If you have any questions regarding the above, please contact this office. Respectfully, Donald Jr ilcenski' Chairman Encl. cc: Raymond Calamari, Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: M pplicant Signature: ate: CO check Software Version COi' checkWeb Envelope Compliance certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Location: Southold, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 7% Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M. Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Enhanced Envelope Performance, 1.0 credit Building Area Floor Area 1-Religious Building : Nonresidential 3967 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof at Meeting Area:Attic Roof, Wood joists, [Bldg. Use 1- 1870 30.0 21.0 0.020 0.027 Religious Building] Floor throughout Church Building: Wood-Framed, [Bldg. Use 1- 3967 30.0 0.0 0.033 0.033 Religious Building] Floor at Attic and Foyer Ceiling: Wood-Framed, [Bldg. Use 1- 2523 30.0 0.0 0,033 0.033 Religious Building] NORTH Ext.Wall at Meeting Room: Wood-Framed, 16in. o.c., [Bldg. 375 30.0 3.0 0.043 0.064 Use 1- Religious Building] Window: Wood Frame: Fixed, Perf. Specs.: Product ID Andersen 58 - 0.290 0.380 400 Series, SHGC 0.29, PF 0.16, [Bldg. Use 1- Religious Building] (b) Ext.Wall at Front, Rear Foyers, Kitchen and Small Gathering 652 19,0 3.0 0.054 0.064 Place:Wood-Framed, 16in. o.c., [Bldg. Use 1-Religious Building] EAS Ext. Wall at East Elevation (Rear Elevation): Wood-Framed, 715 1.9,0 3.0 0.054 0.064 16in. o.c., [Bldg. Use 1-Religious Building] Door:Wood, Swinging, [Bldg. Use 1-Religious Building] 42 --- --- 0.300 0.610 Window: Wood Frame: Operable, Perf. Specs.: Product ID 25 - — 0.290 0.450 Andersen 400 Series, SHGC 0.29, PF 0.28, [Bldg. Use 1- Religious Building] (b) SOUTH Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 1 of 15 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Ext. Wall at Meeting Area:Wood-Framed, 16in. o.c., [Bldg. Use 375 30.0 3.0 0.043 0.064 1- Religious Building] Window: Wood Frame: Fixed, Perf. Specs.: Product ID Andersen 58 --• --- 0.290 0.380 400 Series, SHGC 0.29, PF 0.16, [Bldg. Use 1- Religious Building] (b) Ext.Wall at Front, Rear Foyers and Offices: Wood-Framed, 652 19.0 3.0 0.054 0.064 16in. o.c., [Bldg. Use 1-Religious Building] Window: Wood Frame: Operable, Perf. Specs.: Product ID 38 - 0.290 0.450 Andersen 400 Series, SHGC 0.29, [Bldg. Use 1-Religious Building] (b) Window: Wood Frame: Operable, Perf. Specs.: Product ID 38 0.290 0.450 Andersen 400 Series, SHGC 0.29, [Bldg. Use 1-Religious Building] (b) WEST Ext.Wall at West Side at Entrance, Kitchen and Storage: Wood- 852 19.0 3.0 0.054 0.064 Framed, 16in. o.c., [Bldg. Use 1-Religious Building] Door: Wood, Swinging, [Bldg. Use 1-Religious Building] 69 --- -- 0.300 0.610 Window: Wood Frame: Operable, Perf. Specs.: Product ID 21 _ 0.290 0.450 Andersen 400 Series,SHGC 0.29, PF 0.28, [Bldg. Use 1- Religious Building] (b) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. HN 1 11 MENEM= Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to compel with any applicable mandatory requirements listed in the Inspection Checklist. ` tu�•1� M� . 2 , Name-Title l s� Signatt#e Date av " ., Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 2 of 15 COMcheck Software Version COcheckWeb Interior Lighting Compliance certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M. Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Enhanced Envelope Performance, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 1-Pastors and Admin Offices(Common Space Types:Office-Enclosed) 291 0.93 271 2-Foyer, Gallery, Ramp(Common Space Types:Corr!dor/Tra nsiti on >=8 ft 446 0.66 294 wide) 3-Chair Storage (Common Space Types:Storage >=50-<=1000 sq.ft.) 175 0.46 80 4-Small Gathering Place (Common Space 243 0.96 233 Types:Classroom/Lectu re/Tra ini ng) 5-Stage (Religious Buildings:Worship Pulpit, Choir) 178 1.53 272 6-Meeting Room (Religious Buildings:Audience/Seating Area) 1117 1.53 1709 7-Vestibule, Lobby Entrance Vestibule(Common Space 460 0.66 304 Types:Corrido r/Tra nsiti on >=8 ft wide) 8-Kitchen (Common Space Types:Food Preparation) 265 1.06 281 9-Restrooms (Common Space Types:Restrooms) 188 0.85 160 Total Allowed Watts= 3604 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. -LED: LED Other Fixture Unit 13W: 1 16 13 208 Incandescent: Incandescent 60W: 1 2 60 120 o cans tion =8 ft wide) LED: LED Other Fixture Unit 13W: 1 22 13 286 Incandescent: Incandescent 60W: 1 3 60 180 it Storage (Commo >=5 0 r LED: LED Panel 19W: 1 4 19 76 Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 3 of 15 A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. 4-Small atherinaa r r citrin LED: LED Other Fixture Unit 25W: 1 3 25 75 „ to (Rei1&m5 JuJ :-W- i r LED: LED Other Fixture Unit 25W: 1 6 25 150 -Mcetii Rogm (Religious..Bull-dipas:Audience/Seatipg Area) Incandescent: Incandescent300W: 3 8 100 800 Incandescent: Incandescent 60W: 1 10 60 600 t' r i nSpace r, r n iti rr ft LED: LED Other Fixture Unit 13W: 1 13 13 169 Incandescent: Incandescent 25W: 3 1 100 100 -Kitchen +Grsmmczrr per. LED: LED Other Fixture Unit 13W: 1 10 13 130 LED: LED Linear 10M 1 6 10 60 Incandescent: Incandescent 30W: 1 3 30 90 r r r LED: LED Other Fixture Unit 13W: 1 10 13 130 Incandescent: Incandescent 25W: 1 5 25 125 Total Proposed Watts= 3299 Interior Lighting Compliance t Stament e Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and t ply with any applicable mandatory requirements listed in the Inspection Checklist. MMA b ttl.G� h�RL , d Name-Title ' Sign ure OF or, Date Project Title: First Universalist Church of Southold - Report date: 04/19/23 Data filename: Page 4 of 15 CO check Software Version COMcheckWeb Exterior Lighting ing c ipiance Certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Project Type: New Construction Exterior Lighting Zone 2 (Neighborhood business district (LZ2)) Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M.Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Front and Rear Entrances(Entry canopy) 300 ft2 0.25 Yes 75 Total Tradable Watts(a)= 75 Total Allowed Watts= 75 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. Eront and Rear EntrapLgal'Entry n ' r Incandescent: Incandescent 35W: 1 2 35 70 Total Tradable Proposed Watts= 70 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The propo xterior lighting systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheekWe d to otn ly with any applicable mandatory requirements listed in the Inspection Checklist. �Name-Title�� Nt • � �, ,.� �_ �- 1 � D Signature Dane 4aa 01" , Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 5 of 15 COMcheck Software Version COMcheckWeb Mechanical anicei Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Location: Southold, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M. Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Enhanced Envelope Performance, 1.0 credit Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 6 of 15 COMlcheck Software Version CO McheckWeb Inspection C ec kl is Energy Code: 2018 IECC Requirements: 60.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan Review Coes?mplies? Comments/Assumptions &........#. Re .113j'_ ._._ .a......w.��..... --— - �..� C103.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance ❑Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable claimed. _..... ------ s..... .... _m....... ..­... --------------------------- --- -------------- C103.2 Plans, specifications, and/or ❑Complies [PR4]1 calculations provide all information ❑Does Not with which compliance can be determined'for the i nterior I ig hti ng ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts,transformers and control devices. .. ,.. C103.2 Plans, specifications, and/or ❑Complies [PR8]1 calculations provide all information ❑Does Not with which compliance can be determined for the exterior lighting ❑Not Observable and electrical systems and equipment ❑Not Applicable and document where exceptions to the standard are claimed. Information provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and control devices. � - C402.4.1 The vertical fenestration area <= 30 ❑Comp lies Requirement will be met. [PR10]1 percent of the gross above-grade wall ❑Does Not area. ❑Not Observable ❑Not Applicable C402.4.1 The skylight area<= 3 percent of the ❑Complies _,.Requirement ..............ill _.-- ......- Requirement will be met. [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable Medium Impact(Tier 2) - mp ler 3) act(T ..-1, High Impact(Tie.�..l.)....,..,. , 2 ����. 3 Low I . .... ... Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 7 of 15 ____1111. aw_....._._._._...... ..... ... ... ...... . .i Section # Plan Review Complies? I Comments/Assumptions & Req.IDf . 1111.... ......._ ....... . —--- 1111. w..... . C402.4.2 In enclosed spaces > 2,500 ft2 ❑Complies Exception: Requirement does not apply, [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, ❑Not Observable lobby, atrium, concourse, corridor, storage, gymnasium/exercise center, ❑Not Applicable convention center, automotive service, manufacturing, non- refrigerated warehouse, retail store, distribution/sorting area, transportation, or workshop,the following requirements apply: (a)the daylight zone under skylights is >_ half the floor area; (b)the skylight area to daylight zone is >= 3 percent with a skylight VT>= 0.40; or a minimum skylight effective aperture >= 1 ......... _............ _ _ C406 Plans, specifications,and/or ❑Com lies Requirementuireme nt will be met. [PR9]1 calculations provide all information ❑Does Not with which compliance can be determined for the additional energy ❑Not Observable efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 f High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ;Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 8 of 15 . # Footin / Foundation Ins ection Com lies. Comments/Assumptions FSectiW ReqID ......... .. . . . . ................_a _ C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met. [FO611 damage, sunlight, moisture, wind, ❑Does Not landscaping and equipment ❑Not Observable maintenance activities. ❑Not Applicable Additional Comments/Assumptions: hier 3) 1�High Impact Tier 1) 2 Medium Im pct(Tier 2) 3 Low Im act(T Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 9 of 15 Section # Framing / Rough-in Inspection Complies? Comments/Assumptions & Read I . . __...-_ .._.-.. .,. .... ....... _........ ...l..... ...���_. ......... -- 1111,. C303.1.3 Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ❑Complies R �® � equirement will be met. [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value, ❑Complies See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Installed vertical fenestration U-factor ❑Co __.. ... ........ ..._..... .. . ......., 1111 mplies See the Envelope Assemblies table for values. C402.4.3. and SHGC consistent with label ❑Does Not 4 specifications and as reported in plans [FR811 and COMcheck reports. ❑Not Observable ❑Not Applicable ......... C402.5.1 . The building -- .....1111 1111 envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in ❑Does Not [FR19]1 an approved manner and material permeability <= 0.004 dfm/ft2. Air ❑Not Observable barrier penetrations are sealed in an ❑Not Applicable approved manner. C402.5.2, Factory-built fenestration and doors ❑Complies e..... .. � Requirement will be met. C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable - C402.5.7 Vestibules are installed on all building ❑Complie......� .......... ���� � s Requirement will be met. [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: .. . 11 High Impact Tie2 Medium Impactct(Tier 2) 3 Low Impact(Tier 3) e Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 10 of 15 Section # 1 Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID j ___ ❑ p C402.5.5, Stair and elevator shaft vents have Com lies Exception: Requirement irement .... . ..................... _-.-- q ��..... ..�..�� does not apply. C403.2.4. C403.2.4. motorized dampers that automatically ❑Does Not 3 close. Refernece section C403.7.7 for [ME3]3 operational details. ❑Not Observable ❑Not Applicable _. ........ .................................. ....__------------------------ ............ ............... C403.7.7 Outdoor air and exhaust systems have ❑Complies Requirement will be meta [ME58]3 motorized dampers that automatically ❑Does Not shut when not in use and meet maximum leakage rates. Check ❑Not Observable gravity dampers where allowed. ❑Not Applicable Reference section language for operational details. Additional Comments/Assumptions: 1 High Impact(Tie2 Medium Impact(Tier 2).... 3 Low Impact(Tier 3)..... . _ Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename;: Page 11 of 15 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID, I........ . ........ C405.2.2. Spaces required to have light- ❑Complies 2 reduction controls have a manual ❑Does Not [EL22]1 control that allows the occupant to ❑Not Observable reduce the connected lighting load in a reasonably uniform illumination []Not Applicable pattern >= 50 percent. C.... m.,.,.,--- ....---------. --- C405.2.1, . 405.2.1, Occupancy sensors installed in ❑Complies C405.2.1. classrooms/lecture/training rooms, ❑Does Not 1 conference/meeting/multipurpose [EL18]1 rooms,copy/print rooms, ❑Not Observable lounges/breakrooms, enclosed offices, ❑Not Applicable open plan office areas, restrooms, storage rooms, locker rooms, warehouse storage areas, and other spaces<= 300 sgft that are enclosed by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in warehouses and section C405.2.1.3 for open plan office spaces. C405.2.1. Occupancy sensors control function ..... ........ �. .....__, ...._._ .......... ......� ........ in ❑Complies 2 warehouses: In warehouses,the ❑Does Not [EL19]1 lighting in aisleways and open areas is ❑Not Observable controlled with occupant sensors that automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway independently and do not control lighting beyond the aisleway being controlled by the sensor. C405.2.1, Occupant sensor control function in ❑Complies 3 open office areas: pant ❑ oes Not [EL20]1 sensor controls in open office spaces ❑Not Observable >= 300 sq.ft. have controls 1) []Not Applicable configured so that general lighting can pp be controlled separately in control zones with floor areas <= 600 sq.ft. within the space, 2) automatically turn off general lighting in all control zones within 20 minutes after all occupants have left the space, 3) are configured so that general lighting power in each control zone is reduced by >= 80%of the full zone general lighting power within 20 minutes of all occupants leaving that control zone, and 4)are configured such that any daylight responsive control will activate space general lighting or control zone general lighting only when occupancy for the same area is detected. C405.2.2;.. Each area not served by..occupancy ] ....,...__.......... nnnn.-, — ❑Complies C405.2.2. sensors(per C405.2.1) have time- ❑Does Not 1, switch controls and functions detailed ❑Not Observable C405.2.2. in sections C405.2.2.1 and C405.2.2.2. 2 ❑Not Applicable [EL21]z 1 �#Cgh Impact(Tier 1) 2 � p ) 3 _Low Impact --- ------ 7 p (Tier 3) 1 Medium Im act(Tier 2 Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 12 of 15 „ ection y Com # � Rough-In Electrical Ins lies ..... _1111.. mITITmmITITITITm�ITITIT�mITITm�ITmmm Section ---------------------- ___"""" ... __----- .W ” p Comments/Assumptions �... . .. ........ ........ _m__ ------------- 1111. ........ ..................................... .. ,._ _ ................. ............M..............M f C405.2.3„ Daylight zones provided with ❑Comples C405.2.3, individual controls that control the ❑Does Not 1, lights independent of general area C405.2.3, lighting. See code section C405.2.3 ❑Not Observable 2 Daylight-responsive controls for ❑Not Applicable [EL23]2 applicable spaces, C405.2.3.1 Daylight responsive control function and section C405.2.3.2 Sidelit zone. C405.2.4 Separate lighting control devices _1111 for ❑Complies [EL26]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 Additional interior lighting power ❑Co _. ....... m....... mplies [EL27]1 allowed for special functions per the ❑Does Not approved lighting plans and is automatically controlled and ❑Not Observable _ separated from general lighting. ❑Not Applicable C405.2.5 Manu.... 11.1..1................... mmmmmm_,,......- ---...... Manual controls required by the ❑Complies [EL28]na° energy code are in a location with ❑Does Not ready access to occupants and located where the controlled lights are ❑Not Observable visible, or identify the area served and ❑Not Applicable their status._ ........ C405.2.6.. .Automatic lighting controls for exterior ❑....".... l _ 1111. Complies [EL30]na° lighting installed. Controls will be ❑Does Not daylight controlled, set based on ❑Not Observable business operation time-of-day, or reduce connected lighting >30%. ❑Not Applicable C405.3 Exit signs do not exceed 5 watts per.. ❑Co.................... "," ..., g p mplies [EL6]1 face. ❑Does Not [ tObservable ❑Not Applicable ._. ._ ............... -11-1111__----___ C405.6 Low-voltage dry-type distribution ❑Com lies Exception: Requirement does not apply. [EL26]2 electric transformers meet the ❑Does Not minimum efficiency requirements of Table C405.6. ❑Not Observable []Not Applicable --- _........ �............. .. 1111.. ._1_111. __ ------------------- C405.7 Electric motors meet the minimum ❑Complies Exception: Requirement does not apply. [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1)through C405,7(4), ❑Not Observable Efficiency verified through certification under an approved certification ❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). _ C405.8.2, Escalators and moving walks comply ❑Complies Exception: Re ��._._..............t _ .... p Requirement does not apply. C405.8.2. with ASME A17.1/CSA B44 and have ❑'Does Not 1 z automatic controls configured to ❑Not Observable [EL28] reduce speed to the minimum ❑Not Applicable permitted speed in accordance with pP ASME A17.1/CSA B44 or applicable local code when not conveying passengers, C405.9 Total voltage drop across the — ❑C......w.. Requirement� _ �" omplies Requirement will be met. [EL29]2 combination of feeders and branch ❑Does Not circuits <= 5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 H ....� 2 i9h Impact(Tier 1) MediumImp act(Ti ) Low Impact(Tier 3) . ...- Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 13 of 15 ................ .. w .......w_..... --------... --------_...._.w_ ... ... Section # Insulation Inspection Complies? Comments/Assumptions _& .ID C303.1 Roof insulation installedp er ❑Complies Requirement will be met. [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed ❑Not Observable only where the roof slope is<=3 in 12 ❑Not Applicable C402.2.1 Insulation installed on a suspended ❑Complies Exception. Requirement does not a --- - PPIY• [IN20]1 ceiling having ceiling tiles is not being ❑Does Not specified for roor/ceiling assemblies. ❑Not Observable Continuous insulation board installed in 2 or more layers with edge joints ❑Not Applicable offsetbetween layers. _ ------- � __------ C303.1 Building envelope insulation is labeled ❑Com lies Requirement will be met. [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant ❑Not Observable data. ❑Not Applicable C303.2 Above-grade wall insulation installed...,. "❑Co�� -................... �..... n ...... mplies Requirement will be met. [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2, Floor insulation installed per ❑Com lies Exception: Requirement. p �........ ,..P p q.. t does not apply. C402.2.4 manufacturer's instructions. Cavity or ❑Does Not [IN9]2 structural slaty insulation installed in ❑Not Observable permanent contact with underside-of decking or structural slabs. ❑Not Applicable C105 Installed above-grade wall insulation ❑Co lies See the Envelope Assemblies table _ ..... ................................................................. .. _.. ....... rpp� p for values. [IN6]1 type and R-value consistent with ❑Does Not insulation specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C402.2.3 Installed floor insulation typeand R- ❑Complies See the Envelope Assemblies table for values. [IN8]2 value consistent with insulation ❑Does Not specifications reported in plans and ❑Not Observable COMcheck reports. ❑Not Applicable C402.3.6 Radiant panels and associated ❑Complies Exception. Requirement does not apply. [IN18] components, designed for heat ❑Does Not transfer from the panel surfaces to the ❑Not Observable occupants or indoor space are insulated with a minimum of R-3.5. []Not Applicable - —— ......... ......... - .. C105 Installed roof insulation type and R- ❑Complies See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports. For some ceiling ❑Not Observable systems, verification may need to ❑Not Applicable occur during Framing Inspection. ...... . ......... C402.5.1. All sources of air leakage in the ❑Com lies Requirement will g pq ........ ..be met... .. ......... ��... ...... 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed, weather stripped ❑Not Observable or wrapped with moisture vapor- permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1�H�gImpact( p - (Tier 2) 3 Impact 3) h , , Tier 1) �...2 Medium Im act Low Im act(m^ --,y Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 14 of 15 .. .......... .. _. _ _. _.._ .................. .._. .. Section # Final Inspection Complies? Comments/Assumptions &Req.ID ................... ......... ......... . ......._ ......,. ......... ...... ..... . ......... C303.3, Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 building owner or designated Not Observable [FI17]3 representative. ❑ ❑Not Applicable C402.5.6 Weatherseals installed on all loading ❑Complies Exception:mm m " ___ __ot �- ...w n: Requirement does not apply. [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides ❑Not Observable of vehicles parked in the doorway. ❑Not Applicable C402.5.8 Recessed luminaires in thermal ❑Com Ties Requirement willb p q e met. [FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between ❑Not Observable interior finish and luminaire housing. ❑Not Applicable 05.4.1 Interior installed lamp and fixture ❑Com lies See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ❑Does Not is shown on the approved lighting plans,demonstrating proposed watts ❑Not Observable are less than or equal to allowed ❑Not Applicable watts. .... �.. ................ m__m .. ... .... .. ..n.. C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating proposed watts are less than or equal ❑Not Observable to allowed watts. ❑Not Applicable L... ........... .. -----.._- _ ---- ......... C408.1.1 Building operations and maintenance ❑Complies Requirement will be met. [FI57]1 documents will be provided to the ❑Does Not owner. Documents will cover manufacturers' information, ❑Not Observable specifications, programming ❑Not Applicable procedures and means of illustrating to owner how building,equipment and systems are intended to be installed, maintained.. ........ --.-. .... ------ C408.2.5, Furnished as-built drawings for ❑Complies 1 electric power systems within 90 days ❑Does Not [FI16]3 of system acceptance. ❑Not Observable ❑Not Applicable C408.3 Lighting systems have been t ............ ....�..... ....................... ...,,, ested to ❑Complies [FI33]1 ensure proper calibration, adjustment, ❑Does Not programming, and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: - _ _ ... 1High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low I— mpact(Tier 3) _ Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 15 of 15 'PERM 42(09/09) State of New York Department of Transportation Highway Work Permit Permit No.: 20221082236 Date Issued: 03/30/2023 Pr Project ID No.: Expiration Date: 03/29/2024 *Permittee 1: *Permittee 2: FIRST UNIVERSALIST CHURCH OF NORTH FORK WOODWORKS, SOUTHOLD INC P.O.BOX 221 P.O.BOX 1407 STREET 810 TRAVELER SOUTHOLD,NY 11971 SOUTHOLD, NY 11971 Emergency Contact: SCOTT EDGETT Emergency Contact: SCOTT EDGETT Emergency Number: 631-298-7900 Emergency Number: 631-293- 7900 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the permittee to: TO ENTER,OCCUPY AND CONSTRUCT DRIVEWAY,SHOULDER,SIDEWALK,CURB RAMP,CURB,PAVEMENT MARKING, SURVEY MARKER&OTHER INCIDENTAL WORK ALONG WITH NY25,MMS 25 07041609-1610 AS PER ATTACHED PLANS AND SPECIFICATIONS,ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE CURRENT NYSDOT STANDARDS AND DETAILS&OSHA GUIDELINES.ALL WORK,PAVEMENT,SIDEWALK&ROW RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER ANY DISTURBANCE TO PEDESTRIAN FACILITIES WILL REQUIRE THE APPLICANT TO COMPLETE SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE W W W.DOT_GOV FOR REFERENCED FORMS.THIS HWP IS ONLY VALID WITH CURRENT INSURANCE COVERING NYS.SCTM: 1000-06300-0600-006001 THE PERMITTEE 1S RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE CURRENT ANSI 107 CLASS 11 OR CLASS III(AT NIGHT)STANDARDS AND A HARD HAT MEETING THE CURRENT ANSI/ISEA Z89.1 TYPE 1,CLASS C OR IF WORKING WITHIN CLOSE PROXIMITY TO ELECTRICAL POWER LINE, CLASS E OR G. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041609 25 07041610 as set forth and represented in the attached application at the particular location or areas, or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 03/30/2023 Commissioner of Transportation By: F/M.T Vijay%7%jayrud'ra„u IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGIN S.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Christopher C Williams,PE,Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. 4 3 The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. x Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $550.00 Return Deposit to; NORTH FORK INC Insurance Fee: $0.00 Address: P.O.BOX 1407 Total Fees: $550.00 810 TRAVELER STREET SOUTHOLD, NY 11971 Amt Rec'd 1: $550,00 Check Num: 1194 Check Date: 21-JAN-23 App 2 Bond#: NY6142329 App 2 Bond Amt: $15,000.00 UOF: App 1: No App 2: No Attachments and additional requirements to this Highway Work Permit include: Perm33-COM Commercial Access Highway Work Permit Application and Checklist PERM 41-1d-Method of Performing Work within the State Right of Way Other-Attach 1 Approved Plans END OF ATTACHMENTS TS State of New York PERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20221082236 Date Issued: 03/30/2023 Project ID No.: ray Expiration Date: 03/29/2024 Return this page to: Christopher C Williams, Permittee 1:FIRST UNIVERSALIST CHURCH OF SO PE,Resident Engineer 1900 Old Country Rd P.O.BOX OX 22221 Riverhead NY 11901 SOUTHOLD,NY 11971- UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF TAE PERMIT MUST BE COMPLETED,SIGNED BY THE PERMITTEE, AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed.Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(if any) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Unable to meet schedule as specified in bid proposal ❑ Amount charged against Bond may be released. ❑ Retain bond for future permits ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER ❑ Mailing address of refund has been verified. If different,list new address: The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permitclosed ❑ Bond retumed/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYS DOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER s � NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 .F: (518)402-9029 www.dec.ny.gov 4/11/2023 North Fork Woodworks Scott Edgett PO Box 1407 Southold, New York 11971 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: First Universalist Church of Southold 51970 Main Road (NYS 25) Town of Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/4/2023, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 K955. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part I I.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). ,E YORK Department of T.. Environmental. Conservation U 'n If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, Q David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer Condon Engineering, PC Condon, John 1755 Sigsbee Road Mattituck, NY 11952 Town Hall Annex �"d�� � Telephone(631)765-1802 54375 Main Road „", Fax(631) 765-9502 P. O. Box 1179 ft of Southold, NY 11971-0959n BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 4-18-23 Date: Owner: The First Universalist Church of Southold 51970 Main Rd. Southold NY 11971 Location of Property: Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line). Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 272628352 AMWINS BROKERAGE OF NEW YORK 200 ELWOOD DAVIS ROAD }} SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC FIRST UNIVERSALIST CHURCH P O BOX 1407 OF SOUTHOLD SOUTHOLD NY 11971 51970 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 231833 05/01/2022 TO 05/01/2023 4/17/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK 4 STAT SUR NCE FUND 4/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:40422190 U-26.3 N I New York state Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) ^^^^^A 272628352 AMWINS BROKERAGE OF NEW YORK 200 ELWOOD DAVIS ROAD w" SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC FIRST UNIVERSALIST CHURCH P O BOX 1407 OF SOUTHOLD SOUTHOLD NY 11971 51970 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 231834 05/01/2023 TO 05/01/2024 4/17/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT ZCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:277291365 U-26.3 Z:4 INEW Workers' CERTIFICATE OF INSURANCE COVERAGE ATE Compensation under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW Board ART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier I a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured NORTH FORK WOOD WORKS INC 810 TRAVELER STREET 631-298-7900 c.Federal Employer Identification Number of Insured or Social Security SOUTHOLD NY 11971 Number Work Location of Insured 272628352 (Only required If coverage Is specifically limited to certain locations In New York Stare,Le.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of 3aName of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 ROUTE 25 3b Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 LNY-628416 3c Policy effective period 04/01/2023 to 03/31/2024 4.Policy provides the following benefits: 0 A.Both disability and paid family leave benefits. ❑B.Disability benefits only. ❑C.Paid family leave benefits only. 5.Policy covers: O A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Si oned 04/17/2023 TP.uO- (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B )Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carriers licensed to write NYS disabllhy and paid family leave benefits insurance policies and NYS licensed Insurance agents of triose insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(9-17) IIII�I ! �2011°r � ! IIIIII IH Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail:)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.11(9-17)Reverse DATE/18/IYY RR CERTIFICATE OF LIABILITY INSURANCE 04/18/20233 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an.ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Edgewood Partners Insurance Center PHONE ,... Commercial Support FAX _,. 40 Marcus Drive 3rd Floor Aq_C�!_ Ertl, _X631) 390mmm9T00 No 1) 390-9790 E-MAIL -----e ... _ Melville NY 11747 ADDRESS: m e,p- msmcertsem@e�icbrokers.co ......_............. INSURER(S)AFFORDING COVERAGE NAIC# INSURE..... ..... ...�..�..---..----_. ...�.... a...... . R A:SOUTHWEST MARINE AND GENERAL I 12294 North Fork Woodworks Inc............... . INSURE 8 n INSURED INSURER B:. RC: ^ PO Box 1407 INSURER D Y. Southold NY 11971 ,INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 13313 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. .......m.�._-. .....LIMITS .... ...... INSRLTR W mm i::�t -- j.WP<7LICY EFFPOLICY EXP TYPE OF INSURANCE R POLICY NUMBER 44 MWDDfYYYy MMIDD/YYYY A R '..COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 T" 0�T9F,�d`I'ft .._ .... 0 000 V I CLAIMS-MADE 1:X1 OCCUR Y APPGL2022LBB00002 01/01/2023 01/01/2029 p�REp,�gSE,S.E,yoa,cutt,�ergcgya � 10 , _ ,000 PERSONAL&ADV INJURY $ 1 OO��� ,,,�............. ....-.,---,-� ...M.�..,„ERA (Anyone person) ��..�....._....... 00.000 00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,0 1... ... PRO- POLICY I R JECT LOC PRODUCTS .... P AGG $ 2,000,000 % ,O'gHER.& location AUTOMOBILE LIABILITY COMBINED SINGLE LOT $ ANY AUTO BODILY INJURY(Per person) $ OWNED .......�SCHEDULED ,.,. 4 BODILY INJURY(Per accident) $ AUTOS ONLY ,,,,,,,.. AUTOS - HIRED NON-OWNED $ AUTOS ONLY ONLY I ROPER"I`y D+0.M'FkGE. d?aoAcSsern)_.._ _ $ A UMBRELLALIA6 R OCCUR APPE%2022LHB00002 01/01/2023'01/01/2024 EACH OCCURRENCE $ 2,000,000 R�I'.,EXCES(S LIAB m, mmm mCLAIMS-,MADE AGGREGATE $�2,000,000 , 4 DED RETENTION$ I qq WORKERS COMPENSATION STATUTE 1 ER' AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETORIPARTNIEWEX,E'CUTI'VE E L EACH ACCIDENT $ OEFIICERMEMBEREXCLUDED? � N/A (Mandatory In NH) 1 E L DISE-EAEMPLOYEEc$ If yels.descabe Under .....EAS.... ......._ ....... DESCRIPTION OF OPERATIONSbel E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) First Universalist Church of Southold is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. First Universalist Church of Southold 51970 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 A�R 04/1 DADD/YY CERTIFICATE OF LIABILITY INSURANCE 04/18/20233 FTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURE„the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNVEA YYYY Commercial Su ort Edgewood Partners Insurance Center PHONE ���F 40 Marcus Drive 3rd Floor ( r ,plt: ( 390-9700 A/c PX790 Melville NY 11747 ADDREms tn�ancertmPwabzcaker com INSURER S AFFOFtON GCOVERAGE NAICd INSURER A_-SOUTHWEST MARINE AND GENERAL I 12294 INSURED INSURER B: North Fork Woodworks Inc �___............................................. ..... INSURER C PO Box 1407 INSURER D: ,�......,___ .. ..,, .. .. _. Southold NY 11971 INSURER E. ...... INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 13313 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. mro._._...... ,, , .... ...... INSR TYPE OF INSURANCE ("�� .... ................... POLICY EFF'F POLICY EXP � 1....mm � POLICY NUMBER MMIDD/YYYY MM/OD EACH OCCURRENCE ,LIMITS A RCCOMMERCIAL GENERAL LIABILITY PREO_k'rt $ 1,000,000 OCCUR Y APPGL2022LHB00002 01/01/2023 01/01/2024t100,000CLAIMS-MADE _ ] ,.. MED EXP(Any one person) $ _5,000 PERSONAL&ADV INJURY $ l t 000'000 GEN,L—.AGGREGATE LIMITAPPLIESPER: 'GENERAL AGGREGATE �$$22 ------ 0 00 000_ '..POLICY EXj LOO PRODUCTS-COMP/OP AGG Is 2,000,000 R O'IHER;& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ . OWNED ISCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS .............. ...... HIRED -OWNEAUTOS ONLY AUTOS ONLDROPFRTy DAMAGE m.... er,aPdeYwpl $ A UMBRELLA LIAB � R � APPEX2022LHB00002 01/01/2023 01/01/2024 EACH OCCURRENCE $ 2,000 000 AGGREGATE ........ ...........�.� ._.,...........4....-.,m,._..,,..., g EXCESS LIAR CLAIMS-MADE AGGREGATE $ 2f000 000 DED RETENTION$ $ WORKERS COMPENSATION 'PER TH AND EMPLOYERS'LIABILITY YIN ANYPROPRIETORIPARTNERIEXECUTIVE E.L..EACH,ACCIDENT �' E EA EMPLOYEE $ If yes,describe ander E.L.DISEASE $ (Mandato ICY OFFICER/MEMBEREXCLUDED? NIA fj DESCRIPTION OF OPERATIONS below -POLLIMIT I $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) First Universalist Church of Southold is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN First Universalist Church of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 51970 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 NOT TO SCALE SVU HEAVY DUTY LOCKING CAST IRON ar VAIN.�t,rnnu MMCM RC�UIM�w COVERS TO GRADE(TYP.) 3 0 X 1.FT X 1'=25.13 .= 1.9 V.F.- 300 SQ.FT 125.13 5F/FT.=11.9 V. PROPOSED 10'0 DRYWELL WITH CUSTOM TRAFFIC BEARING SLAB MANUFACTURED BY DIAMOND,LONG USE 1-8'0 X 1Z'DEEP LEACHING POOLS=12 VF>11.9 VF ISLAND OR SUFFOLK PRECAST OR AN APPROVED W S F l EQUAL 24'0 PRECAST RISER RINGS HEAVY DUTY LOCKING CAST IRON ,00�F. X 50 -150 ION' UA U', PROVIDE END CAP TYPE LEVELING (2'MAX HEIGHT) mm COVERS TO GRADE(IYP.) 200 S,.IGN 6X 0 = LXPANS25 13 SF/FT.=5.9 V.F. DEVICES AT OUTLETS L 0,1 GRADE EL Z USE 1-8'0 X 12'DEEP LEACHING POOLS=12 VF>5.9 VF TRAFFIC ilft EL 23.6 ABEARING SLAB TRAFFIC BEARING SLAB INSTALL DUMMY RINGS OR DOME INV.EL Z3:� N - AS NECESSARY TO BRING GENERAL NOTES INV.EL 23.E 0' `v PROPOSED GRADE(TYP TRUCTURE TO 1. ALL MATERIALS AND METHODS 2, M19.3 � OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS�THE TO' A°PVC WASTE LINE 2'MIN, 4'0 2'MIN. 8• 3'MIN. N ALL LEACHING POOLS SHALL BE PLACED IN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. PITCH 118 INCH PER NE COLLAR 'i ACCEPTABLE LEACHING SOILS AS APPROVED BY THE 4 PVC WASTE U 4" LEACHING MATERIAL IS 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. VERTICAL a � NT POOR LEAC FOOT SCDHS. I N THE EVE PITCH 118 INCH PFR✓ w ITC � DATUM IS APPROXIMATE NAVD 88. o BE CONTINUED FOOT I VEL 23.0 ,i ENCOUNTERED,EXCAVATION IS TO (7 V w 9 TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF lA N MIN. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE f,l 11.0 CONFORMED ACCORDINGLY IN THE FIELD. A� Ep I STEWATER TREATMENT �I -- S'DIAMETER- BACKFILL WITH CLEAN SAND 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)1NCHES VERTICAL IS TO BE MAINTAINED BETWI SYSTEM MODEL CEN-5 HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5A PER USGS 1NELL S16780.1----------------------� __,___�--___-�D GRAVEL---- --------- WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. PROPOSED I/A OWTS PRECAST DISTRIBUTION BOX PROPOSED LEACHING POOL DETAIL . 6'MIN.PENETRATION INTO SAND AND WITH TOWN COUNTY,STATE AND FEDEI SEE DETAIL SHEET 2 GRAVEL STRATA 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE QISP05ED OF IN ACCORDANCE LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS APARTMENT SANITARY SEPTIC SYSTEM PROFILE OFFSITE. DEBRIS SHALL NOT BE BURIED OWSITE. N.T.S. 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN THE PLANS. S. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. Suffolk County Department of Health Services Approval for Construction-Other Than Single Family L" I L im ,�.w SPECIFIED ON PLANS. ''-ANT: 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPEC 314122 SGDHS COR g yi m n N '�ILCLIHiC ' C-20-0036 _ Design 1 Irr�� ,� IDURING t.C3N "RUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE 1127122 REVISE Bt ,1G Reference ]wio. _ . _..... g _L6032.-PD ^DIMVT . N! I IER1 'TsCA'Tl 1"�I 10. „ NECESSARY TO PREVENT THE 11/1912020 SCDHS COMM lP ��„1t IP ��N4 S"TA AT i i,00�� A q� i ConI'��n I I a r I I��C Li�� ILA AS EMPLOYED a�, ��» �adw :.- :-,� �,�°,,;: a ,u�+.;' ...� C MATERIALS ENgPL AREAS,PONDS„DRAINAGE INLETS,ETC.THE METHODS AN' Church, Parish House, and Apartment F Y.ti 1� �d ( a ( " f IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL _ ����, _ 7/32020 SCDHS COMMER f �, �, ,,, r<, ,�," �. APPLICANT NEW YORK GUIDELINE'S FOR EROSION AND SEDIMENT CONTROL'. "'l.-hese plans have l�c�ert reviewed for �etle�ral r.onforta�ace�w�r�thu Sino&� ✓' � .IR Il Iu�7�,u�i�L���, ���t'III��N��ir�r�d�„„ .. CONFORM TORE a �. , ' REVIONS County Department of health Services standards, relating, to water ......,. FIRST UNIVERSALIST CHURCH OF SOUTHOLD i1. ALL BACKFILLSHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% supply and sewage disposal. Reguardless of any otnissions, k, N", MAXIMUM NHYAT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY Inconsistencies or lark of detail, construction is required tobe to IN I 110N k/II I PO BOX 221 STANDARD PROCTOR TEST. INGS accordance with the attached permit conditions and applicable N I I 1 1) 1 v 'I �,I " i"k(,l1 I`)NPJ SOUTHOLD,NY 11971 St expires y dears fandards, unless specifically waived by the Department-This.tpprov rl 12. LOT AREA:53,962 S.F.OR 1.239 ACRES RING rom theapp rov date, unless extended or renewed. ,�IlfN', faJjS��' l fir" %r I Plans are prepTed by Condon Engin,„P.C. It is a wilt au of the 13. THERE ARE NO WELLS WITH 150'OF THE PROPERTY. `� r RADE , ,�,i i,ll, (`�?�I4'I( ��.,��.,:.'li�li(;�"P (.N I',<<I'(Ii .��,� 'I�;�:". New York St EducationLaw+,Article 145,Se Sectionfor y -._ :..../ person am less acting u�the mon of a licensed Professional Approval DateReviewer r �/ � ,; rE Inert,Architector Land Surveyor,to alter any dnin any way. t � an ifern bearing the seat of an Engineer,Architect;or Land Surveyor is '.... E Surveyor r � , ,_ .. , , � .. allea ,'�e alter rrglrnr„Arwlbrt, Land shag affix to d i � �N I�.,u i V I 0 All I��.u .,14 V 7,� , �4 f N) 6 lire item hYsJtier s and the no tl Agened "joilmed by his Mtw �`° �`Y� � + �' l i 4/8/21 � nature and the date of such alterations,and a specific description of x the alteration. S.C.T.M.: DIST.1000 SEC.63 BILK. 6 LOT 6.1, 6.2 p.tlPY"d1 :xlmzlG"` k��� r �mg G � ,Il�:iiEauw � I �����-�� ��ti82mFIRST UNIVERSALIST Scare: AS SHOWN Condon Engineering, P. CHURCH OF SOUTHOLD Drawn by:JJC c New York 11952 51970 MAI ROAD (NYS 25) 1755 Si sbee Road N OF Mattltu k, SOT�IOLD NY (631) 298-1986 (631) 298-2651 fax Health Department Approval Stamp Date: 1/17/2020 www.rondonengineedng.com SANITARY PLAN 1DED LEGEND 1 , JPROPERTY LINE NS NO STOPPING SIGN -- REVISIONS DATE 1 OLD CHURCH FOOTPRINT NP NO PARKING SIGN - - EXISTING IMPROVEMENT SS STOP SIGN TO BE REMOVED I i EXISTING FENCE AW ARROW SIGN TO BE REMOVED PROPOSEDNDICAPKR KEEP RIGHT SIGNACCESSIBOUTE OF 10' X 20'[NUMBER ARKING SPACES PER AREA uP w/L UTILITY POLE WITH LIGHT -- - - - ISSUED T0: PROPOSED 414 S.F. L—w V, WATER VALVETOWN OF SOUTHOLD PLANNING 4-1-22 SPEED LIMIT SIGN DI DRAIN INLET Historic Preservation Commission 10-27-22 DO NOT ENTER SIGN HYD. [FIRE HYDRANT G.V. GAS VALVE COVERAGE CALCULATIONS 53,962 SF 4G COVERAGE 10,792 SF OR 20% EXISTING LOT COVERAGE SCRIPTION AREA % LOT COVERAGE -- - -- - PROJECT: PPROXIMATE*I 4,400 SF* 8.2%* HOUSE, PORCH +STEPS 1,182 SF 2.2% FIRST UNIVERSALIST -- VCHURCH HI I G, PORCH+STEPS 808 SF 1.5% R r V H OF _ V �,J 438 SF 0.8% SOUTHOLD OVERAGE 6,828 SF 12.7% PROPOSED LOT COVERAGE 51970 MAIN RD, iSCRIPTION AREA % LOT COVERAGE SOUTHOLD, NY 11971 HOUSE,PORCH+STEPS 1,182 SF 2.2% JG, PORCH+STEPS 808 SF 1.5% DRAWING TITLE- !CH 3,950 SF 7.3% 'CH COVERED PORCH 50 SF 0.1% COVERAGE 5,990 SF 11.1% SITE PLAN I 3 listed on V, Y PL,A.N I U BOARD SCALE: TOW4 OF S01ITHOLD �j DATE ' I�� L�IZe73 _ SCALE : 1 �� — 20'-0'1 PROJECT NORTH fstru(�- DRAWN BY; 20 10 0 20 40ps -PA { �' a� 1 CHECKED BY, 3E SCALE IN FEET RMC - FILE N0. emr PROJECT NO. DRAWING NO, DATE: G-001 15/04/2021 # q 13 �5 � - A,,,--5 f_s3o,, S " . � F_ . =, --V,r " L,F- "Mr- F" . 11..� 11 . "N 07 _� I 7 """'IN F_ . ".. 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G -001 -TITLE SHEET PROJECT ENGINEER: .�� i deer i n o CALCULATIONS Clv//EnglneeA/ng&Construclion Management REQUIRED PARKING: de Bruin Engineering, P.C. i Sj �, 1400 Old Country Road-Suite 106 O -- CHURCH: 112 SEATS @ 1 SPACE/4 SEATS Westbury-New York-11714 AW /= TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 -516.579.2574 Fax Q �j UP ^� / PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ �l -FAMILY DWELLING 0 2 SPACES/SINGLE � / DI , " EXISTING DWELLING PARKING: 1 SINGLE-FAMILY DWELLING @ It is a violation of Section 7209 of the CB(27.0) 2SPACES/SINGLE-FAMILY DWELLING New York State Education Law for any TOTAL SPACES REQUIRED: person, unless he is acting under the direction of a licensed professional i / ' 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES engineer, to alter any item on this DI drawing in any way. If the drawing is AwpA\ EX.GAST(3158) TOTAL SPACES PROVIDED: - altered under the direction of a 'zl \� %' a professional engineer, the altering �2a1 26 SPACES +6 GRASSPAVE SPACES + 2 HANDICAP SPACES - 34 TOTAL SPACES engineer shall affix his seal to the i \ *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing with the notation "altered by" uP � N \� followed by his signature, the date of �'�✓L REQUIRED LANDSCAPED ISLANDS: alteration, and a specific description AW �W EXISTING 71 SF ON-GRADE '" ( r0� �� 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED of the alteration. WALKWAY TO BE REMOVED. rJ' �j / DNE o j S/ a. X 414 SF PROVIDED i EXISTING 125 SF PORCH+ c:" 0 �0�O PRO STEPS TO REMAIN / UP PROPOSED 89 SF ON-GRADE W.Vo V W/LO CONCRETE WALKWAY00 \✓� N$Fj AW CB(26.9) 9r°�tii �� v\= > \ 0 DI ,, " �� ' 0 s �< < L E E N D G� A Wok ,f�-,�t �i-. / �: J o, �i� 6 w.vo =G.v / e s F y ✓`\ °� �j�'n�f� DSO PROPERTY LINE NS NO STOPPING SIGN \n0 ' �.- r.•" W.V. HYD. EXISTING 596 SF ON-GRADE / /' W ^ o WALKWAY TO BE REMOVED UP'' ,-, Q EXISTING SIGN /.- EXISTING, }' -;n C�2 OW.V. TO BE REMOVED ,' /\ PARISH`HOUSE F �O �j ��' - OLD CHURCH FOOTPRINT NP REVISIONS DATE „ , 0 -y NO PARKING SIGN co \ � ^� / \j /LAWN �� ��/ - - l0 �o / FE:31. APRON �L / ` 4 EXISTING 52 SF C� ^' ` / \ \�, //\` `, \ G�� Gj` PORCH+STEPS �j LL EXISTING IMPROVEMENT SS STOP SIGN p� �CP TO REMAIN C�/ TO BE REMOVED PLANTINGA N T I N G ` PROPOSED 976 SF ON-GRADE ` - -- AW ARROW SIGN / CONCRETE WALKWAY "9� EXISTING FENCE EXISTING ) ,p -o- o_ TO BE REMOVED EXISTING CONCRETE CURB //� a / \: (284 X CONCRETE CURB / ® - II EXISTING CONCRETE SIDEWALK- ;:"1:' -'-' :. i PROPOSED HANDICAP p, .. . ' NYSDOT ENGINEER TO INSPECT EX.SIDEWALK / O \ w z ' KR KEEP RIGHT SIGN Z / PROPOSED% 2 h ACCESSIBLE ROUTE O W AIN WITHIN RIGHT-OF-WAY TO DETERMINE IF \ „ MEMORIALr�25 REPLACEMENT WITH 5'W.SIDEWALK IS NECESSARY,,' O NUMBER OF 10 X 20' UP UTILITY POLE Z Qz OAW °po°'42 / GARDEN Q sea Q U Sip a3 PARK / �'O' //LINE STUBcy��ch O / (�8)' (729 SF) 4 (29) \\ QRG��RG� 41 PARKING SPACES PER AREA UP W/L UTILITY POLE WITH LIGHT �A _ 3a 0 ISSUED T0: � �:' �\ ten\ + + + + + + ; ,' /.;:: ,« ✓; ; ++++++++++++ PROPOSED 414 S.F. r' I. : A W N /',.�, p W.V. WATER VALVE �'' /- gNT1NG. : '•f.' \\ \\ + + + + + 'ISLAND' PLANTING BEDS KRU �- UP .' .' P�q LAwN'� - TOWN OF SOUTHOLD PLANNING 4-1-22 = Q ,' `\..- ";._•.'l' N j1NG �\ ` , \- EXISTING 265 SF SHED to O O %AW PROPOSED 120 SF 4 ;' �� TO BE REMOVED SL SPEED LIMIT SIGN DI DRAIN INLET CONTRACTORS FOR MEETING 1 1-11-23 ...-; F-- -AW STOOP / 4' \ 4.2 oC) \ EXISTING 173 SF SHED TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 = of > Tj� �T ` DNE DO NOT ENTER SIGN HYD. FIRE HYDRANT 1L �� S LA 1� F o F- PROPOSED �/: \ <�\ '\�\\ TO BE REMOVED ,s \ U BEDLINE(TYP.) a i N \ PROPOSED \ (28.7)X \ O - li z w W ( ,'CHURCH \� 600 2 W I 8.6- PROPOSED-25 SF ,tet (3967.2 SF) STOOP PROPOSED 735 4F \\ ///' \� iva �' �� G.V. GAS VALVE W-0 U_ Z \\ lL / / EXISTING SIGN / �'ROPOSED $b Z O '_L , 28p ON GRADE ASPHALT Q_ A I 2s' PROPOSED 50 SF WALKWAY 8.2)X TO BE RELOCATED ' I Z - _ PARKING -o- SSS a"' / G) �' COVERED PORCH N ' ! 10.0• 10 EXISTING W.Vo 7.$ / LAWN II, GUARD RAIL135. O TC(24.3) C us \ d+ BC(23.8) `; = EXISTING GATE (+'y UP I PLANTING 73p sa -" r�'8J �I TO REMAIN COVERAGE CALCULATIONS �. W/L LAWN o o= i 1l -PROPOSED 8'W. \ ,"', O 0� " �\ II o MULCH PATH LOT AREA 53,962 SF � - - (2)H.C.SIGN - �..� L. _ ALLOWED BUILDING COVERAGE 10,792 SF OR 20% UO TC(24.3) O� $ CL __ - PROPOSED 32 SF EXISTING LOT COVERAGE BC(23.8) CONCRETE PAD j O - I 16.0, i FOR 4'X 8'DUMPSTER DI DI c}+ PROPOSED 2016 SF _ \ ,, j ! \ ON GRADE CONCRETE PROPOSED / PROPOSED 6'H. W DESCRIPTION AREA % LOT COVERAGE TC(24.2) RELOCATED ___--WALKWAY ASPHALT HC HC :. , `" Z Q OLD CHURCH (APPROXIMATE ) 4,381 SF 8.1% PROJECT: SOLID WOOD SCREEN i O - SIGN -" 1: PARKING ,PROPOSED l WITH GATES 1 \ ( - BIKE RACK �-- EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% FIRST UNIVERSALIST L LOCATION 1 CHURCH O F 1 - r �- � � U EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% W PROPOSED FLUSH l O F-- J EXISTING SHEDS 438 SF 0.8% a TRAFFIC STRIPING PROPOSED ASPHALT PROPOSED HANDICAP 'I PRbPO Ep' CONCRETE CURB it • _ (/) m LAND N/F OF PROPO ED PARKING AREAS (2) 8'X 20'HANDICAP ? `i' {- TOTAL EXISTING COVERAGE 6,828 SF 12.7% SOUTHOLD AS REQUIRED BY NYSDOT ACCESSIBLE ROUTE , 50 ROUTE 25 LLC EXISTING 5"SQ.X H. 1v, J PAF�KING SPACES PROPOSED CONCRETE 1 CONCRETE CURB GRAt g z (23.9)X (15,575 fSF TOTAL) N N PROPOSER- WITH 8'X X10'ABLE CURBIIM 7)X LI O rl S.F. RESIDENCE HITCHING / EXISTING 7235 SF a- PROPOSED -6'H:WOOD (ON ASPHALT) PROPOSED 172 SF EXISTING FENCE O O PROPOSED LOT COVERAGE 51970 MAIN RD, GRAVEL PARKING AREA PROPOSED 95 SF DRIVEWAY TO BE REMOVED TED TO PUBLIC WAT POSTS CONCRETE_CURBING CONCRETE APRONS O SOUTHOLD NY 11971 -- - - + + + + +- L'- = DESCRIPTION AREA LOT COVERAGE TO BE REMOVED CONCRETE APRON GATE - - - ILA OSED 138 SF - PROP U EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% PROPOSED DRIVEWAY _____________ +_+ + �� ��+ + + + LLJ -�-- -+-+-, - -_ - /+ + _ _ \ + + + 'ISLAND IANPN (n DRAWING TITLE - - J - + + + + + + + + + ENTRANCE/CURB CUT --- Uw U EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% D AS PER NYSDOT PLAN BY 1 + EXISTING 184 SF 1 +++� + + + + \ _F a, PROPOSE - - CONDON ENGINEERING,P.C. TC 24.0 - -.,.+ + + ' D 276 SF,, ++ i-+ + PORCHES+STEPS ` Z W z PROPOSED CHURCH 3,967 SF 7.3% DATED JULY 6,2020 ) O N TO REMAIN 7) PROPOSED 'ISLAND'PLANTING \ 0 Z PROPOSED CHURCH COVERED PORCH 50 SF 0.1% BC(23.9) ASPHALT PARKING ? Z o PLANTING PROP. 16 SF (9 J U TOTAL PROPOSED COVERAGE 6,007 SF 11.1% SITE PLAN EX.GAS LINE O GRADE `J NS z PROPOSED TO BE - 2 : 20.0' o 3 1 C NCRETE ASPHALT PARKING RELOCATED\ W LKWAY AISLE TYP. _ Q APPROX.EX.WATER - _- - r`r r.- -' LINE LOCATION O EXISTING L # 1 DWELLING l? 5.0' _ PROPOSED FLUSH �2J w 22.0' `FOE:29.0 CONCRETE CURB o O AISLE o SCALE: w Epp._- PR POSED PROPOSED FLUSH EX: �ER W�REjO O1796 SF GRAVEL K to CONCRETE CURB E`EGt��g REED PA KING C�2 TRUE NORTH __ R POS ° �26J 2 RV10t6$1`86 SCALE: 1 " - 20'-0" } o - w GAS�SP�VE PROJECT t A W N 35.0' Pi4RKINd Z/1 PACES ° PROPOSEDI � W ? INFILTRATION AREA �c�'i NORTH 04f-EXISTING INP UP 2 �\ DRAWN BY: _ j \ / CHAINLINK 11.5' 20 10 0 20 40 PS �R D AgCyi ,'X(24.4) PLANTING O1� o�M X(24.4) FENCE --- - - -- -- --- --- --- - - - - -- - `�' (26.4)X 4i •a C� N74°50,O�,.W » il`.'I'. f . '„- ;1I C.'i`:C I_;,N 0 ' f �_ EXISTING CHECKED BY: N74050 00 W PROPOSED 4'H. 24'1.b4 4'-0"H. SCALE IN FEET WIRE MESH FENCELAND N/F OF CHAINLINK RMC (WITHIN HEDGE) 51750 ROUTE 25 LLC FENCE t S.F. RESIDENCE FILE NO. CONNECTED TO PUBLIC WATER - PROJECT NO. DRAWING NO. DATE: G-002 SITE PLAN 15/04/2021 50ALE: I "=20'-O" PROJECT ENGINEER: d gJE3T n c, Engineering&Construction Management General Notes. MODIFICATIONS THERETO)APPROVED SHOP DRAWINGS,SAMPLES,COLOR 4.WHERE EXISTING CONSTRUCTION OR ITEMS ARE REMOVED AND/OR de Bruin Engineering, P.C. SCHEDULES AND OTHER DATA PERTINENT TO THE PROJECT, DISTURBED FOR INSTALLATION OF NEW WORK,CAUSING THE EXPOSURE OF 11 Union Avenue Bethpage New York 11714 SHEET INDEX UNFINISHED ANDtOR DAMAGED SURFACES,RESULTING SURFACES SHALL BE 516.513.1313 "516.579.2574 Fax 1.WHEN USED IN THE CONTRACT DOCUMENTS,THE TERM'CONTRACTOR` 4.MEAN'S OF EGRESS:ALL EXISTING MEANS OF EGRESS FOR OCCUPANTS OF RECONSTRUCTED WITH FINISHED MATERIALS TO MATCH ADJACENT FINISHED SERIES DWG NO. CONTENTS SHALL BE UNDERSTOOD TO MEAN THE GENERAL CONTRACTOR AND HIS THE BUILDING ARE TO BE MAINTAINED CLEAR AND FREE OF ALL AREAS AS PART OF THIS CONTRACT. SUBCONTRACTORS, OBSTRUCTIONS,SUCH AS BUILDING MATERIALS,TOOLS,ETC, GENERAL G-001 TITLE SHEET S.PATCH EXISTINGAND NEW CONSTRUCTION DAMAGED ASA RESULT OF THE It is a violation of Section 7209 of the 2.ALL CONTRACTORS SHALL VISIT AND EXAMINE THE JOB SITE,AND FAMILIARIZE 5.FIRE SAFETY:ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION SITE WORK OF THIS CONTRACT. New York State Education Law for any THEMSELVES WITH THE EXISTING CONDITIONS PRIOR TO 810 SUBMISSION_THE ANDJOR IN ANYAREA OF BUILDING ARE TO BE SECURED IN A LOCKED AREA. G-002 SITE PLAN CONTRACTOR SHALL CAREFULLY EXAMINE THE PREMISES BEFORE ACCESS TO SUCH AREAS IS TO BE CONTROLLED BY OWNER ANWOR GENERAL 6.REMOVE AND REPLACE EXISTING ANDIOR NEW CONSTRUCTION TO PROVIDE person, unless he is acting under the SUBMITTING A BID PROPOSAL.LATER CLAIMS FOR WORK OR FOR CONTRACTOR. FOR INSTALLATION OF PHASED WORK OR IMPROPERLY TIMED WORK_REMOVE direction of a licensed professional G-003 GENERAL NOTES DIFFICULTIES,WHICH COULD HAVE BEEN FORESEEN,HAD AN EXAMINATION engineer, to alter any item on this AND REPLACE DEFECTIVE WORK OR WORK THAT DOES NOT CONFORM TO THE drawing g G-004 BUILDING CODE INFORMATION BEEN MADE.WILL NOT BE RECOGNIZED. 6.DUST CONTROL:DEBRIS,DIRT,AND DUST TO BE KEPT TO A MINIMUM.AND BE CONTRACT DOCUMENTS. drawingy y.altered under the direction of a in is CONFINED TO THE IMMEDIATE CONSTRUCTION AREA.AND CLEANED UP AND 3.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CLEARED FROM THE BUILDING PERIODICALLY TOAVOID AND EXCESSIVE 7.MATERIALS FOR REPLACEMENT,REPAIRING,PATCHING„RE-BUILDING, professional engineer, the altering G-005 A.N.SI. ACCESSIBILITY NOTES and DETAILS CERTIFICATES OF INSURANCE WITH THE APPLICABLE DEPARTMENTS.OBTAIN ACCUMULATION. RESTORATION AND SIMILAR TYPE WORK SHALL CONFORM TO APPLICABLE engineer shall affix his seal to the G-006 A.N.SI. ACCESSIBILITY NOTES and DETAILS ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY GOVERNING SPECIFICATIONS FOR NEW MATERIALS AND WORK. drawing with the notation "altered by" AGENCIES. 7,NOISE AFTER HOURS,CONSTRUCTION OPERATIONS SHALL BE CONFINED TO followed by his signature, the date of G-007 A.N.SI. ACCESSIBILITY NOTES and DETAILS NORMAL WORKING HOURS 8:00 AM TO 5:1)0 PM,MONDAYS THROUGH FRIDAYS. 8.WHERE EXISTING MATERIAALSANDIORINSTALLATIONS ARE NOT SPECIFIED, alteration, and a specific description 4.ALL ITEMS,MATERIALS,AND CONSTRUCTION WORK INDICATED ON DRAWINGS NORMAL LEGAL HOLIDAYS AND PRIOR AUTHORIZED OVERTIME OR PREMIUM SUCH MATERIALS SHALL MATCH EXISTING AND CONTIGUOUS MATERIALS TO of the alteration. ARCHITECTURAL A-101 FOUNDATION PLAN ARE NEW UNLESS INDICATED'EXISTING". TIME WORK. THE GREATEST EXTENT POSSIBLE,INCLUDING BOTH VISIBLE AND CONCEALED --- ---- -- - -- ---- CONSTRUCTION MATERIALS. A-102 FIRST FLOOR PLAN S.COMPLY WITH APPLICABLE LAWS,ORDINANCES,RULES,REGVLATIONSAND 8,CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION FOR THE SAFETY WATER,OR ELECTRICAL SERVICES TO OTHER OCCUPANTS OF THE BUILDING. 9.INSPECT ALL EXISTING CONSTRUCTION FOR POSSIBLE MOVEMENT OR A-103 ATTIC FLOOR PLAN OF PERSONS AND PROPERTY,PROTECTING THEM FROM DAMAGE.INJURY OR DAMAGE DURING CUTTING OR REMOVAL PROCEDURES.AFTER CUTTING AND _ LOSS.ERECT AND MAINTAIN SAFEGUARDS NECESSARY FOR SAFETYAND PROJECT COORDINATION: REMOVAL WORK,INSPECT CONDITIONS AFFECTING INSTALLATION OF NEVW A-104 ROOF PLAN PROTECTION,INCLUDING FENCES,RAILINGS,BARRICADES,LIGHTING, PRODUCTS. POSTING OF DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS.THE 1.PROGRESS MEETINGS;COORDINATION MEETINGS AND PREINSTALLATION A-105 FIRST FLOOR REFLECTED CEILING AND POWER AND LIGHTING PLAN CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING,MAINTAINING CONFERENCES ARE TO BE SCHEDULED PRIOR TO THE START OF 10. IFAFTER CUTTING AND REMOVALS,REMAINING CONDITIONS ARE DEFECTIVE, AND SUPERVISING ALL SAFETY MEASURES IN CONNECTION WITH THE CONSTRUCTION. UNSATISFACTORY,OR UNACCEPTABLE TO PROPERLY RECEIVE PATCHING,OR A-106 ATTIC REFLECTED CEILING PLAN PROJECT, TO PROPERLY SERVE ITS INTENDED PURPOSE,REMOVE SUCH MATERIALS TO 2.COORDINATE CONSTRUCTION ACTIVITIES TO ASSURE EFFICIENTAND ORDERLY THE EXTENT NECESSARY TO REACH ACCEPTABLE CONDITIONS.PROCEED WITH A-201 SECTION A-A;SECTION B-B, 6.ALL WORK SHALL BE IN ACCORDANCE WITH ALL GOVERNING LOCAL INSTALLATION OF EACH PART OF THE WORK.COORDINATE CONSTRUCTION PATCHING AS NECESSARY TO COMPLETE ALL REMOVED WORK, AUTHORITIES.CODES,AND REGULATIONS AND ANYTHING SHOWN ON THESE OPERATIONS INCLUDED UNDER DIFFERENT SECTIONS OF THE SPECIFICATIONS A-202 SECTION C-C;SECTION D-D CONTRACT DOCUMENTS NOT IN ACCORDANCE WITH THESE RULES ACID THATARE DEPENDENT UPON EACH OTHER FOR PROPER INSTALLATION, 11,DO NOT PROCEED WITH ANY FURTHER REMOVALS,PATCHING OR REPAIRING REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT CONNECTION,AND OPERATION. WORK IF UNSAFE CONDITION EXISTS. A-203 SECTION E-E;SECTION F-F BEFORE PROCEEDING WITH ANY WORK. REVISIONS DATE 3.WHERE INSTALLATION OF ONE PART OF THE WORK IS DEPENDENT ON 12,WHERE ALTERATIONS CUTTING OR REMOVALS EXPOSE DAMAGED SURFACES A-204 SECTION G-G;SECTION H-H 7.DETAILS AND NOTATIONS OF DRAWINGS ARE INTENDED TO INDICATE TYPICAL INSTALLATION OF OTHER COMPONENTS,EITHER BEFORE OR AFTER ITS OWN OR MATERIALS CAUSED BY SUCH ALTERATIONS OR REMOVALS.SUCH CONDITIONS AND REQUIREMENTS.ALL VARIATIONS AND FIELD CONDITIONS INSTALLATION.SCHEDULE CONSTRUCTION ACTIVITIES IN THE SEQUENCE SURFACES OR MATERIALS SHALL BE REFINISHED OR REPLACED AS A-301 WESR ELEVATION;SOUTH ELEVATION ARE NOT NECESSARILY INDICATED ON DRAWINGS.PRIOR TO START CF WORK, REQUIRED TO OBTAIN THE BEST RESULTS, NECESSARY TO MAKE CONTINUOUS AREAS UNIFORM, CONTRACTOR SHALL EXAMINE ALL EXISTING AND NEW CONDITIONS AND A-302 NORTH ELEVATION; EAST ELEVATION REQUIREMENTS,IDENTIFYAND COORDINATE WHERE MINOR.VARIATIONS ARE 4.WHERE EXISTING FURRING(OR OTHER WALLS BUILT UNDER A PREVIOUS 13.%AIHERE WEAKENED BY CUTTING,REINFORCE WORK AS NECESSARY TO NECESSARY TO PROPERLY COMPLETE THE WORK,AND EXECUTE SAME AT NO RENOVATION)ARE REMOVED FROM EXISTING WALLS TO REMAIN,REMOVE ALL RESTORE ORIGINAL INTEGRITY. A-401 MEETING ROOM INTERIOR ELEVATION A EXTRA COST TO OWNER.DURING THE CONSTRUCTION PERIOD,THE UNDERLYING PROTRUSIONS(I.E.BASE,CHAIR RAIL,WINDOW TRIM,DOOR TRIM, ARCHITECT MAY FURNISH SUPPLEMENTARY DRAWINGS,DETAILS.DIMENSIONS, AND OTHER ORIGINAL BUILDING FINISHES)WHICH INTERFERE WITHTHE 14,RE-BUILD AND PATCH EXISTING HOLES,CHASES,AND PENETRATIONS A-402 MEETING ROOM INTERIOR ELEVATION B CLARIFICATION SKETCHES,OR INSTRUCTIONS AS DEEMED NECESSARY BY THE INSTALLATION OF NEW WORK. RESULTING FROM REMOVED EQUIPMENT OR CONSTRUCTION. ARCHITECT. A-403 MEETING ROOM INTERIOR ELEVATION C 5.PREPARE AND SUBMIT COORDINATION DRAWINGS WHERE CLOSE AND CAREFUL 15.GENERAL CONSTRUCTION WORK IS REQUIRED IN VARIOUS PORTIONS OF THE 8.THE FURNISHING OF SUCH DATA SHALL NOT BE GROUNDS FOR THE COORDINATION IS REQUIRED FOR INSTALLATION OF PRODUCTS AND MATERIALS BUILDING AS NECESSARY TO EXECUTE MECHANICAL,ELECTRICAL,FIRE A-404 ENTRY VESTIBULE INTERIOR ELEVATIONS CONTRACTOR TO MAKE ACLAIM FOR EXTRA COMPENSATION, FABRICATED OFFSITE BY SEPARATE ENTITIES,AND WHERE LIMITED SPACE PROTECTION,AND PLUMBING WORK INDICATED IN PLANS,DIAGRAMS AND AVAILABILITY NECESSITATES MAXIMUM UTILIZATION OF SPACE FOR EFFICIENT SPECIFICATIONS.ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS. A-405 RESTROOM INTERIOR 20 ELEVATIONS;CHANCEL INTERIOR ELEVATIONS 9.ALL NEW MECHANICAL,ELECTRICAL AND PLUMBING WORK SHALL BE INSTALLATION OF DIFFERENT COMPONENTS. GENERAL CONSTRUCTION IS REQUIRED IN THESE AREAS,CONSISTING OF CONCEALED WITHIN EXISTING OR NEW CONSTRUCTION,UNLESS OTHERWISE REMOVAUREPLACEMENT OF CEILINGS,WALLS,FINISHES AND OTHER A-406 VESTRY INTERIOR ELEVATIONS_RESTROOM 18 INTERIOR ELEVATIONS NOTED, 6, COMPLY WITH REQUIREMENTS CONTAINED IN SECTION-SUBMITTALS". CONSTRUCTION.AS NECESSARY TO PERFORM WORK AND RESTORE FINISHED ISSUED T0: x SPACES TO ORIGINAL CONDITION.CONTRACTORS SHALL INCLUDE COST FOR A-407 MINISTERS OFFICE INTERIOR ELEVATIONS 10.ALL MATERIALS.PRODUCTS AND EQUIPMENT SHALL BE INSTALLED IN 7.REFER TO MECHANICAL REQUIREMENTS,AND ELECTRICAL REQUIREMENTS FOR ALL SUCH WORK IN BASE BID. ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFIC COORDINATION DRAWING REQUIREMENTS FOR MECHANICAL AND TOWN OF SOUTHOLD PLANNING 4-1-22 A-408 ADMIN OFFICE INTERIOR ELEVATIONS;ACCESSIBLE RESROOM INTERIOR ELEVATIONS RECOMMENDATIONS UNLESS MORE STRINGENT REQUIREMENTS ARE ELECTRICAL INSTALLATIONS, 16, FIRE-STOPALL EXISTING AND NEW PENETRATIONS.HOLES,AND CHASES THROUGH FLOOR STRUCTURE WITH A NON-COMBUSTIBLE MATERIAL TO A-409 LOBBY OFFICE INTERIOR ELEVATIONS INDICATED IN THE CONTRACT DOCUMENTS, CONTRACTORS FOR MEETING 1 1-11-23 _ 8.REQUIRE THE INSTALLER OF EACH MAJOR COMPONENT TO INSPECT BOTH THE MAINTAIN THE INTEGRITY AND FIRE SEPARATION REQUIRED PER CODE.THIS A-410 SMALL GATHERING ROOM INTERIOR ELEVATIONS 11.THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL,STATE AND NATIONAL SUBSTRATE AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED,DO ESPECIALLY APPLIES TO REMOVALS OF EXISTING LIGHTING AND OTHER TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 BUILDING CODES FOR ALL CONSTRUCTION WORK.THE CONTRACTOR SHALL NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN SYSTEMS FROM EXISTING CEILINGS OR SLABS, A-411 KITCHEN INTERIOR ELEVATIONS OBTAIN ALL BUILDING PERMITS WHICH ARE NECESSARY TO CONISTRUCTALL AN ACCEPTABLE MANNER.PRIOR TO THE INSTALLATION OF NEW FINISHESALL ASPECTS OF THIS PROJECT.THE COSTS OF OBTAINING PERMITS SHALL BE COATINGS,ADHESIVES,PROTRUSIONS,IRREGULARITIES,LOOSE PLASTER, SUBMITTALS A-501 DETAILS 1 INCLUDED IN THE BID, PEELING PAINT,ANDALL OTHER EXTRANEOUS MATERIALS. 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE A-502 DETAILS 2 12.THE CONTRACTOR SHALL ENSURE THATALL PLUMBING,ELECTRICAL. 9.COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SCHEDULE FOR SUBMITTAL OF SHOP DRAWINGS AND SAMPLES WITH HIS MECHANICAL.AND FIRE CONTROL WORK IS PERFORMED BY PERSONS RECOMMENDATIONS,TO THE EXTENT THAT THOSE INSTRUCTIONS AND PROGRESS SCHEDULE AND THE REQUIREMENTS OF THE CONTRACT A-503 DETAILS 3 LICENSED IN THEIR TRADES AND THAT ALL REQUIRED INSPECTIONS ARE SIGN- RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN REQUIREMENTS SCHEDULE,AND SUBMITA COORDINATED SCHEDULE OF SUBMISSION OF ALL OFFS ARE OBTAINED. CONTAINED IN CONTRACT DOCUMENTS, SHOP DRAWINGSAND SAMPLES TO THE ARCHITECT. A-504 WALL SECTIONS 13,THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE 10.INSPECT MATERIALS OR EQUIPMENT IMMEDIATELY UPON DELIVERYAND AGAIN 2.ALL SHOP DRAWINGS SHALL BE THOROUGHLY CHECKED BY THE CONTRACTOR A-505 SEALING DETAILS WITH THE LOCAL GOVERNING AUTHORITIES,PAY ALL FEES,OBTAIN ALL PRIOR TO INSTALLATION. REJECT DAMAGED AND DEFECTIVE ITEMS, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS BEFORE SUBMITTING PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY LOCAL THEM TO THE ARCHITECT AND SHALL BEAR THE CONTRACTOR'S STAMP OF A-506 ENERGY CODE DETAILS AGENCY IN ORDER TO THE WORK HEREIN DESCRIBED, 11.PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS NECESSARY APPROVAL CERTIFYING THAT THEY HAVE BEEN SO CHECKED.ANY SHOP FOR SECURING WORK,SECURE WORK TRUE TO LINE AND LEVEL.ALLOW FOR DRAWINGS SUBMITTED WITHOUT THIS STAMP OF APPROVALAND A-601 FINISH SCHEDULE; DOOR SCHEDULE 14. DURING THE COURSE OF THE WORK.SHOULD ANY CONFLICT BE FOUND IN OR EXPANSION AND BUILDING MOVEMENT. CERTIFICATION,AND SHOP DRAWINGS WHICH,IN THE ARCHITECT'S OPINION, BETWEEN DRAWINGS AND SPECIFICATIONS,THE ARCHITECT SHALL BE THE ARE INCOMPLETE.CONTAINS ERRORS OR HAVE NOT BEEN CHECKED,OR ONLY A-602 ELECTRICAL LIGHTING SCHEDULE SOLE JUDGE AS TO WH?CH PROVISION PREVAILS.THE CONTRACTOR SHALL BE 12.INSTALL EACH COMPONENT DURING WEATHER CONDITIONS AND PROJECT CHECKED SUPERFICIALLY,WILL BE RETURNED UNCHECKED BY THE ARCHITECT DEEMED TO HAVE ESTIMATED BASED ON THE MOST EXPENSIVE WAY OF DOING STATUS THAT WILL ENSURE THE BEST POSSIBLE RESULTS.ISOLATE EACH PART FOR RE-SUBMISSION BY THE CONTRACTOR. A-603 SPECIFICATIONS 1 THE WORK,THE MORE STRINGENT PROVISIONS THE BETTER QUALITY AND OF THE COMPLETED CONSTRUCTION FROM INCOMPATIBLE MATERIAL AS GREATER QUANTITY OF WORK. NECESSARY TO PREVENT DETERIORATION, 3.NO WORK SHALL BE FABRICATED,MANUFACTURED,OR INSTALLED FROM SHOT' A-604 SPECIFICATIONS 2 DRAWINGS STAMPED"REVISE AND RESUBMIT'OR"REJECTED',AND SUCH HANDICAPPED ACCESS NOTES 13.COORDINATE TEMPORARY ENCLOSURES WITH REQUIRED INSPECTIONS AND SHOP DRAWINGS SHALL BE CORRECTED AND RESUBMITTED BY THE STRUCTURAL S-1 NOTES AND SPECIFICATIONS TESTS,TO MINIMIZE THE NECESSITY OF UNCOVERING COMPLETED CONTRACTOR UNTIL ACCEPTED BY THE ARCHITECT. PROJECT: - --- 1.PROPOSED WORK TO COMPLY TO THE GREATEST PRACTICABLE EXTENT WITH CONSTRUCTION FOR THAT PURPOSE. S-2 FOUNDATION PLAN APPLICABLE REQUIREMENTS OF ALL LOCAL LAWS,BUILDING CODES,AND ANSI 4,ALL SHOP DRAWINGS AND SAMPLES SHALL BE MARKED TO INCLUDE ALL FIRST UN1VERSALIST 117.1 FOR HANDICAPPED ACCESS. 14,DURING HANDLING AND INSTALLATION,CLEAN AND PROTECT CONSTRUCTION IN PERTINENT INFORMATION REGARDING THE ITEM SUBMITTED, INCLUDING BUT S-3 FIRST FLOOR FRAMING PLAN PROGRESS AND ADJOINING MATERIALS IN PLACE.APPLY PROTECTIVE COVERING NOT LIMITED TO THE CONTRACTOR, SUB-CONTRACTOR,TESTING DATA,ETC. CHURCH O F - - - 2,PROPOSED ACCESSIBLE TOILET FACILITIES TO HAVE FIXTURES AND CLEAR WHERE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION SOUTHOLD S-4 !!ATTIC FRAMING PLAN FLOOR SPACE AS REQUIRED PER ANSI 117.1 4.15,4.16,AND 4.19. AT SUBSTANTIAL COMPLETION. 5.SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL:FOR ALL TRADES,ALL SUBMITTAL DOCUMENTS ARE TO BE SUBMITTED TO THE S-5 ROOF FRAMING PLAN 3.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE 15.DELIVER ALL MATERIALS TO THE INSTALLATION SITE IN THE MANUFACTURER'S ARCHITECT IN PDF FORMAT,INCLUDING DRAWINGS,CUT SHEETS, - - ---- - HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING OF ORIGINAL PACKAGING.PACKAGING SHALL CONTAIN MANUFACTURER'S NAME, INSTRUCTIONS AND OTHER DOCUMENTS, 51970 MAIN RD, S-6 STRUCTURAL DETAILS THE WRIST PER ANSI 117.1 SECTION 4.27. PRODUCT NUMBER,AND OTHER RELATED INFORMATION.INSPECT SOUTHOLD,M N D, 1971 S-7 STRUCTURAL DETAILS 4,ACCESSIBLE ROUTES TO BE PROVIDED BETWEEN FACILITIES PROVIDING A COMPONENTS UPON DELIVERY FOR DAMAGE. 6,MANUFACTURER'S LITERATURE OR OPERATION MANUALS TO THE ARCHITECT MINIMUM OF 32"WIDTH AT DOORWAYS,AS PER ANSI 117.1 SECTION 4.13.ALL 16.STORE ALL PROJECT COMPONENTS STAGED FOR INSTALLATION, INAMANNER FOR ACCEPTANCE:THIS INFORMATION IS TO BE SUBMITTED IN PDF FORMAT. DRAWING TITLE: S-8 STRUCTURAL DETAILS DOOR HARDWARE SHALL COMPLY WITH ANSI 117,1 SECTION 4.13.9, TO PROTECT THOSE COMPONENTS FROM DAMAGE,DETERIORATION AND 7.ALL SAMPLES SHALL BE SUBMITTED IN TRIPLICATE OF SUFFICIENT SIZE TO THRESHOLDS SHALL COMPLY WITH SECTION 4,13,8. THEFT. INDICATE GENERAL VISUAL EFFECT SHALL BE SUBMITTED.WHERE SAMPLES ELECTRICAL E-1 FIRST FLOOR PLAN MUST SHOti"dA RANGE OF COLOR,TEXTURE,FINISH,GRAINING.OR OTHER E-2 ATTIC PLAN-- - - S,A CLEAR FLOOR SPACE OF 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN 17.USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS BEFORE,DURING SIMILAR PROPERTY,THE CONTRACTOR SHALL SUBMIT SETS OF PAIRS LIST OF DRAWINGS ; FRONT OF THE SINK ALLOVANG A FORWARD APPROACH AS PER ANSI 117,1 AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND ILLUSTRATING THE FULL SCOPE OF THE RANGE, E-3 CRAWL SPACE PLAN SECTION 4'34. MATERIALS OF ALL OTHER TRADES.IN THE EVENT OF DAMAGE,IMMEDIATELY GENERAL NOTES MAKE ALL.REPAIRS AND REPLACEMENTS NECESSARY. INTEGRATED DRAWINGS E-4 FIRST FLOOR PLAN LIGHTING 6.A SINK AND SURROUNDING COUNTER OF 30 INCHES IN WIDTH WILL BE PROVIDED WITH A COUNTER OF 34 INCHES IN HEIGHT,ROUGH-IN PLUMBING 18,CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS FREQUENTLYAS 1.THE HVAC SUBCONTRACTOR SHALL PREPARE A DRAWING OR DRAWINGS E-5 ATTIC PLAN LIGHTING SHALL BE LOCATED TO ACCEPT CONNECTIONS OF SUPPLY AND DRAIN PIPES NECESSARY THROUGH THE REMAINDER OF THE CONSTRUCTION PERIOD. SHOWING DUCT WORK,HEATING AND SPRINKLER PIPING_THIS DRAWING FOR SINKS MOUNTED AT THE HEIGHT OF 28 INCHES.NO BASE CABINETS ADJUST AND LUBRICATE OPERABLE.COMPONENTS TO ENSURE OPERABILITY SHALL INCLUDE LOCATION OF GRILLES,REGISTERS,ETC.,AND ACCESS DOORS E-6 ELECTRIC RISER DRAWING SHALL BE INSTALLED BELOW FULL 30 INCH FRONTAGE OF THE COUNTER,AND WITHOUT DAMAGING EFFECTS. IN HUNG CEILINGS.LOCATIONS SHALL BE FIXED BY ELEVATIONS AND SCALE: A CLEAR FLOOR SPACE OF 30 INCHES BY 48 INCHES SHALL ALLOW A FORWARD DIMENSIONS FROM COLUMN CENTERLINES ANDIOR WALLS_ MECHANICAL M-1 FIRST FLOOR PLAN APPROACH TO THE COUNTER. 19_SUPERVISE CONSTRUCTION ACTIVITIES TO ENSURE THAT NO PART OF THE CONSTRUCTION COMPLETED OR IN PROGRESS,IS SUBJECT TO HARMFUL, 2.EACH SUBCONTRACTOR SHALL ENTER HIS OWN WORK ON THE HVAC A S SHOW N M-2 ATTIC PLAN 7.A CLEAR FLOOR SPACE A MINIMUM OF 30 INCHES BY 48 INCHES IS PROVIDED DANGEROUS,DAMAGING.OR OTHERWISE DELETERIOUS EXPOSURE DURING THE SUBCONTRACTOR'S DRAWING,WHICH SHALL BECOME THE MASTER OR _ FOR APPROACH TOALLAPPLIANCES IN KITCHEN ROOMS. CONSTRUCTION PERIOD. INTEGRATED DRAWING.THE MASTER DRAWING SHALL BE SIGNED BY EACH M-3 ATTIC DUCT PLAN CONTRIBUTING SUBCONTRACTOR TO INDICATE HtiS ACCEPTANCE OF THE 8.ALL AUDIBLE AND VISUAL ALARMS SHALL COMPLY WITH ANSI 1171 SEC'ION CUTTING AND PATCHING ARRANGEMENT OF THE WORK.ALL DRAWINGS TO BE SUBMITTED TO THE M-4 CRAWL SPACE DUCT PLAN 4'26' ARCHITECT IN PDF FORMAT. 1.PRIOR TO CUTTING OR REMOVALS,PROVIDE SHORING,BRACING,AND M-5 SPECIFICATIONS JOB SITE ADMINISTRATION SUPPORTS AS REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE 3.EACH SUBCONTRACTOR SHALL PREPARE HIS SHOP DRAWINGS IN DRAWN BY: _ ------ PROJECT.PRIOR TO RESTORING WORK,PROPERLY PREPARE EXISTING ACCORDANCE WITH THE INTEGRATED DRAWINGS.NO WORK WILL BE ED Fl " PLUMBING P-1 SITE PLAN 1,AT ALL TIMES,CONDUCT OPERATIONS AT THE JOB SITE IN SUCH A MANNER SO SURFACES TO RECEIVE NEW MATERIALS SUCH AS TO PROVIDE A PROPER PERMITTED WITHOUT APPROVED SHOP DRAWINGS. PS ' � t,�, C I Cy AS NOT TO ENDANGER,OR INTERFERE WITH OCCUPANTS OF OCCUPI--D BOND OR JOINING. �•;,- P-2 FIRST FLOOR PLUMBING PLAN AREAS.ADJOINING BUILDINGS OR PROPERTIES,OR THE PUBLIC, 4,EXISTING UTILITIES,SERVICES,MECHANICAL,ELECTRICAL AND PLUMBING [J =�r, �9 �� C) CHECKED BY: �' � . ,�• I �, �1 2.COORDINATE THE WORK OF ALL TRADES AFFECTED BY CUTTING AND '` <f�.•. P-3 CRAWL SPACE PLUMBING PLAN 2.CONFINE OPERATIONS AT THE SITE TO AREAS UNDER CONSTRUCTION. PATCHING OPERATIONS. RMC -------_-_ -- PORTIONS OF THE SITE BEYOND AREAS OF CONSTRUCTION ARE NOT TO BE �� Y / P-4 RISER DRAWINGS DISTURBED. 3.CUTAND PATCH EXISTING WORK TO REMAIN,AND NEW WORK AS NECESSARY ;j TO COMPLETE THE WORK OF THIS PROJECT,WHETHER SHOWN ON DRAWINGS FILE N0. �Vr,� 3.MAINTAIN AT THE JOB SITE,A COMPLETE AND CURRENT SET OF CONTRACT OR NOT, INCLUDING MECHANICAL,PLUMBING,AND ELECTRICAL TRADES. DOCUMENTS(INCLUDING ANY ADDENDA,CHANGE ORDERS,AND PROJECT NO. dG NO. 6299 DATE: G-003 67E'I ERAL NO"1"FS 12/16/2020 5C,ALE: AS SHOWN TABLE 603.13 NOTE: THIS BUILDING IS DESIGNED UNDER NYS IMTEMORWALL AND CEILING FINISH REQUIREMENTS AT OCCUPANCN PROJECT ENGINEER: KLnED BUILDING CODE 2020 SPR ComidD -ralNOWINoe,14 camlean,na camMan ane B U I LD I N C CODE INFORMATION GROUP nWbretl ea+w•y. Roomfand Inerimnm•tabra„•rid Roomaane onure Moan an.-na for--, ana r.mw,r,a Ndt mlrw.y. ar,eloaaa r.mPe,M sat «rice x,xway. ar,ewaaa Pasa•aa•+YaeY apatef Waeg<s,aYa•a apaceaa ana mmPa ana ramps A-1 L M2 a B C A Aa w A-Y,AAA-5 B B c A Pa c nRE CODE SECTION 906 - PORTABLE R I INGUISHERS CI Engl i If Conslrucfion Management LIFE SAFETY INFORMATION IS,LM,1-1 a c- c A B [ R� ° f c A B a I'OFTABtE FIRE EXTINGUISHERS BUILDING DATA F c c c a c c o C•GUPAt6CY CEA551IFFCATIOIN(�EcT10Pt 302) N B a c• A A a 1 I EFtF REfi111RF37.P1QPZrA81 1c11�F Ecr1NGUISNe s S+LBJ L el AN9TALLt37 M d e Bruin Engineering, P.C. ?�►'��T�'"YY�` ,`C 11 Union Avenue Bethpage New York 11714 " ° c c A ° I I f 516.513.1313 516.579.2574 Fax AS PER 303.4 ASSEMBLY GROUP A-3-PLACES OF RELIGIOUS WORSHIP F2 a ° ehI A A a Ar1171N ALJ_ B Py P,NN,I,}�R-1 R•2 -4 ARu 5 CX.GL!'Mr, SAFETY 6L-AZIN6 RAMC IR12vI1ENT5 As per 602.5-THIS BUILDING IS CLASSIFIED AS A TYPE V a h3 A a c A A ° ALL 6LAZINS IN HAZARDOUS L.OGATION5 15 RSMI IED TO Be OF SAFETY 6LAZR•66 �V eINrrA�L�L SRROI P oil 15 AND Es OGCUIPAuNke-e�S�FSci11�F�ia�THROU911-TOUT MAGT�E�RIA+fL.�./�G SFTSFIC 175E&RDW 6RJOU71-11 H ° B BhI A A ° Ya 11 IIT- W6FO E s p4sa ft FIRE EXT NsuiJlW so N.L Ee RIEG VI tEp SEC.L1w1 SET5M1C,1x5161 CATrISORr 15 R.2 c c c a B c YJ ' �hot`spYinkleked) +-OCA71 -55G•240152 It is a violation of Section 7209 of the WIND EXPOSURE B- 120 MW 1 NIPV ZONE OM 5TRUGTURAL INFO 56-lEET5) t.6L.AZIN6 IN 5N+NRILSING DOORS EXCEPT`JALOU54ES. R-3 c c c c c c 2 WiFNN'JO 1'gT ItUI44 I'•IW OF GC.N4 .IAL C.IDt71C1116 EfiAPFEiT. 2.15LAZFNEP IN FIXED AND 5L.1DlN9 PANELS OF 51.Ir71FfE3 PATIO DOOR AS6EHtBLIP5 New York State Education Law for a n y FIRE HAZARD CLAS&FVAIIUN (SECTION 500 LOW HAZARD : c c c B B c g,*'A VAS,HIERE]P AW.110 E OR COM MTIEIL.E L"AC S ARE STORED,LISM OR AND PAN13-5 IN SLIVINO AND BIF=OLD CLOSET DOOR A LIFE person, unless h e is acting under t h e No�n�nt "° ,.'�°^, 3.ISLAI IN 5TORM DOORS. - NYdirection Of a licensed professional EPG 4132 C. ATT1G,WIPM-RDOR AND CJHGEAjW SPAOFS.ATTIC,ItHX t-fiOOR AND 4.6LAZINFi IN ALL UJFRALvD 54JINvN6 DOORS. SPACES U19W FOR STORASE CF COLE MATERIALS SI&L HE PRDITECTHD ON THE SToty61E 4.CN Efii H KDOR OF 5'IRUG7LRE'S WMR COW7ralGT10H,E CETT S§UX P R-a 5.,SL.AZINe Id DOORS AND ENGLOSURFf,FOR HOU'TUEG,WHIRLP0015,Skk"S, engineer, to alter any item on this 549E AS RE 2�Ta i7 FOR 1.61MR F1;ZE�STASY.E-RA'ffD CAO 51 WTM OPENR155 516ALL 1� For SI:1 xHh•25.4mm t Square E 0GIpJPANNC<IE55 IN,4GCd;ZOA4iGE NTH FI4153. STEAM ROOMS,BATHTUBS AND SHOWLF25-imAZtI'NtS IN ANNY PORTION OF A PRg7TE-CTL'D Br 065181491LI115 71AT AM fo�ilHl9 All ARE OF NO NCOH11J5TRIE C.O15TiaLC110N a.Class c Interior flnlsh materials shall be permitted for wainscoting or paneling of not more than 1,000 square feet of applied aul LDING NAf..L E1161Ol THESE CCA FMIEW5 Wl";M THE BOTTOM drawing in any way. If the drawing is OR5OUDL•1"GOFRE NOT LE55THM1304IlA(451'9'1)AN1HICICICE& surrom area in the grade lobby where applied difectly to a r-oombustible,bast oir tPrea furring strips Applied to a 5-y;E3ZE W7}ESVr-TK*I5KOICe,TEDIN TABLE Fg0161. noncombustible base and fireblocked as required by Seaton 803.15.1. altered under the direction o f a TABLES 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE AND 504.4 ALLOWABLE NUMBER OF E '�XEI> t�15 OPELESSRABLE THAN bo IWAIM JA ABOVE A STANDING SURFACE. professional engineer, the altering b.h other Man Group l3 occupancies h Ouxtlings kss than throe stories above grade plane,Qan B interior finish fd fi.£7L..a4Z11'115 IN FIXED OR OSE PAINE'T-.5 ADJACENT TO A DY'74R Y�liE3�T}i'1= p 9 g 'STORIES ABOVE GRADE PLANE AND 506.2 ALLOWABLE AREA FACTOR(At=NS,S1,S13R,S13D OR SM,as nornprinildeed buildings and Clan C Interior finish for sprInIdered buildings shall be permRsed In interior nit stal,waw and FII FJ45T11LtA5HPRNOTCSa !.F r�61�Ftp EI2T1fiElA m BE INSTALLED i47H NEAREST EXPOSHD EDGE OF THE OLAZINe 45 W!'FFHN A 21-4W-H ARC OF engineer shall affix his seal to the APPLICABLE)IN SQUARE FEET amps. ERAGKLTS ORNAIIISe 5SPMIED 4 IN ACCOFIAAW-a NTHMAJIU' 111f��5f�fh.7 EITHER����'A ECCE OF TW r�IN A C ���f'� 7W drawing with the notation "altered b " c Requirements for rooms andancklsed spaces shall be based on spaces enclosed by partitions.Where a fire-resistance rating is F:.XTI�HOT ERC• A/3I7OW PC-14W OF 40 PA�CY5�L SE INSTALLED SO BOTTOM E D EPSP OF THE 04,AZINS 6 L E-55 THAW 60 INGHE9 ABODE THE 9 Y RAYJK1tM614rOr-F3UILDfR415 50'-0"-2 STORY MAX11tHALLOWABLE AREA 11,500SF required for structural elements,theendosingpartitionsshallextendfromthefloortotheceliing,Partitionsthatdonotcomply THATITS TOP 15HOT MCFMTOM 5'-0•A.FF_ETINWITAR5D,EElORNS40IPOUHIiP SHALL BE WALKINGSURFAeCF- followed by his signature, the date of with this shall be considered to be enclosing spaces and the rooms m spaces on both sides shall be comldered to be one room Or IhISVILLPD r.+'O THAT 1T5 TOP t5 NOT MORE THAN 5'-6a AP.M.CLEAP a.NGE EIFTIPil i THE FLOOR FXCEPTION• PANELS WI$EIRE THERE I5 AN INTERVIININ6 HALL OR OTHER EULDIN6155PRIW1 BUILDING IS NOT SPRINKLERED space.In determining the applicable requirements for rooms And enclosed spaces,the specific occupancy thereof shall bethe AND THIEBOTTOM OFWyTALLEI>1404111EiC11 %LS*BZ5AFyN1N51TWLESS THAN FURM rrBARRIER BETHEE,THE DOOR,al,> 6LAZIN& alteration, and a specific description governing factor regardless of the group classtAotbn of the building or structure. " '• 7.OLAztNS IN AN I14olvrDUA1-FTXED OR oPSxA>at-E PANS.,OTHER THAu T+*O.,1: of t h e alteration. TABLE 601 d.Lobby areas h Group A.I.A-2 and A-3 occupancies shall be not lees than Clan B materials. LOCATIONS DESCRJBED IN rrEl"S 5 AND 6 ABOVE 'LtM MEETS AL CX=THE FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING A.ClanCInteriorMlshmaterialsshallbepermittedInplacesofassembywithanoccupantloadof300personsorless, /F/� /� R /g` gg VOLLOWINO CONDITIONS- A.(HOURS) gForpat<swr<llglouswonNp,wooeuaeawrpmam.nMiparpoaestrusxs.parwltngnrmantalrumHnlrgsnMlB<pem,mad. }�R \.<iJ1/E SECTION il]6'}:O - COM1ulON PATH r' 'jRAVEL--- /ASSEMBLY SPACES A,eXP05ED AREA OF AK INDIVIDUAL PAM ORFATER THAN 4 S FEET. 13:EXPOSED BOITOM E06E L E55 THAN Lb INCHES ABOVE THE FLOOR- MEI Ftp Inmet" MEPFN If IYPEa Clan B material is required where the building exceeds two stmlas. •UILMNe ELFMfM G.FxP'Oe�TOP'EDGE�aIxEATER TRAM-16 It�5 ABOVE THE FL.ICo04+, . A e A a A • Irr A • - hClan C Interim flnnh mrtM•h shall he pem,Mted h admkamawe spacK IO?4,B C•OMFN'IC7M PATH OF T17AYT1..lT�GdNR•A.7'Q4 PATH OF TRAVEL,SHALL Fk)T EKC,F:l�JD Fi�'f (41441"PR�AMY 5FAT TO A POINT WFERE A PERSON K46 A C.ill OF IND PATHS OF D.ONE OR MORE HAL1CItN6 SIII�AGES WI7HRi 56 WA�3 HORIZONTALLY OF Mmary wuctural hamee(see Section 202) 7• 2x° +• 0 1• 0 M 0 lCIanClntMmflnlsh meteriah shall be pmmxtedhroomswlMaopeclty dfour personsmkss 1 TRAYI3.TO TI'!'>IiTHEE OF THE 6"AZI�' SM I--XCEF s IOW. Bearing walls J.Clan B matMals shah be permitted as walniG>dng exbeMing not mme than 48Inches above the finished floor In cortMors ami EXCEPP"i E„<nare 1 2 , 0 2 2 2 1 o n1t.-sturways.ndrampa eLA-%USED i6 5TR14TURAL SAL11,15TEiADE PANeL5 IN RA.ILINS5 SMALL BE Iberia r r , 0 1 0 1AHT 1 b ILflrlshmaten.tsASFronded for hother ae 1-fthis cod.. I. FOR AREAS 511 NOT WPM THAN W OCZAPART5,lid COP*4014 PATH OF TRAY13 SHALL CDNS'TRUCTED OF EITHIE2 5INOLE FULLY TIE"'ERED iSL.ASS LAYEINATED FULLY Iforbeanng-IfteM Fmdtion. See-wei02 I.Appl.when protected byan autamatic sprinkler system Installed In sccordence with Section 903.3.1.1 or 9°33.1.2. NOrEYZF3!7•IJ I`M7(2.a 860 MI 7EI"I0;ED SL.A65 OR LAMINATED HEAT-5TPE146THENEID 6LAW. E#Mm NonbarirawagsaM parthbm See mCortMors InBmbulaeorycarefeciffln shall be prwded Wth elan AorB materials. 2• FOR.SMOFIE� E!7£GTABS .Y 9ET4TIN5 THE COMH OK PATH OF TRAM!L r�INL NO Mi SO+ 0 o D o o zeatin o o O FTC"�'1-(1:3 240 Il 2-11,2 nomwaweanaMnaa.eeanaarym.mbwa t 2 1 01 HT , B CHARM 29 PLUMBING REQUIREMENTS ee bsection 202) Roofamttmctlan.M aamdatetl secmM.y membws ,.,,• ,•. ,.. a ,., p ,.. a EGRESS INFORMATION Iseas«tlml io7) 1 Haar SIGNS For Sh,foot.304Bmm. CFF. 10 MEANS OF EGRESS eia-5161,15 SHALL COMPLY WIT"TH115 5EGTION C a.Roofsuppoets:Flre-resistance retingsof pdmay structural tame and beemgwalls are permmMt,be reduced by,hourwhere TABLE 1004, FLOOR AREA PER PERSON fel SQUARE FEET ° 2• < - 4a•`1A,AND SupporQngaroof.1 Y+9•®zE Rills EXITS Arai ECIT AeCGL-SEi DOORS SMALL F�MAs�SY AN WATER CCIOLEfR5 SHALL cOWIVIRM TO ARl 1010. HiERE HATER 15 SERVED IN REVISIONS DATE It.becept I"roup F-1,H,Mend S-+-parties fire protection of structural member In roof-olon shall not be required Y Accessory 9 9 APPROVED EAT 516N RF ILY VISIBLE FROM ANY DIRE!'11ON OP Iii TRAVB- Assembly without Fixed Seats 7 net=113 Accesso storage 300 Toss= 1 R06TA4,6?AN1'5OR HFERE BOTTLED►•iq1'ER COOLERS ARE K52p✓ID$7 IN Qll-93R hlct,dingproteabnofprimarystmeturalfram:members.roofhaminganddeckingwhereeverypartofMemofconstrudbnis Stages 15 net= 11 Office 150 Toss = 1 A -6 TO DOTS SHAM fE MAF BY READILY NASR LLE EXIT SIONS IN GASES OC4,UpAt11GIE5a nRINKIII,FOUNTAM SHALL NOT 6E RBSIUIREDIN 07HM OGrUF`iA H25 20feet ormore above anyflom Immediately Blow,Fire-retardent-treatedwood members shall be allowedm be usMfo-11, 9 9 Hul THE EXIT OR THE PATH OF BSFZE55 TRAVEL Ice MOT IM1MMATE-Y V151BL E TO KHERE DR Wjl4j6 r%XNTAIN5 All REWIRED,BOTTLM HATER COOLERS SMALL BE unprotedM members Classroom 20 net= 12 THE OCC-UPA1147 . EXIT 516N PLACEMENT SMALL BE SOC.ti THAT NNO POINT IN AN MT PERMiT'I TO BE SUBSTITUTED FOR NOT MORE:THAN 50 PEFGENT OF THE RE(Z RW ohall omupardn,hewym6arcompyingwmSMlon23°4,1shotBbeanowedwherea,alourorlenRre-reslsoncendngn Ali 200 net= 1 AC40FZM OR 15 MORE THAN 100 FEET lax/400 t-"FROM THE NEAREST V15501-15D421NKfIIF FCtWAIN5s regulr'd ECL-SIISN,. d.Nor ass than the Brereustant<radosraqui,elby«ricrac R°naofIN,code. TABLE 1005.1 EGRESS CAPACITY FOR THE PURPOSES OF DETERMINING WDTF1 nOP 5 NOTE, A LIWNAJ,.15 PERMITTED TO BE IN PLACE OF ONE WATM GIDE-4--T,PROVIDED a.Not len than In.fi-l-nce radrg based on fire separation dl--(sea Table 602). Egireill,5 N1dth per ocxApa rnt 1.EXIT 516T•6 AVE NOT RE-tWREU IN ROOD OR AREAS WHICH t J1R.E ONLY ONE EXIT THAT THE URINIALS DO Mar EXCEED Z`3 OF THE OVERALL. L Not Ins;than Me fln,,eattance nedng as ref-reed In Section 706.10. r_' ��-F��� 0G40y 5tilli'Ni 7exs liNd CI1E9" (Og70fEt OR EXIT CCEEIS. NYS flLLRaNN6 CODE SEG.4c)32 SEPARA,•Ts=FACILITIES-lag-tEitE PLi1Mff.lINS FIXTURES, TABLE 602 Assembly 0.2'per olacupont 0.15'per oeouno►t 6RAPHIC5.EVERY EMT 516H AND DIRZECTIONAL EXIT SION SHALL"AVE PLAINLY ARE RlrGII IRMO,SEPARATE FACILITIES SHALL BE F ROVIDE77 FOR EACH SEX. FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS L.EVELE LETTERS NOT L.IE55 THAN 6 Its 052 MM)H16H WITH THE PRINCIPAL BASED ON FIRE SEPARATION DISTANCE (a,d,g) SECTION 10081.1 MINIMUM 1MDTH OF EXIT DOORS in inches SVYO OF MIE LETT NOT L�THAN 0:15 INCA In"11.1 MI )HIPF- THE WORD"EXIT' I FACILITIES SHAD_tr0r l R�canrtla FOR PRIVATE FACILITIES, FI RE SEPARATION DISTANCE• OCCUPANCY OCCUPANCY ) SWILL 'LAVE L HAVINNB'A WIDTH NOT L�5 HM 2 INGFM(51 Ml`4)WIDE FXGEPT 1.SEPARATE FACILITIES SHALL NOT�OR PRIVATE E F Crr ITIES, lH TYPE OF CONSIRUCTION OCCUPANCYGROU►M x(feet) GROUP F-1,M,S-1f GROUP A.D.E,F-2,1,RI,a2,Uh L.aG�1�1 THE LI=•rT 'I,AND THE MINA•M SPN IN�]LET LETTERS ERS SHA L NOT M LESS l EPA164H A E LPL EEPEOPLEAM 4•-�W I Is/. x<5h An 3 2 1 Doors requY'ed for Che phyallcally 92'GT®dr Jb m91. THAN 0.3"}5 INCH(`15 MMU.51E2NS LAR6Ei2 THAN THE A11I•NIMLM E'_STA[6L15F IN TH15 3.5�ARATE FAGLLITIIE5SHALL NOT BE R5GUIREU IN STRLIGTtll OR TENANT havrdlcal�ed SEcnollhl SHALL HAVE LET715 t WIDT'Hri STROKES AND SPAACNf9 IN PROPOR11ON TO lA 3 2 , THEIR.HEIGHT, 5FACIB5 WITH A TOTAL OGC PANNT WAD,INGLUDINEA FSH EMP1.O1'�AND AS PER BUILDING DEPT. ssxelo 'hen 2 t 1 n-an Fite nota exit OP Che bWldhg 32 ckxr 3PY C STOMERS,OF 15 OR LE5G. 1 COMMENTS 6.15.23 then 2 1 I �tPo o� Or Wism one door THE A0FZV'EXIT`STALL BE IN H16H CONTRA ST NTH THE BAC.K6RrOUNV AND SHALL. 4.IN SEPARATE ICH 71'FACILITIES QML" HAILL NOT LOAD I�11R� IN P fWT11�OC APAWin KID =EARLY DISCMF NN ILE IRMONN THE EXIT 5ISH ILL IUMINAMON MEANS 15 OR IS losx<311 RB,ve 1 o o Q ffgMl RFdl1rDP C-If) 'CftaxE. 313 A. NO'i L 5S4ZED. IF AN ARROW 15 PROVIDED A5 FART OF THE EXIT i d',,THE omen 1 , 1a y * GC* TRUi0T1aN SHALL M SUCH THAT THE ARROW.DIREGT10H G NNNOT BE READILY SEL-24025 LOCIATLON OP 8aP1JCYEE TOILET FACILITIES IN t�RGe4N71LE AND 1 "aserflerrt stair and kitchen doors aro per Lo be 96 C*V ISSUED T 0: xa3o An o 0 o Hide,they serve an acaupoa Load of lllsss dk 50 pereom ASSWEIL.Y OCCUPANGIE5.EWLOYEe5 SMALL BE PP40VOW WITH TO1Lr:T FACILITIES IN T3UILAIN5 AND TENANT SPACE'UTILIZEV A5 I;L55rAURANT-%NI(9 4TCl-VB6,PLACES OF SECTION 1014 HANDRAILS EXIT NOIES•. PUBLIC A56E1IBLY AND MBRrANTILIE OGCUPAF1LIES.THE 1151, T=FAGfLITIP5 SHALL For SI:t foot•304 B mm. �S as�g�� ' BE A,Loadbearing exterior walls shall also conpywnh me fire-resistance ratingreguirement¢of Table 60,. <r�VA✓r"&I-S.$$TAIRI"LAYJ:��5-"FVAy 1L_HA t15 ON EACH SIDE.W�IDRALS SWILL Be THE SEPARATE FACILITIES OR CO!•a�I LO ATEV1NO`r AND PUBLIC FAGIUT}F�t. N`STf�TH,hPC)'10.TTAaf*CNT M ACCOPIDANGE HITH 1601 f. PANG AND FIRE FRIT HA ��TICWt�'�'L+�PLOYEES'HOW AREA�.�P*A�OF TRAVEL TO SUCH TOWN OF SOUTHOLD PLANNING 4-1-22 It.See Section 7061.1 for party walls. IaNHE'RJ~PANIC,AND FIRE EXIT HARDA IFE 15 INSTAUM,IT SHALL COMM Y HRH THE FAkCIL.r7Il�IN OTHER THAN COVERED MALLS,SHAT-L NOT EXCEED A Dt5TAW-&OF!00 e .Open garages complyvim ing Section on 406 shall not required to haveafire resistrating HEIENTHIENDRAIL MISHT,�ABOVE STAIR TREAD NOSIaIEF�-, ng OR FINISH FOL 011AIIN6:1.THIS ACTUATING PORTION OF Tl-IE RELEA61HI6 DEVIC:,E SMALL.tXMV AT LEAST 52 Q T�,.aF.�!v�.rro Et rAGluTfr� IN cOVE�MALLS - CONTRACTORS FOR MEETING 1 1-11-23 5EIRFAGT OF RAW SLOE I SHALL)'.E 11NIF=04a"A1,NOT[F_rfi THAN'34 INNC1 lf=5(l4iPi4 1!U HOT A DI5TAHi CIF.!�]O#��LFII MU d.Theflrereslstance raring ofaneatenorvall Is determined based upon me fl re separation distance of the exterior wall and me story In which ��T '�I�W (f��j�,V- OI�`FLALF CE THE POOR LEAF ladD1•H• the-11111«0ed. ��I�s�� �L�L��r��L ALL 2.AWJOI UM UNLATC•6'IN67 FORCE OF 15 POU1�16-1 W.EAC"BOOR 1N A MEANS OF Employee bath located off of Vestry e.For special requirements for Group H ecapancles,see Section 415.6. NTB�DIATE HANVIRAI1S.SATE HAA R,AIL9 ARE PO 11RIV 50 THAT ALL E MOM AN OCCUPANCY OF 6ROU?A OR E MAN10 AN C06MANT LOAD OF too TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PORTIONS OF THE STAIRWAY WIDTH RFMIRPD FOR 06RE 5 CAPACITY ARE WITHIN 30 OR HORE AM ANY OCCUPANCY OF 942DUP 0-1.H-2,0-3 012 H-3 SHALL NOT BE EFor Special requirement;for Group SamraRhangas,see sedlon412.9.1. WHE5(*:2 MM)OF A HANDRAIL.OK MONU IEEWAL STAIRS,.HA :PRAIL5 5HAeL.L BE PIRDADED HITH A L.ATC44 OR LOOK UNL IT 15 PANIC HARDWARE OR FILE EXIT X.Where Table 705.°permits nonbearing iterforwalls with unlimited area of unprotected openings,the required fireaeslstance rating for the L.OIGATED ALOW THE MOST DIRECT PATH OF TRAVEL HSAARp1IARV.IE 19A1-A'*KJE P DOORS ARF U5ED Al PANIC FiARDM�A f5 RC-IGg11RED,THE exteriorwellsis0hours PAW,HUARDWLJ-ARB SHABE OF THE F115FF-PAD TYPE AND THE PAD SHALL NOr EXTEND HANDRAJL C4ZAIEJ'PAIBILITY.HAN11PRA1L5 WITH A CIRCALAR CROSS 5EIG71ION SHALL HAVE MOPE THAN ONE-HALF nE NEW OF THE DOOR M1FASURED FROM TW LATCH SVE. h.M Reserved. AN OUTSIDE IAt- OF AT ILEA'5T 12..5♦ING6�5(32 t,"Al P��1..,.NOT ISREATf�THAN 2 I.For a Group R-3 building of Type ll-B or T)peV-B constroCtlon,the Weri0f wall shall nm be required to have aflreredShnce rating where me INCHES(51 Mll-1[R S..✓HAL.L PROVIDE VL'TAL•ENT ABM l f, IF THE HANDRAIL Taj 5TAF?y+IAY EAT 5161t`'i. fee.separetlondistance IsSfeet(1523mn)ATgreater. NOF G1RGILAR,IT�aNLIIL L HAVE A PERIL R DIME610N OF AT 1EA5T 4 INGF$'b(107 A TACTILE 516H 5TATI"EXIT AND C 34PLYtN6 WITH 1C"C AI N51 A117J SHALL Bl' MPU AND NOT eWATt3t THAN 625 IN HE5(154 tai)WITH A MAXIMUM C*U 55-�TiOfl ADJACBfT TO FAG6i DOOR TO AN 1�6RP55 STAIRWAY. 00,111EN1510H OF 2.:;5 IW,1 i(51 INIM). EKES SHALL HAVE A MINIMUM RADIUS OF 0.125 VAT V15N ILLUMINATION. INC.1el 032 le". EXIT 546+45 SHALL E1E INTERNALLY OR EXTERNALLY ILLUMINATED. THE FACE OF AN EXIT 516N ILLUMINATED FROM AN EXTERNAL_SOURII SMALL HAVE AN INTENSITY OF CONTINUITY.HAINDRAIL-GRIPPING 5lFZf=AE S%W.L 13E C.ORTINUOUS,WITHOW NOTLE55 THAN 5 FOOT-CANDLES(54 LUX). INTERNALLY ILL-UMINATEV 516N5 SHALL TABLE 705.8 INTERRUPTION BY NC4EI-POSTS OR OTHER OMTRUGTIDPiS PRZWM;I< 115MYALENT LUMINANCE AND 1E LISTED FOR THE PURPOSE- MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON F9CGftP'r101•L°i: FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION L.AFFROVED 513F-1.EA^Il FF,(IT 516M THAT PROVIDE EVENLY ILLUMINATED 4.1=71FE}2y SECTION 1016.2 EGRESS THR(1 GEf SHALL HAVE A MINIMUM IL IMINAW-E OF On16 FOOT-LAMBERTS(0.21 GVA4W. FIRE SEPARATION DISTANCE(feet) DEGREE CF OPENING PROTECTION ALLOWABLEAREA• EyS 1 IdTER1/19•i1Nfi SPAC:C-S.WPIE55 FROM A ROOM OR 2.TACTILE 516N5 iZ50i1JIRF]7 BY fIYSBG NEED NOT BE Pry WITH ILJ11F•t1NATK7FL Unprotected,Nonsprinklered(UP,NS) Not Perneltteda SPAL.E SMALL-NOT'PA 6 TF ROUGH ADWININiS OR INTERVEN1N6 ROOMS OR AR A5, Otolessthan3b,ca Unprotected,Sprinklered(UP,SP Not Permitted" EXCEPT WRQ SUCH ADJOINING ROOMS OR AREAS ARE AGGI!S8ORY TO THC'AREA SEERNW,ARE NOT A HI6H-HA7.AI+D OMPANCY;AND PROVIDE A DISCE-RM BLE PATH Protected F) Not Permitted' OP WRE!5S TRAVEL TO AN EXIT. E ORE66 SHALL NOT PA---5 THRCI 644 KITUHEN5,, ' STORE ROOMS CLOSETS OR SPACES USED F=OR SIMILAR PURPIDrI AN EXIT ACZE55 PORz SOURCE. Unprotected,Nonsphnklered(UP,NS) Not Permitted SMALL NOT PASS 7 Rl A ROOM THAT CAN W LOCKED TO PIR�Vii- MANS (EXIT SIiSHSl 51-11AL 1.BE ILL.I7MIFiNTEV AT ALL TIP TO E CONTINUED ILLUMINATION 3 to len than Sae Unprotected.Sprinklered(UP,51' 15% OF EiSRESS FROM DNELLINO UNITS OR SLEEPINIS AREAS SHALL NOT LEAD THlFROUII914 FORA DURA-1110N OF NOT LE-55 THAN qO MINRATE-5 IN CASE:OF PRIMARY POWER LOSS, Protected N) 15% CaTiHIER SL.F PINN6 AkRFA5,TOLET ROOF1r OR BATHROOMS AN TRICAL T�4 . ¢ROPA ED FROMST0RA6E BIATTERMSa UNIT E�iUlf°}aEN MAN ON-51TIE Unprotected,Nonsprinklered(UP,NS) to%h 61EleRAT10IZ THE INSTALLATION OF THE ETa�R6F ICY POYE72 5YSTEM SHA,..L.BE IN AGCORDANC,.L''WITH 2702. S to less than 106•L•I Unprotected,Sprinklered(UP,SI` 25% EXI FTO Protected IP) zs% N4=A�R0V4� T ra161L5 THAT PROVIDE C,ON71}Ef01J5 1LLL1MlNAT10N PROJECT: OF MMY44AL FPI 5CURCA!5 FOR A DLIRArT10N OF NOT I THAN qO Unprotected,Nonsprinklered(UP,NS) 1s%h M TES,IN GA5E OF PRIMARY FtWER LOSS,ARE NOT RUtWIRED TO HE GON4EGTITOANtMERE411CYELECTRICAL 5YotT81. 0FIRST UNIVERSALIST 10 to less man l5a•Eil Unprotected,Sprinklered(UP,S)I 45% I ML1+45 OF 156RE56 ILLUMINATION. 1 Protected P) 45% TABLE 1006.2.1 SPACES WITH ONE EXIT OF EXIT ACCESS THE*EANS OF reil`ZESS,INC4LUOINS THE Eat•0I5GJiAkR6E,SHALL BE IE LL"NATED AT CHURCH O F Unprotected,Nonsprinklered(UP,NS) 25% DOORWAY AELTIMES Ti's RUI.DIN6 SPACE SERVED BY THE MlEAHF S S Of= 15 OGCAPIED' 15 to less than 20L•i I Unprotected,Sprinklered(UP,Sf 75% DOM SHINS. SOUTHOLD Promoted P) 75% OC.•GIIPAHGY NAxIMUC7C. M GLIPANT WF AD SHALL BE 51I�-HIR16J�5WIh461RLe. DOORS SMALLSHINS� IN THE DIRECTION OF 155RE55 TRAVEL HIRE SERVING AN OCCUPANT LOAD OF,50 OR MORE Unprotected,Nonsprinklered lUP,NS) 45% A,Bb, E,Fb,M,U 49 PERSONS OR A HI6I+HAZAFR'D oIGLNA'ANCY. THE OF73lIN6 FORCE FOR IN'fB,hRl.OuR� 20tolenthaFJS'S11-NINL5 n25`91 Unprotected,Sprinklerad(UP,S)I No Umh SI1N3 DOS WITHOUT CLOSERS SHALL NOT EXCEED '5-'�FN AD Lie^/ FOR.GF- FOROTHER SIDE-ENIN6tN 1NIS,SLIDINS AND FOLD5 DOORS,THE DOOR LATW 51970 MAIN RD, Protected P) NoUmR �,d 29 5H1ALL RELEASE WHEN SIJ®.11i TO A 15-PORNO(67 W FORr•E. THE DOOR SHALL SOUTHOLD, NY 11971 Unprotected,Nonsprinklered(UP,NS) 70% 1 BE ff:T IN MC3TI5014 WEEI SUH.1ECTED TO A 50 POLM 033 H)FORCE. THE DOOR SHALL 25tolessmanW&I Unprotected,Sprinklered(UP,S)I No Limit MOOR SLRFAC.E Hal surfaces of the irledl9 of egress shall -NA1111145 TO A IFULL-OPEN POSITION"ON SUBJE-TeD TO A 15-FOUlHV W N)FOTi4E. have o slip-r•egFstart surfcre and las 9ely aLtoched. FORCES 5HAI-L M APPLIED TO THE LATCH SIDE Protected P) No Uml[ DRAWING TITLE: Unprotected,Nonsprinklered(UP,NS) No Unit HEADROOM rot. F�ADR00�M.+5Ti,A�fRWAYS SHALL.HAYS A MINLMUM HIEADr200M!CaLEA1I2fVtGE OF E)O 3o or greater unprotectul 5prinklered(UP,S)I No tinct 1ZKS(a✓e a-rr-y 1'rfF115URS7 VERTICiALL.Y FROM A LINE C:ONW-CTINS THE EDGE OF THE 4CGIN65. SUCH HEADROOM SHALL M CONTINUOUS ABOVE THE STAIRKAY TO Protected P) No Limn For51:1 toot•304.8mm. THE POINT WHERE THE LINE It'1'FE3L5Efrr'S THE LM$DIIV(5 I'.�-2.OL�1,ONE TREAD DEi'TFR BEY0117 THS BOTTOM RI55ER. THE MINIt-JUM CLEARANCE SHALL W MAINTAINED THE BUILDING CODE FML WIDTH OF TIE STAIRI LAY ANF'LANC'AMS, UP,NS-Unprotected openings in buildings nol equipped throughout with an automatic sprinkler system In accordance with section 903.3.1.1. INFORMATION STAR TREADS AND RI - UP,s-Unprotected openings fn buildings equbped throughout with an automatic sprinkler system In accordance with Section 9D33.1.1, STAR FABER HEWHT5 SHALL 15E 7 INCHES(17T8,"MAXII'tH AND 4 INCH E5 002"-J -J MINIMUM. STAIR TREAD DEl i3 SHALL ENE 11 IhGI'1115-5(274 MM)MRN!Nxi1H, THE RISFIR P=Openings protected with an opening protective assembly In accordance with Section 705.8.2. HE16HT 5HALL_M VERTICALLY F3E1YcmEN THE L.l=ADIN15 rDi OF AD.Y+rt3NT TREA05. THE TREAD VCPTH SHALL EV HORIZONTALLY a.Values Indicated are the percentage of the area of the exterfur wall,per story. ViETWEM THE VEIZ1' ICAL-1=T-MMS OF THE FCREM ST POTION OF ADJACENT TREAD AND AT MISHT ANSCIF TO THE TREADS L.EADI'NS,tVtM. b.For the requirements forJ)re elof bulldings vlth differing heights,see Section 706.6.1. Y c.For open ings lits fire wall for bulldings on the!amelot tee Section 706.8. Ph 0 IONAL UNIFORMITY. SCALE: STAR TREAL*Alm RISERS,SHALL BE OF UNEFORM SIZE Alm SHAD. THE TOLERANCE d.The maximum percentage of unprotected and Trotected openings shall be 25 percent for Group R-3 occupancles. BETWEEN THE LAl AND 51MAi RISER OR OET YfEK THE 1 a R6F-'5T ANI0 SMA-LMT TREAD SHALL NOT EX EED 0.315 W-H(CIS LIMN IN AW M16W OF 5TAI25. e.Unprotected openings shall not be permitted Nr openings with afire separtrt)on distance of less than 15 feet for Group H-2 and H-3 WHEEZE THE BOTTOM OR TOP R13M ADJOINS A 5LOPIN6 PUBLIC WAY,WALKWAY A S SHOW N occupancies. OR DRIVEMA1Y HAV111115 AN MTAaLISHED ISRAVE AND SERVING AS A LAND4NS,THE f.The area of unprotected and protected openings shag not be limited for Group R-3 occupancies,With a fire separation d/stonce of 5 BOTOM OR TOP RISC R IS PERMITTED TO BE REDLV ED AL DHIS THE SLOPE TO LESS feet or greater. TMALI 4 INGLES(402 HIMU IN HE16M WIT"TINE VARIATION IN HEIOH1-OF THE BOTTOM OR TOPR15ER NOT TO EXCEED OHNE UNIT VFRTICAL rN 12 UNITS HORIZONTAL 65-PERCtNT < g.TheareaofopeningsInanopenparkingstrucUrewithafireseparationd/stanceof1ofeetorgreatershallnotbelimited. SLOPEJ OF STAIRWAY WIDTH. THS 1`1411 OTt• LeAVIN6 E37IOES OF TREADS AT SUCH 14�RM6 HAFT RISL�S SHALL HAVE A D157TW-TIVE MAR"""STMPE.DIFF"VIRUNT h.Includes buildings accessory to Group R-3. FF171•F ANY C>TF1F3Z F•NO'F21tl5 MA321C146 P17OVIDEI7 ON THE STAR FLIGHT. THE D15-INW G4TVE MARKIN&5TPE SHALL BE V15111131-15H.IN DE5CENT OF THE STAIR AND SHADRAWN BY: 1.Not applicable to Group H-L H•2 and H-3 occupancies. HAVT A SLIP-RE ISTANrTRes11f2PAlr t'VIRItINS7 STRIFES SHALL F' VE A WIDTH OF AT 'w- INYI erved. a L1:.A45T I INCH C25a4 MMU BLIT NCrr 1•'67RE T'F'L4N 2 llrclN�(5f R•It•'U. /•'��'C D 1. PS It.For openings between S-2 parking garage and Group R-2 building,see Section 705.3,Exception 2. TILE RADIUS OF CURVAT11JRE AT THE L ZAIPtN19 EDSe OF 711£TREAD SHALL BE NOT �\ o CnC�''w lS E-47ER THIAN 05 INCH 02.77 MMU. LEAET.-,1F 9 OF Noswes SHALL NOT EJB 0 O.5 INCH � ��p � �� 02:11'0, aa�5 5H ALL BE SOLID AND VERTICAL UIQ 41 SHAPED FROM THE UI4rb.� CHECKED BY: a j -A OF 1HIE LEAt91N6 E066 OF TR-5 TREAD ABOVE AT AN ANGLE NOT MOW'FriANt 30 D (052 PAD)FROM Tim YS=RT6CAL. THE LF/wEN6 E0161E(1`I0511`165)OF TRT�c.A3D9 RMC 1f J f SHALL Pf20J5GMC1>� T NOT THIAN 125 4ttC.H1E'S 02 t'9T0 BEYOND THE TREAD13ELDW ARID A PRO-MTTOf,is OF THE L.EADIN6 ETa6E5 6HPIL1-M OF UNIF=ORM SIM IW-L WjN3 THE LEON INB E06E OF THE FLOOR AT 7H1E TOE'OF A FL16Fir. FILE NO. 5TARW4Y LANE 11N66. THETA SHALL BE A FLOOR OR L.ANNDINS AT 11-E TOP AND elCrTTO4 OF EACH STAIRWAY. _ THE Isi OF LA!'"HI%5HAEL NOT BE LESS THAN THE WIDTH OF STAIRK&Y5 THEY W 5ETZA . EVERY LPNDR46 SHALL,HAVE A MINIMUM 41MITHSIONN IN THE DMCXION OF TRAVEL.EQUAL TO THE WIDTH OF THE STAIRWAY. SUCH DIMENSION ISIMP NOT EXC.L'ED 46 IR4GN-M 021`1 HIP-9 WHERE THE 5•TAIRWAY HAS A STRJU64T RaL PROJECT N 0. 4G N O. 6299 ALL 6APPETS AFS TO BE CLASS IN MATERIAL IN AGGOROMM WITH SECTION W4 OF THE GODS DATE: G-004 5U I L]�) I N67 G017E INFORMATION 12/16/2020 5GALE: A5 5HOJNN PROJECT ENGINEER: Predominant direction of travel 304.4 Door Swing. Unless otherwise specified, doors 306 Knee and Toe Clearance 307.2 Protrusion Limits. Objects with leading edges shall be permitted to swing into turning spaces. more than 27 inches (685 mm) and not more than 80 _ 306.1 General. Where space beneath an element is inches (2030 mm) above the floor shall protrude 4 ?'n 305 Clear Floor Space included as part of clear fbor space at an element, inches (100 mm) maximum horizontally into the circula- c/v�rEn9fiseNn9&ConStrvcfion Mana9emenl clearance at an element, or a turning space, the space tion path. secnaN 1104 305.1 General. A clear floor space shall comply with shall comply with Section 306. Additional space shall EXCEPTION: Handrails shall be permitted to pro- o Sign de Bruin Engineering, P.C. AG511 £F42l1E D O Section 305. not be prohibited beneath an element, but shall not be trude 4'/2 inches(115 mm)maximum. 11 Union Avenue Bethpage New York 11714 305.2 Floor Surfaces. Floor surfaces of a clear floor considered as part of the rear floor space or turning 0 v IIo4.I 54a arrival palms.Acresslble routers wlthh the site ghats be space. 516.513.1313 -616.579.2574 Fax provided from pubilc tmnspor•tation stops,accessible parking and Lon dimension---.., space shall comply with Section 302. Changes in level accessible loading zones,and pubtic streets or sidewalks to the perpendicular to �����p������������ are not permitted within the clear floor space. 4 max f0 acce�ibre tldl�rog erttr,rtae served. 306.2 Toe Clearance. i'� direction of travel 100 cli EXCEPTION: Slopes not steeper than 1:48 shall be Ai I1104.2 i�Uthln a site.At least one accessible route shall connect permitted. 306.2.1 General. Space beneath an element s a violation of Section 7209 of the It acce5sble bvrldregs,lOle faci!ltiee,accesstbls elements,area � between the floor and 9 inches (230 mm) above New York State Education Law for any accessible spal that are on the same site, 305.3 Size. The clear floor space shall be 48 inches the floor shall be considered toe clearance and person, unless he is acting under t h e EXZE:Frior;: An accessible route Is not required between acaessble 1/2 max (1220 mm) minimum in length and 30 inches (760 mm) shall comply with Section 306.2. 4"max 4"max direction of a licensed professional facnfttrs that have,all the only meas of access,between ttrem a minimum in width. engineer, to alter any item on this w9hicular way not pravkiing for pedestrian access. 13 306.2.2 Maximum Depth.Toe clearance shall be Post permitted to extend 25 inches(635 mm)maximum ML drawing in any way. If the drawing is 11043 Gorvnected spacaa.When a building,or Portion of a bul Idmg,Is FIG.302.3 altered under the direction of a aired to be accessible,an accessible route shall be provided to each 48 min under an element. ^moi prav► OPENINGS professional engineer, the altering porWn of the budding,to accescsble buuarl ems,comectlrEg 1220 306.2.3 Minimum Depth. Where toe clearance is (a) engineer shall affix his seal t o t h eacce5sbleP cyan ma ad the ublra wag. Where onlyone required at an element as part of a clear floor drawing with the notation "altered b " accessible route Is prrnlded,the accessible route shall not pass thrccrgh g y kitchens,storm rooms,restroorrns,closets or similar spate. 1/4 max space complying with Section 305, the toe clear- followed by his signature, the date of ance shall extend 17 inches (430 mm) minimum 0 alteration, and a specific description EXG�rioN: A single accessible route is permitted to pass through a 6.4 beneath the element. o M 4"max 4"max kitchen or storage roam in an accessble,dwelling unit. r----- -------i co N of the alteration. 306.2.4 Additional Clearance. Space extending ni I1d4.4 ftlLikwel building and Facilities. At least one accessible I x route shall cormect each accessible levet,including mezzanines,In � - - 1 I greater than 6 inches (150 mm) beyond the avail- x multistory bulidtrigs and facilFtles. I ) I able knee clearance at 9 inches (230 mm) above 0 the floor shall not be considered toe clearance. h to EXGEPT]oHS: FIG.FLOO 2 I O I o � 306.2.5 Width. Toe clearance shall be 30 inches N (n CARPET ON FLOOR SURFACES I A Sin Unlimited Unlimited Unlimited r.An accessible route is not rBquufred to Roars�re and below 1 I �'`� (760 mm) minimum in vridth. x x g ace�slble levels that have an aggregate area of not more than 3,000It square feet(2791 m9J_ This exception shall not apply to: I 306.3 Knee Clearance. l.I.ih,ltiple tel facilrtles of Group M oucupanares corrtarnmq 2 - '/ max. five or more truant spaces; 1 2 306.3.1 General. Space beneath an element 12. Lavels containing ofl of health care providers(6roup t3 or �. `",,, „w , ., - 13 FIG.305.3 between 9 inches (230 mm) and 27 inches (685 croup I);or SIZE OF CLEAR FLOOR SPACE mm) above the floor shall be considered knee FIG.307.2 X>12" 13.Passenger travrportation facllltles and a7tp�orl5 (brow A3 or /4 max. Clearance and shall comply with Section 306.3. LIMITS OF PROTRUDING OBJECTS Trap 8)• 6.4 305.4 Knee and Toe Clearance. Unless otherwise o specified, clear floor space shall be permitted to include 306.3.2 Maximum Depth. Knee clearance shall 307.3 Post-Mounted Objects. Objects on posts or vs, °D 2. In Oral A, 1,ft and 5 accupancles,levels that do not contain be permitted t0 extend 25 inches � Al occes,61ble elements or other spaces required by §1101 or 11109 are not knee and toe clearance complying with Section 306. P (635 mm) maxi- pylons shall be permitted to overhang 4 inches (100 m required to be served by on accessible route From an accessible level. (a) mum under an element at 9 inches (230 mm) mm) maximum where more than 27 inches (685 mm) ;. REVISIONS DATE 305.5 Position. Unless otherwise specified, the clear N Q 1104.5 Location.Accessb�le routes shall coincide with or be !orated to 1/4-'/2 floor space shall be positioned for either forward or par- above the floor. and not more than 80 inches (2030 mm) above the n the some area as a�e rnI ctrl latran path. Wiere the cinwlatlon path is 6.4-13 2 allel approach to an element. 306.3.3 Minimum Depth. Where knee clearance floor. Objects on multiple posts or pylons where the M x>12" interior,the occe�sble route shall also be Interior. is required beneath an element as part of a clear clear distance between the posts or pylons is greater E X> 12" Post 1 305.6 Approach. One full, unobstructed side of the floor space complying with Section 305, the knee than 12 inches (305 mm) shall have the lowest edge of N >XCA517 ION° Accor-41 9 roates from parking garal contained within arta p 'as clear floor space shall adjoin or overlap an accessible such object either 27 inches 685 mm maximum or 80 clearance shalt be 11 Inches 280 mm minimum 1 ( ) serving hype a dn•teliirY]units are not regarred to inter•br. route or adjoin another clear floors ace. ( ) j p in depth at 9 inches(230 mm)above the floor, and inches (2030 mm) minimum above the floor. i 56CTION 1105 (b) 305.7 Alcoves. If a clear floor space is in an alcove or 8 inches (205 mm) minimum in depth at 27 inches EXCEPTION: Sloping portions of handrails between (b} iii� otherwise confined on all or part of three sides, addi- (685 mm)above the floor. the top and bottom riser of stairs and above the ramp I105J R-equlred.At least 50 percent but not less than one entrotce to FIG.303.3 tional maneuvering clearances complying with Sections 306.3.4 Clearance Reduction. Between 9 inches run shall not be required to comply with Section each buildingand structz�re,and each separate tenant space within the BEVELED CHANGES IN LEVEL 305.7.1 and 305.7.2 shall be provided, as applicable. (230 mm) and 27 inches (685 mm) above the 307.3. Fig.307.3 Post-Mounted Protruding Objects building ors acture,stoutl col with the accessible route provisions of floor, the knee clearance shall be permitted to be 307.4 Vertical Clearance. Vertical clearance shall be this �,�, 305.7.1 Parallel Approach.Where the clear floor p AS PER BUILDING DEPT. 304 Turning Space space is positioned for a parallel approach, the reduced at a rate of 1 Inch (25 mm) in depth for 80 inches (2030 mm) minimum, Rails or other barriers COMMENTS 6-15.23 0 alcove shall be 60 inches (1525 mm) minimum in each 6 inches (150 mm; in height. shall be provided where the vertical clearance is less I.Entrances to spacer not required to be accessible as provided for to 304.1 General. A turning space shall comply with Sec- width where the depth exceeds 15 inches (380 306.3.5 Width. Knee clearance shall be 30 inches than 80 inches (2030 mm). The leading edge of such 1107 or [lob. tion 304, mm). 760 mm minimum in width. rails or barrier shall be located 27 inches (685 mm) element, the high side reach shall be 48 inches 1 ( ) (1220 mm) maximum and the low side reach shall be ISSUED TO: 2.Loadin and service entrances that ars not the only entrance to a 305.7.2 Forward Approach.Where the clear floor maximum above the floor. 9 y pp 307 Protruding Objects 15 inches (380 mm) minimum above the floor. building or to a tenant space. space is positioned for a forward approach, the g j EXCEPTION: Door closers and door stops shall be 304.2 Floor Surface. Floor surfaces of a turning space alcove shall be 36 inches 915 mm minimum in permitted to be 78 inches 1980 mm minimum EXCEPTION: Existing elements that are not Ilo52 tNulk�ie accessb[e er antes.Where a building or faculty has shall comply with Section 302. Changes in level are not ( ) 307.1 General, Protruding objects on circulation paths ( ) altered shall be permitted at 54 inches (1370 mm) ' TOWN OF SOUTHOLD PLANNING 4-1-22 that width where the depth exceeds 24 inches 610 shall rmm�ly with Sartinn qn7 above the floor. errtxaances at normally serve accessbl®parking fac111tles,trangportaElort permitted within the turning space. P ( maximum above the floor. facilities,p tger ioaIll zones,taxi Stands,pubic streets and mm). CONTRACTORS FOR MEETING 1 1-11-23 sidewalks,tunnels or elevatedwalkways,or acceesble Interior vertical EXCEPTION: Slopes not steeper than 1:48 shall be CU o access,them at Feast Drys OF the�s serving etxh such Fl,nctran shall permitted. N TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 Ill with the accessible route Provisions of this chapter. P �.- 304.3 Size. Turning spaces shall comply with Section GhcrPter 3. iBuildlnt� Blocks 304.3.1 or 304.3.2. ;; 1 304.3.1 Circular Space. The turning space shall ..v-n,.,.w- :„ ,• (a) be a circulars ace with a 60-inch 1525 mm min- ' 20 max P ) I I 1-------------- i � � 0 510 . imum diameter.The turning space shall be permit- I I ted to include knee and toe clearance complying I I l E co o co 1 x with Section 306. I I I N �v Q �, E cD Co N I I I c X v \;\ u� MCID m � 304.3.2 T-Shaped Space.The turning space shall E N 9 l o x v 301 General be a T-shaped space within a 60-inch (1525 mm) voo r- -� 230 (0 minimum square, with arms and base 36 inches l 301.1 Scope. The provisions of Chapter 3 shall apply I I l Cl) iL]L] (915 mm) minimum in width. Each arm of the T � __ _� I where required by ,he scoping provisions adopted by I I X shall be clear of obstructions 12 inches (305 mm) l I FIG.307.4 the administrative authority or by Chapters 4 through i- - --- -� �-'----'--- ---- REDUCED VERTICAL CLEARANCE 11 minimum In each direction, and the base shall be clear of obstructions 24 inches (610 mm) mini- 30 min `r 10 max 301.2 Overlap. Unless otherwise specified, clear floor mum. The turning space shall be permitted to 760 307.5 Required Clear Width. Protruding objects shall 255 spaces,clearances at fixtures,maneuvering clearances include knee and toe clearance complying with (a) Forward not reduce the clear width required for accessible b at doors, and turning spaces shall be permitted to over- Section 306 only at the end of either the base or routes, ( ) FIG.308.3.1 lap. one arm. 6 max 17-25 >20-25 UNOBSTRUCTED SIDE REACH >510-635 302 Floor Surfaces 150 430-635 308 Reach Ranges FIG.308.2.2 308.3.2 Obstructed High Reach. Where a clear 60 min I I 308.1 General. Reach ranges shall comply with Section OBSTRUCTED HIGH FORWARD REACH floor space complying with Section 305 allows a par- PROJECT: 302.1 General. Floer surfaces shall be stable, firm, and 1525 I I (a) (b) 308. ails! approach to an element and the high side reach 1 slip resistant, and shall comply with Section 302. o`r`o I 0 I Elevation Plan Changes in level in floor surfaces shall comply with �'�� ���� 1 I 38.3 Side Reach. is over an obstruction, the height of the obstruction FIRST UNIVERSALIST 308.2 Forward Reach. shall be 34 inches (865 mm maximum above the Section 303. ,� FIG.ARA 308.3.1 Unobstructed. Where a clear floors ace ' CHURCH O F P floor and the depth of the obstruction shall be 24 302.2 Carpet. Carpet or carpet tile shall be secure) r \ TOE CLEARANCE complying with Section 305 allows a parallel P P P Y 48 min 308.2.1 Unobstructed. Where a forward reach is inches (610 mm) maximum. The high side reach attached and shall have a firm cushion, pad, or backing I 1 1220 unobstructed, the high forward reach shall be 48 approach to an element and the edge of the clear shall be 48 inches (1220 mm) maximum above the SOUTHOLD or no cushion or pad. Carpet or carpet tile shall have a t� inches (1220 mm) maximum and the low forward floor space is 10 inches (255 mm)maximum from the floor for a reach depth of 10 inches (255 mm) maxi- level loop,textured loop, level cut pile,or level cut/uncut (b)Parallel reach shall be 15 inches (380 mm) minimum above 51970 MAIN RD, pile texture.The pile shall be 1/2 inch (13 mm)maximum ��� ,,' FIG.305.5 the floor. in height. Exposed edges of carpet shall be fastened to '-- POSITION OF CLEAR FLOOR SPACE 8 min SOUTHOLD, NY 11971 the floor and shall have trim along the entire length of (a) Circular 205 the exposed edge. Carpet edge trim shall comply with DRAWING TITLE: Section 303. �.. --------------- SCC A117.1-2009 � �/2 max 60 min r- I Y 13 - 1525 a, 0 I I j 1 m o M o --------- N E E . I . Mll�lfflld_y X A i i ,t c Eto COr E ACCESSIBILITY NOTES X 1ND DETAILS I E I I o , Cl); °° M Co " I I cDm l I c I tl i arta ;. FIG.302.2 I l M N I I E o I I I ` p ca 0 L- rn co I t 9 min I � oo N CARPET ON FLOOR SURFACES 24 min r- 0 to I I N �, I I r-----' N I I 230 I I �� M co �- 302.3 Openings. Openings in floor surfaces shall be of 610 i i 36 min L----------- ---- a size that does not permit the passage of a'/2 inch (13 _t_-----�_ 915 --' t, 10 max >10-24 SCALE: 255 255-610 mm) diameter sphere, except as allowed in Sections 36 min (a) Forward Approach 407.4.3, 408.4.3, 409.4.3, 410.4, and 805.10. Elon- (a) (b) A S SHOW N gated openings shall be placed so that the long dimer- 12 min 915 12 min 25 max FIG.308.2.1 slam is perpendicular to the predominant direction of 305 305 I -- - - - t 635 UNOBSTRUCTED FORWARD REACH mum. Where the reach depth exceeds 10 inches travel. LO 0 I �_I 11 min 309.4 Operation.Operable parts shall be operable with 00 280 (255 mm), the high side reach shall be 46 inches 303 Changes in Level (b) T-shaped A I I 1170 mm one hand and shall not require tight grasping, pinching, A A I 0 I a b 308.2.2 Obstructed High Reach. Where a high for- ( ) maximum above the floor for a reach or twisting of the wrist. The force required to activate 303.1 General. Changes in level in floor surfaces shall FIG.304.3 " > ( ) ( ) ward reach is Over an obstruction, the Clear floor depth of 24 inches(610 mm)maximum. DRAWN BY: I I Elevation Plan operable parts shall be 5.0 pounds (22.2 N)maximum. i •• -x• Comply with Section 303. SIZE OF TURNING SPACE space complying with Section 305 shall extend EXCEPTION: At washing machines and clothes {s• RCD q,� `- 1----------1 EXCEPTION: Gas um nozzles shall not be L C 303.2 Vertical. Changes in level of 1/4 inch 6.4 mm beneath the element for a distance not less than the dryers, the height of the obstruction shall be per- pump 1 PS CD y� ( ) 60 min required to provide operable parts that have an acti- maximum in height shall be permitted to be vertical. FIG,306.3 required reach depth over the obstruction. The high miffed to be 36 inches(915 mm) maximum above 1525 KNEE CLEARANCE forward reach shall be 48 inches 1220 mm maxi- the floor. vating force of 5.0 pounds(22.2 N)maximum. ( ) CHECKED BY: 303.3 Beveled. Changes in level greater than /4 Inch mum above the floor where the reach depth is 20 {b) Parallel Approach RMC ��• .r, ° (6.4 mm) in height and not more than 1/2 inch (13 mm) inches 510mm maximum. Where the reach depth maximum in height shall be beveled with a slope not ( ) P 309 Operable Parts Pl`i"` rI/ steeper than 1:2. FIG.3AN exceeds 20 inches (510 mm), the high forward reach ) P� MANEUVERING CLEARANCE IN AN ALCOVE shall be 44 inches 1120 mm maximum above the 309.1 General. Operable parts required to be accessi- ( ) ble shall comply with Section 309. FILE NO. 303.4 Ramps.Changes in level greater than 1/2 inch(13 floor, and the reach depth shall be 25 inches (635 mm) in height shall be ramped and shall comply with mm) maximum. 309.2 Clear Floor Space. A clear floor space comply- ingSection with Section 305 shall be provided. a, 309.3 Height.Operable parts shall be placed within one PROJECT NO. G NO. or more of the reach ranges specified in Section 308. 6299 DATE: G-005 A.1 .51 . ACCESS 13I L I TY NOTES ANL-;) DETAILS 12/16/2020 SCALE: AS SHOWN 401 General PROJECT ENGINEER: 401.1 Scope. Accessible routes required by the scop- 32 min 32 min ing provisions adopted by the administrative authority 815 815 TABLE 404.2.3.4-MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS shall comply with the applicable provisions of Chapter Approach Direction MINIMUM MANEUVERING CLEARANCES d pJ 3 r­di n 449 ez� I I �\V/Vj I Perpendicular to Doorway r----------I C 1 I I o Civi/Engineering&Construction Management 1 12 min` I I I E N From front 48 inches(1220 mm) 402 Accessible Routes 90° b Sliding Door i i 305 I I From side 42 inches 1065 mm ( } g 18 min I I I ( ) I I de Bruin Engineering, P.C. 0402.1 General. Accessible routes shall comply with E N ' 455 1 11 Union Avenue Bethpage New York ,11714 Section 402. i I 516.513.1313 -516.579.2574 Fax 402.2 Components. Accessible routes shall consist of one or more of the following components: Walking sur- _____ I ____________ faces with a slope not steeper than 1:20, doors and i doorways, ramps, curb ramps excluding the flared (a)Hinged Door I It is a violation of Section 7209 of the sides,elevators, and platform lifts.All components of an `If both closer and latch are provided I I ------------i New York State Education Law for any accessible route shall comply With the applicable por- I I I I person, unless he is acting under the o (a)Front Approach,Pull Side (b)FrontApproach,Push Side I I I tions of this standard. 32 min N� I I I I direction of a licensed professional ,. I l I er, to after an item on this 402.3 Revolving Doors, Revolving Gates, and Turn- 815 ^ ^ ___________ I engine y - F-------------- I I - o I I drawing in any way. If the drawing is Stiles. Revolving doors, revolving gates, and turnstiles I I I I E cj I I ' 1 , I N I I c altered under the direction of a shall not be part of an accessible route. �l I I i I E (n professional engineer,36 min I I I o I I I I o p g the altering 403 Walking Surfaces 915 , i .E N 42 min 1 � � l I I engineer shall affix his seal to the (c)Folding Door I 36 in 0 , 1os5 , I l I I drawing with the notation "altered by" 403.1 General. Walking surfaces that are a part of an (d)Doorways without Doors 1 915 followed by his signature, the date of _ ' I i i alteration, and a specific description accessible route shall comply with Section 403. FIG.404.2.2 ____ _ 403.2 Floor Surface. Floor surfaces shall comply with CLEAR WIDTH OF DOORWAYS ----- - I I I I of the alteration. Section 302. 403.3 Slope. The running slope of walking surfaces - shall not be steeper than 1:20 The cross slope of a than 34 inches(865 mm)above the floor. Projections (c)Hinge Approach,Pull Side (d)Hing(Approach,Pull Side walking surface shall not be steeper than 1:48. into the clear opening width between 34 inches (865 403.4 Changes in Level.Changes in level shall comply mm) and 80 inches (2030 mm) above the floor shall 12 min` not exceed 4 inches 100 mm . 305 -- with Section 303. ( ) f----------� I 1 Front Approach Side Approach 403.5 Clear Width. The clear width of an accessible EXCEPTIONS: I ' ' 22 min 0 1 24 min t t I I E N route shall be 36 inches(915 mm) minimum. 1. Door closers and door stops shall be permit- 610 FIG.Q04.?.3.4 In 1 560 EXCEPTION: The clear width shall be permitted to ted to be 78 inches (1980 mm) minimum C, I I I be reduced to 32 inches (815 mm) minimum for a above the floor. I I I I I r - length of 24 inches(610 mm)maximum provided the 2. In alterations, a projection of 5/e inch (16 ------ mm) maximum into the required clear open- 18 min ing width shall be permitted for the latch side reduced width segments are separated by segments `54 min(1370 f closer is provided LO 455 Stop. ) N REVISIONS DATE that are 48 inches (1220 mm)minimum in length and LO I I 36 inches (915 mm) minimum in width. 404.2.3 Maneuvering Clearances. Minimum I I maneuvering clearances at doors shall comply 403.5.1 Clear Width at 180 Degree Turn.Where an `If both closer and latch are provided I I •`48 min(1220)if both closer and latch provided I I X> accessible route makes a 180 degree turn around an object that is less than 48 in&es (1220 mm) in width, I l 205 clear widths shall be 42 inches (1065 mm) minimum with Section 404.2.3 and shall include the full clear (e)Hinge Approach,Push Side (t)LatchA ( ------ ---, opening width of the doorway. Required door pproach,Pull Side approaching the turn,48 inches(1220 mm) minimum P 9 Y• q L �� during the turn, and 42 inches (1065 mm) minimum maneuvering clearances shall not include knee -----------I leaving the turn. and toe clearance. 1 ' Pull Side EXCEPTION: Section 403.5.1 shall not apply 404.2.3.1 Floor Surface. Floor surface within the I 24 min i E o where the clear width durirg the turn is 60 inches maneuvering clearances shall have a slope not 1 610 ; 404.2.10 Vision Lites. Doors and sidelites adjacent (1525 mm)minimum. steeper than 1:48 and shall comply with Section - 1 ________ to doors containing one or more glazing panels that 302. ---_ I I 1 r.-_------- 9 9 g p AS PER BUILDING DEPT. 403.5.2 Passing Space. An accessible route with a - I I I permit viewing through the panels shall have the bot- COMMENTS 6.15.23 clear width less than 60 inches (1525 mm) shall pro- 404.2.3.2 Swinging Doors. Swinging doors shall I I I tom of at feast one panel on either the door or an vide passing spaces at intervals of 200 feet (61 m) have maneuvering clearances complying with `48 min(1220) 1 1 12 min 0 305 ! I = o adjacent sidelite 43 inches (1090 mm) maximum Table 404.2.3.2. if closer is provided I above the floor. maximum. Passing spaces shall be either a 60-inch I I E N E N ISSUED TO: (1525 mm) minimum by 60-inch (1525 mm)minimum 404.2.3.3 Sliding and Folding Doors. Sliding I 1 00 co EXCEPTION: Vision lites with the lowest part space,or an intersection of two walking surfaces that doors and folding doors shall have maneuvering X> g I I v X>8 I I more than 66 inches (1675 mm) above the floor provide a T-shaped turning space complying with rnm^h,;nn%ui+h Tnhln Ane 0 Q Q (g)Latch Approach,Push Side 1 I 205 I shall not be required to comply with Section 205 I 1 i TOWN OF SOUTHOLD PLANNING 4-1-22 Section 304.3.2, provided the base and arms of the FIG.aoa.2.3.2 I _ _______ 404.2.10. T-shaped space extend 48 inches (1220 mm) mini- mum beyond the intersection. TABLE 404.2.3.2-MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS 404.3 Automatic Doors. Automatic doors and auto- CONTRACTORS FOR MEETING 1 1-11-23 uratic gates shall comply with Section 404.3. Full pow- 403.6 Handrails. Where handrails are required at the TYPE OF USE MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS ered automatic doors shall comply with ANSI/BHMA TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 side of a corridor they shall comply with Sections 505.4 Approach Direction Door Side Perpendicular to Doorway Parallel to Doorway through 5f)5.9. (beyond latch unless noted) From front Pull 60 inches(1525 mm) 18 inches(455 mm) 404.2.3.4 Doorways without Doors. Doorways A156.10 listed in Section 105.2.4. Power-assist and 404 Doors and Doorways From front Push 48 inches(1220 mm) 0 inches(0 mm) without doors that are less than 36 incheE (915 low-energy doors shall comply with ANSI/BHMA 404.1 General. Doors and doorways that are part of an From hinge side Pull 60 inches(1mm) in width shall have maneuvering clearances A156.19 listed in Section 105.2.3.525 mm) 36 inches(915 mm) complying with Table 404.2.3.4 EXCEPTION: Doors, doorways, and gates designed accessible route shall comply with Section 404. From hinge side Pull 54 inches(1370 mm) 42 inches(1065 mm) 404.2.3.5 Recessed Doors. Where any otstruc- ( ) to be operated only by security personnel shall not 404.2 Manual Doors.Manual doors and doorways,and From hinge side Push 42 inches(1065 mm) 22 inches(560 mm) a4 tion within 18 inches (455 mm) of the latch Eide of (b) Push Side, Door Provided be required to comply with Sections 404.3.2,404.3.4, manual gates, including ticket gates, shall comply with From latch side Pull 48 inches(1220 mm)t 24 inches(610 mm) a doorway projects more than 8 inches (205 mm) Push Side with Both Closer and Latch and 404.3.5. Section 404.2. From latch side Push 42 inches(1065 mm)T 24 inches(610 mm) beyond the face of the door, measured perp-3ndic- 404.3.1 Clear Width. Doorways shall have a clear EXCEPTION: Doors, doorways, and gates designed , ular to the face of the door, maneuvering clear- FIG.404.2.3.5 opening width of 32 inches (815 mm) in power-on to be operated only by security personnel shall not 'Add 6 inches(150 mm)if closer and latch provided. anceS for a forward approach Shall be provited. MANEUVERING CLEARANCE AT RECESSED DOORS and power-off mode. The minimum clear opening Add 6 inches(150 mm)if closer provided. be required to comply with Sections 404.2.6,404.2.7, 3Add 12 inches(305 mm)beyond latch if closer and latch provided. 404.2.4 Thresholds. If provided, thresholds at door- width for automatic door systems shall be based on and 404.2.8. 4Beyond hinge side. ways shall be t/2 inch (13 mm) maximum in height. the clear opening width provided with all leafs in the Raised thresholds and changes in level at doorways shall comply with Sections 302 and 303. open position. 404.2.8 Door-Opening Force. Fire doors shall have TABLE 404.2.3.3-MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS the minimum opening force allowable by the appro- 24 max 48 min 24 maxEXCEPTION: An existing or altered threshold 610 1220 610 MINIMUM MANEUVERING CLEARANCES shall be permitted to be 3/4 inch (19 mm) maximum priate administrative authority. The force for pushing Approach Direction Perpendicular to Doorway Parallel to Doorway in height provided that the threshold has a beveled or pulling open doors other than fire doors shall be as(beyond stop or latch side unless noted) edge on each side with a maximum slope Df 1:2 f01fOWS: for the height exceeding '/4 inch (6.4 mm). 1. Interior hinged door: 5.0 pounds (22.2 N) max- From front 48 inches(1220 mm) 0 inches(0 mm) imum �� �� PROJECT: From nonlatch side 42 inches(1065 mm) 22 inches(560 mm) 404.2.5 Two Doors in Series. Distance between two 0 3 hinged or pivoted doors in series shall be 48 inches 2. Sliding or folding door: 5.0 pounds (22.2 N) E N FIRST U N I VE RSAL I ST From latch side 42 inches(1065 mm) 24 inches(610 mm} maximum D (1220 mm) minimum plus the width of any door oto L O E Beyond pocket or hinge side. Swinging into the space. The space between the These forces do not apply t0 the force required to CHURCH OF CD 0) N 00 N 00 doors shall rovide a turnin s ace com I in with 60min .M M M p 9 p PY ,a retract latch bolts or disengage other devices that ' SOUTHOLD Cor+inn Qt1A ��1525 � C p l hold the door in a closed position. E N , 1 40 2 9 D S surfaces within 10 °' i I �----------l ---------- 404.2.6 Door Hardware. Handles, pulls, latches, Door Surface. Door su ace wl In �� 60 min �t 4 rfa s v u l 1 inches (255 mm) of the floor, measured vertically, 1 I I I locks, and other operable arts on accessible doors 1525 51970 MAIN RD P P shall be a smooth surface on the push side extending �' FIG.403.5 1 1 E N 4> II I C (n __ ,t•, 1 I shall have a shape that is easy to grasp wiih one the full width of the door. Parts creating horizontal or �= SOUTHOLD, NY 11971 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 1 I E E (0 E o I 24 min I hand and does not require tight grasping, pinching, $ .4 i 22 min i v v j 610 I or twisting of the wrist to operate. Operable parts of (a) 3 DRAWING TITLE: 404.2.1 Double-Leaf Doors and Gates.At least one I I such hardware shall be 34 inches 865 mml mini- vertical joints in such surface shall be within1/16 inch AA l I L 560 -----_ ,.,_I�____ _ mum and 48 inches (1220 mm) maximum above the (1.6 mm) of the same plane as the other. Cvities ICC / 117.1�ZV�� of the active leaves of doorways with two leaves shall I --� floor. Where sliding doors are in the fully open posi- created by added kick plates shall be capped. (b) comply with Sections 404.2.2 and 404.2.3. tion, operating hardware shall be exposer and EXCEPTIONS: A. N .S . 1 . 404.2.2 Clear Width. Doorways shall have a clear (a) Front Approach (b) Pocket or Hinge Approach (c)Stop or Latch Approach usable from both sides. ACCESSIBILITY NOTES opening width of 32 inches (815 mm) minimum. EXCEPTION: Locks used only for security pur- 1. Sliding doors shall not be required to comply Y swinging ReANciivFniur.ri CAnAN91C Aro Q1 nwr-Arvin Fro niurr nnnnc p p with section 404.2.9. AND DETAILS Clear opening width of doorways with swin In doors poses and not used for normal operation shall not be required to comply with Section 404.2.6. 2. Tempered glass doors without stiles and shall be measured between the face of door and 404.2.7 Closing Speed. having a bottom rail or shoe with the top edge �'� stop,with the door open 90 degrees.Openings more leading9 tapered at no less than 60 60 min than 24 inches610 mm in de 404.2.7.1 Door Closers. Door closers shall be degrees from the horizontal shall not be inches (610 depth at doors and door- i 1525 SCALE: adjusted so that from an open position of 90 required to comply with the 10-inch 255 ways without doors shall provide a clear opening q P Y ( o degrees,the time required to move the door to an mm bottom rail height requirement, E N I width of 36 inches (915 mm) minimum. There shall ) 9 q � Y , open position of 12 degrees shall be 5 seconds `� ' A S SHOW N be no proiections into the clear opening width lower minimum. 3. Doors that do not extend to within 10 inches � � , (255 mm)of the floor shall not be required to 404.2.7.2 Spring Hinges. Door spring hinges comply with Section 404.2.9. shall be adjusted so that from an open postion of o�F 70 degrees, the door shall move to the closed o a E N position in 1.5 seconds minimum. 3 N C CD E,N DRAWN BY: tib. C,44 Fig.404.2.5 TWO DOORS IN A SERIES CHECKED BY: 0 RMC (P FILE N0. 42 min 42 min 5 1065 36 min 36 in 915 915 r x<48 FIG.403.51 x<48 PROJECT Nr TING NO. 1220 CLEAR WIDTH AT 1800 TURN 1220 6299 180 Degree Turn b Degree 180 Degree Turn G-006 (Exception) DATE: 12/16/2020 50ALE: A5 SHOWN Pq Y 604.3.1 Clearance width. Clearance around a water closet shall be 60 inches (1525 mm) minimum in width, measured perpendicular from the sidewall. 604.3.2 Clearance Depth. Clearance around the water closet shall be 56 inches (1420 mm) mini- mum in depth, measured perpendicular from the rear wall. 604.3.3 Clearance Overlap. The requi,ed clear- PROJECT ENGINEER: ance around the water closet shall be permitted to overlap the water closet, associated crab bars, r paper dispensers, sanitary napkin receptacles, dgI'll l n coat hooks, shelves, accessible routes, clear floor space at other fixtures and the turning space. No Civi/Engineering B Conslruclion Management other fixtures or obstructions shall be ivithin the 6047 Tollatpcs er dispenseshall 604.8.3 Doors. Toilet compartment doomshall required water closet clearance. comply with motion 30cf.4and shall be -7 inches comply with 5eGtlon 404,except that if the approach de Bruin Engineering, P.C. 604.4 Height. The height of water closet seats shall be (180 mm) minimum and 9 inches (230 mm) maximum in front of is to the latch side of the compartment 11 Union Avenue Bethpage New York 11714 17 inches (430 mm) minimum and 19 inches(485 mm) the water closet. The outlet of the dispenser Shall be 15 door, the clez^ance, between the door side of the 516.513.1313 -516.579.2574 Fax maximum above the floor, measured to the pop of the inches (3W mm) minimum compartment and any obstruction shall be seat. Seats shall not be sprung to return to a lifted posi- and 48 inches (1220 mm) maximum above the floor 42 inches (1065 mm) minimum. The door shall tion. or ground. There shall be a clearance of 11/2 Inches be hinged 4 inches (100 mm) maximum from It is a violation of Section 7209 of the EXCEPTION:A water closet in a toilet room for a sin- (3a mm) minimum below and 12 Inches (305 mm) the adjacent wall or partition farthest from the New York State Education Law for any gle occupant, accessed only through a private office minlmum above the grab bar. Dispensers shall not water closet. The door shall be 5elf-clo5ing. A person, unless h e is acting under t h e and not for common use or public use, shall not be be of a type that control delivery, or that do not allow door pull complying with Section 404.2.7 shall direction of a licensed professional required to comply with Section 604.4. continuous paper Flow. be placed on both sides of the door near the engineer, to alter any item on this 604.5 Grab Bars. Grab bars for water closets shall latch. drawing in any way. If the drawing is comply with Section 609 and shall be provided in accor- 604.8 Tollet Compartments. Accessible toilet altered under the direction of a dance with Sections 604.5.1 and 604.5.2. Grab bars compartments shall comply with Sections 604.a.1 professional engineer, the altering shall be provided on the rear wall and on the side wall through 604.5.5. Gompartments containing more engineer shall affix his seal to the closest to the water closet. than one plumbing Fixture shall comply with Section drawing with the notation "altered by" EXCEPTIONS: 603. Hater closets in accessible toilet compartments followed by his signature, the date of 1. Grab bars are not required to be installed in a Shall comply with Sections 604.1 through 604.1. alteration, and a specific description of the alteration. toilet room for a single occupant, accessed 6048.E UmIrhali~ Ac4essiil2k:Gompart_rren_t_s. only through a private office and no, for com- 4" rroax mon use or public use, provided rein'orcement 604.8.1.1 51ze. lo+eelchalr accessible compartments shall be 60 inches (1525 mm) wide minimum measured perpendicular Other fixtures not allowed to the side wall, and 56 inches (1420 mm) within this area deep minimum for wall hung water closets and 54 inches __ _ _ _ (1500 mm) deep minimum for Floor mounted water closets, i I I measured perpendicular to the rear wall. t 6048.1.2 Doors. Compartment doors shall not swing into 1 I i the minimum required compartment area. E � I I � I 604-53 REVISIONS DATE i ---------- - Toilet Gaspar hwnt Doors 60 min I, E Qo 603 Toilet and Bathing Rooms 1525 ti 603.1 General. Accessible toilet and bathing rooms Fig.6043.1 i 644.8.4 Grab Bars. Grab bars shall comply with shall comply with Section 603. 51rs of Clearance for Hofer Closet Section 609. 603.2 Clearances. 603.2.1 Turning Space. A turning space complying 6048.4.1 itieelchalr Accessible Compartments.A side-wall grab bar complying with Section 304 shall be provided within the room. with Section 6045.1 shall be provided on The required turning space shall not be provided the wall closest to the water closet, and a within a toilet compartment. rear-wall grab bar complying with 5ectlon AS PER BUILDING DEPT. 603.2.2 Door Swing. Doors shall not swing into the 6045.2 shall be, provided. ' COMMENTS 6-15-23 clear floor space or clearance for any fixture. Seat height 60" min. bo" min. EXCEPTIONS: 17-19 644.8.4.2 Ambulatory Accessible Compartments. 430-485 A side--wa l I grab bar complying 1. Doors to a toilet or bathing room for a single with Section 604.5.1 shall be provided on ISSUED T0: occupant, accessed only through a private both sides of the compartment. office and not for common use or public use (6) k4all-Hung Water Closet (b) F=loor Mounted Hater closet TOWN OF SOUTHOLD PLANNING 4-1-22 shall be permitted to swing into the clear 604.85 Goat Hooks and Shelves. Coat hooks floor space, provided the swing of the door 199.6044 provided within toilet compartments shall be 48 can be reversed to comply with Section Height or Water Gkoset bo4b.l.l Inches 0220 mrn) maximum above the ftoor or CONTRACTORS FOR MEETING 1 1-11-23 603.2.2. WieeWmIr AlNess Toilet Compartment ground. Where provided, a Fold-down shelf shall 2. Where the room is for individual use and a 39-41 be 40 inches (1015 mm) minimum and 45 Inches TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 clear floor space complying with Section 990-1040 c 36 min (1220 merry maximum above the floor or 305.3 is provided within the room beyond 54 min I=� 915 12 min partition group 1. the arc of the door swing, the door shall not 12 max 1370 i be required to comply with Section 603.2.2. 305 24 min 305 605 Urinals� 603.3 Mirrors.Where mirrors are located above lavato- 42 min 610 6" min. ries, a mirror shall be located over the accessible lava- 1065 150 605.1 General. Accessible urinals shall comply with tory and shall be mounted with the bottom edge of the Section 605. reflecting surface 40 inches (1015 mm) maximum b 605.2 Helght. Lk-Inals shall be of the stall type or above the floor. Where mirrors are located above coun- Section 609.4 0 '0 rn ( shall be of the wall-hung type with the rim at ters that do not contain lavatories, the mirror shall be \o � �+ ° Y 17 inches (430 mm) maximum above the Floor or mounted with the bottom edge of the reflecting surface -- ;' °' �, o �;, o.0 9 m`"' " ground. F] 40 inches(1015 mm)maximum above the floor. M o °' v B max. EXCEPTION: Other than within Accessible dwelling Co o `� 605.3 Clear Floor or 6ra,nd Space. A clear floor 9 or ground space complying with section 305 positioned or sleeping units, mirrors are not required over the for fors4ard approach shall be provided. lavatories or counters if a mirror is located within the same toilet or bathing room and mounted with the " ' "" ' " 605.4 Flush Controls. Flush controls shall be hand bottom edge of the reflecting surface 35 inches (890 Fig.6045.1 fig.60452 6.. max. operated or automatic. Hand-operated flush controls mm) maximum above the floor. Side Will 6r�U B r Rea`Boll Crab Bar shall comply with 5ectlon 3041. for Hater Closet fcr Hater closet 604 Water Closets and Toilet Compartments (o) Elevation (b) Plan and Sinks. PROJECT: ltvatp�jgs 36 606.1 6 neral. Accessible lavatories and sinks 604.1 General. Accessible water closets and toilet cam- az max 0 915 x Fig.604b.1.4 shall com i with SeGtlon 606. partments shall comply with Section 604. Compart- 1070 W 24 min Toilet nt Tc+B GlearYaice E " 0 610 py FIRST UNIVERSALIST cents containing more than one plumbing fixture shat) 24 min 6062 Glees^ Floor or Ground Space. A clear floor CHURCH O F comply with Section 603. Wheelchair accessible cam- sio } or ground space complying with section 305.3, partments shall comply with Section 604.9. Ambulatory 11 min 604.8.13 Approach. Compartment arrangements shall be positioned For forward approach, shall be provided. SOUTHOLD accessible compartments shall comply with Section € N soy M permitted for left-hand or right-hand approach to the water Knee and toe clearance complying with Section 306 604.10. co Secton 609.3 � shall be- provided. d GIOSBt. Ion= 51970 MAIN RD, EXCEPTION: Water closets and toilet compartments I. A parallel approach Shall be permitted to a primarily for children's use shall be permitted to com- 604.6.1.4 Toe Clearance. In wheelchair accessible compartments, SOUTHOLD, NY 11971 ply with Section 604.11 as applicable. the front partitionand at least one side partition shall provide kitchen sink in a space where a cook top or a toe clearance complying with Section 306.2 and extending conventional range is not provided. 604.2 Location. The water closet shall be located with 6 Inches (150 mm) deep beyond the compartment-side Face of 2. The dip of the overflow shall not be considered DRAWING TITLE: a wall or partition to the rear and to one side. The een- (a)Protruding Dispenser Below crab Bar (b)Protruding Dispenser Above Grab Bar the partition, exclusive of partition support membem. Toe in determining knee and toe clearances. 'CC Al 17.1-2009 terline of the water closet shall be 16 inches (405 mm) clearance at the front of the partition L5 not required in a ,3 Height and clearances. The front of lavatories minimum and 18 inches (455 mm) maximum from the compartment greater than 62 inches (1575 mm) deep with a A. N .S . 1 . (� ��+ �+' f61 and sinks, shall be 34 inches (865 mm) maximum side wall or partition. Water closets located in ambula- Wali--hung water closet or 65 inches (i650 mm) deep with a tory accessible compartments specified in Section floor-mounted Nater closeabove. the floor or ground, to the ACCESSIBILITY NOTES rim Dunor ad, counter surface. t. Toe clearance at the side partitlon , 604.10 shall have the centerline of the water closet 17 Fig.6047 15 not required in a compartment greater than 6higher of the Fixor r 6 inches (1675 mm) AND DETAILS inches (430 mm) minimum and 19 inches (485 mm) lAsperger LocdUon wide. 606.4 Faucets. Faucets shall comply with Section maximum from the side wall or partition. 604.5.2 Rear Wall Grab Bars.The rear wall grab bar 309. Hand-operated, self-closing Faucets shall remain shall be 36 inches (915 mm) minimum in length, and 604.82 Ambulatory Accessibleencsshall beCompartments. open For 10 seconds minlmum. Ambulatory accessible compartments Shall be 60 inches � extend from the centerline of the water closet 12 SCALE: inches 305 mm minimum on the side closest to the (1525 mm) deep minimum and 36 inches (915 mm) wide, C4mpartnierlt ( ) 6065 Bowl Depth. Sinks Shall be 61/2 inches (165 wall, and 24 inches 610 mm minimum on the trans- door's shad not swing into the minimum required _ _ fer side. ( } compartment area. all have at least onelpompartpment complying with EXCEPTIONS: this requirement. A S SHOW N 1. The rear grab bar shall be permitted to be 24 inches(610 mm) minimum in length,cen- TABLE 604.9.3.1-DOOR OPENING LOCATION tered on the water closet, where wal space Door Opening Location Measured From Dimension does not permit a grab bar 36 inches (915 From the side wall or mm) minimum in length due to the ocation partition closest to the water closet 56 inches(1420 mm)minimum DRAWN BY: .. of a recessed fixture adjacent to the water Front Wall or Partition or '.��RED A'�C. `4 16-18 17-19 Closet. From the side wall or 4 inches(100 mm)maximum FS r \c� �` �4 yi 405-455 430-485 I� '9.;. 2. Where an administrative authority iequires partition farthest from the water closet -s� 44✓ �' '�,,_ s; n `o a Accessible Water b Ambulatory tri CHECKED BY: Q' a k: -A O O ry flush Controls for flush valves to be located From the rear wall 52 inches(1320 mm)minimum :A ,_c �k.•`.k Closets Accessible Water Closets in a position that conflicts with the location of Side Wall or Partition - Lt. _ FIG.604.2 the rear grab bar, that grab bar shall be per- wall-Hung Water Closet °f RMC WATER CLOSET LOCATION From the front wall or partition 4 inches(100 mm)maximum j m ,c miffed to be split or shifted to the open side , P From the rear wall 55 inches 1395 mm minimum of the toilet area. Side Wall or Partition ( ) Mg. -50-53 FILE N0. tG r �, 9 Floor-Mounted Water Closet or Height of Ltitvotorleq cid Slinks , A TABLE CPTH From the front wall or partition 4 inches 100 mm maximum MAXIMUM REACH DEPTH AND HEIGHT p ( ) Maximum 0.5 inch 2 inches 5 inches 6 inches 9 inches 11 inches 606.6 Exposed Apes and Surfaces. hkiter supply and drain pipes under lavatories and sinks Shall be PROJECT N0. G N0. Reach Depth (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) insulated or othersiise configured to protect against Maximum 48 inches 46 inches 42 inches 40 inches 36 inches 34 inches contact. There shall be no sharp or abrasive surfaces 6299 Reach Height (1220 mm) (1170 mm) (1065 mm). (1015 mm) (915 mm) (865 mm) under lavatories and sinks. DATE: 6-007 A.N.51 . NOTES AND Ila v � 12/16/2020 SCALE: A5 5HOWN 1 -- 9 PROJECT ENGINEER: 93'_8" d e 't"VI 1 in-- C/o Engineering&Construction Management 8-2 8-6 32 38 1 de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 8'-2" CL 8, cL 8, CL x,_10„ 3'-191Y" a 12- �" CL 12'_934" CL 8'_I1Y4° Westbury-New York-11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the A New York State Education Law for any A-20 47_ _02 A_02 person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering m -- a -- I----- --------------------f �-------------------------, on "alt by„ engineer shall affix is o the _ drawing with the notation "altered I _ _______ ___'______ I followed by his signature, the date of I ___ I alteration, and a specific description m of the alteration. r-------i I I '• I -v I I I :• I :• I I I CL I I 10"I I 36'-4" 110" I I I .• I �— A 204 L_ s J I I H � s r I A-2e4 I NOTE: I I I I • I I I I CL CONTRACTOR TO REFER TO STRUCTURAL I N DRAWINGS FOR CONCRETE FOUNDATION AND I � F---- i----- r STRUCTURAL FRAMING INFORMATION. I I N I I I 0 I 0 REVISIONS DATE I I I ` • I I I I I I I ." I L -� I I I I I --- L J • I I �------J 1 .' I I I �• I I •, I I I I I : I I .'' I •� I G JA-204 3 R A 6-112"EA =N I I T 1 IIEA I I " I - ---------------------------------� �cD I I �-- � U��Tp -112"EA CL 3 ---- I— I ! n EA ISSUED T0: g r-———— -------------------------------- I I ---J I I �- J ---� i TOWN OF SOUTHOLD PLANNING 4-1-22 L_ _J L_ __J I — I I CONTRACTORS FOR MEETING 1 1-11-23 1-J CL i TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I I I ' I Ile" 1'-I3�4 I, L 10' 31,_2„ 10" 36'4„ 110" ► — r m ' r I 1 I ------------ %I �' . BASEMENT FL ELEV. I CL i-————•--i F F----- A-x03 1 I I I I I I I I I I I IF A-263. UNEXCAVATED I I I I 0 ° i 4" POURED 1 1 I I I I I r I I I CL CONCRETE SLAB :• I I I I I N I I N I I I I L L---- L----J L----J I I I •p I I I I ---- I L GL -_�..------- I ————————____I 2" CONCRETE SCREED COAT 10" 6'-2" 10" I L__ _J ----- = I I I -;r PROJECT: r GL � • ; � 8" x 16" CRAWL SPACE VENT WITH FIRST UNIVERSALIST .' I INSECT SCREEN (rYP) CHURCH O F _ SOUTHOLD -� I --------- -------------------------J _ I I I I I --- CL - I - --------------------- -- I ° I � I I �° j I - ------ - 51970 MAIN RD, L------------- L-I I I I I I -- SOUTHOLD, NY 11971 J L— J I I I L___J 4-11 I I I CL `Q DRAWING TITLE: I =w I r I CL N FOUNDATION PLAN N A-03 GL I $ I I N - 10" le" 11'-4" le" T . I - -- SCALE: W ———————— —— ___—___—_ ——————————— cn I N -N SCALE : 3/16"= 1 '-0" ----- -- -- » m A c o DRAWN BY: A 201 A-201 A-202 A 202 PS \���R D A� PS / 4'_3„ 6,_6" 6,_6„ 4'_3„ 8'-3„ 3'_6„ 3'-6„ CHECKED BY: �, i • "� a GL GL GL GL CL GL GL 5' 0 5 10 8'-6" 29' 13' 12,_6„ �, 316»_1._0» RMC FILE NO. ' PROJECT - NORTH PROJECT NO. DRAWING NO. DATE: A-101 FOUNI�)ATI ON FLAN 15/04/2021 SGALE: 5/16" = 1 '-0" PROJECT ENGINEER: de �-��in CiP,Egning&COnstructi0n Management de Bruin Engineering, P.C. 8'-6" 32, 38, 1400 Old Country Road-Suite 106 Westbury-New York-11714 / - 516.513.1313 - 516.579.2574 Fax 4,_3„ 4,_3„ 8,_2„ 8/ 3'-10 „ _- - -- X2,_4/ �' -Ja�„ 8-114' It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the A c ° direction of a licensed professional A2 A 01 A202 A202 engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the 3' 3'x3'x4' PILASTER O O drawing with the notation "altered by" WITH LANTERN _ followed by his signature, the date of I description -- a teratio and a specific d ript' ;� ye of the alteration. - IY2" REF o KITCHEN H fo 0 6 DCB OA 104 i AO -� p A-04 DW DW D SMALL GATHERING PLACE P PANTRY 15 � I O - 109 i 115 II, REVISIONS DATE ilk i i _ N MEMORIAL GARDEN Ig�l �- K,An Z3 115 �I RESTROO i� � �9: WILL. (�Dr.1rpFz,M T'a L CL _ 1i 9A 9B GU o _----- ------------ ---------------- FOYER --------- — A-204 ---- 'J � A-204 II FOYER 5 DOOR ; DUCT ENCLOSURE, REFER 120 N DA�h0�125 4� 114 ATTIC ST IR 15 a q eA (ctto23 —� -� TO MECHANICAL DRAWINGS gg'��4411� 5 3 2' - ISSUED TO: CLOSET RESTROOM ACC S I L - E S RESTROOM M 2 D B E RE R O TOWN OF SOUTHOLD PLANNING 4 1-22 2.4 s � N -- � v�STRY - - -- i` 124 Y' y fl 1 \ 19 113 CONTRACTORS FOR MEETING 1 1-11-23 °A To �0 2020 A ,rm" JAN. CL l �; EQ - TOWN OF SOUTHOLD BD FORAPPROVAL4-19-23 N � - • in _ - 123 � � P --- -_ M !o ACCESSIBLE RESTROOM LZ --- `7 i DCB 0 ENTRY VESTIBULE A � �' ; O<!4 ACHANCEL GALLERY -- - �; BABY CHANGING STATION C' F '� D 02 A-4el MEETING ROOM -40 [� 111 ; <t A-203 DN h r ' F A-103 N DN — GL=- _ -- -- 101 102 P _ `� - p �jFIRST_FL ELEV. CHANCEL `r v C A ` �A iB k FL.ELEV. 8 3g 2 11 1� 5 12-4Y PROJECT: 4„ g,_�„ les � LOBBY VESTIBULE S h, = 10 o m m FIRST UNIVERSALIST _� SIDE ENTRY CHURCH OF 2 3 4 SOUTHOLD s 122 DOUBLE HUNG WINDOW 0 51970 MAIN RD, `" SOUTHOLD, NY 11971 O O O 106 I0, 108 O COVERED DRAWING TITLE: DUCT ENCLOSURE DC6 ENTRANCE .� A 0^ � -- C ADMIN OFFICE f HAIR STORAGE MINISTERS OFFICE FIRST FLOOR PLAN 5A O O -S cv \A-203, `� I 4 5 -� A-203 18" DEEP (5)314" PLASTIC GL SUPPLY CLOSET - gA ! LAMINATE SHELYES -� A 0� 4 12 4I/, I,_�„ 110,_3„ P>x SCALE: M _ 0 SCALE . 3/16"= 1 '-0" _ sy O - � DRAWN BY: _ A e c ° / �D Aq A 201 A 201 A-202 A 202 PS C�, CHECKED BY: �_I., - -- ---- - RMC 8,_2„ 8' 8' 4'-10„ 11,_3„ 4'_3„ (0,_b„ �, „ 4'-3" 8,_3„ FILE N0. 29' 15'-b" 13, 12'-6" (Ir� 5' 0 5 10 3/16"=1'-0" - -,m u - 'IS'_5 PROJECT NO. DRAWING NO. PROJECT - NORTH A- 102 DATE: FIRST FLOOR FLAN 15/04/2021 SG?�LE: 3/16" = 1 '-0" PROJECT ENGINEER: 90'-11" 32' 38' 11'_5" d. 1n CJvi/Enginee/ing B Consliacli017 Managemenl 19' 19' de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 A p 516.513.1313 • 516.579.2574 Fax A-201 A-201 A-202 A7 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the ------------- ----- T - ----- drawing with the notation "altered by" — — -- tifollowed by his signature, the date of N,7777=777777, 7=7 y KO - - alteration, and a specific description of the alteration. I ' I I it I I I H ---------------i A-T04 H A 204 I I I I I I I I I = I I I I I I - — I I � I 1 I I � I I 1 I I � I I 1 I REVISIONS DATE � I I � I I I I I I I I I I I I I I 1 I I I I I I IHR I I --------------- G G 204 MECHANICAL ROOM - - A-204 Y I HR II 24 i 1 I � II `1 I I � I 2Y'-g�" rain N ISSUED TO: _ I I , TOWN OF SOUTHOLD PLANNING 4-1-22 cn i_-_--- i_-----_ r 1 HR 6 LABEL CONTRACTORS FOR MEETING 1 1-11-23 DOOR TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 8 39-2 I � I I ¢j � ', I I ----------- MEETING ROOM UNFINISHED ATTIC F A-203 \` ' R i - 2-3 - ` A 103 \ I , II i I 1 z I PROJECT: FIRST UNIVERSALIST I I I I I I I I I :� - CHURCH OF I I I I I I I I I _ SOUTHOLD IIL L------J L-------� I'----------1� L------L i I _ �, II ,' I 51970 MAIN RD, SOUTHOLD, NY 11971 I I I i DRAWING TITLE: I -------------------- I I Y2„ ATTIC FLOOR PLAN E N E in A-203 A-203 t I I L______________ J II I 0 I K SCALE: W % — „ F ALE: 3/16"= V-01' -------------------------------------------------- --------------------------------------- ----------- . ------------------------------------- A DRAWN BY: A-201 A-201 A-202 A-202 PS � aEo aR�y CHECKED BY: CZ PROJECT NORTH RMC 29' 41' 4'-11" 5 0 5 10 FILE NO, 3/16"=1'-0" PROJECT NO. DRAWING NO. DATE: A- 103 ATT I � FLOOR LAN 15/04/2021 SCALE: 5/16" = I '-O" PROJECT ENGINEER: 96,-(O„ de�3�r i n 8,—(D" 31 38' 18, Cfvi/Engineering Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 A B c D 516.513.1313 -516.579.2574 Fax A-101 A-401 A-!04 A-182 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the ' t , I - , - drawin with the notation "altered by" a -,_ --¢ 1 - - -f g t c _;I_ s � _ , - I ` _ I I ,, , followed by his signature, the date of i '� alteration, and a specific description ,, J , of the alteration. 1 F 1 „ J 1 , , I - , I , I , r i , I I { I 4 -I 1 1 1 ` , _ 1 ; I ! I , I I I } 1 i . r � , I , , A-04 I r - - I : I I' H I ° 1 A-404 j 4 i 1 -1 -' .1 - r F _l i J 1 11 -'I' 1 j O - , _, , I 1 1 I } -I -C , I } �' I- , � J--, OI { ,: l I I 4 I PITGH I , 1- , I E r I E . ! O 1 1 , : 1 , I , i r I I REVISIONS DATE I , " r I I ' �. ! ? C l I I i 1 1 _ ) } ` -i , , 1 P , I I I : 1 - , , -- l 1 - _ , e O ( 1 I r _ 1 ' r I J � 1 1 , 1 ' ' A-104 r - - - G { _ -I - 1 , �� j 1-1- r-. •- r- a - -k: , A-Y04 ? > ! I I , , .-. . ' I > ', - f I : , _ I 5 IT 1.1 I I J - , P C T, - > - , ; it I i � r I 1' , ISSUED TO: I I 1 I I I F , z ,. - - __ - _— -- ` ----- ------ -----'--r------r. . . 1 i .-1 !•; , ,,f i .;_, ,i - : .,''_ r, . i' - ` I ( j 1I -, II I � ,I _ ' --�' ---- -'- _ _ - I' r } - TOWN OF SOUTHOLD PLANNING 4-1-22 nn - �i 11 1- F ' I , O _ 0. 101 O 'v - I 0 r- l J - - ' II - 1 'I ITG t H PITGH I I - - - - - - - NTRA T CO CORS FORM E E TING 1 11- �' 1 23 J , I r , I - ,'' rI i T WN F H 0 0 SOUT OLD BD F R J I! I � {� r �� 1 0 APPROVAL 4-19-23 �. i 'z � x 'i _I , I ,, 1 u : u u u A, _ ; I 11" I I J I , , , ,' ; ! I I , n u : - � 1 I i t `I '� 1 I� I l IL'' i-A 0 i f `' I I - �� _ 1 l _ I _ _ _ I' J J � , '1 1 L J r I I I I` i r' +I, l i n ! I ' -_ t _ z i H 'I' P r / I J / J ( j -_ - A - l 1 - - - l `I 1 I - - - - - - J , i 1 , I -- 1 I 1 I - r , � I I I .I 1 I 1 I _ i "l _ `I - - 1 I- - I i - - , - A -i - , i 1 ,Y - i I - - ! i 1 r I 1 I" I I MI i i O - 1 I � I 1 � I I , I' _ I-, I ' J , l 1 I ! I r '� 1 Al 1 1 -i 4 _ 'I- 'j. r_ „I , F A-403 M 1 I ^i' 1' A-203 ITC O I p H tGH� J A � I 1 �I -' 1 ' i }_ 1 , I 1 : I i I i , I I r M -+. -I, ,C U rl' - - - I' i ,� !I" l a I 1 _ _ I I .I Z F -. , .I : i I .I.. _ I . M • } r ,' I I I' r' I I I l i I I' :O 'I I� _ 'I 1I i' 1 _ , � I I 'I' �I - - _1-. - A- - :I n I� I I - - 'l' l� I ! 1 < 'I '1" l f, I 1` A - - I 1 - 'I' 'Tl- � I I I , r 1 I } A 1 ♦1 1 7 ill I I J- 1� r - .. , �! i �A - -� I• _ A 5 I I- ! I I J^ ' I' I I _ -1 - ," J 1 _ _ 1 I I 1` U lY ,I, j I -I- i I I , 41 1' J r' I I Q : -_ - - - _ , , - PROJECT: , -I. ! I i F [' I 4 L - I- I� 1 1 II 1� i I 1 - , i` , 7 S 21' I 1 AA f � 1 � U U i u, , _ �,� I I , I� I i li, 1 I ,u I,, ,- I ,I. r I. FI T RS UNIVE s, a I RSALIST , ^ ^ _ ^ I `I ^ , f ` 1. I -W 11.. � -1 �I^ ((L i I-i' : t i I I - `I `r I I , 'Z I i t � , I , S � CHUR CH F 1 0 I �_� I ;' r I �r I^ i" Ir {! J' J I `I `r — S TH r � I , OU OLD I i � _ T I i - - A. E S E1 �r 1 - 1 `IJ 'I 'l� I I OI O _ O , r 1 I iYl I- 1 `J ! l I J. 1 =, - ' 51970 MAIN RD -1 �' 1 I 1' _ I , � 1 'I� -I } 4 ; A: I� A , ,I SOUTHOLD NY 11971 I` , r 'I - r I I I 1 i' i }- DRAWING TI LE: PITGH - `, , PI7CH r T I I I 1 " 1 I - -- I , , . 1 , �4 e ! PITGH i I I ; } 1 A493 jI O I -�, ROOF PLAN r 1 1- A-Y03 -- - "_ - } — __ I - , '- - _ I , "i' : , I 1 I I , : ( r , r ' I I -,11 ; , s , ! '' i , 'F ' , ' 1 i -i f i i , r I ; SCALE: w -= 'i - ` -- y i I1 t F - --' ` F r \ i 4 — M i ,} t I- PITH PITCH - SCALE. 3/16"- 1 '-0" _ ' ' -13- 0_ !' Ij < a DRAWN BY: A B G D /` A-201 A-401 A-404 A-404 PS \����� AACy �7 / PROJECT " �' CHECKED BY: * '� ' . . 1' 8--6" 19 15-(O 13 12-(0 l-(O 10-6 N 0 RTH RMC 96,_x„ � . 5' 0 5 10 FILE NO. 3/16"=1'-0" - �~_— " PROJECT NO. DRAWING NO. DATE: A-104 ��� ���� 15/04/2021 SCALE: 5/16" = I '-O" a M PROJECT ENGINEER: dBr i n Civi/Engineering B C0nSM10f/0n Management 1"-10� IS' de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax A e G D A-201 A 101 A-202 A-102 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" -- ---- „ followed by his signature, the date of - alteration, and a specific description 48"AFF �`\ �,%—' 48'AFF of the alteration. GFI ` \ GFI ------------- -- _ -( --------?------ KITCHENH---- 1 r I / H GFI 48", AFF IS°AB GRADE I _` - - ----- - PANTRY\\ SMALL GATHERING PLACE r � REVISIONS DATE CIA MEMORIAL GARDEN IESTROO m 1 F = _ _ + _ - - ---- A-204 . ' FOYER \` % i 7 ` \, A 104 ° ' \ i \\ ----'' i \4 I v i TO ATTIC / \ r CLOSET RESTROOM GFI r'' �� �/ 1�`"' \�I -\•�\ 'ATTIC STAIR`\` ISSUED TO: It „ r, CCESSIBLE RESTROOM ,� �' -- EMS II TOWN OF SOUTHOLD PLANNING 4-1-22 VESTRY , ,------------ - _ n CONTRACTORS FOR MEETING 1 1-11-23 � '---- - TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 rr 4 'AFF _- , / \ 48 AFF \ - - - 1+ \\ \`� ` \ cn 14 "AFF,GFi � — ---- CCESSIBLE RESTROOM GALLERY �' MEETING ROOM CHANCEL F , LEGEND A-203 POUTER AND LIGHTING w \ CL C I� I'X4'LED TROFFER PENDANT _ _jj JL �,fyl r --- WALL UGHT ENTRY VESTIBULE LOBBY „ VESTIBULE \ EM RECESSED CEILING UGHT \\ \\ \\\ \` 1 / \1 COVERED I PROJECT: I ' 'AV ' E' \`\ '' \ ENTRANCE m SOCKET,110VSTANDARD FIRST UNIVERSALIST SOCKET,IIOv STANDARD CHURCH OF - . - ----- - ---- __ - ------ - SOUTHOLD i _-_ _ / \ \ i SOCKET,II6V GROUND FAULT CIRCUIT SIDE ENTRY _cel _ _ _ ,,_'---_ .- - __. .-------- SIDE - — El ' WATERPROOF OUTLET 51970 MAIN RD D, SOUTHOL NY 11971 I I �� QUAD OUTLET n ,• •\ II `\ ° ,'�/' e �`tF\ :'''i�^_----'-iYe DRAWING TITLE: u - J_ , Ir + SWITCH,SINGLE POLE 1 I / I I FIRST FLOOR 5A SWITCH,3-WAY REFLECTED CEILING CHAIR STORAGE I + 1 ~ A-203 i �I \`\ 1\,\ \\ J A-203 E AND POWER AND j m 120 SFM FAN 6A - � ';ADMINOFFICE: LIGHTING PLAN 1 r \\ TELEPHONE 1 DATA OUTLET 1 (Y COMBINATION LED EMERGENCY SCALE: + — 1 l--- _ I'm W ' -- — UGHT \ U H WITH BATTERY BACK UP MINISTERS OFFICE SCALE: 3/16"- 1 '-0" D 5 A c D 40 DRAWN BY: _ A-201 A-20I A-202 A-202 �� E D ARcy PROJECT PS 29' 15,_6„ 13' 12'-6" 7'-6" 10-6" NORTH CHECKED BY: RMC 5' 0 5 10 3 16"=1'-0" FILE NO. PROJECT NO. DRAWING N0, DATE: A- 10 5 FIRST FLOOR REFLECTED GE I L. I NO AND f=O, NER AND L I OHT I Nr--7 ALAN 15/04/2021 SCALE: 5/16" = I '—C" PROJECT ENGINEER: dem dn 1$' Ci✓i/Eng/n001/ng&COnStAW10n Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 A e c o Westbury-New York-11714 A-lei a z0i A 2e2 a-2e2 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering ---- --------------------------------------------------------------------------------- engineer shall affix his seal to the „ drawing with the notation "altered by" -- t followed by his signature, the date of _ alteration, and a specific description - -- --- of the alteration. I I I I , I I H -- - -- -- —-- H A-204 A-204 I i I i I i I I I _ � I I I I I — I I I I I REVISIONS DATE I I I I , I , I I I A-64 - - --------- - MECHANICAL ROOM j A-204 I I I - I I I — -------- I _ _ ISSUED T 0: V u - - TOWN OF SOUTHOLD PLANNING 4-1-22 --------------------------- ` CONTRACTORS FOR MEETING 1 1-11-23 I TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 N - I r , I UNFINISHED ATTIC i Y3 � � I I i MEETING ROOM - - -- F I F A-203 -- --- � i A-203 N I i I i PROJECT: ----------- FIRST UNIVERSALIST ------------------------- - L=L CHURCH OF , I SOUTHOLD 51970 MAIN RD, I SOUTHOLD, NY 11971 ---- --- DRAWING TITLE: I I I I , I _ I ATTIC REFLECTED , I � i�l A 203 I A-203 - - CEILING PLAN L--------__----------- -- --- - -— -- - - --- I I , I I I , I I I - I I I I I ------- ------------- - SCALE: W F �— F—c. — -- — -- — — — -------------------------------------- r► SCALE: 3/16"= 1 '-0" L---------------------------- ---------- DRAWN -----Y------------------Y-- -------- DRAWN BY: PROJECT PS RE0 AAC'Si 29, 16'-6" 13 12'-6" 1'-6" 6 -3 NORTH N 0 RTH M ��� CHECKED BY; S2'-3Y4 5' 0 5 10 RMC 3/16"=1'-0" FILE NO. I s PROJECT NO. DRAWING NO. DATE: A- 106 FIRST FLOO =_F E(�,TED CE I L I N(�,; FLAN 15/04/2021 SGAALE: 5/I6" = I '-O" PROJECT ENGINEER: dej3refi n :.,I,, "'-"'!- Civi/Engineering&COnsf ICA0n Management IJ T,Y , -,I I i 4 J. ,,rr} I- de Bruin Engineering, P.C. ' ' _1', ' 1400 Old Country Road-Suite 106 r -- Westbury-New York-11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the , CONT.VENTED New York State Education Law for any RIDGE person, unless he is acting under the TOP OF PLATE ---- : ,_--. t-- .. . , ,, - __-- _- _ — / \ TOP of PLATE direction of a licensed professional �! zf: �� dir d p f I +19-3-3' Y I. , r, ti^ ' ~' ' ' `. T +19-3' engineer, to alter any item on this 1, - T drawin in an way. If the drawing is - I -' I I` I' , , I 1 9 Y Y 9 1 ; `r altered under the direction of a J I �/ I , I;.. I� I ^ i i 1 ; ' / \ r engineer, t T I professional e g eer, he altering r 12 12 1' 1' i I' I' i ri 1 1 I_', engineer shall affix his seal to the �,, g 'I I: I I i 2 z . - - r; drawing with the notation altered b l`, [ , 1' l 1 i I I 9 Y /: T followed b his signature, th t , l- .I! � 11 1 o ede date of I '� � �� � I�' 1 Y ; I I' I ,". r r /' I ; I [., ' , - _:_ . ._ J - specific description I B J I I � , I � ; 1 I �'� \ � alteration, and a spe ript' !f �T� 1 I `\ J 12 1 \, of the alteration. I , , / II \ - I , I` T L 11 \ IT 1 I , . 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J'1 I^I 1 I ^a, �� I JI I' JC r I iIJ I I T T - -- I,. 1 I i,_A504 ^" ^ r i.l La I J l ' j I I I I ' I ^ -k _A ,, a 1 A, I I- �-k I ^I'I , I,Ik JJ _ 51970 MAIN RD, I:ITr I ,'--�1,JL, ' �,,I,I,I, I I I I"°J 1` , 'I "' .r:,i l z r I ,I ;'7 1 �I �i T r �', 8 COMPRESSED FIBERGLASS BATT INSULATION ti " ���; _ I '' I I Y, SOUTHOLD, NY 11971 ., -' LI;J I a r "z I'I`; - 5/8" TYPE X GYPSUM BOARD `'N ' -t, L tiT'-)J., IJ.,,,.^ '�..+.ii1..L :,1 � .ter'' .,l_-., '1.�+f A�,-iA l� Tl ^ IJ,-1,.,,�[' IA,'J„ •- I T i, A I_, �� I, IT,I [, a t_ ''Irl^Ir I-ITI y^ I:IJ^J,.I, c(v ^ JiI a '� I ,J. aaJ a�_rr' J_r ,J I JIJI I I TOP PLATE > _ I,:�i C L,L_I -, I J 'I I J ,] t �I I J-,I L, A I T I lI .J 1 A_J I I I., rI l;.1- I ti-a I , I "I IT a 7 l a7rT I.: I r' I ',J.' ,,r t I CI `;:-, \ ^.i .L I tiT.J,I r" , ' I,^'I `1 �� TOP PLATE + -'-(� 1 k i I .'I,_'7 :�I I J l I ,I i. I I_I.L iI Ia_I, x^ J,I ,_I,4I-- I.1 -- I - \ Ii I., I . J`I. l I r,A �— ---- DRAWING TITLE: 11-5' J _ JTJ I 1 I J JTLI_i J J I_I [ .i J- i I ; a. I;,XI^J 1 I 1I_�J_ I7 J_I�_, +12—e +F' C.JT`I J T I I- I''` J,7( I, 7 I `I J 7 I s r'T L T`1 P[ `T 1 I I x �^ I.1 I J 1 ' 1 \I.: I`JJJ . J I�,, I J , X Il ^,C , 1 a ^ I I s,I i ,I"~1 J ' 1 [i^ , II '1 }I } I J I I I I l l I^, 1IJ'hiI'^I^`,T t '(Alli J �, L J �l II 1 Ti I J I- - � ,a,-I I, J '^I l`r I ' A, ], I'r J {CJI . I'.J I . ' r I �, I r,I.J; 1J II 1 i i I. I:, WALL ASSEMBLY AT MEETING ROOM I I,' I I 11.J,�^[ I A a I,;T.[^.J ' i I _^I J",+I 1`a J ' I I 1 I_ J Ill I I, T J [!-,'I','; I l 11;,J�:�:''AJ i I L Ty-_'J l A,r -I r i ISI I .�I^ I I"I J". I-I >_, I "''; I� Y, ,t �: 1 J .� I L^ I; 1 'J7^ . l Za, I 'IES HARDIE SMOOTH CEMENT CLAPBOARD 5 112" EXPOSURE I , "1-C- , I `�r I-, z zr a L z 'I J' I L_Y ", T Ti z J I� - ' `r 1 ^r i I `— A I. I I I,J I'I I Imo' I A-A EXIT .I I;I .I jI IT jj jI I J 14I _I T. SECTION - TYVEK TYPE BUILDING WRAP JII:J T"iJI,. -Be ^ 'TJT"VIII J'I 1:IJ,> I^1: „ _ I I,I I ;,I T J II'`-IJ[^IIJII,II,ZII I rA VII' FIRST FLOOR ASSEMBLY SECTION 13-13 1l1 R-3 CONTINUOUS INSULATION J 1 z I I z; :\z T - 112" PLYWOOD SHEATHING i' - -_ ; i :IJ II IIIV ,f'J 1I a.J I,IJ,IAI I .II IJ T;III^-^ - 1° WIDE 7G VINYL FLOORING (REFER t0 FINISH „ „ II n - 2' X i0 WOOD STUDS 16 OC _ i I- I El I r I -SCHEDULE FOR INDIVIDUAL ROOM FLOOR FINISHES) 8" COMPRESSED FIBER GLASS BATT INSULATION - 'II' ' I ;1' ' I �;]11 3/4" PLYWOOD SUB-FLOOR - 5/8 TYPE X GYPSUM BDARD MEETINCx ROAM 1 1 - TJI 11 '1/8 12 OC (REFER TO STRUCTURAL DRAWINGS) SCALE: W 1 '" l 7 - 10.15" R 30 FB INSULATION M 5/6" TYPE X GYPSUM BOARD = : � 1/11 " kL � SCALE : 3/16"= V-01' TOP OF 5UBFLOOR ELEVATION = El ❑ El / ,.I tn� E/I j I � i I I I //"' ❑ El ❑ TOP OF SUBFLOOR ELEVATION 0-0'-lilill --- -- - - 0-0 I -' - ', Ili I II 1 1 I1 �, 1 1 - 1 1 1, ''I `I, I 1' I I 1 I 1 _ 1 I 1 I 1 1 �, n I 1 I - 1 - - -- ' 1 DRAWN BY: 1 1 1 'I --- 1 I 111 1 r W G A L 1I I R r I s I I 1 �' 1 ;I I I I , I I 1 1 1; G D R 11 R I 11 1 1 R C ti 1 ti SP G PS CRAWL SPACE ELEVATION I A E E ELE AT I I i I I I GRAWL SPAG VATION 1 1 E ELE 5 t� 1 - / I I _ I 1 I I 11 1 I I I I , - - 1 1 1 1 1 i1i O F 6 0rl 1 1 1 1 - 1 6 6' 1 11 II- I i I � �u a C� I i 1 1 1 CHECKED BY: 1 �1 1a 1'1 I; 'I'' ,11 - 1I - - BOTTOM OF FOOTING "' C- 1 1 I BOTTOM OF FOOTINGI/ ,I , � I. �I- ,, ,- � t 1 � ., I-`_'i �� }-. ,.+._�-,�_.--,.1.--'-'_____�:'{' H'- - -1,L-- `T - - r__, �.-1-•_�--.._.--L•+--1.�-'-'T �4.-1-,- -��+«+--�._ �_-t`"_1'r� Y _ _ __'�'„'-J" '' _ _____ _'- — -- I ','1 - I _-.._ - - -L i.1_..., -...__1µ it � :.Jr-,.r._ I _ ____ ii � _ -1 �-�- I -1-2 h - RMC INSTALLyD AMP ODFI G C C R N AT 2 ON RE 1 Ef FOUNDATION OUN ATION WALL. P SCREED COAT PROTECT WITH Aft gm - i 8Z 2" R-10 POLYSTYRENE INSULATION �i�l/� FILE N O. ;.W A-281 VV 3/1611=1,-814 PROJECT NO. DRAWING NO. 5' 0 5 10 - 3/1 6"=1'-0" DATE: A-201 S C,T I ON A—A; SE(�,TI ON 5-5 15/04/2021 M 5GALE: 5/16" = I '—O" PROJECT ENGINEER: tOP P T OF LAE TOP OF PLATE + T" \� - ti _ JJ ,-a ti,; rT.. +7�1,:,J.r,: I,:_IIS, ;.lJ :.1...[;.iJ.1J.:i. .In.: I_. J-_lti�-�),..1� 1.,1 J- t.a,._sA ,. ' ;J. ,..1 �.i�.J .i .I� 1.;,i.Z._:J,.:J. .J. '' J.� II? ,i. ,[. J .. I. II,; ,. I;.[ �A. : - J. , - -- _ . r 2 3 , , . �.. � , � � „ �- . >`.A ' T`I A,.Ia ' AJ �' ' I A. I L.L ...A .J_I J !. I J.,A ,-J,;_J_I- I ��[_. � ?;l�_J.' I ..,J.J �:�.J� I'r.' � ^ J-CAJ J L:.-I�`, l_„I „1_' ..1.1 ;.;. I `P +19=3„ ( ? 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A. aA1 GAJ. y T!_A_ I I I. ,;J Jit :� 11_ 1 a r; 1 L1.. z. :_ ?I,, 1 z � ^ 1 J z., .. At Viz :.. L A_I z"1 �. �...z�!"' z z ,_ z_I _I' ' ti J._ I., t _{�za,a.I., , F" A I� 516.513.1313 •516.579.2574 Fax ,_A T ,:�,,,J,.I I_[,s� I .1 I I, rI ,,A ?.Iz,, rI I z J-..,, A,,,. aJr rAr a� _ .�. a,- J,1. r,,z s r. J.J z. J. . ,I, ^> ,,J .J z z,,J .,I,.Lr z.!.z_; Z, ,J a.,, _I1 z a.; .,,T _ . a j I_ z 1 z ROOF ASSEMBLY AT M I_I ,z_ �- r {- i Irl j-r. , ._ J_.? ? .I , _ -.z_ I z_ _ ,til"{, .i- .{,., x. . FETING ROOM z": I`I . [ , i s�''1-1 1: A-,Z-,��. `,—:.I_ -,a,Y. t ,I Z_:rz��I T, _!Z J. a, �- a '� " X.,. ;. -, i , ,I.{ ;, , ,J � i '. .a A- '..Z_ a.,,l : I _ Imo, I ;�J A J;] �_ ,,J,: �J_..J ,.z.,: J. J. J J z.;- � z z_z.X A,, , , ,_ ,A z,. J_..T x;.:.,.,.,z J, I_ - z,..z !_'.l 1 z,_J I.z_L - CAMELOT II ROOFING SHINGLE AS MFR D. B7 GAF - _�r1_.J ' _I�_!_I,. T ,. ', ,. J-z 1 J.J71I 1 J.�`r _, I II,_I?,f_, .I_,�;I,:rI_:., l x� [. �_. xA; i"? _t, ,. , L.,,I_ .�J [ T_ -,. ..,A.;. _I z ,.t ._ z_J t;-.T] r_. , I , z. I A aA, z' COLOR ROYAL SLATE It is a violation of Section 7209 of the Z?.,Ia,J :� JI!.. 1 ! JAJ , I i J i;. .J,x .. T A! L „ 1,A z ,' A to z .z_>`,zrz,. Aa -J '.,J, r ,.1_I.1 J , tiz L_I J z,J,z - 15# ROOFING FELT - ICE SHIELD 3-0 WIDE AT ALL New York State Education Law for any �h�-,J_1 �. I,, .J�_� _,� .A.�,.: A,i_A:J_>t l A I I I1 / I� J z ? " J l :;,z,: , .�,s J . J f, VALLEYS AND 3'-e" EXTENDED UP FROM EAVE - P 9 �T T A T 'f_r dee ton unless g under donahe -- _ 112" PLYWOOD SHEATHING 'm t P 2 X 12 ROOF RAFTERS Ii OC. REFER TO engine er, to alter any Item on this STRUCTURAL DRAWINGS FOR ADDITIONAL drawing in any way. If the drawing is I� altered under the direction of a INFORMATION _ professional engineer, the altering - 3" CLOSED CELL SPRAY ON INSULATION R-2I engineer shall affix his seal to the J „ I. 8 COMPRESSED FIBERGLASS BATT INSULATION drawingwith the notation "altered by" - 5/8" TYPE X GYPSUM BOARD Q' followeby his signature, the date of it _ I j jl alteration, and a specific description j UNFINISHED ATTIG Ali of the alteration. I I TOP OF PLATE TOP OF PLATE __ EXIT RESTRM. J _ FIRST FLOOR ASSEMBLY 8 - 'I" WIDE T;G VINYL FLOORING (REFER TO FINISH SCHEDULE FOR INDIVIDUAL ROOM FLOOR FINISHES) ;A CIOVESTRY CHANCEL LOBBY CHAIR STORAG 314" PLYWOOD SUB-FLOOR ' \'x 19 3 , - TJ1111 C ( a r' IS 12 O REFER TO STRUCTURAL DRAWINGS) o „ 10.15 R 0 F INSULATION 3 B N -- - 3 - 5/8" TYPE X GYPSUM BOARD TOP OFSUBFL II — -- OOR ELEVATION I -i- — -- _ - --- - TOP OF SU FL TI �, ME SUEFLOOR ELEVATION ,JAAAAA - -- �������y------ >-" -- — � 0-0 REVISIONS DATE in I II I IKITCH N _ I I E CRAWL A L i I i, CRAWL SPACE ELEVATION SPAG E I ----- I I' � CRAWL SPACE ELEVATION _ I I _ BOTTOM OF FOOTING BOTTOM OF FOOTING !i I i iI I i I i I INSTALL DAMPROOFING AT I � I I FOUNDATION D I ON W ALL PROTECT WITH 2 -le POLY STYREN INSULATION ON 2 CONCRETE T SCREED S RE COAL I E E CONTRACTOR ONT R OR TO V VIRGIN N SOIL BELOW NEW FOOTINGS ISSUED TO: 81 _ SECTION G—G TOWN OF SOUTHOLD PLANNING 4-1-22 A-202CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 TOP OF PLATE TOP OF PLAtE �L J A , ��?� .L_� I ' I "I� I � . J �I � J ^ ,`IA, ; 1- ,_ J J ,.?-. Az _4: C. -1 ;.I Z. ,.z. :. Ada I_ I a- 1, A7;1 ., L a J;J'. xi. I;.. 1 _ `III_ 1 :J^JAI" `. I ;,1 .,I . z . 1 ,Is J L[ l. x a ,r ;h_ ?.A,a ' aa, ._ :_ A`J �s .I ; _: JIT Ci1'J" lJ1 ; I_JJ :AazJi i ! -. l J. ? I 1 i 1 AI I I , l_ I I _ I . : Cl_i -a l t J_J J`I" ! [ I 1 I 7 1 1 A' 1 1 7 T A i I 'll j I I I I - I I I I I ill I a j I I _ I I it j PROJECT: FIRST UNIVERSALIST SII I I I I II r i' CHURCH OF jl j UNFINI5HE11D ATTIC41 I' j III 23 I I SOUTHOLD 17 I' ' TOP OF PLATE x _12WT1 EA Z4,2Nj,9M[WA A A j,TOP OF PLATE 51970 MAIN RD, +e"8 EXIT X8=8 -- SOUTHOLD, NY 11971 DRAWING TITLE: SMALL GATHERING PLACE LOBBY MINISTERS OFFICE 15 5 r SECTION C-C; �^ SECTION D-D 70P OF SUBFLOOR ELEVATION1 11 �1 I L Q'I 2 j TOP OF SUBFLOOR ELEVATION SCALE: �* _ W -_- GALLERY CRAWL RAL R A L F - I _ __= CRAWL SPACE ELEVATION "' I ' ' SPACE O SPACE �"I j� CRAWL SPACE ELEVATION r I- SCALE : 3/16"- 1 '-0" I BOTTOM OF FOOTING "' N I, ------- -- ---- - --------------- ------- OTT ,-;. - __ __ - -•-._ - --._i�.«..-'�' `'_.�:-_ _-.J.=...1 i.1 -tea a.'--.i y-r-� _�._-_ ___` `'_______ ` I _ i,__i , -_— �« + ,.J B OM OF FOOTING 1 2 -'y'',I- 7 11 i I II II " 2 INSTALL DAMP OOFI G R N At CONCRETE D GOAT RETE SC REE FOUNDATION OUN ATION W ALL PROTECT DRAWN N BY: WITH 2 R-10 POLYSTYRENE INSULATION PS �ED Agcy CHECKED BY: Q n� RMC 02MOTION �— FILE N0. � — -- -- _ �"moo••,. A-202 ---- --- 3/1(0"=V-0" 7l6 5' 0 5 10 PROJECT NO. DRAWING NO. 3/16"=1'-0"IM _111i DATE: A-202 SECTION C—C-I SECTION L—�_L;) 15/04/2021 SGALE: 5/16" = I '-O" M PROJECT ENGINEER: de,,, r 1 n TOP OF PLATE ` Civi/Engineering&Construction Management _-TOP 1 i A .TJ ' :l _, I J x,],x 70P OF PLATE - ------- 17 'IA: 1;_ El T [,. -r­1nl :, ,. 1 I_I J1_t '•-I :11 1 I,1? IJ r n 1.1 _z' LI❑ J7-' _ l n,1 ❑[ I,a .❑ I - ;I.,]". -z I t! 1❑ 1,_n tJ t`J--JI,-,_1 .- 11`_D. r Jlz, J A, I_J,1 , I" -,- de Bruin Engineering, P.C. n 1- J ! a. C? l T7 ( ❑ 1J - i r J i.1 ❑❑ nJ- I;�, ❑C I� 11,1i, Z, I ATI -L Z _t I. " a_ ;❑,. z z _[ J 1400 Old Country Road-Suite 106 I r l l,J J7 r"J I I` IJ 1 ❑ J J All A.J.n � 1a, T I. [, n_ z -,J ' I.' J a �rnt 1. A J �. _ 1 JA � : [,Jz J 1J12`! 7 _tiJ"A J, .A1 ;a };In 1"A ! .,J i I .a ' J" t z, z ,� , I .IAA , 1jIfII "J I ", J tiT1 A_n AA [ I I J 12 I.. IJn IC1J JAI IA .X IIAC ,I . I ! 1AIJ ", - , I,,, 'T J_'I ,1 ,I A. I n Y J ,t t..l A '� 1 Ir 1 .A I I 1. 11{I^r [; 1, I ❑ J � A j- A I x J,.J A ❑It, ,JI["�`I 1�! .1x`12( II�,' 12 Westbury•New York•11714 ? IA J a,J, J1_I1 I�J-�� I .J I, I `I A,I T f ' JAI -^ J n I• ❑ 516.513.1313 •516.579.2574 Fax IA, ❑ J 7 til.,. r I1n " 11 I n1 l IA J.At1`rh,I x Int I nI1_J". `nJJ' , 1 s AI❑i _I`. rJI"J .I An-� J .�❑J,J[nlJ {AfiI`�. J, I J J I nJ C J 1_ =fin_ 1 7_ Irn 1 n ", 1�' J i❑ A ['' J J ' I J J JJ J ,`j [.n ].x I.Jn] 1 I,. J,,I; I. '.I YA Ir �'rJ r J`I`J ,.i.. J, �.La -501 , JAI l. ' 1." .J,,-IS I I, I I, -'' �,�1 „ I=C�-.1_,.} IAI I.” J J^JJ',I 1 zA,,._ II zJ'I❑I . 7 nr.zl,zlnl [n J J,A A, I_._J J A I =-f-=, . , ,❑ J ,A JI. :A ' T ., I . ,J . �❑' C''r z: ] ' r J It is a violation of Section 7209 of the J 1.i 11 T. J-I r I t,( A -Z I ]. 12 'J J } n IJ ❑aA1❑� ❑I aIJh �i� }, ! r n .'z'z`t II`J.�I �',_I ri"4 J,A.,_a'I r New York State Education Law for any IJ,J 11 . A _4 T 'T!, T I_, Ar _ J e I�J,Jr "�J,� l J J I t>�1_ 1 . I';z, :`r I I t z_ _[� ,z"I . .J J 1; I } I ❑'J ❑I r s Iz t 1, _ person, unless he is acting under th 1;I I I a I,J a_},. A [ "I "i I' " JJ r I 1JtrI? 1 I r r rII,J- J ❑ 1��J z"I} 1 �.,_ Cz n l� .1❑ , A"A `❑ 1 direction of a licensed professional Il:-' t ; A A °zI❑- , 1 , Iz1 1x., z." r, ,. I engineer, to alter an item on this I JJ I}_Jr' I .- J J _ f A } !- -a A .T LTJ. a 1 ,A �4 ( 1 ,J A1ZA zA . I.I _ 1 ,: J I1; - I 1XJ I,`' — g Y J; I .J " ,. I.A; I I drawingIn an way. If the drawing is 1 1 1 I Jt 1 ' I J J �!- T _IIi i 1 J'F' J : A Y Y g . , J I 1,z,J r zn: I'J t I.! z r J` ,' '' J t fin` 1 a a" altered under the direction of a IIfI n,[ I 1 J ' I,1iJI". , ❑_ ❑ ,[aI . ❑ aT i n :7. ❑ 1:z ❑I"1; r J ❑1. r �J 7r J r , 11`z z�z t ';_ I.a A .�, A f professional engineer, the altering Ian, -� J J,l J,, a ,[ .(~❑,,lT� P g : rI II' ❑ ,r J, " '' , 11'1 A I J A Ttn z. z —, _-C [,.I J;.J,,A1A t;J ;� J J IZI'.,1} rT�. engineer shall affix his seal to the J J . �. .l :l. i n } A A J , 1. 'n + A, r A I n,rA 1 1l J J AT1 n A J J J �c ,J., 1❑1." 1� J Aa �A , ti I.1 1 y J1,.1zI.A1I.` J,,❑.^nz.1 II,IJ1 ,!7J.., -, J_ .t- J ❑❑"I J �. : J ; J , J.,-T 1 Irl 1_, J t, JrJ J.I.,J ,J J A -J ." I J, _ I J JJ �J',A11,:IZ'J,,J JJI,J 7'J }J :-rJ - - - drawing with the notation altered by �, JJ Ili , J; I -' J , J }_ J JJ I , _J-a1 I_, 71n,,,J_I , ,..I,_,J rJ_,_I . ; , I C.a. r,a-,IJ..: - ,I_.. ❑ II® I I z I1 ; T 7 r 1 A followed by his signature the date of x' I J _,- l, r JJ'I.J I: IJI�J X JJJJA .�JJ Ii I. , JaJ J Jj a-J_, JJJI in " "' A I ' I I 1 j ; 1 " ''J J 1,'J I ]. I LjJJ J J ;s A.I,.J J 1 , TI77 J . J A,J� J_J I ,;I1 n,?J , J_, J_I I .J, 1 alteration and a specific description _I 1 . _j ,j rI I J_'1 "_' Y z ,-J r �'' I, I _I,J.7 A A T 4 I J-J 1 J T 1.J, I A P P T z J-J a IIT iJ a J r n� I III I I 1 11J , r I II _ c6'v ❑t: 1 1"T1`A JJ A T J ] "JT Tom, 1 'J ? r,_ _ _ I ',J ._ =.. , Jt t a, -J JJ ,Jfr J-. 1 1 I J of the alteration. TOP OF PLATE I, .I ?7,,1 .J I. '1 I~' ,11 1 ! ,I I,J l,A ,-J 1:,XAITT,I, T 1. I,J,J ,.,I l-J.1 :❑` 7 I.-..,A-, _�,Z,J n,ITI, - I, , - -n J 1 T 1, n J . C.1 �T I J JnA,�I J I TOP OF PLATE +12r 8 T.T T ` C, I J I,C -I — I. I 11 J ,.JI II ,, ,, 1;1, lnl r AI +11 8, UNFINISHED ATTIC T 1 t �, r - J'TZ'"J7 I :I11Ii I, JAI Z�­X, . I II A L A,I I, A I S_ I J JIJ .0 I,i.1 l — — --- I'' I AI AT TL T_i I-,ATA 17 'T,i—}, , i, , I I i - I r I 1 3 I I / - I I I - m �1 ❑ a , 50 I I' I I I' - t I r--, , fi� i" JI. I CHAIR MINISTERS \if , f ifI II' I �—t III I I T� STORAGE OFFICE I DMI k A N 1.4 REVISIONS DATE \ .5 I I TOP OF SUBFLOOR ELEVATION - ❑ ---\ ❑ 0 E-1 Ll 0 El 0 El El OFFICE Lb — ----- — m ❑ x TOP OF 0 6 - - - --- i SU FLOOR ELEVATION J $ 1'M - ------ -- 'XXX}'XX.X� 'yYx)'LXXX.' a ;XXYJ rXXX) XXY) c t �yXX) r it I i t I I- i I I - b I if I' I I CRAWL I� f I f I I' I CRAWL SPACEVATI ISPACE ELE ON I I I I I I ' I I I I I I I I I I CRAWL SPACE ELEVATION Y I I I �(� I I II I " I I, I I I I I I I I I I I It I I I I I I I III- II -I - - �I I r r „ - ,J I I , I f I „ I I I I I i' _ I I r � I , : -" I "' I r I I " I- t BOTTOM OF FOOTING I' I ,I -- - ---�_ - - I - - - -- -- -- _ y- - - -L - -'--� - -- ----------- - - --- - - _ __ - ----- - - i - ------------ - - - - - - _ -- --------- ------ -- -11- I, BOTTOM OF FOOTING - - t --- - 41 I -4`1 I I I I ,I I I ❑ i I I , I li li. I ❑ INSTALL DAMPROOFING RO AT FOUNDATION WALL PVC AIL SYSTEM F N N A R YST AS M R D Y E B CONTRACTOR TOY VERIFY VIRGIN E R N CO D 2 CONCRETE SCREED RE E PROTECT - WITH 2 P R 10 POLYSTYRENE INSULATION LIMBER TECH OR EQUAL SOIL BELOW NEW FOOTINGS COAT RE E ISSUED TO: _ 0TICD�l - A-203. 3116"=1'-0" OWN OF SOUTHOLD PLANNING 4-1-22 3 CONTRACTORS FOR MEETING 1 1-11-23 -50 5' 0 5 1 0 r 1 316"-1'-0" _ TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I II ROOF ASSEMBLY AT MEETING ROOM: - CAMELOT II RCOFING SHINGLE AS MFR'D. BY GAF - COLOR _ ROYAL SLATE WALL ASSEMBLY ASSEMBLY AT MEETING ROOM I I - 15# ROOFING F:LT - ICE SHIELD 3'-0" WIDE AT ALL VALLEYS - JAMES HARDIE SMOOTH CEMENT CLAPBOARD 5 1/1" EXPOSURE I _-_ I AND 3'-0" EXTENDED UP FROM EAVE - TYVEK TYPE BUILDING WRAP ❑ - 1/2" PLYWOOD SHEATHING - 112" R-3 CONTINUOUS INSULATION I I - 2" X 12" ROOF RAFTERS I(o" OC. REFER TO STRUCTURAL - 1/2" PLYWOOD SHEATHING I I DRAWINGS FOR ADDITIONAL INFORMATION 2" X 10" WOOD STUDS Ifo" OC I I - 3" CLOSED CELL SPRAY ON INSULATION R-21 8" COMPRESSED FIBER GLASS BATT INSULATION I I - 8" COMPRESSED FIBERGLASS BATT INSULATION - 5/8" TYPE X GYPSUM BOARD - 518" TYPE X GYPSUM BOARD TOP OF PLATE I I x_, 70P OF PLATE --------- - ,29'-3" ' 'k� �• �T � � ❑ ' �� ❑' � �X ❑ � � ❑ ❑ LXX XXX ` +29=3" X > , ATTIC FLOOR ASSEMBLY ----------- 11 - 3/4" PLYWOOD SUBFLOOR 112 - TJI II '118" Ifo" OC - 10.'15" R 30 FB INSULATION PROJECT: 518" TYPE X GYPSUM BOARD - FIRST UNIVERSALIST FIRST FLOOR ASSEMBLY CHURCH OF I 1 71 WIDE T;G VINYL FLOORING ill -- - -- - - SOUTHOLD I CRF O IISSCHEDULE - I E ER T F FINISH I i 'it'.W49l ' ❑❑ S II FOR INDIVIDUAL ROOM FLOOR III', I'll'll III _ FINISHES) 51970 MAIN RD, j - 3/4" PLYWOOD SUB-FLOOR SOUTHOLD, NY 11971 `t ® - TJI 11 SIS" 11" OC (REFER TO i III I I;, --- -- -J 1= STRUCTURAL DRAWINGS) ; DRAWING TITLE: `°J - 10.'15" R 30 FB INSULATION 1 I" Ll 6' II 518 TYPE X GYPSUM BOARD r TOP OF PLATE - + -- TOP OF PLATE I2 8 r „ 1 ��v� ti'k'e^ 1• 11 >hhh��_a � +12-8 '� UNFINISHED ATTIC SECTION E-E H g-112 III , c. III N 23 — ATTIC SUBFLooR ELEv SECTION F-F TOP OF PLATE WALL ASSEMBLY:JAMES HARDIE SMOOTH -- = CEMENT CLAPBOARD 5 1/2" SCALE: +► 'v EXPOSURE W 1 — —- ENTRY VESTIBULE f d _ � ❑' ❑ / F MEETING ROOM TYVEK TYPE BUILDING WRAP M , I , CHANCEL - 1/1 R-3 CONTINUOUS INSULATION ,1 0 112" PLYWOOD SHEATHING I CL CL _ SCALE . 3/16" 1 '-0" 2"X6" WOOD STUDS I6" OC ❑ El 1:1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ ❑ 1A ie 5 ULATBERGLASSBATT « INSULATION � TOP OF SUBFLOOR ELEVATION „ \ - 5/8" TYPE X GYPSUM BOARD TOP of SUBFLooR ELEVATION -- iv DRAWN BY: _ELEVATION AT GRADE A, (� C I P S ti • I II- INSTALL DAMPROOFING At � NI• O R ❑-- If iI II 0 G UJ � RA L FOUNDATION AT ON WALL. PROTECT WITH - P HE s 2 R 10 POLY-STYRENE CHECKED BY. RENS INSULATION I SPACE I I - O I i II RMC I I I I •• I I I I I BOTTOM OF FOOTING '--,- -,'-" , � --- ---- _ _ 1 I: .I I I i I 7 � ___ .1_ ---..-- -------- _ I BOTTOM OF FOOTING d l I I I �i- I I I I I I I 4'I' I I ' I , I I FILE N0. I I I I I I I I I I I 1 Ir I' I I I I - .. I I IIII - I �a CONTRACTOR TO VERIFY VI GIN CONCRETE D ER R 2 ON R T SCR E E EE ( 402 SOL BELOW NEW FOOTINGS COAT S E G ----------- T10 _ PROJECT NO. DRAWING NO. A_24 --- -- -- - DATE: A-203 SEGTION E-E; SECTION F- 15/04/2021 SGALE: S/IC" = I '-O" PROJECT ENGINEER: de -e i n C!v//Engineering&COnstructiOn Management TOP OF PLATE TOP OF PLATE de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 12 12 1516.513.1313 -516.579.2574 Fax 11 F 1 11 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is Y — altered under the direction of a professional engineer, the altering engineer shall affix his seal to the 12 drawing with the notation "altered by" 8 followed by his signature, the date of alteration, and a specific description of the alteration. o� TOP OF PLATE N--r TOP OF PLATE +12 +12-8 UN=INISHED ATTIC MECHANICAL ROOM 13 24 ATTIC SUBFLOOR ELEV TOP OF PLATE______ ATTIC STAIR r -� d f AMP RESTRM. / R O Iu \ 'FO ER / o REVISIONS DATE TOP OF SUBFLOOR ELEveATI� 2 2" - J TOP OF SUBFLOOR ELEVATION --- — ---- - '� �I 0,_0 --- -- - I; e- UTILITY I I II CRAWL L, Ili • e=- �I i r 5A5EMENTI C SPA E I I -Li I i I I I I I I I I I I _ ti I II I I I I Ii B 70 O1 MOF FOOTING I TIG I 'i _u____ � - I - --- -- T OM OF FOOTIN � - BO T i, - J r' r I - I - - 4' i I I - i I _ I I i I I II II II ISSUED S ED T0: TOWN OF I I I' III L PLANNING N SOUTHOLD D PLAN G 4-1-22 @1 SECTION- G—G CONTRACTORS FOR MEETING 1 1-11-23 3/16"=1 –@" TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 TOP OF PLATE - TOP OF PLATE +19'-3" - 12� 12 1 \\� 12 ATTIC FLOOR ASSEMBLY \ 3(4 PLYWOOD SUBFLOOR - TJI II 1/8" 16" OC - 10.15" R 30 FB INSULATION - 5/8" TYPE X GYPSUM BOARD 12 r 'r 4 PROJECT: FIRST FLOOR ASSEMBLY 1" WIDE T;G VINYL FLOORING FIRST UNIVERSALIST (REFER TO FINISH SCHEDULE FOR INDIVIDUAL ROOM FLOOR CHURCH F FINISHES) SOUTHOLD 3/4" PLYWOOD SUB-FLOOR `i` - TJI II 1/8" 12" OC (REFER TO 51970 MAIN RD, STRUCTURAL DRAWINGS) TOP OF PLATE TOP Pi4a - 10.15'" R 30 FB INSULATION SOUTHOLD, NY 11971 - 5(8" TYPE X GYPSUM BOARD UNFINISHED ATTIC 23DRAWING TITLE: ;\ J, ATTIC SUBFLOOR ELEv WALL ASSEMBLY TOP of PLATE - JAMES HARDIE SMOOTH +8 a CEMENT CLAPBOARD 5 1/2" SECTION G-G ; EXPOSURE- TYVEIC TYPE BUILDING WRAP -fflllu I 11 11 ;j SECT ION H-H - 111 R-3 CONTINUOUS INSULATION = KITCHEN - 1(2 PLYWOOD SHEATHINGEl� - 2"X6" WOOD STUDS 16" OC - 5 1 FIBER GLASS BATT INSULATION - - -_ —_ SMALL GATHERING PLACE scALE: W - 5/8 TYPE X GYPSUM BOARD 1 � TOP OF OF S ~ TOP UBFLOOR ELEVATION 15 6-6 SUBFLOOR ELEVATION--- SCALE: 3/16"= 1 '-O" I II CRAWL ` I I I I I II • C I SPA E ' II I i DRAWN BY: I I III I R D A E R C BOTTOM OF FOOTING PS sn ti I ' - NO OF FOOTII - - I I i 12 a I yY CHECKED BY: 2" CONCRE SCREED CONTRACTOR TO VERIFY VIRGIN yt a COAT SOIL BELOW NEW FOOTINGSGS RMC •,,J ---------- – CTIO — FILE NO. @2 PROJECT NO. DRAWING NO. 5 0 5 10 3/16"=1'-0" DATE: A-204 15/04/2021 SES fi I ON 0-0; 1.�­.E�TI ON H-H SGf4LE: 5/I6" = I '–O" PROJECT ENGINEER: X�,�_,�, de �r�t�i n CEgineering&COWIVclion Managemenl de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 r'I 1 516.513.1313 • 516.579.2574 Fax I — = It is a violation of Section 7209 of the i H — - New York State Education Law for any TOP OF PLATE e r , .-. - ___ --' -_ �` A : TOP OF PLATE person, e direction of a licenss he lsedct rofessldonaler h +29 3 , _ I - — ��+ --- P `I `� 29 3 I. - I % 1' ,. '11 1 engineer, to Iter n T I - g a any item on this - !; n I; drawing in an way. If the drawing is �� 9 Y Y 9 - - 1 i I' 12 altered under h it `, ,/ 121 a the direction of a ' J �� I _ll 1n A ', I; - - 1 /\ ��� s I A : , : r / 1 professional engineer, the altering A 7 p 9 9 '12 11 1 �< ] ;� I h. \ 0 - ! II' / engineer shall affix his seal to the ' ''— /- — r — -` I 9 r. I'- I // drawing with the notation altered b - - J. ] 1 9 Y I' %� , I t I' /1/1 r � J" 1-I:i followed , � J i 1' I I b his signature, the date of i z. ]' 'i Y , 12 \ 12 I , alteration, and a specific description J' \�-1 ,J - iil of the alteration. I, - - I /" \ f \ 1' ' ti r J I I�� ' r iA � I , 1 ' /;' 'J Y- \/ 1 ' I \r — --- I ll _ _ _ _ I „% a i 1 I i J ,. - � '� _ _ � I � � � --6 'I 1 l r _ - - ir} r L'._ _-a_ \ � 1 � i I _ i r I 1 i / C - - Hyl - II. I II — r 1a_Ir ; 1i'. I r i . I I; I I T I I , . I I I C - _ \ I i` I�-I 1 I a 1 '/ � 1- 'l , J„ \, I , i - I 'Ir '. ,1 A 1..J J 1 : 1 -r 'r. I- 'J- T' j �'�\� T'I - I - 1 ,' ,• _ -,' % ./- -�}'_ I III 'Illn 1 1 'A -- I_ H 1' I07 ' v'` ) 1_ l L J,1 7' TOP F •- O PLATE r i T - �' rr +r `.., -1,1 ! I 1 \ OP OF PLATE 1 t A. I, �- % �,' __ ~ t -1- ,--i-� -G�11i. J ,-I _ - 'v � +I z'a" r 1111.1 L Ii21 r ,_�.-,;.r, ,_n:,' 1121 1.1 1 ]_I I I ll , I I �, , 7 1 I .'AJ. , r I. 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I . ,I I" i I I i r� I I I o� - - I I I / I I TOP OF SUBFLOOR ELEVATION ❑ ❑ El I __ Im I ---— - - TOP OF SUBFLOOR ELEVATION 0-0" , \r 0-0 I \ � —I [�JEI 1:1 Ll Lj ! ���k5� I M I �� ) (�____ 4 I I I I I I I i i ISSUED T0: I I I I I ; I I ' I I ; I I I I I I I I I I I I TOWN OF SOUTHOLD PLANNING 4-1-22 I I I I I I CONTRACTORS FOR MEETING 1 1-11-23 BOTTOM OF FOOTING ------- ------- - -----------------------------------------------------------1--------------i--------------------------------------L------------1----------------------------------------------� J, BOTTOM OF FOOTING -1'-2" _i e1_-_ _-__—_ _—_—____-__ T TI TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 A-381 ---- -- — 3/1601=1,—01� 5' 0 5 10 3/16"=1'-0" ° J 1I,} - - 1 t ,.I 7 . -,1 [ I- A r1 I -% r �_--- I " I 3 \ -50 TOP OF PLATE l +29`-3"� A i !_ .j J J. -.J, , ,a _ A;A .TJ-i .;. i r s J, J C i1 I I _7 ,1 1 TOP OF PLATE M 'I II a.A : A-: A ,h Aln.n.,+rr '.\ +29-3r — J I' JA JJl!1, I J .'I I J\ J 7)n I'iJJ �.,nl-', ;\ I'J-tia4II,, tJ_, r, nl } J ,1I I' nI' I ,J'i- Ih r I1 I �,A JI,J nII.I;, J JJ Z\`1 j_,_i, ,I jtA ; ,rJ , I IL. �JI..r I J, JJ'L1'. 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A-381 ----- -- 3/1&"=I'-0" DATE: A-301 NORTH ELEVATION; DI ST ELEVATION 15/04/2021 SCALE: 5/I6" _ II_O" a PROJECT ENGINEER: 1 de B r-�i n a11l1IAl Civi/Engineefing B COnstwction Manegement z1T� L _. de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 r Westbury-New York-11714 " 516.513.1313 • 516.579.2574 Fax — - It is a violation of Section 7209 of the New York State Education Law for any TOP OF PLATE --- -- - 29`-3 TOP Or P-L-AT--E person, unless lacting under he direction ofa licensedp ofessional- 7 J, /j 1,nL, . 1 J ; J1^I ,J,n. 1J : J r : L_: 11 rA aI^ AAr1rIA1' I,, I,,lII1JIJI_In1,,z - . 1> J ! [-1"n 1 ❑. X11 ,:JA 7A � ;. engineer, to alter any item on this ❑ AA J.1 1,, Arin Jr AI A nJ ^ z' L, LJI] A1a,I [,a A. z,❑ 1 I A TA I1,11 J_ ,a , 1. ,-,1 11,I ;.❑A l 1 z : drawing in any way. If the drawing is ,J l IJ 1JJ�I❑ J ❑. _ _ IA'I �,_iI"Z[:' ❑ ❑ Irk JAI ZI 7 1J T III(❑❑;J JnIIA! 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I la, 7.,: `.,1 .I,.I l I_I _!1_i l I 1 _Z .�I rJ'—j"-J-,I11 11J_A lJ ,._,,❑I ,[ A A, 1.111 I❑ ! AA I t _1 "�r7.AI I [r; i 51970 MAIN RD . .1 I;,1 1_ A..� T A A_l J T1, J . I J A I I _[ IsrA TJ TA J lA 1r _l, z 1 rJ.,41.,-.ti1 1_I a J A :l 1 A.I1_ til-.[,J JAI AAM la I ❑J_1n s [ ._ . 1 I -[ I- _a,.11 J AJ. 7r7 1,711.; r �, ; J_ JA'I � _, Jl t,I .I JJ1',.1,J ^IAI^ S Ai :1 J' 1,_I 1,. 1, l,,.a❑t'l l I z� I 1 1 1 z , �,r SAL;. ,J_ SOUTHOLD, NY 11971 ;A ;^ ,1_-,J, 1 J,l, i J, J, ❑I A ;1 .I A_L1 1 i J',1 1 11=1.1 A I_. n I.A I_ .I. _l,, J. '1 rI A 1 ..1 . a J.._L11 1a 1 1❑ A 1 -, I..A 1 1 1J _ti !-,J , -,II. 1a,I 1 J L,_ I` C l , n II�I 1 IT I.l AJA [ ] l.,a 1 _A I J ^ i 1 _[`l .- _1 lJ .11;: n 1 "J I.J-11 . 11 [.'-, 1 .0 1 .1J. ^1 1 nl-1, J., n , r 1 11 I ! r„_;_L,['J-A, ❑ �, L .1 n`l,; L,.,,J.X` ;J.; [.: l,.,n {nl A,J.1., J n1_I.,1 , [,_111,A,I ;.I .T[.1.T, f-,�. 1A1 n,1 AJJ, n T , "lJ.[III;,�.i_l,1"J Z,.,, t . s .. 1., I A_A, A .' II..i1 Aa :J (- ;r;... ,A 7,:.lrn LA.-A,1: l_t -, A.1 a❑a,I7 -t,l:^_[,; -., I J A 11,I A,A^ ,,r.TJ;,�II,..1,,,1 is T', I , C1, 1,n 1 J,1 I,J l l . I, J J a,A 1 a n,,.nl_1- ,-r_ .- , 1,A JJ I1,,_l,_ ,1,,J-1,. T.,.,III_[ ,.,1: L: 1_ti ,, A .In. iJ_i.:.l�. I.I.1_-J ., J 1_I,-;1.111 -: J1.JJ.. I.rJ, A ,11.;_A�,la,_,l A -a -{ ._ .. i.-A.iA : A ,.[In_ . 1-:- I.IA..I11 1.1aI,1 :- .J_; .1- iJ . I;._[ _I! Ia.a^AA. [ I IAA, D 1 _11 1 I� ti_; a A- A-,.1 A 1r1,1 'J 1 ,I.7.a l 1,1.,1 - J, J- J�11_ r ti - J,I.� ; J _,T, n l _1 DRAWING TITLE: [ L,J.11 ��/ 11, 1,J ?- JT1 - J,I 11 C1: 1 . ,; 1., r 1,T-1,, ,,.1,J-,L-I,,,a,: J1 1 „t,[,J lrJ I J_I_,,-l- _'J'L1 :,I_I ; 1_J_I 1 11 I .1, l l,�,1J [ 'l r, ,❑.11,-1J.^❑_1, _;-Z7-111 T.I� ....1 ,-,1 1n1,, .U_,J 1A.1. ,J x 1,. r 1. {-, ,-J�, J_.TI 1, A111a_1, ,1,'_ , 1, LI_ l_!_l,!.1 ..1-:,I 1,J 17 . : 1 ,11 ,_llll.A L, J A ' I I,-,1, las_ _:I 1. 1 J1-zz I T ,J;T[, LI .,1;J_.T.1 J,1 J A-i I-J-1 r 1,17 I I �J l_. 1rI ! J..I 1n 1 . C _C7 I r ' i Il r 1 Il a rA- l IA. ❑; ; ❑J -nA1 1, I,J ^ 'IA I^ ^A A.A I-7 t,; L 1; 11_ 1 1 ^1^ I I I T tJ I J❑ A a; A.r ❑lT rl, A -[ tin1rJ , J TI 1r 1 ,1_. ,.,1"1'1Z 1❑,❑, ,. _ l,:_1_,.C.1A . C.,J" ,iTJ J_l 1 '.1 IJ. s�_ ❑.J. ; l-I.A1_1 _ �,- 1AI , al ,lAI- _i_I-J_Aas A,1-I,,I�,I,A ;., ,❑.: A;A_A I.J .I;L,1, 1 ,,1,I�,1_ ,t A-"��._`JJ_'_. i .:,1�I,>,, 1} , J,^.:,1 .J T,1_�rl_T,!_I A� -.11.r;.,n n.�,:,-1 J_n �TJ,,.TJ...:.�..a.ti ,>`_[_;-1 I1,,,J .1,. 1 `1 a- =.IAJ.I.11;11 a ^,,. .i TOP OF PLATE 1r L, _1T,_1 .a J , A a_IT;.[TJ A l_aAl . ,CI. A - A 1-I.�_, I 1_:., ,J Iz.l, �I,i n ❑ L_,,AJ.?J :7 :.T 1 , A_ J > _:J,_n 1 A 1 i J ^ J , A 1._a 1 . 1 n1 J. L l _.1 .-[ _,1,11 A❑,J.A,1,1,',1 I_ I,: ;,1 1 i A I : lX!_ ,rn :' [ d, j_1 n.1-.111Ia, - IlI_[_ ,1 TOP OF PLATE NORTH ELEVATION ; 12-8 l,A 1_A 1,1,11 I,_0 1-1., .Ll i J_[ ^� -[1r , l,, l, i- I :I ., A J . I; _[ 1,J I A A; 1, 11 TAI_ J ? + " A 1 1 L,.J., 4' J 1 J I 11 1 n 1 J.l J , 1 l T l.- T h _ .1, (J ,I ; 1 !1 1,1 A1711 1 r .!1 J 1 ,,.I 1, ,i .^. . 1 I 1_I i I” J": 1r11^ 1,i,l 1 I 7 .1. 1'A_J, 1, nJ:.1 n1 l n1 J,c 1 z t-1. : 1 r-JA11.L ;,11 ; 1 I [ EAST ELEVATION 11! �L ^' . '1 .J_A 1 LI'I a1 ' 1 ! 1 . 1;1 A;l' �A111 ^1iJ.^1 I A_1_L 1 flhnll.IAT 1A,ll`1rI1^ I -, ^ 1 12 ❑ 111 t,L 1 :T _ . .[ r. Js,n 7,,.. ,1,1 l.. l.. , .,J,.Il"rl l , 1.,1.1 [_ J . 1I,A1. 1-[ lJ-1[,:T-I.AI1 'I : l .n 1,, 4_[ _1 �A1,A \ J. 1 A�.A,1,A, I [ nr.� r J �t.1Aa . AJ,_1.i,1 I n 11n AA,1 1, I , ^_rLJI,rA1a, 1,. 1,,.AAl.i1,l > ,A . A . [ J A I,I .n,Ia,J_ l ,C' I.1.I.1 1_/_l, 1.A,XJ.I I 11 [ L, A A ^ r_ :_A a a . 1 l J.1,1_n 1 1 1_I1z J LI_LI 1_ A l (,Z I ^ T 11 L ln: lTl1 A l I A A ;.A 1 l A ,.J I ti ATTIC SUBFLOOR ELEV 1 1. T 1. I .J.A r_ 1 1 1 1 _1 I X1-. A JA ` I ^ ^ ! I y; 1,. I J_,[ �,l,C, 1 ❑ ar J 1 n',J 1 nI 1 I 11 I l I ;:11 1 + 1 1 IA' A T- [J' T ( l r! I i - 1 r I.. JTA,1., rill 1. 9-8' n I I 1 1 1 ❑ I. [ A I J TOP OF PLATE I SCALE: ul ! ®',�C —�� ❑ - - ❑ — SCALE : 3/16"= V-0" I I 1 C r I N E—]I I ' I I' I l I I I I _ I I I I I I — I I I I 1 - I I DRAWN BY: TOP OF SUBFLOOR ELEVATION TOP OF SUBFLOOR ELEVATION -' i PS I CHECKED BY: I I I RMC I I I I I BOTTOM OF FOOTING FILE N 0. -------L-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------� BOTTOM OF FOOTING @2EAST TI0 PROJECT NO. DRAWING NO. A-3@2 ---- - 3/16��=1 DATE: A-302 SOUTH ELE\//ATI ON; EAST ELE\,/AT) ON 15/04/2021 SCALE: 5/16" _ II-0" M PROJECT ENGINEER: dei in Civi/Engineering&construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering STAINED 11001 engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. STAINED WOOD OR PAINTED WOOD PENDANTS REVISIONS DATE SCONCES I i i II ISSUED TO: � III --- ---- -- ''' TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 j TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I� ---- I PAINTED SHEETROCK PROJECT: ---moi �,�-- !' FIRST UNIVERSALIST CHURCH OF PAINTED PANEUNCs SOUTHOLD 51970 MAIN RD, SOUTHOLD, NY 11971 PAINTED WOOD — ` DRAWING TITLE: STAINED HARDWOOD ' MEETING ROOM INTERIOR ELEVATION A SCALE: W F SCALE : 1 /2"= 1 '-0" s� a DRAWN BY: _ PS ,iR ARG,y CHECKED BY: * A RMC ' FILE NO. PROJECT NO. DRAWING NO. DATE: A-401 �-IE T1Nr_57 ROOM INTERIOR ELEVATION A 15/04/2021 SOLE: 1/2 _ 1 '-0" PROJECT ENGINEER: de �r-�'i n "—" Clvil Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. REVISIONS DATE STAINED WOOD PENDANTS ISSUED TO: STAINED WOOD OR PAINTED WOOD p ¢ TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 SCONCES TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 iu PROJECT: PAINTED SHEETROCK FIRST UNIVERSALIST' �� CHURCH OF -- SOUTHOLD PAINTED PANELING ' 51970 MAIN RD, SOUTHOLD, NY 11971 PAINTED WOOD i DRAWING TITLE: STAINED HARDWOOD ,' MEETING ROOM INTERIOR ELEVATION B SCALE: W F SCALE: 1 /2"= V-0" a DRAWN BY: PS ED AM. RC CHECKED BY: RMC FILE NO. t PROJECT NO. DRAWING NO. DATE: A-402 �-IEETI N& OO� � NTERIOR ELEVATION 5 15/04/2021 PROJECT ENGINEER: dgJ3 I n ivi/Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" _ followed by his signature, the date of alteration, and a specific description of the alteration. i REVISIONS DATE STAINED WOOD PENDANTS ISSUED TO: STAINED WOOD OR PAINTED WOOD TOWN OF SOUTHOLD PLANNING 4-1-22 --- -- ------ CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 SCONCES PROJECT: FIRST UNIVERSALIST ` PAINTED SHEETRocK CHURCH OF� SOUTHOLD � I PAINTED PANELING `�/ 51970 MAIN RD, SOUTHOLD, NY 11971 DRAWING TITLE: PAINTED WOOD MEETING ROOM STAINED HARDWOOD ,' INTERIOR ELEVATION C SCALE: W � w SCALE: 1 /2"= 1 '-0" s� a DRAWN BY: _ PS FED Aq�y i CHECKED BY: * s RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-403 MEED NC7 ROOM INTEL O ELEVATION 15/04/2021 SCALE: 1/2"" = 1 '-0" PROJECT ENGINEER: de i n Civ//Engineering&ConstruC&On Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is PAINTED WOOD PAINTED WOOD - altered under the direction of a --------- —-------- professional engineer, the altering engineer shall affix his seal to the PAINTED SHEETROCK ---- PAINTED SHEETROCK drawing with the notation "altered by" \ i \ __ __ — followed by his signature, the date of - PENDANt alteration, and a specific description PENDANT / \ i \ of the alteration. PAINTED SHEETROCK /' \\ PAINTED SHEETROCK \\ PAINTED PANELING /' \\ PAINTED PANELING \\ ' PAINTED WOOD PAINTED WOOD \ , i WALK-OFF MATT \ ' WALK-OFF MATT ' REVISIONS DATE W/ HARDWOOD \\ /' W/ HARDWOOD BORDER \ / BORDER Ll \ / IC Y V T INS' I O'ION e2 N�' 1�' V 'I hl INS' I � 4 'IOi ISSUED TO: A-404 i/2"=I'-0" A-484 -- 1 TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED WOOD _ _ _ _ PAINTED WOOD PAINTED SHEETROCK PAINTED SHEETROCK PROJECT: PENDANT \\ PENDANT FIRST UNIVERSALIST ' CHURCH OF PAINTED SHEETROCK �' \\ �^ SOUTHOLD , , I PAINTED SHEETROCK 771 / \ / PAINTED PANELING PAINTED PANELING 51970 MAIN RD, \\\ - SOUTHOLD, NY 11971 ' DRAWING TITLE: PAINTED WOOD PAINTED WOOD ENTRY VESTIBULE \ WALK-oFF MATT —� `\ \\\ WALK-OFF MATT INTERIOR ELEVATIONS W/ HARDWOOD \\ /' \ W/ HARDWOOD BORDER \ / \ BORDER \ SCALE: �* W SCALE : 1 /2"= 1 '-0" N 003 I�T Y S I 11' I �'It3 �� I � 'I®1® DRAWN BY:„ , -, N ' � �I u INS'- �D A1/2 =� -@' A-404 1/2�=1 -8� CHECKED BY: RMC r FILE N0. F PROJECT NO. DRAWING NO. DATE: A-404 ENT 1' VEST15ULE INTERIOR EL VATI ONS 15/04/2021 5GALE: 1/2"" = 1 '-0" 40 40 PROJECT ENGINEER: d! min Civ!/Engineering B Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax °- - _ _ _ __ It is a violation of Section 7209 of the SAINTED WOOD New York State Education Law for any / person, unless he is acting under the PAINTED WOOD / FAN/LIGHT direction of a licensed professional PAINTED WOOD engineer, to alter any item on this PAINTED WOOD drawing in any way. If the drawing is FAN/LIGHT PAINTED SHEETROCK altered under sional engineer, direction altering FAN/LIGHT — FAN/LIGHT engineer shall aeffix his seal to the drawing with the notation "altered by" _ PAINTED SHEETROCK followed b his signature, the date of PAINTED SHEETROCK SCONCE PAINTED SHEETROCK y g ' alteration, and a specific description of the alteration. SCONCE SCONCE ` � PURSE SHELF LE `— SCONCE i 6" PAINTED WOOD 6" PAINTED WOOD 6" =AINTED WOOD � � 6 PAINTED WOOD CERAMIC TILE ------ CERAMIC TILE ------- CERAMIC TILE CERAMIC TILE W/ MARBLE W/ MARBLE W/ MARBLE THRESHOLDTHRESHOLD THRESHOLD W/ MARBLE THRESHOLD i REVISIONS DATE i n 01 ®® INTV1 ® 02 � K"'MST ®® INT �V V �� 03 61K00VATI® V 04 00IIVT 1VI VATION 1/2"=1'-@" A-405 1/2"=1'-@" A-4@5 ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 STAINED WOOD STAINED WOOD SCONCES SCONCES PROJECT: STAINED WOOD FIRST UNIVERSALIST Li CHURCH OF PAINTED SHEETROCK I PAINTED SHEETROCK PAINTED SHEETROCK _ SOUTHOLD 51970 MAIN RD, SOUTHOLD, NY 11971 PAINTED PANELING j PAINTED PANELING PAINTED PANELING �� DRAWING TITLE: RESTROOM 20 PAINTED WOODPAINTED WOOD PAINTED WOOD ' INTERIOR ELEVATIONS ; CHANCEL INTERIOR STAINED HARDWOOD STAINED HARDWOOD STAINED HARDWOOD ELEVATION S i I � SCALE: W j SCALE: 1 /2"= 1 '-0" M a DRAWN BY: PS �tiaW CHECKED BY: RMC @ry CHANCEL � .I� �'I� @� C L INS' ,, TION @� CHANCEL INT ICS l� OTIO 0 FILE N0. - 1 1/2 Ij=I I-el$ PROJECT NO. DRAWING NO. DATE: A-405 EST OO1" INTERIOR ELEVATIONS; CHANGEL INTERIOR ELEVATIONS 15/04/2021 5Gf4LE: 1/2"" = 1 '-0" PROJECT ENGINEER: dg, ?(n Engineer/ng d Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 6-I� 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New or State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering j engineer shall affix his seal to the I drawing with the notation "altered by" _ followed by his signature, the date of PAINTED SHEETROCK PAINTED SHEETROCK PAINTEC SHEETROCK PAINTED SHEETROCK alteration, and a specific description of the alteration. SCONCE SCONCE SCONCE COUNTER COUNTER // COUNTER \ PAINTED WOOD PAINTED WOOD PAINTED WOOD �' � PAINTED WOOD STAINED HARDWOOD STAINED HARDWOOD STAINED HARDWOOD ' STAINED HARDWOOD Ti REVISIONS DATE Al @1 VST Y INT I - -- - Y_TION @2 v ST Y INT I -_- -- V TION. _ @3 Am STAY INT I 1r TION 0 84 VST y INT I VATION 0 A-486 1/2"W-8" A-486 1/2„=1,-@” _- ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PROJECT: PAINTED SHEETROCK PAINTED SHEETROCK FIRST UNIVERSALIST CHURCH OF SCONCE SCONCE SOUTHOLD i 51970 MAIN RD, SOUTHOLD, NY 11971 6" PAINTED WOOD 6" PAINTED WOOD DRAWING TITLE: VESTRY INTERIOR CERAMIC TILE CERAMIC TILE W/ MARBLE W( MARBLE ELEVATIONS; THRESHOLD THRESHOLD RESTROOM 18 11 Ll INTERIOR - I ELEVATIONS SCALE: W F M SCALE : 1 /2"= 1 '-011 @� ST OO> INT IO ----1�. 86 ST OO�I INTERIOR I L Y. @, ----- STWO I INT I 1�. G _08 ESTWOM INS I ' "V. 0 A-486 1/2 =i @„ A-486 1/2 ,_8„ A-486 1/2"W-e" A-486 1/2„_1,_@„ DRAWN BY: PS R�ND A'q ¢�' °� CHECKED BY RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-406 VESTRY INTEF-,10R, ELEVATIONS; RESTROOM INTER,10R ELEVATIONS 15/04/2021 SOLE: 1/2"" PROJECT ENGINEER: de min �--� Ci v7 Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the - — drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description \ of the alteration. � I PAINTED SHEETROCK PAINTED SHEETROCK i i PAINTED WOOD PAINTED WOOD BROADLOOM CARPET 1 BROADLOOM CARPET � i I ` REVISIONS DATE 02 =K moor 1 1/2"W—e" F4 112 W—e ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 i PROJECT: i FIRST UNIVERSALIST CHURCH OF �� SOUTHOLD 51970 MAIN RD, SOUTHOLD NY 11971 � I PAINTED SHEETROCK PAINTED SHEETROCK ' � PAINTED WOOD PAINTED WOOD DRAWING TITLE: BROADLOOM CARPET BROADLOOM CARPET MINISTERS OFFICE INTERIOR ELEVATIONS .-Z—d/ f SCALE: W F M SCALE : 1 /2"= 1 '-0" s� @3 _ � I � C� ' �G � �' 1r. G �� Its! �' AGE IN ' l V. DRAWN BY: 1/2"W—e" A-4@l 1/2 =i'—e PS REp Agcy �5 0� • CHECKED BY: * a, RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-407 N I STS OFF I �F_ INTEFRZIORELE\v/AT( ONS 15/04/2021 PROJECT ENGINEER: dein Civi/Englneer/nq&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the -- direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is --- 1 altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" / PAINTED SHEETROCK PAINTED SHEETROCK followed by his signature, the date of alteration, and a specific description of the alteration. PAINTED WOOD _. PAINTED WOOD _ BROADLOOM CARPET BROADLOOM CARPET 81 ADMINS OvFICE INTERNO ELEVATION A82 ADMINS OFFICE INTERWORK VATION REVISIONS DATE A-488 1/2"W-e" A-488 1/2"W-e" ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD zz j— BROADLOOM CARPET i BROADLOOM CARPET 83 ON C ADMINS OC INT �. VATIOgDADMINS OFFICE INTI I YATI A-408 -- -- — 1/2 4=1$-e 11 1/2 1j=I J-8" PROJECT: FIRST UNIVERSALIST CHURCH OF SOUTHOLD PAINTED WOOD NJ PAINTED WOOD 51970 MAIN RD,SOUTHOLD, NY 11971 FAN/LIGHT FANIUGHT DRAWING TITLE: PAINTED SHEETROCK _ PAINTED SHEETROCK ADMIN OFFICE INTERIOR ELEVATIONS ; SCONCE ACCESSIBLE RESTROOM p P INTERIOR ELEVATIONS CHANGE ( p SCALE: ,4 F 5EAD50ARD WAIN 5EAD50ARD WAIN « i SCALE: 1 /2"= 1 '-0" PAINTED WOOD MJTI_ PAINTED WOOD CERAMIC TILE \ CERAMIC TILE ' - W/ MARBLE W/ MARBLE DRAWN BY. THRESHOLD THRESHOLD p PS-Jill I'llf � R�o AROti p CHECKED BY: * ` RMC e� ACCESSUBLt RESROOM INT. V. 40 ACC g I LE RES OOM INT. `V. 13 ACC S ! LE RESROOM INT. V. C 88 ACCESSUBLE RESROOM INT. v. D FILE N0. .� �... A-488 1l2"=1'-8" A-408 ---------------- ----- 1 l2„_i,-0„ A-488 1/2"=1'-8" 1/2 -i 8 A-488 ”- '- " PROJECT NO. DRAWING N0, DATE: A-408 AD�-I I N OFFICE INTERIOR ELEVATIONS; EST OO1" INTERIOR ELE\/AT I ONS 15/04/2021 Sr-ALE: 1/2"" = I '-O" PROJECT ENGINEER: d e -tiIn �"�— Civi/Engineering d Consfruction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the --------------- -- -- - -__–_ __ ___ _______ .-__ drawing with the notation "altered by" -- followed by his signature, the date of --- — alteration, and a specific description of the alteration. - I PAINTED WOOD PAINTED SHEETROCK ` PAINTED WOOD ' ' � i REVISIONS DATE VINYL TILE W/ CARPET INSET I ISSUED TO: 01 L Y I N T I VTf0 TOWN OF SOUTHOLD PLANNING 4-1-22 A-409 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PROJECT: ' FIRST UNIVERSALIST � PAINTED WOOD PAINTED WOOD CHURCH OF SOUTHOLD ` PAINTED SHEETROCK PAINTED SHEETROCK ' ' 51970 MAIN RD, SOUTHOLD, NY 11971 ' PAINTED WOOD PAINTED WOOC - -A Ll ' ` ' DRAWING TITLE: ' VINYL TILE VINYL TILE ' W/ CARPET INSET WI CARPET IN5E1 ' \ LOBBY INTERIOR IL Z-Z lj\L\ j LIjIL] ELEVATIONS Al \ , SCALE: M e2 1.. 50W Y INS' I 'ION =W83 L01315y INT I ° ► Eml XWATIOM0 SCALE: 1 /2"= V-0" �A-409 - -- ---------------- 1/2„_l,_O„ A-409 1/2"W-40” ,_8„ DRAWN BY: __ PS R O AgC,ti CHECKED BY: RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-409 L055�1' INTEFIOR ELEVATIONS 15/04/2021 Sr-,ALE: 1/2"" = 1 '-0" PROJECT ENGINEER: d JE3 ?I'ninq&consbuction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 • 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering — -- - - - - engineer s a a Ix is seal to the drawing with the notation "altered by" // followed by his signature, the date of PAINTED WOOD - alteration, and a specific description of the alteration. PAINTED SHEETROCK PAINTED SHEETROCK f% - WOOD CHAIR RAIL BUILT-IN - WOOD CHAIR RAIL BUILT-IN PAINTED WOOD ' PAINTED WOOD PAINTED WOOD PAINTED WOOD REVISIONS DATE VINYL TILE VINYL TILE 01 SMALL GATHERING RRZOOM INT RII R. ELEVATION. A e2 SMALL GATHERING ROOM INt I � VATICON A-�18 ---- — -- -- — - 1/2�-I1-8" — ---- 1/2ISSUED TO: �=1�-8� TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED WOOD —� PAINTED WOOD _ PAINTED SHEETROCK I PAINTED SHEETROCK --- --- - - -- -- --- -- — PROJECT: PASS THRU WINDOW FIRST UNIVERSALIST WOOD CHAIR RAIL BUILT-IN UIOOD CHAIR RAIL BUILT-IN CHURCH OF PAINTED WOOD PAINTED WOOD _ ! SOUTHOLD PAINTED WOOD PAINTED WOOD 51970 MAIN RD, SOUTHOLD, NY 11971 VINYL TILE —� VINYL TILE DRAWING TITLE: SMALL GATHERING ROOM INTERIOR ELEVATIONS SCALE: w F w 83 SMS T IN 00 1 INT' I V m'ION G e _ SMALL C� T INCA 00M IN 1 � V I'10 SCALE : 1 /2"= V-0" - --- - A-418 1/2„=1,_e” A-�18 --- ----- -- ---------- 1/21/_1,_0„ Q< N DRAWN BY: PS a�o AR�y CHECKED BY. RMC * i FILE NO. PROJECT NO. DRAWING NO. DATE: A-410 51� AL.L. C5A7H I NO ROOIN7ERIORELEVAT I ONS 15/04/2021 SCALE: 1/2"" = 1 '-0" N PROJECT ENGINEER: de ~moi n C!Vi/Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. - —�' - '--- -- - '--- --` ---- / '---- ---- ' / \ 61 / -- — -- \\ PAINTED SHEETROCK REVISIONS DATE ` PAINTED WOOD \\\ E= �� �� `\ /'/ VINYL TILE �,' ISSUED TO: 01_ KITCHEN INT I � TIC 02 ITCH N INT' I VATION TOWN OF SOUTHOLD PLANNING 4-1-22 A-412 1/2„_1,_0” A-412 - --- ---- 1/2"W-e CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED SHEETROCK PROJECT: Lj \\ /'' '\\ FIRST UNIVERSALIST --- - _--- CHURCH OF SOUTHOLD 51970 MAIN RD, SOUTHOLD, NY 11971 VINYL TILE j \\\ DRAWING TITLE: KITCHEN \ , 77-1 INTERIOR ELEVATIONS SCALE: W 03 ITC 14 E N INS I 0 �. EEL Z 1l A T 10N Ce1 ITCH INT I M. ELEVATION 0N ----------- ---- A-412 1/2"W—e" A 4412 - -- 1/2 11=11-e„- SCALE : 1 /2"= V-0" DRAWN BY: _ PS ,��E° Aq�y CHECKED BY: R RMC FILE NO, PROJECT NO. DRAWING NO. DATE: A-41 1 < ( THEN INTEF-,�OR ELEVA71 ONS 15/04/2021 1 40 PROJECT ENGINEER: A A deer in Civi/Engineering B Construc/ion Management \ de Bruin Engineering, P.C. �\ 3-112" CROWN 1400 Old Country Road-Suite 106 Westbury-New York•11714 - , I, -I 1"X5" FASCIA 516.513.1313 •516.579.2574 Fax �_,.� . �. . It is a violation of Section 7209 of the New York State Education Law for any J` � �. . � J._ _J.__-�__ � �, J\_J< ._,�, person, unless he is acting under the 1 [ 1 direction of a licensed professional engineer, to alter any item on this 3-1/2" CROWN drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering c 4" RAKE engineer shall affix his seal to the drawing with the notation "altered by" FRIEZE followed by his signature, the date of alteration, and a specific description 4 _ of the alteration. i K N � � I I 14 - ti ' �1 11 I i I i I I �I i + _ I I I v j I i i I I I I it I I li I I I ail, I I REVISIONS DATE + I I z I I I I I I I it I I II I I I r N I I I / I 'I I I I I I i I i I I - I I I I I I - - e" RETURN GUTTER SECTION A—A I II I A I"XS" FASCIA In in 3-112" CROWN FRIEZE ISSUED TO: ---------------------------------- -- ---------- ----- — - ----------- ------ TOP F SUBFL OORVATION ------- -- - --- e-e' FRONT ELEVATION TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 0 �--Ir 7 r I GUTTER =6, N 1"X8" FASCIA - —CRAWL SPACE ELEVATION 3-112" CROWN FRIEZE _ ' BOTTOM OF FOOTING -1-2 2' („ 4' 6„ 2' (— PROJECT: 2' SECTION A—A RIGHT SIDE ELEVATION FIRST UNIVERSALIST PLAN VIEWRIGHT OF WALL DETAIL OCULUS DETAIL SOUTHOLD 1 SCALE: 1/2" = 1'—Ojl 2 SCALE: 1 /2" = C-0ll 51970 MAIN RD, SOUTHOLD, NY 11971 DRAWING TITLE: ' ��� �� �\ ,_�\� � I I 1\ I I I I i '\J I r � �i\) i. I'• til .�. .,I, r T �`_ ,\_ I I 1 l J l T T DETAILS 1 1 _ 1 F J\ ;, f T J J\ T _I I , , I l r 1 7 `� /� J. ).� r/�. �- �. J. Jl �` � l SCALE: SCALE . AS SHOWN T1 DRAWN BY , I PS 1 i l - _. i f 11I LL= I CHECKED BY: a ?G12 [ T \(�) C12 RMC r � l � /\ �__ T I _� � ..J\_ I �\�� f. \� _ ,[ 1 I A A 1 l [ J _ — III _ - F I \ n ti \� J `T JJJ��\ _J _� .�\ _J �� /`-7'l -/f� ,�. / .,.�.., �_f �_ J. �, h ./\/ FILE E N O rr '\ ,l /` � %. �. I � ). Jam_ _f F l l J f F"' F ~-- J - 1 6 2-, 4 2-2 4 2-2 4 2-2 4 2-2 6 'I— 'f—'( PROJECT NO. DRAWING N0. 13'-2" DATE: A-501 MEETING ROOM DORMER DETAIL ATTIC DORMER DETAIL 15/04/2021 3 SCALE 1/2" = C-0ll � SCALE: 1/2" = V-0,, PROJECT ENGINEER: de r�n Civ Engineering&Consbuclion Management de Bruin Engineering, P.C. A A 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is JK altered under the direction of a s professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. 6, 17 nF = , N � N 1 ° 0 ° ill � o 1 p REVISIONS DATE o ° ___1 Ll 1� LT E ^ o o ° o 2„ 6„ (o 3y"g„ I I 14 . °p ° P P ° A I- - - - - - - - - - - - - - - - - - ° °° ISSUED TO: o SECTION A-A TOWN OF SOUTHOLD PLANNING 4-1-22 A CONTRACTORS FOR MEETING 1 1-11-23 SECTION A-A TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 GOTHIC ARCH DETAIL PEDESTAL DETAIL 1 SCALE: 1l2" = 1'-0"' 2 SCALE: 3/4" I'-e" A 1 �T PROJECT: -, FIRST UNIVERSALIST �- CHURCH OF - SOUTHOLD 51970 MAIN RD SOUTHOLD, NY 11971 — DRAWING TITLE: 1 DETAILS 2 \ 811 \2'-4i/" 8„ --- CV \ \ \ \ SCALE: SCALE : AS SHOWN 8„ 2,-4y2„ 8" < d =s a DRAWN BY: I = PS CHECKED BY: � , , •a, RMC ! , f S '1 FILE N0.2'-42 —�4 i -4 _ SECTION A-A A �'f 3' 00 PROJECT NO. DRAWING NO. 00 J* FRONT ELEVATION DATE: A-502 STEEPLE DETAIL WALL SASE TRIM DETAIL 15/04/2021 3 SCALE: 1/2" = 1,-0,' � SCALE: 1" = 1,-e,, PROJECT ENGINEER: dep�i n Civ Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 \ Westbury-New York-11714 \ 516.513.1313 -516.579.2574 Fax \ It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a 8" FASCIA professional engineer, the altering 3-111" GROWN engineer shall affix his seal to the t drawing with the notation "altered by" followed by his signature, the date of 4" RAKE alteration, and a specific description of the alteration. ' 3-112" CROWN 6 FRIEZE l i I REVISIONS DATE GUTTER R 4" PROJECTION 1"n" FASCIA 'I I 3-1/2" GROWN FRIEZE ISSUED TO: FRONT ELEVATION TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 EAVE DETAIL @ MEETING HOUSE FRONT ELEVATION FRAGMENT 1 SCALE: 1" = 1,_0 2 SCALE: 1/2" = i'-0" 3-111 CROWN / \ 1"X8" FASCIA i PROJECT: FIRST UNIVERSALIST CHURCH OF / 8" BRACKET SOUTHOLD 3-1/2" CROWN 51970 MAIN RD, j s" FASCIA SOUTHOLD, NY 11971 / 3-1/2" CROWN DRAWING TITLE: r 6" FRIEZE DETAILS 3 SCALE: SCALE : AS SHOWN TJ.T 3-1/2" CROWN �. . L. ;` DRAWN BY: _ PS SOFFIT GUTTER 8" RETURN I"X8" FASCIA CHECKED BY: , I"XS" FASCIA - 3-1/2" CROWN RMC 3-1/2" CROWN FRIEZE FILE NO. J..- 1"X6 FRIEZE SIDE ELEVATION - SECTION A—A PROJECT NO. DRAWING NO. DATE: A-502 SIDE ELEVATION FRAGMENT "' 15/04/2021 3 SCALE: 1 /2" = 1 -0" SCALE: 1,, = i,_0,, it PROJECT ENGINEER: d er-?'i n TOP OF PLATE Civi/Engineering d Construction Management �_ ,.-- ` I 29-3 de Bruin Engineering, P.C. _.- -T � 1400 Old Country Road-Suite 106 J Westbury-New York-11714 T 516.513.1313 -516.579.2574 Fax T -' It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. REVISIONS DATE ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 `- TOP OF PLATE ------------------ -- --- +8_8, I PROJECT: FIRST UNIVERSALIST -� CHURCH OF SOUTHOLD TOP OF Su15FLooR ELEVATION 51970 MAIN RD, e-e SOUTHOLD, NY 11971 DRAWING TITLE: �s TOP OF SU5FLOOR ELEVATION WALL SECTIONS y INSTALL DAMPROOFING AT FOUNDATION WALL PROTECT WITH y e 2" R-le POLYSTYRENE INSULATION SCALE: 2" CONCRETE SCREED COAT — 4. SCALE : 1 /2"= 1 '-0" CRAWL SPACE ELEVATION INSTALL DAMPROOFING AT < FOUNDATION WALL. PROTECT WITH 2" R-le POLYSTYRENE INSULATION DRAWN BY: BOTTOM OF FOOTING --I_2 a PS a�'``� 8 8 8 2" CONCRETE SCREED COAT i 2' CRAWL SPACE ELEVATION CHECKED BY RMC v 50TTOM OF FOOTING a FILE NO. PROJECT NO. DRAWING NO, 2 DATE: A-504 WALL SECTION TROUGH THE MEETING ROOM WALL SECTION TROUGH THE KITCHEN 15/04/2021 1 SCALE: 1 /2" = 1,_0,, 2 SCALE: 1/2 = 1,_0„ PROJECT ENGINEER: de Badn Civi/Engineering B Construction Management , de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 , 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the ' direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is �- ---- - - - - - - -- altered under the direction of a professional engineer, the altering engineer shall affix his seal to the ��,' drawing with the notation "altered by" ellfollowed by his signature, the date of 4 alteration, and a specific description of the alteration. CEILING DRYWALL TAPED TO WALL DRYWALL DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE REVISIONS DATE DRYWALL CAULKED, GLUED OR GASKETED TO 50TTOM PLATE BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM ISSUED TO: JOST/RIM CLOSURE JOST/RIM CLOSURE GLUED, CAULKED - uLKE OR TOWN OF SOUTHOLD PLANNING 4 1-22 GASKETED TO TOP PLATE CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE 1 TYPICAL OPENING THAT SHOULD 5E SEALD2 AIR SEALING AT DOU�3LE WALL5 NOT TO SCALA SCALE: 1-1/2" = IJ-01' PROJECT: FIRST UNIVERSALIST VENTILATED AIRSPACEL CHURCH OFSOUTHOLD INSTALL RIGID INSULATION CUT TO FIT 51970 MAIN RD BETWEEN THE RAFTERS. FOAM SEAL ,�� , BOTH SIDES ALONG RAFTER WITH ,�' SOUTHOLD, NY 11971 EXPANDING FOAM SEALANT. MAINTAIN EQUAL VENT SPACE FOR ,�� DRAWING TITLE: LENGTH OF RIGID INSULATION , - EAvE BAFFLE SEALING DETAILS INSTALL I" RIGID INSULATION ,�' R-49 BATT 1/2" GYPSUM BOARD VERTICALLY TO CONNECT INSULATING IX4 BLOCKING SHEATHING TO RIGID INSULATION BAFFLE. FOAM SEAL BOTH JOINTS , ,'Ile SCALE: , , , , SCALE : AS SHOWN INSULATED EXTERIOR WALL < EXTERIOR WALL SHEATHING DRAWN BY: CONTINUOUS BEAD OF SEALANT PS .`��� ED Agc'y/ 1-1/2" RIGID INSULATION CHECKED BY: * s EXTERIOR INSULATED WALL RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-505 3 2-STUD CORNER WITH 1X4 5ACKER � 1" EXTERIOR INSULATION SHEATHING A5 ATTIC EAVE 5AFFLE AND VENT 15/04/2021 - _ 1 -0 , SCALE: 1-1/2" = 11-011 PROJECT ENGINEER: de Bp�fin Civi/Engineering B Construction Management s de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 PERFER FACE STAPLED 516.513.1313 •516.579.2574 Fax INSULATION BATT i BACK OF SPRAY It is a violation of Section 7209 of the AROUND WIRE ! New York State Education Law for any SIDE STAPLED person, unless he is acting under the INSULATION SPRAY direction of a licensed professional engineer, to alter any item on this DOUBLE (STAPLED NO MORE CUT OUT GATT i drawing in any way. If the drawing is TOP-PLATE THAN 114" FROM EDGE) i TO FIT SNUGLY altered under the direction of a AROUND WALL professional engineer, the altering UNFACED OUTLET 112" GYPSUM BOARD engineer shall affix his seal to the INSULATIONj 2 STUD 1X4 BLOCKING drawing with the notation "altered by" !' I "ENERGY followed by his signature, the date of CORNER" WITH alteration, and a specific description I� �I DRYWALL 0 of the alteration. CLIPS SU5FLOOR ADHESIVE l� 111" FOAM 2" OF FOAM CAULK SHEATHING SHEATHING FLOOR JOIST INSULATED EXTERIOR WALL CUT TO FILL SPRAY VOID INSULATION EXTERIOR WALL SHEATHING I i CAULK BOTTOM INSULATED AND AIR SEAL PLATE OR USE BAND JOIST AREA SILL GASKET BETWEEN FLOORS REVISIONS DATE INSULATED 1-IEADER5 TYPICAL WALL SPRAY INSULATION 2-5TUD CORNER WITH 1X4 SACKER 1 NOT TO SCALE 2NOT TO SCALE 3 O-CALE: 1-1/2" 1"-0 ll AS PER BUILDING DEPT. COMMENTS G-15.23 ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION CONTRACTORS FOR MEETING 1 1-11-23 ATTIC TRUSS TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 ATTIC INSULATION WOOD TRUSS FRAMING SHEATH INTERIOR OF I ATIC ACCESS TO+1" OF INSULATION LEVEL R X I" RIGID INSULATION I 7_1 T"Itp7 i EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT ACCESS PANEL DRYWALL CEILING DRAW ACCESS PANEL SNUG WITH PERIMETER SCREW RECESSED LIGHTING FIXTURE TRIM AS REQUIRED j FINISH CEILING s i PROJECT: { FIRST UNIVERSALIST CHURCH OF SOUTHOLD AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT ATTIC HATCH / FINISH SCREWS 51970 MAIN RD, 45 1-1/2" = 1"-8"" 5SOUTHOLD, NY 11971 SCALE: 1-1/2" = 1"-8"" DRAWING TITLE: PLUMBING PIPE ENERGY CODE ELECTRICAL WIRE DETAILS TOP TOP PLATE PLATE .-------_ -- SCALE: WALL SCALE: AS SHOWN STUD WALL EXPANDING STUD FOAM DRAWN BY: SEALANT PS ED A�C'yi CHECKED BY: EXPANDING FOAM RMC SEALANT i FILE NO. i i PROJECT NO. DRAWING NO. I DATE: A-506 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 15/04/2021 (o SCALE: 3 = 1 -0 11SCALE: 3 = 1"-0 PROJECT ENGINEER: FINISH SCHEDULE WINDOW SCHEDULE dgj3-rd'n Civi/Engineering B Construction Management ROOM ROOM FLOOR WALLS CEILING WAINSCOT BASE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES de Bruin Engineering, P.C. NAME NO MOLDING MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1400 Old Country Road-Suite 106 UJALK-01'F MATT LU/ Westbury-New York•11714 VESTIBULE I PRO PLANK BOARDER CALIVINYL PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PAINTED WOOD BOARDER V Y„ 111 # A MEETING ROOM 1 6 3'-0" X 1'-4" FG CASEMENT 516.513.1313 o 516.579.2574 Fax MEETING ROOM 2 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD TRUSSES - STAINED WD OR PAINTED WD B CHAIR STORAGE, ADMIN OFFICE 4,6 3 2'-6" X 4'-5" TW2442 FG DOUBLE HUNG It is a violation of Section 7209 of the CHANCEL 3 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 C MINISTERS OFFICE 5 1 12'-1" X 4'-5" (2) TW20421TW34421(2) TW2042 FG DOUBLE HUNG New York State Education Law for any CHAIR STORAGE 4 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL # 1904501400 person, unless h e i s acting under t h e D VESTIBULE 8 2 1'-6" X 4'-I" CRI4 FG PICTURE direction of a licensed professional MINISTERS OFFICE 5 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD E ACCESSIBLE RESTROOM, DORMERS 10,11 15 2'-1" X 2'-1" C12 FG CASEMENT engineer, to alter any item on this drawing in any way. If the drawing is CL 5A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD F SMALL GATHERING PLACE 15 2 1'-6" X 3'-9" (3) TW2436 FG DOUBLE HUNG altered under the direction a professional engineer, the altIt ering ADMIN OFFICE 6 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD G KITCHEN 16 4 2'-1" X 3'-9" TW2436 FG DOUBLE HUNG engineer shall affix his seal to t h e drawing with the notation "altered by" CL 6A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD H RESTROOM 20 1 1'-9" X 4'-1" C14 FG CASEMENT followed by his signature, the date of alteration, and a specific description LOBBY 1 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 I ADMIN OFFICE 6 1 3'-1" X 3'-9" TW21036 FG DOUBLE HUNG of the alteration. CL 1A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 J MEETING ROOM I 1 0 4'-0" FR40 FG CL 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 K ATTIC 23 2 8'-0" X 4'-1" TW203101TW2103101TW20310 FG DOUBLE HUNG VESTIBULE g WALK-OF 7 W CALIVINYL USE PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD � Y L ATTIC (DORMER) 23 1 2'-1" X 3'-6" C135 FG CASEMENT L FRO FLANK AT WALK OFF MATT PRO PLANK BOARDER 4 # GALLERY 9 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 M CUPOLA 4 2'-5" X 5'-1" CW15 FG CASEMENT GL 9A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 CL 9B CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 ACCESSIBLE RESTROOM 10 CERAMIC TIPAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD ACCESSIBLE RESTROOM 11 CERAMIC TILE W PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD REVISIONS DATE MARBLE THRESHOLD JAN. CLOSET 12 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD STAIR 13 CALVIVINYLE PRO PLANK AT00R PAINTED PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PINE TREADSIRISERS AT STAIR SMALL GATHERING ROOM 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD " W MODEL# KITCHEN 16 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL # 1904501400 FOYER 11 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 RESTROOM IS CERAMIC TILE 1111 MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD SOURCED AT LOWES' V VESTRY 19 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 RESTROOM 20 CERAMIC MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD V SOURCED AT LOWES' CLOSET 21 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL # 1904501400 ISSUED TO: SIDE ENTRY 22 TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 DOOR SCHEDULE DOOR ROOM ROOM INTI DOOR DOOR DOOR FRAME HARDWR LABLE KEY NUMBER NAME NUMBER EXT, TYPE SIZE CONST. TYPE TYPE RATING NOTES FIBER-CLASSIC-MAHOGANY COL��ECTION AS MFROD 15Y THERMA-TRU LITE SDL / 2 PANEL SHAKER ENLJTEN FLUSH 101 VESTIBULE I EXT Dl (2) 3'-0" X 8'-0" - - - - GLAZED LOW E GLASS - (2) 1' X 8 MATCHING SIDELITES _ 6 102 MEETING ROOM 2 INT. D2 (2) 3'-0" X 8'-0" MDF WD - - I 00 G 5YI - I G - 3300 - G-SSQUARE STICK STICKING) 103 VESTIBULE I EXT. 03 3'-0" X 8'-0" MDF WD - - FIBER-CLASSIC-MAHOGANY COLLECTION AS MFR'D PY THERMA-TRU - (o LITE SDL / 2 PANEL SHAKER ENLITEN FLUSH GLAZED, LOW E GLASS 104 RESTROOM 20 INT. D4 2'-8" X 8'-0" MDF WD - - ff KEMIUMF DOCKS AS MANUFACTURED 5Y TRUSTILE - FAINT G - T53300 - C-55 kFLAT PANEL SQUARE STICK STICKING) 105 CLOSET 21 INT. D4 2'-8" X 8'-0" MDF WD - - PREMIUM STICKING)DOORS AS MANUFACTUREDY - I G - 330 - - SQUARE STIC106 CHAIR STORAGE 4 INT. D5 (2) 3'-0" X 8'-0" MDF WD - - PRE I 00 Y TRU5TILE - FAINT GRADE - T633ee - -55 (FLAT PANEL SQUARE PROJECT: STICK STICKING) 101 MINISTERS OFFICE 5 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUMF DOORS AS MANUFACTURED BY TRU5TILE - PAINT G - T5330e - C-65 (FLAT PANEL SQUARE FIRST UNIVERSALIST STICK STICKING) 108 ADMIN OFFICE 6 INT. D6 3'-0" X 1'-0" MDF WD - - PRS71U9_FVFDOORS AS MANUFACY TRU6TILE - FAINT G - T633ee - C-55 (FLAT PANEL SQUARE CHURCH OF 109 VESTIBULE 8 EXT. D1 3'-0" X 1'-0" MDF WD _ - STICK D I ASIC- - Y , Y THEIZMA-TIZU - 6 SOUTHOLD GLAZE LOW E GLASS (2) 1 X 8 MATCHING SIDELITES 110 LOBBY 1 INT. D8 3'-0" X 1'-0" MDF WD - - PREMIUMOORS AS MANUFACTURED 5Y TRUSTILE - PAINT G - T533ee - - SQUARE STICK STICKING) 51970 MAIN RD, 111 ACCESSIBLE RESTROOM 10 INT. D(o 3'-0" X 1'-0" MDF WD - - PREMIUM MDF DOORS AS MANUFACTURED STICKING) Y - - 330 - C- Q SOUTHOLD, NY 11971 STICK112 JAN. CLOSET 12 INT. D4 2'-8" X 1'-0" MDF WD - - PREMIUM MDF DOY TRUSTILE - PAINT G - T533ee - C- SQUARE STICK STICKING) DRAWING TITLE: 113 ACCESSIBLE RESTROOM I1 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUM00RS AS MANUFACTURED E5Y TRUSTILE - FAINT G - T533ee - C-SSQUARE STICK STICKING) PREMIUMF OO S G BY I - I G - 3300 - C- SQUARE 114 STAIR 13 INT. D9 3'-0" X 1'-0" MDF WD - IH RATED STICK STICKING) FINISH SCHEDULE ; 115 GALLERY 9 EXT. D1 3'-0" X 1'-0" MDF WD - _ F1BER-G ASSIC-MAHOGANY COLLECTION DOOR SCHEDULE AS MF D Y THE MA-T U - 6 LITESDL 2 PANEL SHAKE NLITEN FLUS GLAZED. LOW GLASS 111 SMALL GATHERING ROOM 15 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUM I DF DOORS S MANUFACTURED BY R STI - FAINT GRADE - 53300 - C-SS F SQUARE STICK STICKING) 118 KITCHEN 16 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUM MDF DOORSIBV TRUSTILE - PAINT G - TS33ee - - SQUARE STICK STICKING) 119 KITCHEN 16 INT. DI (2) 3'-0" X 8'-0" MDF W _ PREMIUMF DOORS AS MANUFACTURED15Y TRUSTILE - PAINT G - 3300 - C- SQUARE STICK STICKING) SCALE: W 120 FOYER 11 EXT. D1 3'-0" X 1'-0" MDF WD - - FI5ER-G A55IC-MAHOGANY COLLECTION F AS MFR'D Y THERMA-TRU - 6 LITE SDL / 2 PANEL SHAK R NLITEN FLU GLAZED LOW GLASS » 121 MEETING ROOM 2 INT. DI1 (2) 3'-0" X 8'-0" MDF WD - - PREMIUMO S MANUFACTURED 15Y I - FAINT G - T533040 - G-55 kFLAT PANEL SQUAR15- SCALE N T S STICK STICKING) 122 MEETING ROOM 2 INT. D6 3'-0" X 1'-0" MDF WD - - REMI M DF DOORS AS MANUFACTURED 5Y TRU5TILE - FAINT GR - T5330e - G-S6 (FLAT PANELSQUARE STICK STICKING) 123 CHANCEL 3 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUMOORS AS MANUFACTURED BY TRUSTILE - FAINT G - T633ee - C- Q UAR STICK STICKING) 124 VESTRY 19 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUMOORS AS MANUFACTURED 5Y TRUSTILE - FAINT G - T633ee - C- SQUARE DRAWN BY: STICK STICKING) /� ED D AqC r^ 125 RESTROOM I$ INT. DI2 2'-8" X 1'-0" MDF WD - - PREMIUMO G Y I - I G - 53300 - C- F Q PS STICK STICKING) F125 MECHANICAL ROOM 24 INT. D9 3'-0" X 1'-0" MDF WD - IH RATED PREMIUM MDF DOORS AS MANUFACTURED 5Y TRUSTI E - PAINT GRADE - T53300 - C-SS FLAT PANEL SQUARE CHECKED BY: a STICK STICKING) RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-601 FINISH 5(�,H E�ULE; COR 15/04/2021 SGf4LE: NTS PROJECT ENGINEER: LIGHTING SCHEDULE LIGHTING SCHEDULE de in Civi/Engineer/ng d Construction Management LIGHTING IMAGE LOCATION TYPE COUNT INT/ KEY L13HTING IMAGE LOCATION TYPE COUNT INT/ KEY de Bruin Engineering, P.C. EXT. NOTES EXT. NOTES 1400 Old Country Road-Suite 106 Westbury•New York•11714 516.513.1313 •516.579.2574 Fax ENTRY VESTIBULE PENDANT I INT ACCESSIBLE RESTROOM WALL LIGHT 2 INT. It is a violation of Section 7209 of the ED New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is MEETING .M ROOPENDANT 8 INT O JAN. CL RECESSEDaltered under the direction of a 2 INT. professional engineer, the altering „ CEILING engineer shall affix his seal to the LIGHT drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. MEETING ROOM WALL 10 INT. ATTIC STAIR WALL 4 INT. D LIGHT F-E LIGHT CHANCEL WALL 2 INT. SMALL GATHERING PLACE PENDANT 3 INT. =1 LIGHT I5 REVISIONS DATE CHAIR STORAGE 1X4, 4 INT. KITCHEN LED PENDANT 3 INT. 0 TROFFER 16 MINISTERS OFFICE RECESSED 8 INT KITCHEN RECESSED 0 CEILING CEILING 1e INT. LIGHT b LIGHT MINISTERS OFFICE FOYER RECESSED PENDANT I INT• CEILING � 7 INT. ISSUED T LIGHT TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 RECESSED RECESSED TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 ADMIN OFFICE g INT. RESTROOM AND VESTIBULE CEILING � CEILING 18 LIGHT 4 INT. LIGHT ADMIN OFFICEPENDANT 1 INT. VESTRY RECESSED CEILING 2 INT. 9 LIGHT LOBBY RECESSED 15 INT. VESTRY WALL F-71 CEILING 2 INT. LIGHT 9 LIGHT LOBBY RECESSED PROJECT: PENDANT I INT. RESTROOM CEILING ze 2 INT. LIGHT UNIVERSALIST CHURCH OF SOUTHOLD VESTIBULE PENDANT I INT. CLOSET 51970 MAIN RD, WALL 2 INT.LIGHT SOUTHOLD, NY 11971 11 DRAWING TITLE: GALLERY RECESSED 12 INT SIDE ENTRY RECESSED 0 CEILING CEILING 2 EXT. LIGHT �z LIGHT SCHEDULE LIGHTING SCHEDULE ACCESSIBLE RESTROOM RECESSED CEILING FRONT ENTRANCE WALL 2 EXT. SCALE: 3 INT. F 10 LIGHT LIGHT '* SCALE: NTS ACCESSIBLE RESTROOM WALL 2 INT PIER 0 LIGHT LANTERN MOUNT 2 EXT. DRAWN BY: _ LIGHT PS ED aR�y CHECKED BY: * i ACCESSIBLE RESTROOM RECESSED 3 INT. RMC CEILING EAST PORCH PENDANT EXT. LIGHT FILE N0. PROJECT NO. DRAWING NO. DATE: A-602 F—LE(�,TI (f. Le L �7H TI N(_5 5GHEDULE 15/04/2021 SCALE: NTS N GENERAL CONDITIONS A COMPACT EACH501L LAYER To AT LEAST THE SPECIFIED MINIMUM OEOREE. REPEAT PIROC.E55 UNTIL PLAN GRADE 6 ATTAINED. DAMPPROOFING PROJECT ENGINEER: 3 DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY,FROZEN OR CONTAINING MOST OR ICE. I. DRANW-6 .6 PLACE BACKFILL AND FILL MATBRIAL.5 EVENLY ADJACENT TO STRUCTURES TOREGUIREP ELEVATIONS. TAKE CARE TO PREVENT 1. FURNISH AND INSTALL MA571C DAMPPROOFING ON EXTERIOR SIDE OFF C.ONGRETE FOUNDATION WALLS. MASTIC, SHALL BE TYPE I, GLASS .H IT 15 THE INTENTION OF THESE DRMIN55 AND NOTES TO PROVIDE FOR THE COMPLETE CONTRLU(TIONI OF THE RESIDENCE, INCLUDIN15 WED61N ACTION OF BACKFILL A&AIN5T THE 5TRLUGTURE BY GARRYING THE MATERIAL UNIFORMLY AROUND THE STRUCTURE TO B, TROWEL GRADE PRIMING ASPHALT MASTIC AS MAKFAGTURED BY KARNACK CHEMICAL CORPORATION' OR EQUIVALENT. EVERY ITEM SHOWN,REASONABLY IMPLIED. OR REM RED TO COMPLETE ALL WORK, SHOULD ANYTHING BE OMITTED FROM THE APPROXIMATELY THE SAME ELEVATION IN EACH LIFT. 2. WERE EXCE551VE &IROUND WATER 15 ENCOUNTERED,C4MTACT ARCHITECT FOR PROPER INSTALLATION OF A WATERPROOFING d e TI n DRAWIN55,NEGE55ARY TO THE PROPER CONSTRUCTION OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE fRE5POH51BIL.ITY OF THE .1 K44ERE THE CONSTRUCTION ENGLU7E5 BASEME=NT OR OTHER UNDER6ROUNP WALLS HAVING STRU(TURA.L FLOORS OVER THEM, DO NOT MIN E, DO NOT BACKFILL IF PERCHED OR EXCESSIVE WATER CONDITION 15 SUSPECTED OR ENCOUNTERED. Civi/Engineering d Cons��uction Management CONTRACTOR TO NOTIFY THE ARCHITECT. BACKFILL 5UC,H WALLS UNTIL THE 5TRUGTURAL FLOORS ARE IN PLACE AND HAVE ATTAINED SUFFICIENT STRENGTH TO FORT THE .2 DO NOT 56ALE DRANINI65. WRITTEN DIME ION15 SUPERSEDE SEALED MMENSONS. WALLS, de Bruin Engineering, P.C. 2. PERMITS, FEES,APPROVALS 12. DEGREE OF COMPACTION REQUIREMENTS! INSULATION 1400 Old Country Road-Suite 106 i CONTRACTOR SHALL OBTAIN A BALDING PERMIT FROM THE LOCAL TOWN OR VILLAGE PRIOR TO STARTING ANY WORK. .1 5T'FRIICTURAL FILL: DEN5IFY ALL STRXTURAL FILL, IWAJ.VIWREGOMtPAGTED E=XISTING FILL. AND BACKFILL.,TO A MINIMUM DEGREE Westbury-New York-11714 2 ALL WORK SHALL CONFORM TO THE REGIUHREMENTS OF TETE NEW YORK STATE UNIFORM FIRE PF2E'VENTKM AND BULDI46 CODE AND OF COMPACTION OF "OF THE MODIFIED PROCTOR DENSITY. 1. ALL INSULATION SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION 516.513.1313 -516.579.2574 Fax SHALL ALSO C0WCRM TO THE REQUIREMENTS OF ANY OTHER AUTHORITIES HHAVINS JURISDICTION. 2 COMPACT THE ZIPPER 6' OF FILL 1N PAVEMENT AREAS TO A MINIMUM DEGREE OF COMPACTION OF tt5%OF THE MODIFIED PROCTOR CONSTRUCTION CODE OF NY STATE,,,'Logo .3 +OONMACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED APPROVALS,CERTIFICATES, PERMITS, INSPECTIONS,APPROVALS, DENSITY. U5E PROPER 50 BASE MATERIALS ONLY. 2. UNLESS OTHERWI15E NOTED ON THE DRAWINGS, IN5I,LATION MATERIALS SHALL BE AS FOLLOW5: TESTS, ETC, FOR ALL WORK PERFORMED FROM A6ENCIE5 AND UTILITIES HAVING JURISDICTION THEREOF. .3 UNDER BUILDING SLABS,USE ORAN"'R FILL, IF 50 GALLED FOR ON THE MMW_-5. ALL EXISTING LOAM 15 TO BE REMOVED AND It is a violation of Section 7209 of the 3. EX15TING CONDITION5 REPLACED WITH SELECTED CONTROLLED COMPACTED BACKFILL AS AP'P'ROVED BY A SOIL ENGINEER. CRANI. SPACE R = 30 9" FIDERGLAS5 E3ATT New York State Education Law for any .H GENERAL. CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AT THE SITE PRIOR TO THE STARTING OF WORK AND 13. BACKFILL INC FOUNDATIONS person, unless h e is acting under t h e SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THE PLANS AND SPECIFICATIONS AND SHALL MAKE ALL. AORK AGREE WITH SAME. .I PRIOR TO THE COMMENCEMENT OF BAGKFILLINIS EXCAVATIONS AS PROMPTLY,IMURE THAT THE FOLL.OWINS ARE COMPLETED, direction of a licensed professionaI THE CONT RAGTOR SHALL NOTIFY THE ARCHITECT AND THE OME1tR OF ANY AM816VITIE5 OR DISCREPANCIE5 BEFORE PROCEEDING .1 ACCEPTANCE OF CONSTRUCTION BELOW FINISH ORADE INCLUIDIN65,WHERE APPLICABLE,DAMPPROOFINS AND WATERPROOFING INTERIOR 2' x 4' WALLS R = 13 3 1/2" F ISM6LASS BATT engineer, to alter any item on this WITH THE WORK. IF ANY OUES'T110N5 AR15E BEFORE OR DURING COON5TRU6TION A5 TO THE INTENT OR DETAILS OF THE PRAWINGS, .2 INSPECTION,TE5TINS, APPROVAL,AND REGORDIN-6 OF UNDERGROUND UTIL ITT LOCATIONS; drawing in any way. If the drawing i s THE CONTRACTOR 4ALL GALL THE AR(HITE6T FOR CLARIFICATION AND)OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW .3 CONCRETE FORMWORK HAS AEEN REMOVED. ROOF INSULATION JZ - 30 'a" FIBERGLASS BATT altered under the direction of a THE ABOVE PROCEDURE, HE SHALL A55VME ALL RESPONSIBILITY FOR THE G0NSE6IUENGE5 OF H15 ACTIONS AND/OR DECSIONS. .4 SHORING HAS BEEN REMOVED; 3. INSULATION MATERIALS SHALL CONFORM TO THE FOLLOWIN& professional engineer, the altering .2 UNLESS OTHERWISE NOTED, THE EX1571MO CONDITIONS SHOWN ON THE DRAWINGS WERE OBTAINED FROM FIELD DIMENSIONS. 5 TRASH AND DEBRIS HAS BEEN REMOVED., UNFACED FIBER6,LA55 BATTS A5TM Cta65, TYPE I; engineer shall affix his seal to the 4. SUPE-RVIVON .6 PLACEMENT OF HORIZONTAL BIRAGiN5 ON HORIZONTALLY SUPPORTED WALL515 COMPLETE AND SAFE, KRAFT FACED BATTS A5TM (655, TYPE III,GLASS A; drawing with the notation "altered by" .1 THE CONTRACTOR SHALL PROVIDE ADEQUATE NUMBERS OF SKILLED KWXt- -N WHO ARE THOROUGHLY TRAINED,SKILLED AND .1 F00TIN5 OR OTS DRAINAGE FACILITIES AR.E IN PLACE. FOIL FACED BATTS ASTM 6665,TYPE III,CLASS B. followed by his signature, the date of CAPABLE IN THE NECESSARY CRAFTS,AND "10 ARE GOMPL.ETELY FAMILIAR W TH THE SPECIFIED REGUI I=_MEN1T5 AND THE METHODS .2 ALL BACKFILL MATERIAL SHALL BE GLEAN H=ILL. BACKFILL TO BE F'RFE.OP WOOD,TRASH,DEBRIS AND ALL ORGANIC MATERIALS. 4. ALL INSULATION SHALL BE LABELED A5 TO TYPE,MANUFACTURER,AND R VALUES. alteration, and a specific description NEEDED FOR THE PROPER PERFORMANCE OF THE WORK, 14. GRADING 5. INSULATION of the alteration. .2 THE CONTRACTOR SHALL FURNISH AND U5E EGVIPMENT ADE6VATE IN SIZE,CAPACITY AND QUANTITY NEGE55ARY TO ACCOMPLISH .1 PERFORM ALL ROUGH AND FIN15H GRADM PEG .ED TO ATTAIN THE ELEVATIONS SHOWN ON THE DRANINOS, .I INSTALL ALL EXTERIOR WALL INSULATION IN AC,CORDANC,E NTH THE MAINEEA(TURER'S PRtNTED INSTRUCTIONS. THE WOPY_ INGLLVED NE-REIN, IN A TIMELY MANNER. _? WE-RE 6+IANGF-5!jF SI nPF ARF INDICATED ON THE DRAWW-55.C7451$MT ROLLED TRANSITHONtS HAVING A MINIMUM RADIU5 OF .2 INSULATION IN EXTERIOR WALLS SHALL BE 'PLACED WITHOUT GAPS OR VOIDS BETW!EN INSULATION. WHERE PIPES AND ELEC.TT2IV.AL 3 IN PROCVR1No ALL ITEMS TO BE FlRNI5HE0 AS 'PART OF T1415 WORK, IT 15 THE 6ENINtAI.. CONTRACTORS RE5PON51E31LITY TO VERIFY APPROXIMATELY 8'-O",UNLE55 ADJACENT GONSM)OTION WILL. NOT PERMIT SIZH AS TRANSITION,OR IF SUCH A TRAN51TION DEFEATS DEVICES OCZUR IN EXTERIOR WALLS, PLACE INUL.ATION BEHIND SAME,WITHOUT INTERRUPTION. THE DETAILED REOUIREMENT5 OF THE 51F`ECIFICALLY NAMED GORES, 5TANDARM AND REFERENCE5 AND TO VERIFY THAT THE ITEMS POSITIVE CONTROL OF DRAINAGE. 3 INSTALL BATTS WITH FACTORY APPLIED MEMBRANE FA61N6 THE WARM BIDE OF THE BUILDING, SPACE. PROCURED FOR USE IN THIS WORK MEET OR EXCEED THE SPECIFIED REMIIREMENTS. .3 GRADE AREAS ADJACENT TO BUILDINGS TO ACHIEVE DRAINAGE AWAY FROM STRUCTURES AND TO PREVENT PONDING. A INSTALL TIGHTLY AROUND ALL EXTERIOR OPENIN C,,5 PERIMETERS,FILL IN COMPLETELY THE SPACE BETWEEN WALL FRAMI% AND A CONTRACTOR SHALL COORDINATE ALL PORK, INGLIUDIN5 COORDINATION WITH ANY OTHER SUBCONTRACTORS HIRED BY THE OWNER THE FRAME OF WINDOWS, DOORS,SLEEVES, ETC. 50 A5 TO A55UR1= THE PROPER AND TIMELY PERFORMANCE OF WORK FOR THE OVERALL SCHEDULINI6 OF THE PROJECT. 5 AFTER BATT IN50LATM 15 GOMPLETELY INSTALLED AROUND EXTERIOR OPEN1NC75, PROVIDE MR)LATHON SEALANT OVER BATTS. 3 DESIGN LOAD5. ROOM OR SPACE LIVE LOAD CONCRETE 6. SOUND INSULATION ROOF 45# PER 5G. FT. .1 APPLY 5OUND INSULATION AND SOUND ATTENUATION BLANKE=TS WITHIN PARTITIONS CONTINUOUSLY WITH TIGHT JOINTS. WSU,.ATION FIRST FLOOR. 45# PER 50.FT, 1. ALL CONCRETE WORK 'SHALL CONFORM TO THE REQEAREMENT5 AND RECOMMENDATION5 OF A6I-304-84 aPECIFIGATiONS FOR MUST EXTEND FROM FLOOR TO CEILING AND FOR THE ENTIRE LENGTH OF THE PARTITION WITHOUT ANY VOIDS. SECOND FLOOR 400 PER 50, FT. STRUCTURAL CONCRETE FOR BUI11-0I14695' (FG = 3000 PSI). .2 WHERE E:LEGTRIC 13OXE-5 OR SIMILAR ITEMS PENETRATE THESE PARTITIONS, WRAP THE INSULATION AROUND SUCH 80X15 AND THE 2. PROVIDE 5 MIL THICK POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRE=TE 'SLABS ON Cwt,ADE. LIKE 50 A5 NOT TO INTERRUPT THE CONTINUITY OF THE IP S-PLATION. 3. PRIOR TO BACKFILLING,TROWEL ON MASTIC DAMPPROOFING AT THE EXTERIOR OF TIE NEW CONCRETE WORK. 3 SECURELY FASTEN THE INSULATION TO THE PARTITION CONS iaZTION. DEMOLITION 4. ALL FOOTINGS AND FOl1NDAT{ON5 94ALL REST ON UNDI5TUR.BED 501L HITH A MINIMUM 501L BEARING CAPACITY OF 2 TONS PER SMARE FOOT(2,000 P5F). FOOTIN65 SHALL HAVE MINIMUM OF 3'-0' OF COVER, AS MEAaRED FROM THE BOTTOM OF THE FOOTING TO THE REVISIONS DATE 1. CONTRACTOR 94ALL V151T THE SITE TO DETERMINE THE CONDI TIONS OF THE EXISTING,STRUGTURE5 TO BE'REMOVED. FINISHED GRADE DIRECTLY ABOVE FOOTING,OR AS O W--RH15E REGIUIRED BY LOCAL AIfTHORITIE5 HAVTN6 JURISDICTION THEREOF. V401F INS_AND-FLASHING 2. CONDUCT DEMOLITION OPEERATION5 AND THE REMOVAL OF DEF RIS WITH MINIMUM INTERFERENCE WITH EXISTING VESIDENT'5,ROADS, 5. PRIOR TO THE PLA(EMENT OF ANY FOV.10ATION CONCRETE, THE CONTRACTOR 5HALL HAVE THE LEVEL OF ACGEPTABLE BEARIN5 STRATA STREETS, WALKS, AND ADJACENT OCCUPIED FAGILITiES. ENSURE THE SAFETY OF ALL PERSONS AND BUILDINGS AROUND THE AREA OF VERIFIED IN THE FIELD BY AN INDEPEWENT SOIL TESTING A6ENGY. 1. PROVIDE NEW 235' ASPHALT 5HIIWAES AT NEW EXTEN510N TO MATCH EXISTING HOUSE ROOT= SHIN6,LES. ROOF COVERING FIRE EXP05ME DEMOLITION. CON MT OPEfRATIONS TO PREVENT INJURY TO ADJACENT EULDINGS,STRUCTURES,FACILITIES,PERSONS AND PROPERTY. 6. ALL CONCRETE WORK SHALL E3E POUREV IN PLACE. ALL FOOTIN55 AND FOUNDATION WALLS SHALL BE FORMED USING, WOOD FORMWORK, CLASSIFICATION FOR 235# ASPHALT SINGLES,UL CLASS 'A' ASTM 3462. 3. PROMPTLY TREPAtR ANY DAMAGES TO ADJACENT FACILITIES GA.U551D BY DEMOLITION OPERATIONS AT NO ADDITIONAL G05T TO OWNC-R, T. CONCRETE FOOTINGSS SHALL NOT 131E PLACED IN OR UNDER KATE R. 2. 5HI49LE5 SHALL BE INSTALLED OVER ONE LAYER OF 154 ROO'FIN6 FELT AND 112" PLYWOOD ROOF SHEATHING 4-PLY FIR,CI7X. 4. USE ALL MEANS NECE55AR'Y' TO CONTROL V05T ON AND NEAR THE POW AND ON AND NEAR ALL LOADING AREAS 15 SUCH MST 15 S. CONCRETE COMPRESSIVE STRENGTH FOR ALL FOOTHN65, FOUNDATION WALLS, PIERS, AND OTHER.SMr.,TURAL ELEMENT'S SHALL BE 3. ALL FLASHINGS REQUIRED FOR THIS WORK SHALL BE ALUMINUM. CAUSED 13Y THIS CONTRACTOR5 OPERATIONS DIRIW:7 PERFORMANCE OF THE: WIQRK,OR IF iRES&TIN5 FROM THE CONDITION IN WHICH THE 3MO PSI (Fc -- 3,000 P50. COhGRETE COMPRESSIVE STRENGTH FOR ALL INTERIOR SEA95 ON FPRADE SHALL BE 34M PBI,EXCEPT 4. PROVIDE FLA54IN6 AT ALL'ROOF PENETRATIONS,VENTS, ETC, INGLUDINCS STEP FLA5HIN5 FOR CHIMIEY WHERE REOVIRED, CONTRACTOR LEAVES THE SITE. FOR 5LA86 IN CRAWL SPACES WHICH SHALL BE 3,500 P51. 5. REMOVE EXISTING GUTTERS AND LEADERS AND INSTALL NEW L.EAFGUARD GUTTER SYSTEMS UNITS,.032+6A,SEAPLE55 ALLM RH, 5. CONTRACTOR SHALL BE RE51POWNBLE FOR OBTAINING, L.00ATION5 OF ALL UNDERGROUND UTILITIES, INGLIVIW_7 DRYWELL5, LAYS 9. CONCRETE SLABS ON 6ORAVE SHALL 13E 4' THICK CONCRETE,TROWELED AND FLOAT FINISHED,EXCEPT IN 6AfRA6E5, WHERE 5L AD SHALL COLOR 13Y OWER. SIDE 5EAMLE-55 ALUMINUM LEADERS AND ELBA,COLOR TO MATCH GUTTERS AID PROVIDE SPLASH BLOCKS SPRINKLER SYSTEMS, ETC PRIOR TO COMMEWING ANY DEMOLITION. BE A MINIMUM OF 5' THICK. PROVIDE bxbx1OAO WOVEN WIRE MESH IN ALL SLABS ON GRADE. A5 REOUIfRED. 6. THOROL164tY MOISTEN ALL SURFAGE5 A5 REQUIRED TO PREVENT DUST FROM BEI" A NUISANCE TO THE PUBLIC,NE161.113OR5, AND 10. FURNISH AND PLACE ALL AN04 OR BOLTS,SLEEVES, INSERTS AS REWIRED. 11204AWHOR BOLTS SMALL BE PLACED AT A MAXIMUM OF 3'-O" CONCURRENT PERFORMANCE OF OTHER WORK ON THE SITE. USE WATER SPRINKLING AND TEMPORARY ENCLO5URE5 TO LIMIT THE AMOUNT GENTER5, AND PLACED A MAXIMUM OF 1'-0" FROM CORNERS. OF DIRT AND DUST ARISING AND SCATTERING IN THE AIR TO THE LO9,E5T PRACTICAL LEVEL. LIMIT THE AMOUNT OF WATER USED TO 11. FURNISH AND PLACE ALL STEEL REINFORCEMENT AS INDICATED ON THE DRAHM55, REINFORCIN STEEL 514ALL CONFORM TO A5TM A-615 GAULKIN5 PREVENT HAZARDOUS CONDITIONS, SUCH A5 FLOODING. EFZADE 60. 1 T I "I. GLEAN ADAA-CENT STW-TURES ,ANP IMPRCAk=t FFNTS 6F r)U5T, DIRT AND DEBRIS C.mAro By t?FM01 ITICAM OPERATIONS" A17.jAC.FNT I. PROVIDE CAULKING AND 5EALANT5 A5 REQUIRED BETWEEN VARIOL5 MATERIALS AND JOINTS IN AGCt>RDANGE W1TH INDZTRY AREAS SHALL E3E LEFT IN CONDITION EXISTING PRIOR TO THE START OF THIS WORK. 5TANDAVD5 AND PRACTICES. ISSUED To: 8. DEMOLISH ALL PORTIONS OF THE 5TOXTME-5 INDICATED ON THE DRAWL AID REMOVE ALL DEBRIS FROM SITE, STRUCTURAL STEEL 2. SEALANT MATERIALS 4. PROCEED WITH DEMOLITION IN A SYSTEMATIC. MANNER,FROM TIP OF STRUCTURE TO GROUND. COMPLETE DEMOLITION WORK ABOVE J SEALANT MATERIALS SHALL GONFORM TO. EACH FLOOR OR LEVEL PRIOR TO 0I571,R51145 5UPPORTIN6 MEMBERS ON LOWER LEVELS. 1. ALL STEEL. WORK SHALL CONFORM TO THE REGVIREMENT5 OF THE A156 05PtCIFICATION5 FOR THE DE-516N,FABRICATION AND ERECTION .1 SILICONE PRODUCTS: FEDERAL SPECIFICATION TT-5-1001543; TOWN OF SOUTHOLD PLANNING 4-1-22 10. BREAK UP AND VEMOVE CONCRETE SLABS ON TRADE,UNLESS OTI ERHISE INDICATED. DEMOLISH AND REMOVE BELOW TRADE WOODS, OF STP.UGTURAL STEEL FOR BUILDINGS.' .2 ONE COMPONENT PRODUCT'S: FEDERAL SPECIFICATION TT-2-00230C, METALS AND ALL OTHER MATERIALS ENCOUNTERED DURING DEMOLITION. 2. STEEL PRODUCTS SHALL CONFORM TO THE FOLL.ONIIN6 ASTM DEES*NATIONSa 2 SEALANT PRODUCTS SHALL BE AS MANUFACTURED BY 'DOW CORNING CORP' OR 'CSENCRAL ELEGTRK, ,COMPANY', 51LICONE PRODUCTS CONTRACTORS FOR MEETING 1 1-11-23 ii. wERE EXISTING WALLS APE REMOVED OR NENOPENlNCSS ARE GALLED FOR IN EXI5TINS WALLS PRIOR TO REMOVAL OF EXISTING STRUCTURAL STEEL..................... ....». w....,. ... A36 DIVISION. WALLS,CEILIN5 BEAM5,ROOF-RAFTERS, ETC. CONTRACTOR SHALL BRACE EXISTIN5 AS RE{,,IlU11RED UNTIL NEW STRUCTURAL MEMBERS 3. ALL STEEL FLITCH PLATES TO BE TF1RO-E30LTED TO WOOD MEMBERS WITH 516D. STEEL BOLTS AT 12" oc,STAID OF NEGES5ARY). .3 SEALANTS SHALL BE ELASTIC,WATERPROOF AND NON-CORROSIVE. GOMPOUNLHD WHEN BET MUST BE FIRM BUT NOT HARD OR BRITTLE. TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 AS SPECIFIED ARE MIALLED. 4. FLOOR LEVELS, COLUMN CENTERS,AND OFFSETS APE TO 13E FIELD DIMENSIONED FRIOR TO FABRICATION AND INSTALLATION. AND MIST PROVIDE LON,i'S LIFE, ELASTICITY AND COMPLETE AND PERMANENT ADHESION TO THE MATERIALS ON 130TH SIDES OF THE 12. ALL ITEMS REMOVE=D IN THE CONTRXTION SHALL REMAIN THE OWNER'S PROPERTY WITH THE EXCEPTION OF THE DEBRIS W1614 SHALL BE JOINT. AFTER APPLICATION,THE COMPJN05 MUST NOT SAG,CRACK,OR SHRINK UNDER ANY WJEATHER CONDITIONS, NOR MUST THEY CARTED OFF THE SITE AND LEGALLY D15PO5ED OF. ITEMS OF SALVAGEABLE VALUE TO THE: GONTRACTOR MAY BE REMOVED FROM THE BE OF SUGM NATURE AS TO STAIN OR 06C.OLOR MATERIALS TO WHICH THEY ARE APPLIED. STRUCTURE(5) AS THE WORK PROGRESSES. SALVAGED ITEMS MU15T BE REMOVED FROM THE 51T'E AS 500" A5 THEY ARE REMOVED FROM L.UMBFR A SEALANTS SHALL BE OF COLORS TO MATCH ADJACENT SURFACES A5 SELECTED BY THE OWNER. THE STRUCTURE. 3. BACKUP MATERIALS 13. CONTRACTOR SHALL E3tER015E 6OW JA*MENT TO MINIMI pAMASE TO EXISTING AREAS(INCLUDING LA" ANIS 5HIRIIE3,), AREAS I. AE.L. 5TRX,TIJRAL LUMBER SHALL BE GRADE MARKED,AND SHALL BE INSTALLED III SUCH A MAKER AS TO LEAVE &RADE mARK a ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH MAN UFACTUIZERS PRINTED REC41MMENDAT10N5, FOR TIME APPROVED DAMAGED ME TO NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL C05T TO THE OWNER. EXPOSED. SEALANT SYSTEM BEIN5 APPLIED. 14. PATCH A5 REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED ANDIOR NEW WORK ABUTS EXISTING. 2. ALL 5T'RLICTURAL ISR BNALL BE DOUGLA5 FIR.NO. 2 OR BETTER Fb = 6'15, E = 1400,000;DRESSED FOUR SIDES, (545).UNLE55 .2 BRUSH(OUT ALL LOOSE MATERIALS USIN6 THE APPROPRIATE TOOL FOR THE SURFACE TO BE (LEANED,AND REMOVE ALL DIRT, DUST, 15. REMOVE ALL DEBRIB,tREJiBBISH AND OTHER MATERIALSRESULTING FROM DEMOLITION OPERATION5. BURNING,OF DEMOLISHED MATERIALS OTFERWISE NOTED ON DRAWIN55. OIL,6REA5E,AND OTHER L005E FARTIGLE5 PRIOR TO AfPLYltr SEALANT MATERIALS. 13E SURE ALL SURFACES ARE DRY. SHALL. NOT BE PERMITTED. OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR REMOVAL OF DEBRIS. TRANSPORT MATERIALS REMOVED 3. UNLESS OTMERH5E NOTED ON THE DRAWING PLYWOOD 5HEATHNG SHALL BE IN KXORDANC,E NIITH THE FOLLOWING .3 INSURE THAT SURFACES ARE COMPATIBLE FOR SEALANTS BEING APPLIED AND STRICTLY FOLLOW SEALANT MANUFACTURERS PRINTED FROM DEMOLITION AND 01SP05E OFF SITE, 0E50RIPTION SPECIES GRADE MIN THI(KNE56 NO. OF PLIES INSTRUCTIONS FOR SURFACE PREPARATION. 16. CONTRACTOR SHALL OBTAIN A DE516NATED LOCATION FROM THE OWNER FOR THE PLACEMENT OF TRASH AND ROLL-OFF C4NTAINER5. SUBFLOORINIG FIR CDX 3/4" 5 .4 WHERE THE USE OF BACKUP MATERIALS ARE REQUIRED,05E TUBE' OR ROD STOCK A5 REOLMR�, HOWEVER, MAXIMUM DEPTH OF CARE SHALL BE TAKEN 50 THAT CONTAINERS DO NOT DAMAGE EXISTING PAVED OR LM05CAPED 5EIRFACESRESUL.TIN5 FROM UNDERLAYMENT FIR P d T5 3/8' BACKUP MATERIAL SHALL NOT EXCEED TWO TIMES THE WIDTH OF THE FINISHED JOINT. CONTAINER LOADING AND/OR UNLOADING OPERATION. E=XTERIOR WALL SHEATHING PINE (OR FIR) COX 1/2' 4 .5 JOINT5 11. CONTRACTOR SHALL BE RESPONSIBLE IN OBTAINING THE CERTIFICATE OF OCCUPANCY_ ROOF SHEATHING PINE (OR FIR) GDX 112' 4 5 JOINTS UP TO 114' IN WIDTH AND MORE THAT 3/4' DEEP AND JOINTS LIP TO 112" IN 1410TH AND MORE THAN 3/b' DEEP MUST BE FILLED 16. CONTRACTOR SHALL FLE CERTIFICATE OF WORKMEN'S COMPEN5ATION AND DISABILITY CERTIFICATE WITH THE EVILDIN6 DEPARTMENT ALL 51EATHIN&514ALL EXTEND OVER A MINIM'( OF TI 10 FRAMING BAYS,UNLESS OTHERHISE NOTED. HORIZONTAL ..JOINTS IN SHEATHING WITH BACKING MATERIAL. BEFORE STARTING WORK. TO BE SUPPORTED WITH BLOCKING. fo DO NOT TK15T OR BRAID BACKUP MATERIALS. 4. ALL WOOD SOLE PLATE5,BILLS, OR OTHER WOOD V REGTLY IN CONTACT WITH GMRETE OR MA50NRY SHALL BE TREATED LUMBER. :T PRIME SURFACESRECEIVIN6 SEALANT IN ACCORDANCE WITH THE SEALANT MAI+IIFAGTURERS'RECOMMENDATIONS. PRIMING, WERE 5. ALL PLYWOOD WALL SHEATHING SHALL 13E 4-PLY FIR, 112' THICK,COX. ALL.5HEAIHII7 SHALL EXTEND OVER A MINIMUM OF TWO REC0LMP,SHALL BE DONE WITH A BRUSH OR OTHER APPROVED MEANS THAT WILL REACH ALL PARTS OF THE ,JOINT TO BE FILLED FXC.AVATION FRAMING BAYS. WITH C,OMPtOUND. SURFACES ADJACENT TO JOINT 'SHALL BE MARKED FOR PROTECTION. .b PROVIDE A BOND BREAKING MATERIAL AS RECOMMENDED BY THE SEALANT MANUFACTURPR. I, F_XC.AVATION SHALL INC,LUDE THE REMOVAL OF ALL MATERIALS OF EVERY KIND OR NATURE WHICH MAY BEIREQUNRED FOR THE EXECUTION MASK AREAS ADJACENT TO JOINTS IF NECESSARY TO OBTAIN A NEAT SEALER LINE. PROJECT: OF THE WORK. EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL ROCI BOULDER5 AND OTHER O55TRUGTIC%IJP TO 1 112 CUBIC,YARD5 ROU6H CARPENTRY JO APPLICATION 45T BE BY HAND GUN OR PRE5S11RT_- EQUIPMENT AGC49DIN6 TO MANUFACTURERS IN51RMT1ON5. III SIZE. EXCAVATION WILL NOT BE CONSIDERED COMPLETED UNTIL APPROVED BY INSPECTION. A F-XCE55 SEALANT MST 13E CLEANED FROM NDN-POROUS SURFACES WHILE IN UNCURED STATE NIITH A COMMERCIAL SOLVENT. ON FIRST UNIVERSALIST .2. EXCAVATE TO 6RADE5 A5 51 1+1 ON THE DRAWIN65. WHERE EXCAVATION eRADE5 ARE NOT'SHOWN ON THE DRAWINGS,EXCAVATE A.5 1. ALL FRAMING SHALL CONFORM WITH 0000 STANDARD PRACTICES OF PLATFORM FRAMING AND COMPLY WITH THE'fREGUREM1ENT5 FOR POROUS SURFACES,ME55 SEALANT MI.15T BE ALLOWED TO CVRE AND THEN BE(REMOVED BY ABRASION OR OTHER MECHANIC AL CHURCH O F i;T:WIRHE ED TO AC OMKVATE TINSTALLATION, LEVELING:REMOVE ALL RUT5, HUMMOCKS,AND OTHE=R UINEVEN SURFACES BY SURFACE WOOD GONSTRIUGTION IN THE CODE MANUAL OF 'THE STATE BUILDING GONSTIIZZT1BE 0H CODE. ALL WORK SHALL ACCURATELY FRAMED MEANS. ALLOW 5EALA14T JOINT TO C,EIRE FOR AT LEAST 45 HOURS. 6RADIN67 PRIOR TO PL.AGEMENT OF FILL. PLUMB,LEVEL AND TRUE,WELL SPIKED, BRACED AND ANCHORED TOGETHER'TO FORM A-RIGID STRUCTURE. .12 SURFACES WITH PROTECTIVE COATINGS TO WHICH THE SEALANT MUST BOND SHALL BE WIPED WITH A RECOMMENDED SOLVENT TO SOUTHOLD 3. WERE DEPRES5HONSRE5ULT FROM THE'REMOVAL OF SUIRFACE OR SUE�URFAGE OBSTRUCTIONS, OPEN THE DEPRESSION TO EQUIPMENT 2. BEARING PARTITIONS SHALL'RE( A CONTIN;LIOU5 DOUBLET'S TOP PLATE, WITH LAPPED JOINNOT LESS THAN ,24`. ALL BEARING REMOVE ANY OIL DEPOSIT OR PROTECTIVE COATING, WORKING WIDTH AND REMOVE ALL DEBRIS AND SOFT MATERIAL AS DIRECTED BY THE ARCHITECT. PARTITIONS SHALL WAVE 5OLID 2" x 4' BLOCKING AND H=IRE 5TOP5 AT M10 HEIGHT BETWEEN ALL VERTICAL STUDS. PROVIDE A MINIMUM .13 CAULKED JOINT5, AFTER THEY HAVE BEEN COMPLETELY FILLED,SHALL 13E NEATLY POINITED AND FINISHED. THE EXTERIOR JOINTS 4. FINNISH ALL FA(ILiTIE5 AND MATERIALS NEEDED TO PREVENT THE EARTH AT BOTTOM OF EXCAVATION FROM BECOMING FROZEN. HEADER OF (2) 2' x 5' AT ALL OPENIN55 IN BEARING WALLS, U41LE55 OTHERHIBE NOTED ON THE DPAWIN95, SHALL BE NEATLY POINTED TO MAKE A SL16HTLY CONCAVE JOINT, THE EDGES OF WHICH ARE FLU5H WITH ADJACENT S(URFACE5. 51970 MAIN RD 5, EXCAVATING FOR t� FOOTI : 3. ALL OPENIN65 IN ROOF OVER FOUR SOUAIRE FEET IN AREA SHALL 13E FRAMED WITI A MINIMUM OF DOUBLE HEADERS AND TRIMMERS, .14 ALL CAULKED JOINTS SHALL 8E MADE WATERT16HT AND NIEATHERPROOf. .1 EXCAVATE FOR FOOTIM55 AND FOUNDATIONS ONLY AFTER GENERAL 51TE EXCAVATING,FIL.LIN6.AND TRADING ARE COMPLETE. UNLESS OTHERWISE NOTED ON THE DRAWIN55. ALL TAIL BEAMS BNALL BE SUPPORTED WITH APPROVED TYPE STIRRUP HAW-�ERS OR A SOUTHOLD, NY 11971 .2 VERIFY THAT ALL COMPACTION 15 COMPLETE AND APPROVED PRIOR TO EXCAVATION FOR FOOTWCiro. CON TINUIOU5 HOOD LECC5R STRIP. .3 EXCAVATE TO THE EBTA13L.15HED LINES AND GRADES. GUT OFF 130TTOM OF TREWJ4E-S LEVEL., AND REMOVE ALL L005E SOIL. WERE 4. ALL OPENIN65 IN WALLS AND PARTITIONS SHALL (RECEIVE A HEADER SEARING ON ONE CRIPPLE (JACK) STUD CONTINUOUSLY FASTENED SIDING SOFT 5POT5 ARE EW_-OUfiNTERED,REMO'V'E ALL DEFECTIVE MATERIAL AND REPLACE WTH LEAN C W_+zM OR COMPACTED STRUCTURAL TO A FULL LENGTH 57UD ABUTTING HEADED, EACH SIDE. DRAWING TITLE: FILL AT NO ADDITIONAL COST TO THE OMER. 5. PROVIDE 6RO55 BRIDGINGS ATA MAXIMJM OF &'-O' m FOR ALL FLOOR JOISTS AND CEILING JOIS;T5. BRIDGING SHALL BE 1'x 3"CRO>% I. PROVIDE AND IN5TALL NEW CEDAR CLAPBOARD SIDING AS SELECTED BYOMER. COLOR AND TYPE TO BE SELECTED BY OYER. .4 ALLOW A SUFFICIENT DISTANCE FROM F0011995 AND FOUNDATIONS TO PERMIT PLAC,INrS AND REM OVENS CONCRETE FORMWORK, BRID01465,SOLID WOOD BL.00KIN5 2' x DEPTH OF MEMBER OF 1$ GAUGE METAL CRO BRIDGING. 2. REMOVE EXISTING 51DIN5 AND INSTALL NEW'51DN5 AT ABUTTING AND ADJACaT FA(ADES AS SHOWN ON THE DRAW Ne5. INSTALLATION OF SERVICES, OTHER 0ONS1RUGTION REGUIR.ED,AND FOR INSPECTION. 6. ALL BUILT-UP WOOD&IRDER5,HEADERS,LINTELS,ETC SHALL BE PROPERLY FASTENED T06ETHER. TO ACT AS ONE. WHERE CONTINUITY 3. PROVIDE AND INSTALL NEW 51DIN6 OVER ONE LAYER OF 15# BUILDING FELT. FELT TO BE 5ECURE9 INDEPENDENT OF 510IN6 WITH A 5 IN EXCAVATING FOR F0071W,2 AND FOUNDATIONS,TAKE CARE NOT TO 015TURB BOTTOM FOR EXCAVATION: I5 REWIRED AND SPLICES ARE NECESSARY FOR LEN&THfS OVER 24'-0',THE CONTRACTOR SHALL 013TAIN SPLICE POINTS FROM THE MINIMUM LAP OF 3". SPECIFICATIONS 1 .1 EXCAVATE BY HAND TOOLS TO FINAL GRADE ,RUST BEFORE GONGRETE 15 PLACED. AI GHITEGT. JOINTS SHALL NOT O=R AT CRITICAL POINTS. 4. INSTALL 114'RIGID INSULATION a THE FACE OF THE EAST'&RESIDENCE PRIOR TO VINYL I145TALLATION. .2 TRIM BOTTOM TO REGIRED LINES AND CRAVES TO LEAVE SOLID BASE TO RECEIVE CONCRETE, 1. TOP FLANGES OF GIRDERS,MASONRY WALLS AND IN OTH1=R LOCATIONS ASREWIiRED,SHALL BE BRACED TO FRAMING MtE43ERS WITH 3 MERE BOTTOM OF EXGAVATIONI HA513EEN DISTURBED OR OTHERWISE tMUITABLE TO PROPERLY SUPPORT FOUNDATION IN THE APPROVED TYPE METAL AN(HORS OR TIES. DOORS OPINION OF THE SOIL ENGINEER, WETHER DUE TO FREEZING, POOR. WORKMANSHIP OR ERRAR5, THE5E EXGAVATION5 ARE TO BE 15. PROVIDE DOUBLE MEMBER FLOOR JOISTS UNDER PARTITIONSRUNNINS PARALLEL TO JOIST. CARRIED TO A LOWER DEPTH,SUFFICIENT TO PROVIDE STABLE BEARINGS A5 DETERMINED 13Y THE 501E ENGINEER, AT q. WOOD ,U01ST5 TO BE FRAMED OUT TO ALLOW FOR PLUMBING R0t16HaIIN1GS AND FITTINGS. WOOD J015T5 TO HAVE A MINIMUM OF 4" I. PROVIDE W00D DOORS AND FRAMES AS INDICATED ON THE DCRANgNCyS AND 11E DOOR SCHEDULE. ALL INTERIOR AND EXTERIOR CONTRACTORS EXPENSE. MARIN6 VNLE55 O'THERWI5E NOTED OR 540M. DOORS ARE TO BE SOLID CAREE, BIRCH VENEER A5 MANUFACTURED BY 'M096AN'OR EQUAL. SCALE: .6 UNDER FOOTIN65 AND FOUNDATIONS FILL OVER EXCAVATED AREAS WITH GONCRETE BY EXTENDING THE INDICATED BOTTOM tO. ALL EXP05ED PIPING AND STEEL BEAM5 IN FINt5HIED ROOMS SHALL BE BOXED AND REAMED TO RECEIVE GYP" WALL BOARD, 2. STOCK FABRICATED ITEMS. WILL BE APPROVED IF THEY CONFORM GENERALLY TO SIZE, TYPE AMID DETAIL AND OTHER VEQUIREMENTS ELEVATION OF THE FOOTING OR BASE TO THE EXCAVATION BOTTOM,WITHOUT ALTERING THE REOUIfRED TOP ELEVATION. LME55 OnIERWISE NOTED. INDICATED ON THE DRAWIN,E5 AND SPECIFIED HEREIN. J BACKFILLING FOR OVER EXCAVATED AREAS SHALL 13E PERFORMED AT NO ADDITIONAL CO5T TO THE OR ER. II. PROVIDE ALENL OPINI�RE6 RED FOR RECE55ED MEDICINE CABINETS,CLOTHES HAMPER5,CONVECTORS,ETC WITHIN FRAMING. 3. KNOCK-DOW,, FRAMES 5HALL BE USED FOR' INTERIOR DOOR FRAME-5 FOR WOOD DOORS IN GYPSUM WALLBOARD PARTITIONS. 6. SPOIL AND BORROW MATERIALS 12. PROVIDE SILL SEALEF'. AND TERMITE SHIELD UNDER ALL 51LL PLATES AND ABOVE EXTERIOR FOUNDATION WALLS. 4. ALL FINI5HED WORK SHALL BE 5TRON6 AND#RIGID, NEAT IN APPEARANCE,5MAR1 , NVE AND FREE OF DEFECTS,WARP OR BUCKLE", .1 DISP05E OF U1,15AT15FAGTORY EXCAVATED MATERIAL AND SURPLUS SATISFACTORY MATERIAL,AWAY FROM THE SITE AT DISPOSAL 13.NO STRUCTURAL MEMBERS SHALL BE LE55 THAN B' ABOVE GRADE. MOLDED MEMBERS SHALL BE CLEAN CUT,STRAtGHT AND OF UNIFORM PROFILE THROUISA4OUT THEIR LENGTHS, AREA5 ARRANGED AND PAID FOR BY THE CONTRACTOR. KMW-AGTURED BY SIMP_5ON OR EQUAL. 5. JA118 DEPTHS, TRIM, PROFILE AND BACKBENDS SHALL BE AS BCHEDU.ED AND SHOWN ON THE DRAWINGS. ,2 OBTAIN MATERIAL REOURED FOR FILL OR EMBANKMENT IN EXCESS OF THAT PRODUCED WITHIN THE 6RADINCS LIMITS OF TWE NORK 6. ADJUST FRAMES TO PARTITIONS AND WALLS INHERE THEY OCCA R. FROM BORRON A'REA5. MILLWORK 1. EDS CLEAR.ANGE-S SHALL BE PROVIDED AS FOLLOWS: .3 COST FOR BORROW MATERIALS, INCLUDING ALL, WR1"11%COSTS SHALL BE INCLUDED IN THE WORK OF TH15 SECTION, .1 BETHTN DOORS AND FRAMES,AT HEAD AND JAM05 - I/8' DRAWN BY: 1. DO 140T PLACE, SPREAD,OR ROLL AND FILL MATERIAL DURING UNFAVORABLE WEATHER GONDITIONI5. DO NOT RESUME OPERATIONS 1. FURNISH! ALL MtLLWMK, TRIM, MOLDINSS AS REGIUIRED FOR THE COMPLETION OF 'THE WORK,AND IN ACCORDANCE WITH THE MATERIAL 2 AT DOOR BILLS: HI-ERIE NO THRESHOLD 15 USED - 315" MAXIMUM ABOVE FIN15HED FLOOR; RED A,q UNTIL M015TURIE CONTENT AND FILL DENSITY ARE SAT15FACTORY TO THE ARCHITECT. DESCRIPTIONS BELOW. WHERE THRESHOLD IS USED - 3/4' MAXIMUM ABOVE FIN194ED FLOOR. PS ��� C'yi S. PROVIDE BERMS OR CHANNELS TO PREVENT FLOODIN6 OF %VORADE. PROMPTLY REMOVE ALL WATER C-OLLECTIN5 IN DEPRESSIONS. 2. FURNISH ALL HARDWARE, FASTENERS,NAIL5. 5GREWB,ANGHOR5, SUPPORTS. ETC,"REOUI RED FOR THE INSTALLATION OF THE muimiORK. .3 BETWEEN MEETING ED6E5 OF PAIRS OF DOORS - 118'. q. WHERE SOIL HA5 BEEN 5)FTENED OR ERODE: BY FLOODING OR PLACEMENT DURIN6 UNFAVORABLE WEATHER,REMOVE ALL DAM ,CED 3. UNLESS NOTED ON THE DRAWINGS,ALL MOLDINGS SHALL BE FINSM JOINED,PAINTO ADE,NO. 2 COMMON PINE OR )^t2t11VALENT,AND AS NOTE: FINISHED FLOOR 15 DE=FINED AS THE TOP SURFACE OF THE FLOOR,EXCEPT WHEN RESILIENT TILE OR GAHZU�IET 15 U5ED,WHEN IT 15 CHECKED BY: AREAS AND RE-C.OMPAGT A5 SPECIFIED FOR FILL AND COMPACTION BELOW. FOLLOWS: THE TOP OF THE 5UBFLOOR, HHERE CARPET 15 MORE THAN 112" THICK, ALLOW 1/44 GL"EARANGE, �t 10. PROTECTION; : PROVIDE 112" x 3 1/2' WOOD TRIM AND MOLDINGS AT DOORS; - CLEAR MATERIAL .1 BARRI(APE OPEN HOLES AND DEPRESSIONS 0M R.RIN5 AS PART OF THE PORK. AND POST WARNING LIGHTS ON PROPERLY # PROVIDE 1' x 12' 5G UARE E=DGE, CLOSET SHELVING.VNLE55 NOTED OTHE-RW5E OM THE DRAWIW--&, RMC ADJACENT TO OR WITH PUBLIC AREAS. OPERATE WLARNING LIGHTS DURIW75 HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHER- * PROVIDE 1515" D. CLOSET POLE: � WISE REGIUIRED. FILE No. .2 PROTECT STRUCTURES,UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT,LATERAL MOVEMENT,WASHIOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS 5EGTION. FINISH CARPENTRY - 11. FILLING AND COMPAC,TION .1 REMOVE VEGETATION, DEBRIS,UNSATISFACTORY 501L MATE-RIAL5, 0155IF!U(TIONS,AND DELETIFRIOUS MATTER PRLM GROUND 51URFAGE 1. MPTALL ALL MILLWORK REWIRED,INCLU0IN6 BUT NOT LIMITED TO, ALL PCM MOLDIN65,CL05ET 5HELVIN9 AND POLE, KITCHEN PROJECT NO. DRAWING No. PRIOR TO PLACEMENT OF FILLS. PLOW, STRIP, OR BREAK UP SLOPED 5UIRFAGES STEEPER THAN ONE VERTICAL TO FOUR HORIZONTAL CABINETS,VANITIES,COL TERTOP5 ANt3 BACKSPLASHES. INSTALL ALL TOILET ACCESSORIES INIGLUDING BUT NOT LIMITED TO TOWEL 50 THAT FILL MATERIAL WILL BOND WITH EXISTINGS SURFACE. BARS,TOILET PAPER HOLDERS,AND MEDICINE CABINETS. .2 WHEN EXISTING GROUND SURFACE HAS A DENSITY LE55 THAN THE SPECIFIED HERE UNDER FOR THE PARTICULAR AREA.BREAK UP THE 2. DO NOT PERFORM ANY WORK UNTIL THE BUILDING I5 PROPERLY ENCLOSED AND ALL ROUGH CONSTRUCTION AND PATCHING, TILE WORK, GROUND SURFACE, PULVE-RIZE,M015THURE-C ONtDITION TO THE OPTIMUM MOISTURE C,ONTENr,AND WMPAGT TO°REOUIRED DEPTH AND ETC,, 15 COMPLETED AND AO.CEPTED BY THE OWER. DATE: A-603 PERCENTA6EE OF MAXIMUM DENSITY. 3. FIN15H WORK SHALL BE CONS11ZYSTED IN AC.COFRVA%E WITH DETAILS AND APPRO"vW SHOP DRAWINC5. ALL EXP05ED 51URFACE5 AND .3 AFTER 9BOR.ADE COMPAGTION HIA5 BEEN COMPLETED,SPREAD APPROVED FILL MATERIAL IN LAYERS NOT EXCEEDING EIGHT INCHES EC..k'7'ES SHALL BE FIN15HED SMOOTH AND BE FREE FROM MARKS,E3LEMISWS'OR DEFACEMENTS OF ANY KIND CAUSED BY WORKMAN- 15/04/2021 IN 1.1 WMPACTFD THICKNESS, WATER OR AERATE THE FILL MATERIAL A5 NECE55ARY,AND THOROL*HHLY MIX TO OBTAIN A MO115TURE SHIP OR MANIJFAGTURI R. CONTENT MICH WILL PERMIT PROPER COMPACTION. 4. ALL CLOSETS SHALL HAVE ONE 12' WIDE SHELF, INTEGRAL WITH HAN6149 ROD,FULL WIDTH OF CLOSET, AS INDICATED ON THE DRAWIN55. 5. ALL OTHER SHELVING SHALL BE OF 51ZF-5 AND IN C>I3ANTITIE5 IND".GATED ON THE MAKINGS. HAROW F100RIN LEC:TRIGAL PROJECT ENGINEER: I, PROVIDE AND INSTALL ALL FINISH HARDWARE IN AC .ORCIAN#GE WITH THE FOLLOWING AW AS INDICATED THE DORAWIINWG5. I. fNSTALL WOOD FLOORING 1N AGC,ORDANIGE WITH THE DETAILS A5 INDICATED Ctrl THE 171RAH45-56. I. ALL ELEGTREG WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELEGTRI(, CODE,THE NEW YORK STATE BOARD OF FIRE .I LOCKS SHALL MEET OR EXCEED THE PERFORMANCE REGlUERENIENTS FOR THE APPROPRIATE CYLINDER TYPES FtOI� IN THE LATEST 2. UNLET OTHC-RWISE 1NOfCATED ON THE ORAW1Nra5,OAK FLOORS SHALL BE 25/32'REDMI-1TE OAK,GRADE 'A",SELECT STRIP FLOORINS. UNRD£ TITERS AND ALL REQUIREMENTS OF LOCAL A6ENGIES RAVI'NO JLRI DICTION OVER THIS WORK. d� ��,,r; EDITION OF ANSI STANDARD A1565 FOR:AUXILIARY LOCKS AND ASSOCIATED PRODUGT5. 3. FLOORINIF SHALL BE BLIND NAILED,RAMIX" LENIGTH WITH 2 WASS OF POLYLIPETHANE SATIN FINISFE„B GOATS IN W&H TRA>✓FEG. .2. ALL MODIFICATIONS TO EXISTII7 ELEGTRIG 'SERVICE SHALL 60114FORM TO THE�REQUIREMENT5 OF THE: UTILITY COMPANY PROVIDING .SUCH ` - '1,1 �n .2 DOOR PENETRATtC3NI� ALL H1NGT10N5 WITHIN ANY t1t BADE AND SERIES, 01= LOCK SLIALL FIT A UNIFORM DOOR PREPARATION A5 4. INSTALL BUILD1Wa PAPER.OVER PLYWOOD SUBFLOOR PRIOR TO PLANK 1-45TALLATIOK SERVIGE. GONTRACTOtR SHALL OBTAIN AND PAY FOR ALL FEES REC AR.ED BY SAV UTILITY COMPANY, rCONTRAGTOR TO VERII�' THAT Civi/Engineering&Consfiucfion Managemenf SPECIFIED BY THE MANUFACTURER 5TRIKE5t 5TRIKE5 FOR GRAVE I AND 2 BORED, MORTISE AND NMMH STILE LOC..K5 SHALL FIT EXISTING ELECTRIC: 51'RVIGE IS SUFFICIENT TO HANDLE P!&V ADDITIONAL LOAf?S IZE+QUtRED BY THfS ICK. de Bruin Engineering, P.C. THE PREPARATION 5PEG1FIED IN AN51 AI155 AND AI15.13 AS APPLICABLE OR AS SPECIFIED. ALL OTHER STRIKES SHALL BE THE 3. FURNISH! AND INSTALL ELECTRIC D15TRIBUTIONI Wt' M AND BRANCH CIRGUIT5 ASRE601RED, FURNISH AND INSTALL DISTRIBUTKONI PANELS, 1400 Old Country Road-Suite 106 MANUFACTURER'5 STAFIIDARD. STRIKE5 FOR INSTALLATION IN ALL"141M MATERIAL SHALL HAVE 5/32"RAMS GORNER5. CJ ARPET 1'Jr NCH ' TRIM, ROSES,E5GIJTCHEON5, KNO85,LEVERS,CYLINDER 6UARD5 SHALL COVER ALL DOOR PREPARATION OPENII? BRANCH C:LRCUIT WIRING SHALL 8E A5 F01 D.OW^f5, Westbury-New York-11714 5 .3 .4 STRIKE BOXES SHALL 5E FURNISHED WITH DEAD BOLT AND LATCH STRIKES. 1. PROVIDE ANO INSTALL NEW C.ARPETINWG AT ALL AREAS AS INIAGATED ON THE DRAWINGS. STYLE,TYPE AND COLOR 13Y OWNER. LIEHTINIC7 I CONVENIENCE....,.....;_. ..W C4 ROMEX 516.513.1313 •516.579.2574 Fax kAROWARE PROVIDE CARPET UNDERLAYMENT AT ALL AREAS THERE 15 NEH CARPET TO 13E INSTALLED. KITCHEN APPLIAN!,ES............-..._.-... : 1210h�X H '- I .2 BY SPECIAL R CIRCUIT IN5 FOR I�EGE, H PROW APPLIAWGES SI" A5 5 OVENS AND CLOTHES DRYERS SHALL BE IN HIRE 'SIZED AS'REG�UIRED 1�°' It is a violation of Section 7209 of the INTERIOR DOOR L 1/2 PAIR BUTT HINC6E54. FU'RNL15H1 AND INSTALL DUPLEX RECEPt'ACLE5,5HTGHES,..UN16TION BOXES,AND OTTER DEVICE5 AS REQUIRED,AND AS FOLLOWS New York State Education Law for any I PREA55EMBLED PRIVACY' LOCK SET PAINTING " " person, unless he is acting under the I STOP,3 SILENCERS .1 DUPLEX RECEPTACLES SHALL 13E PLACED A MAXII�#H OF 12-O .APART ON ALL GGNTINJQU5,USABLE WALLS IN HABITABLE AREAS. I, ALL WORKMANSHIP M15T BE IN SM(T AC ORDANGE WITH THE PRINTED RECOMt IE1NDATIONS OF THE APPROVED PAINT MANUFACTURER AND .1 eRCUND FAULT INOIGATOR(&Fi) OUTLETS IN KITCHEN AW BATH ZOOM5 A5 VX-C JIRED BY THE NATIONAL ELEGTRlr. CODE. direction of a licensed professional POCKET DOOR 151N6LE POCKET DOOR-SET THE PAINTING C-OE5 OF THE PAINTING AND DEC;.ORATM?CONTRACTORS OF AM-RIGA. .2 SIDLE POLE LIC-44T 5WITGH SHALL BE IPf.AGED IN EACHi HABITA13LE SPACE. INCLUDING WALK-IN 61-05ET5, engineer, to alter any item on this EXTERIOR DOUR 11/2 PAIR SMHIt5E5 2. DELIVERPAINT5 TO THE BUILDING IN 09J64NAL CONTAINERS WITHEAL SS UN9ROEEN AM LASELS INTACT. DESTROY ALL ORIGINAL .2 ALL SWITGHES,'RECEPTAGLES AND PI-ATE-5 ALL BE DETERMINED BY OW^ R OR ARCHITECT AND SHALL 13E AS MAN UIFACTURRED BY drawing in any way. If the drawing is I PREAS5E MmBL� DEADBOLT LOGK5ET PACKACE5 AFTER THE CONTENTS HAVE BEEN REMOVED. IN NO CASE REFILL TIEM. LEVITON. ALL DEVICES SHALL BE IN MA9)FAGTWE15 STANDARD COLOR SELECTM5 AND BE SELECTED BY OWtEprofessional d R. a I t e under the direction engineer, the al I STOP,3 SILENCERS 3. MAINTAIN AOS IRE OF ROOM5 AT 50 F OR MORE DURING, INTERIOR PAINT145. 5. FURNISH ANI? INSTALL SMOKE.DETE-GTOMR5 AS BEMIRED BY ALL STATE AND LOCAL AUTHORITIES. I of a altering i n g t I WEATI TRIPPING t ALUMINUM SADDLE 4. MIX PAINT AND PAIN€TIN5 MATERIALS ONLY IN AREAS WITHIN THE BUILDING CC i6NATE17 BY THE CUI R 6. FIJRNISfM AtdC1 INSTALL LtfflTlt� FIXTIUF'.ES A5 DESCRIBED BELOW AW A5 INDGGATED ON THE DDRAWII�a. engineer shaII affix his seal t e t h e 5. STORE ALL PAINT, ENAMEL.,OIL.TUfRPENTII,E AND OTHER COMBUSTIBLE MATERIALS WITHIN THE EIUILDIN5 IN RECEPTAC.L IES PROVIDED WITH J RECESSED 'H1-HAT" LIF3HITINE SHALL BE H1 HC)U51N55 WITH 410 TRIM fRINi5 A$ MIANUFJ'+GTURED BY HAL 0,1DM51 ON Or WORAW EDISON. drawing with the notation "altered by" 3. ALL FINISH HARDWARE 5ML.L. BE MANUFACTURED BY BEST OR EQUAL AND SHALL BE IN FINISH AND STYLE SELECTED 13Y OWNER. TIENT COVERS EACH NIGHT OR AFTER EACH IAOP.K PERIOD. TI&ITLY CLOSE 5L r H-RECEPTACLES,REMOVE ALL OILY OR PAINT . FURNISH AND INSTALL 100 WATT, PAR,R40 INIGANDESCENtT L.AMI'S FOR EACH FIXTURE INSTALLED. followed a I t err ati y his signature, the date of , A. HARCMAiRE INSTALLATION SATURATED CLOTHS IDR WASTE Fid THE BUILDING AFTER EACH DAYS WORK PERIOD. DO NOT LEAVE AMT'' FLAMMABLE OR GOM TI BLE .2 L16HTTN6 FIXTU'RE.5 FOR WtALK-I�t CLOSETS AND STORAGE GL+�5ET5 51tALL 13E STAhC3ARFJ Ek1IL17ER5 INCAfi�DES( FIXTURE. a on a n d a specific descriptio n J ALL H gR "ARE SHALL 13E INSTALLED IN STRICT AGCOtRDA�NIGE WITH THE MANUFACTURER`S DIRECTIONS AIND IN GOMPLIAI�tGE WITH THE MATFRIAL VNENCL.OSED WHILE Ih151DE THE BIUILDING. KEEP 5UGH 5TOR SPACES NEAT AND GLEAN AND MAKE GOOD ALL DAMAGES 3 EXTERIOR, HALOGEN, BUILDING MOUNTEDL16HITINWC TO BE FURNISHED AND INSTALLED. TYPE AND MANUFACTIiRER BY OWLNL�2. PROVIDE of the alteration. MOTH TI IC IIAWkIARE 5C+*TULE. GAU5EO W THIS wMK TO SUCH 5TORA6E SPACES AND THEIR SURR{7U1491495. COVER FLOORS OF 5TOI2A6E SPACE WITH HEAVY AND INSTALL AN INTERIOR TIMER FOR THESE LI6HTINIC� UNITS. 2 ALL LOCKS AND BOLT'S SMALL ATE SMOOTHLY;ALL BOLT5 5HAL.L SIT EASILY; ALL KEYS SMALL TURN EASILY. GL.O5E'R AND BUILDING PAPER AND THEN HITH TARPAULINS. A BATHROOM TO 'KWE (I) NEAT LAMP AND 0) bO CFM EXHAL*T IFAN INSTAL LED TYPE RY i'WNER,LOCATION A.5 INDICATED ON THE HOLDERS SHALL BE P90PERLY ADJJ5TED TO OPERATE SMOOTHLY,TO FULLY CLOSE, TO PROPERLY STOP AND TO OPEN TO THE 6. PROTECT WORK FROM DAMAGE BY THE U5E OF DROP CLOTHS. RR1OVE PAINT5TA11 5 COMPLETELY FROM FINISHED WORK. DIRAWIN65, Mi9REE INDICATED. 1. DO NOT CHANGE OR THIN ANY MATERIALS IN ANY WAY EXCEPT A5 MAY BE MleATED ON THE MANUFAGTURER15 LABEL ON THE CONTAINER. 1. KRE AND CONNECT ALL EMPt-1ENT FURNISHED INGLUDINMG APPLIANCES. EXHA05T FANS, ETC. 3 FINI5H OF HARDWARE SHALL 13E CAREFULLY PtROTEGTED AFTER INSTALLATION. IMMEDIATELY PRIOR TO THE ONNER^5 ACCEPTANCE, ANY'REGMED THMIyNING OF PAINT MUST BE DONE IN L.LAWE WITH THE PRINTED IN5TRUGTION5 OF THE MAMJFAGTIJR£iR OF THE PAINT. $. PROVIDE CATV WtRIF AND RECEPTACLES A5 INDICATED ON TUE ORAWINIGS. RKH PROTECTION SHALL BE REMOVED AND THE HARDWIARE LEFT GLEAN AND FREE OF DAMA6E. 8. SURFACES TO BE PAINTED MUST BE CLEAN, MY AND FREE FROM DIRT AND FRD5T. COVER KNOTS AND PITCH STREAKS WITH!SHELLAC q. PROVIDE TELEPV01C WIRING AND REGEPTACLE5 A5 INDICATED ON THE ORAWIN 5. EXACT LOCATIONS AS PER OPMR5 IN5TRU11GT€"I . .4 HARDNARE WtTH DAMS Mi<CHANISM5 OR FINISH SHALL BE RJEPLAGED AT NO ADDITIONAL COST TO THE OWNIER. OR ARIE51N SEALER C.OMPAT113LE WITH FINISH SPEGIFIEp. ILL MAIL HOLES AND MINOR IMPERFECTIONS WTH PUTTY BETWEEN FIRST AND IO.PF20VIDE ALL CONTROL WIRING AND THNM05TAT5 FOR HVAC, EMIPMENT. LOCATION AS PER OYIfFMC-R`S INSTRUGTION5. 5FCOND GOAT. COLOR OF PUTTY TO MATCH 51AMP FSO K, q. COVERINIC MUST BE COMPLETE. WHEN GOLOP,STAIIJ DIRT OF UNIOERWATS SHOW TF41.1611 THE FINAL GOAT OF PAINT,THEN WORK SHALL 1.2. PROVIDE OKNfA WITH GEATIFIGATE OF APPROVAL FR6M THE MEN YOPK STATE HOARD OF FIRE LWEPIQTERS OPON C.OMIPLETION!OF 13E COVERED BY ADDITIONAL GOAT5 UNTIL THE PAINT 15 OF UNIFORM COLOR AND APPEARANCE AND COVERAGE 15 COMPLETE. THE ELECTRIC WORK: EYPaH WALL WARD tO.&ENERAL .1 ACCESS DOORS, IRECISTER5, PIPES, VXTS,GOM/E6TOR5, AND RECESS LININGS,UNLESS OTHERWISE INDIGAT`E17', MAT BE PAINTED THE 1- ALL 6YP5U`M BOARD FOR INTPRIOR WALLS TO BE 518" THICK x 48" .WIDE x MAXIMUM LENGTHS P05SIBLE TO MINIMIZE BUTT JOINTS, SAME AS THE ADJOINING HALLS: MIaGELLAN EXCEPT USE 5/5" TYPE ")(* IN LOCATIONS AS INDICATED ON THE DRAMIN55, 6YPSUM BOARD SHALL CONFORM TO A5TM G36. .2 DOORS IN AROOM MUST BE PAINTED ONE COLOR, TRIM AND WALLS MUST BE THE SAME VNLE55 SPECIFICALLY"REMREO OTHERWISE. 2. ALL GYPSUM WALL BOA-go SHALL BE GUT BY 5GOIRI%AND BPEAKI , OR BY SAWIN�S, WORKING FROM THE FACE SIDE. WHEN GUC GUTTING PRIME OATED BUFFS AND IOC CLOSERS MUST BE PAINTED TO MATCH THE DOOR TO MCH THEY ARE ATTACHED. 1. ALL MATERIALS, METHOD5 OF C CW-;V GTION,EQUIPMENT AND A%EMBLIIES- USED SHALL CONFORM TO THE R'-C�l1LATION5 OF THE NYS REVISIONS DATE BY SCARING,GUT THE FACE PAPER WITH A SHARP KNIFE OR OTHER SUITABLE TOOL. BREAK THE GYPSUM BOARD IN THE'REVERSE .3 ALL SURFACES INSIDE GL O5ET5 THROU6HOUIT MU5T BE PAIWED THE SAME A5 VZOM IN WH1GH THEY OCCUR. Bt111-0I45 CODE APPLICABLE TO ONE AID TWIG FAMILY OWELLIN,IGS AND TO C-ENERALLY ACCEPTED STANDARDS OF CON51RUcTION. DIRECTION,OR GUT THE BACK.PAPER. .4 PAINTING MUST INCLUDE-RETURNS, HAUNCHES,SOFFITS,ETC MICH FORM A PART OF ADJACENT 511RFAC.E, 2. INTERIOR,FINISHES TO BE CLASS *r,"OR BETTER. 5, SMOOTH GUT E06E5 AND ENDS OF THE GYPSUM I30ARtD WIHERE NEGE55ARY TO OBTAIN NEAT JOINTIha WHEN MN5TALLED. SCORE HOLES 5 HARDIAARE,AGGE55ORIES,FIXTURES AND 51MILAtR ITEMS PLACED PRIOR TO PAINTING MU5T BE PROTECTED. 3. FLAMMABLE MATIERIAL SHALL NOT 13E PERMITTED AS IN5ULATON IN CONGEALED SPACE5. FOR PIPES,FIXTURES,OR OTHER SMALL OPENIN95 ON THE BACK AND THE FACE IN OUTLINE BEFORE REMOVAL OR GUT OUT WITH A SM 11. ALLOW PAINT TO DRY HHAPD BETWEEN.COATS. 4, AIRCALHEK ARCHITECTS, PG 50ALL MAKE PERI"r, IN'SPEGTI0115 TO DETERMINE THAT ALL WIORK 15 IN COMPLIANCE NTH THE 4. BOARDS SHALL Be OF MAXIMUM PRACTtG.AL LENSTH 50 THAT AN A55OI.IME MJNIMJMI W43ER OF END ,JOINTS OCCUR. FIT ENDS CLOSELY, 12.THE 501EDULE L15TED BELOW 15 A GENERAL PAINTM ANO FINISHING &JtCC-. THIS SCHEDULE L5 TO I3E SUPMEMENTED BY THE DR AWIHOS, CIONSTMTION DODUMENT5, BUT NOT FORGED TCO6ETHIER. FINISH SCHEDULES ANR7 TWSE 5PEGIFJ6ATION5. 5. CONTRACTOR I5 TO 5LUE3MIT BAR CHART WITH BID. THE CHART MUST REFLECT STA5E5 AND PHA51W-7 FOR TH15 PROJI=GT COMPLETE WITH 5, APPLY y+lALLBOARD FIRST (WHERE APPLICABLE) TO C.EILIN65 ATRIC7HT ANOLE5 TO F=RAMINC5 MEMBERS, THEN TO WALLS. WHERE 13.5614EV ULE FOR INTERIOR SU00CA S: VE61WNG AND COMPLETION DATES. WALLBOARD MEET5 PROJEGTM SURFACES,SCRIBE AND GUT NEATLY. .I GYPSUM POA;V WALLS AND CV65 NOT REGEtVINO GOAT - PRIME EALER 6. Lit AWARD OF 510,CONTRACTOR IS TO PREPARE AND SU541T HIS CONTRACT AS AIA DOCUMENT AIOI STANDARD FORM OF A6EEMENT 6. HOLD GYPSUM WIALLBOARD FIRMa.Y IN CONTACT WITH THE FRAMING MEMBERS WHILE FA5TENEdR6 ARE BEING DRIVEN. FA5TENIW SHALL 2V COAT - A(IZYLIG LATEX/FLAT BETWEEN OWER AND CONTRACTOR (11157 EDITION) FOR OMER5 REVIEW, PROCEED FROM CENTER POTION OF THE WALLBOARD TOWARD THE ED5E5 AND ENDS. DRIVE NAILS AND/OR SCREWS TO PROVJDE ,2 6YMM WALLS RECEIVING WALL GC3VERIMC�S_.._........:..»._...... ». . .... .».:_,.....IET COAT - PRIMERJ5EALER HEAD PENETRATION JJ5T BELOW THE 6YP5UM BOAf2D .>URFACE WITHOUT 19REREAKIN D THE SURFACE PAPER OF THE GYPSUM 130ARD OR ,3 WOOD TRIM, WOOD DOORS AND OTH92 GOAT - PRIMEF`'/ EALL:R STRIPPING THE FRAMIING W-MBER AROUND THE SCREW'SHANK. ALL. IMPROPERLY DRIVEN! FASTENERS SHALL BE'REMOVED. V GOAT - ALKYD ENAMEL 1. ALL LENDS AND E06E5 OF eYPSUM BOARD SHALL 06OR OVER FRA.MIIN6 MEMBERS OR OTHER SOLID BACKING, EXCEPT WHERE TREATED SEMI-cSL055 JOINTS OCUX Al VI&HT ANC7LM TO rRA-1940 OR FLRPIN&MCM(31R�. END .J01114T'5 SHALL BE STA&SeREIO AND JOINT5 CH OPPOSITE 14. AT THE COMPLETION OF ALL W RX TOUGH!UP THIE PAINT PMK;RESiTORF SAMF WHERE DAMA6ED OR DEFA6EV AND LEAVE THE ENTIRE 51DE5 OF PARTITION SHALL BE ARRANGED TO OCCUR ON ALTERNATE FRAMING MvEhBER5. WORK FREE FROM BLEMISHES. GLEAN ALL PAINT SPOTS,OIL AND STAIN FROM FLOORS,+6LAS5,KWMMZ METAL P40RK AND 51MILAR ISSUED TO: 8. FA5TENER SPACIi`aEs SHALL BE. ITEMS UPON COMPLETION,LEAVIN&WORK IN PERFECT CONDITION. .1 166 STUD SPACING. ib" ON CENTER ALON5 EDGGE5 AND ON 5TUD5,U_9NG I`,TYPE 'S' SO ZEWM5; �2 24' STUD SPACM: 12' ON CENTER ALON5 R)GE5 AND 014 51t*5,L151N G I", TYPE `5" 5CREW5. TOWN OF SOUTHOLD PLANNING 4-1-22 q. PROTECT EXTERNAL CORNERS OF GYPSUM WARD 'WITH A METAL BEAD ATTACHED TO SUPPORTING CON5TFMTION WITH FASTENERS FI1a15FE5 SPACED AT 6" ON CENTER. CORNER BEADS MAY ALSO BE ATTACHED WITH A GRIMPIN5 TOOL. CONTRACTORS FOR MEETING 1 1-11-23 IO. FINISHINWC GYP BOAIRO 1, UItLESS OTHEIW15E NOTED.ON THE DRAWINGS, THE OW!E-R SHALL PROVIDE THE FOLLOH145 FH94E5, .I 6YPSUIm KALL130ARV SHALL BE FINISHED 1r'IIT" MATERIALSRECOMMENDED BY THE GYP-" BOARD MANUFACTURERS OR TH05E j GA#RPETIN6 AND PADDING; TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 MATERIALS WHICH GI'HFORM TO ASTM 6415. NO FIN15HIMS OPEIRATIONS SHAD BE COMMENCED UNTIL INTERIOR TEMFERATUIRE HAS ,2 HALL C47VERIM65. 13EEN1 MAINTAINED AT A MINIMUM OF 50 F FORA PERM OF 48 IOUR5 AND THEREAFTER UNTIL THE:COMPOUNDS ARE COMPLETELY DRIED. ADEQUATE AND CONTINUOUS VENTILATION.SHALL M PROVIDED TO EWARE PROPER DRYING,SETTING OR(UTTINS OR THE TAPING AND FIN15HiN 6 COMPOUND. FURNI5HIW65 AND ECKJ1U PMENT .2 -REMOVE AND KEEP GYPSUM WALLBOARD FREE OF C) RT,OIL OR OTHER MATTER THAT GOULD CAUSE A LACK OF BOND. 3. BRING ALL DENT'S d 60)5,E5 TO A SMOOTH LEVEL PLANE OF THE BOARD SURFACE. SET THE MIECHANIGAL FASTENERS BELOW THE I. UNLESS OTHERHISE NOTED ON THE LOR4YdIN65, TFIE OWNEIR SHALL FURNISH TO THE C.ONTRA(T6R.FOR INSTALLATION FOR THE FOLLOWING PLANE OF THE BOARD. ALL JOINT'S SHALL BE EVEN. KEEP BOARD TIEW AGA46T THE FRAMING MEMBERS. EGUIPMENMT AN0/OR FtURNISHIN65t .4. APPLY THE TAPE PROPERLY EITHER 13Y APPLYING C:OMPOV0 TO THE JOINT(BUTTERING), IN THE TAPE AND WIP1N6 OFF THE .I BATHROOM VANITIES AND TCOP5; MESS C x rf- tVt:D,OR BY MEGH{A.NIGAL TOOLS DE56tED FOR THIS PROCESS, TAKING CARE TO LEAVE 5UFFIGtENT COMPOUND VVER .2 TOILET AGGESSORIES. THE TAPE TO PROVIDE A PROPER BOND OF THE TAPE TO THE BOARD. 2. CONTRACTOR TO PROVIDE AND INSTALL WALL MIRRORS A5 DESCRIBED ON THE DRAWHW-6. 5 APPLY THE SECOtV GOAT WITH TOOLS OF SUFFICIENT WIDTH TO EXTEND BEYOND THE JOINT CENTER APP90 4MATELY 36. ORM THE COMPOUND DOM1^tF# TO A SMOOTH EVEN PLANE. AFTER DRYI4. 5 OR SETTING,SAND THE TREATED SURFACE AS NEEDED TO ELIMINATE ANY HIGH SPOTS OR EXC�E%IVE COMPOM. b ORYINIG GOMPOUN05 MUST BE ALLOWED TO DRY THORO UGLY MTPEEN SU66ESS11 GOATS BEFORE SANM AND TF1!: APPL IGATION QLD OF THE NEXT GOAT. 7 Ai�f'1.Y THE THIRD GOAT WITH TOOLS THAT PERMIT THE FE OF JOINT TflEA+TMIENT EDGFS APPROXIMATELY&' FROM THE I, FURNISH AH8] PLACE ALL ABOVE 6ROUPC� PIPING FOR COMPLETE SANITARY COLLECTION yYSTEM, CENTER OF THE JOINT. AFTER DRYING, LIGHTLY 5AW THE FINAL GOAT TO LEAVE A SMOOTH SURFACE COVNING OF THE..JOINT, DO 2. F ORN*44 AND INSTALL COMPLETE DOMESTIC WATER 015ME3UTION PIPM TAKEN FROM EXI5TI% WATER SERVICE MAIN( R TAPPED INTO NOT RAt5E THE NAP OF THE PAPER WHEN SANDIN9. EXI5TING PISTRI13 UTION PIPING. I A C VE--9 ALL FASTFNM HFA05 WITH THREE 9UGGE5GIVE COATS EACH APPLIED IN A DIFFERENT 0 RECTION. 3. FURN154 AND INSTALL NEW PLLMf3tN6 FIXTURE-5 A140 FIXTURE TRIM AS It• rATE2 ON THE OIRAWINC75. P BACKFILL ALL GUT-O)T5 WITH COMPOUND USED FOR TAPING OR FINISHING 50 THAT THERE 15 NO OPENING LARSER THAT 114` 13ETHEEN 4. INyTALL ANV GC?NNECrT 'NEW APPUANGE5 RMIRIM5 PLI1M13It^K'i WNW6TICOM. THE 6YF'a1M WARD OV A FIXTURE OR RECEPTOR. 5. COORDINATE ALL CONGEALED PIPING, W_RRRRT5,SLEEVES, ANC. RS.HOAND OTHER OR EMBEDDED ITEMS.50 THAT THIS WORK 15 PRCORMY .10 FINISI4 THE CORNER BEAD WITH %t6E551VE COATS OF JOINT COMPOUND AS DItREGTED BY THE MANUFACTURER,SO AS.TO MAKE THE COMPLETED BEFORE CONIGRETE OR PARTITION5 ARE PLACED. PROJECT: CORNER SEA05 FLUSH WITH THE: BOARD SURFACE. 6, OBTAIN AND SEI'ME ALL APPLICATION5 FOR SERACE5.PERMIT'S AND FEES RFREC�IUI'RED. I .It TAKE CARE AS TO ERSURE THAT ALL TOOLS ANDGONTAINER5 ARE KEPT GLEAN AND FREE FROM FOREIGN MATERIALS, v�E ONLY ,. PIPIN6= FIRST UNIVERSALIST POTABLE WATER FOR MIXING POWDER GOMPp[.IC.5 OR TCO THINK'PFZERXED MATERIALS. DO NOT ALLOW COMP M05 TO.BREEZE. J BELOW GRADE DOMESTIC WATER PIPINS SHALL BE TYPE K'COPPER,50FT; 11, PROVIDE WAITER JRE515TAW 5HEETROGK AT ALL WALL SURFACES AT THE NEW BATHROOM 5. PROVIDE 'WONDIER BOARD* KATERPROOF .2 ABOVE GRADE DOMESTIC WATER PIPING SHALL BE TYPE L HARD GRAM SEWLESS COPPER 7otN6; CHURCH OF SHEETtROCK AT THE 5t�01�R AREAS. 3 BELOH GRADE 5ANITARY PI P1N6 SHALL BESEfRVIGE WE1614TT CAST IRON; SOUTHOLD .4 ABOVE ORADE SANITARY WASTE AND VENT PIPING SHALL BE SERVICE PEICHT CAST IRON PIPE CONFOtRM€NU TO ASTM. A74. 5 BELCH-GRADE 6A5 PIPINIC-j SMALL BE SCHEDULE bO STEN PIPING GCONIFCORKN5 TO ASTM A53; TIL>`. F r R AIS WALL b ABOVE EVADE GAS PIPING,5HALL BE 50HEOULE 40 STEEL PIPIN5 6ONFORMINt6 TO ASTM A53. 51970 MAIN RD, NOTE,I IN ADDITION TO THE AWVE REa11REMENIT5, ALL SAS PIPIN a SHALL COWORM T© THE REWfREMENr5 OF THE LOCAL UTILITY SOUTHOLD, NY 11971 I. INSTALL ALL TILE WORK IN ACCORDAWE WITH THE RECO"IMATION5 OF THE TILE C:OL"CIL OF AMERICA. COMPANY FIRNISHIN5 THE 6A5. 2. LAYOUT OF TILE 8. FIXTURES AND TRIM .1 DETERMINE THE LOCATION OF ALL MOVEMENT JOINTS PRIOR TO THE START OF THE INSTALLATION. .I UNLESS NOTED ON THE 1DRAKW-Yo,PL"IM5 FIXTURES SHALL 13E AS M.ANUFAC:TURED BY KOHLEHR, OR, EQUIVALENT. PLUMBINO DRAWING TITLE: .Z LAY OUT ALL TILE H;RK 50 AS TO MINIMIZE G1.ITTING TILE. LE-56 THAN ONE HALF TILE IN SqE. FIXTURES TO BE 5ELECTED BY OlmI ER. .3 LAY OUT ALL WAINt56OT5 TO THE NEXT FULL TILE BEYOND ACTUAL DIMEN51ON A5 INDICATED ON THE D12AKIW-75. .2 TRIM FOR PLUMBING-FIXTURES SHALL BE A5 MANUFAG.TURED BY MOENI, DELA OR E-01AVALJENT. A ALIGN ALL WALL JO19T5 TO G1VE STRAIGHT AND UNIFORM 6ROLfT LINES, PLUMS AND LEVEL. .3 PLUMBING FIXTURE COLORS AND TRIM FENISHE5 SHALL BE SELECTED BY THE ORCR FROM MIAN uFAGTLRER"5 STANDARD COLOR5 AND S ALIGN ALL FLOOR JJINT5 TO MILRE STF A16W AND UNIFORM 6ROI.Er LINES;PARALLEL WITH WALLS.. WHEN U51N5 TILE SHEETS,MAKE FIN15HE5. SPECIFICATIONS 2 JOINTS DETWEEN EACH SHEET SAME AS JOINTS WITHIN THE1E SET5,50 EXTENT OF EACH SHEET 15 NOT VISIBLE IN FINISHED WORK. q. ALL PLUMBING FIXTURES 50ALL BE INDIVIDUALLY TRAPPED AND VENTED AS-"REQUIRED BY ALL APPLICABLE CODE-5. CAST tRON PIPE ,6 AL11614 ALL BASE JC71NT'5 WITH BOTH FLOOR TILE AN9 WALL TILE JOINTS. SHALL CONFORM WITH LOCAL WOE#2b(2 9EMIENT5,WITH APPROVED J9ENT5,PIPE SUPPORTS AND GLEANQUTS. 3. ALL EAV550 E06E5 OF TILE SHALL BE SMOOTHED ANO BE WRE GUT TILE EDGES ARE CLEAN BEFORE INSTAL.LIN5. 10. F N15H ALL MM AND LABOR NECESSARY FOP,THE TE5TS REO UNW BY THE LO(AL AUTHC?RITY A140 THE ADMINISTRATIVE ALUT11,I0I7ITY 4. FIT TILE CAREFULLY AGAINST TRIM, AL-5O AROUND PIPES,ELECTRIC, BOXES AND OTHER BUILT-IN FIXTLRRES SO THAT E5GUTCHIEON5,PLATES HAVING JURISDICTION OVER PLLAh IN55 WORK. GCONC-4 ALE) H ORK SHALL i EMAIN LINCOVERIEP UNTIL ALL REQUVED TESTS HAVE BEEN AND WLLARS WILL G PLETELY OVERLAP CUT ED6E5. C,OMFU-TED;BUT IF NECESSARY, TESTS ON PORTION5 OF THE WORK MAY BE MADE AND THESE PORTIONS OF THE WORK MAY 8E MADE 5. WEEN USING TILE SHEETS,MINIMIZE TEARM SHEET5 APART BY MILL145 PIPE WEOLES HITH A HOLE SAW. AND THESE PORTIONS or THE PMK MAY BE CONGEALED AFTER BEING PR01,W SATISFACTORY. ALL TE5T5 SHALL BE MADE IN THE b. SUPPLY FIRST CLASS W1ORKMAN5HIP IN ALL. TILE WORK. PRESENCE OF REPRIESENTATIVE5 OF THE LOCAL AUTFKOP M -REPAIRS OF DEFECTS THAT ARE DISCOVERED AS A'RESULT OF SCALE: g 1. ALL PRODUCTS USED OLERIW--7 THE INSTALLATION OF THIS NORK SHALL BE IN STRICT AGCOTRDA.NGE WITH THE MANUFAGTURI°R5 CURRENT I45PEGTIONt5 OR TESTS SHALL 13E MADE HITH NEW MATERIALS+. CAULKINiG OF 5GREi^ICD JOINTS,CRACKS. OR HOLES V&L NOT BE PRINTED INt5T1?MTIGN5, ArrFPTED. TESTS SHALL BE REPEATED AFTER.DEFECTS WAVE BUN ELIMIRATED. D. SETTING BEDS: 11. PIPING SHALL BE INSTALLED To ALLOW FOR EXPAN90N AND CONTRACTION WITHOUT LM�DEIE STRAINMS OR 5TRE55E5 ON PIFs, '"NJ5;ANp I USE THIN SET ORGANC:AV EStVE METHOD FOR TILE ON 6YF'r.�UM WIALLBOAfRD. CONFORM TO AlSI AMA. CONNECTED EWPMENT. ALLOW CLEARANCES FOR THE 1N5TALLATION OF IISI,JL.ATICON AND AC E-55 Fog:VALVE-5 AND FITTIN65& PROVIDE ;2 U5E DRY SET MORTAR METKV FOR INSTALLING TILE D[MENS€OVALLY STABLE COW-RETE. CONFORM TO ANSI A1055. NAILING 5HIELV5 AROUND ALL PIPING PA551% THROU6H HOOD STUD PAFRTITK . 'g. 'FILE 5ET WITH ADHE5IVEs 12; NO 5TIRVGTURAL MEMBER 5HAL.L BE WEAKENED OR IMPAIRED HY GUTTING OUT'NOTCHING. � .1 URFAGIE5 M IJ5T BE STRAIGHT ANO LEVEL AND IN PROPER WNDITION To RECEIVE TILE. 13.PROTECT ALL PIPING PAS51N O THROUGH U H WALLS FROM EIREAKA&E BY PROVIDIN6 PIPE SLIEEVES. WHERE 61N OMS OR OTHER.CORROSIVE ,2 .50READ ADHE5€VE WITH 1/16' 'V" NOTCHED TRAI^EL.LEAVING NO LARGE DEP051T5. CHECK G4VERA6E OF ADHE51VE TO TILE 'BEFORE MATERIAL 15 ENCOUNTERED UNTERED 1N EXCAVATION OF PIPE TRENCHES,ALL FERR011)' PIPING SHALL BE PROTEGTEV WITH A HEAVY GOAT OF DRAWN BY: STARTING TO INSTALL TILE. APPLY ADFE51VE ONLY TO AREA5 AS GAN BE COVERED WITHIN TNI: OPEN TIME OF THE ADHESIVE. SET GOAL TAR ENAMEL. i' TILES WITHOUT SLIDING-. TAP TILE TO ASSURE CONTACT NTH ADHESIVE. 14, UPON GOW'LETION OF THE WATERER DISTRIBUTION SYSTEM,TEST ALL VALVES TO INSUED ARE THEIR FULL OPENING AND FLU5H OUT THE SYSTEM PS �`� RO'ti 10, TILE SET WITH DRY SET MORTAR: PP OGRE551VELY BY OPENIN&BUILDING OUTLETS AND PERMITTtN5 THE FLOW TO CONTINUE FROM EACH UNTIL THE WATER iRl.tFt5 CLEAR.. .I SET FLOOR TILE IN DRY-5ET M'LC�'TAR PLACW IN ONE LAYER APPROXIMATELY.3/32"THICK. DURING 5U,< H FLlUSHiNG OPERATION, THE LOCAL AUTHORITY MAY TEST THE FLONt FROM OUTLET'5,AND BEFORE FINAL ACCEPTANCE OF .2 DRY-SET MORTAR SHALL BE A MIXTURZ OF TORT-AND CEMENT,WITH SAND ANID ADDITIVES II�'A1zTING WATER RETENTIVITY. THE HORK,MAKE FURTHER TESTS OF OUTLET FLOW15 TO ASGERTAIFt IF THE LINES ARE:CLEAR. CHECKED BY: � 3 (OIROUr FLOG W"SAND-PORTLAND ANIO GEMENT SROIUT,COLOR SELECTED 13Y OWbtER., 15.AT THE TIME OF FINAL IN5PEGTION OF THE PIORK PIEFFORMED UNDER THI5 GOM`RAGT, THE UTILITIES COVERED BY THIS SECTION SHALL BE RMC � 11, TILE SET NTH GEMENT MORTAR: COMPLETE IN EVERY RESPECT AND IN PERFECT OPERATING CONDITION_ ALL 9URPLU'5 MATERIALS OF EVERY CHARACTERRE5ULTING .1 MORTAR DED SHALL BE SET ON A 4 MIL POLYEIHYL.ENE GLEAVA6E MEMI3R,ANE. MOIRTAq SHALL BE COMPOSED OF I PART PORTLAND FROM T14E HOW IN THIS SECTION SHALL HAVE BEEN V114OVED. SANITARY 5EIER5 94ALL BE FREE MOM SAND,SILT,OR OTHER � GEMENT AND b PART5 DAME"SAND BY VOLUME AND BY I 1/4' 1N NOMINAL THICKM55. OBSTRUCTIONS. ANY DEFECTS DISGOVEME0 IN THE !UTILITIES 5LMEGMNT TO THIS INSPEGTICON SHALL HAVE BEEN CORRECTED. FILE N0. 2 REINFORCE MORTAR MD WITH 2" x 2' x 16116 6AU6E WEDDED KRE MESH. - - 3 SET TILE IN DRY-5ET MORTAR BOND COAT ON CURED MORTAR VED. A GROUT FLOORS WITH SAND-PORTLAND GEMIENT eROUT, COLOR SELECTED 8Y THE ONNEnR. HEATENS ANE) AIR GO1Q_IjjQNININ38 12.SET MARBLE SADDLES IN DRY-SET MORTAR AS SPECIFIED A50VE WHERE ADJACENT FLOOR TILE 15'SET IN DRY-SET MORTAIR,;AND SET PROJECT NO. DRAWING No. 5ADOLE5 WITH ADHESIVE A5 SPECIFIED ABOVE WHERE ADJACENIT FLOOR TILE E5 SET WITH ADHE5tVE. J. EXISTING HEATIN5 SYSTEM TO BE EXTENDED TO NEW AREAS. 13,6ROUTIN67 AND CLEANING: 2. MECHANICAL CONTRACTOR 15 TO SURVEY ALL EXISTING CONDITIONS. MERAL CONTRACTOR SHALL COORDINATE THE OTHER TRADES J FOLLOW C-PZUT MANIIFAGTUREW5 CURRENT PRINTED iN5T1 lUGT0145. WITH THE MECHANICAL CONTRACTOR. ;2 REMOVE ALL GROUT HAZE AND OBSERVE GROUT MAHFAGTUfRER'S MREGOMMENDATION5 AS TO THE USE OF ACID AND CHEMICAL 3. HEATIN a UNIT 15 To MAINTAIN INDOOR TEMPERATUFE OF 10"F ,WHEN OUTSIDE TEMPERATURE 15 OOF POT14 A WENS? OF L5 MPH. MAINTAIN T5°F R A-604 GLF HERS. 'INDOOR ATEMPERATURE WHEN TR N OUTSIDE A15115'F. M-40E HUM€ NIIO DITY�LEVEL ACCX WANGE WITH ASfPIA STAAIRD5 WHEN OUTSIDE DATE. 3 RI[W5F TILE WORK THOROUGHLY WITH GLEAN WATER BEFORE AND AFTER L15E OF CHEMICAL CLEANERS. H UMIVITY 15 45%TRH. 15/04/2021 4. GONITRAGTOR TO VERIFY THAT THE EXISTING HOT WAtER HEATER 15 CA0ABLEOF HANDLING THE ADDITIONAL LOADS REG MED IN THUS WORK. Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018,Page 149) Number of Number of Foundation Notes: Framing Notes: Joint Description Common Nails Box Nails Nail Spacing ROOF NAILING The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter the Engineer prior to construction. the Engineer prior to construction. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 1. All concrete 3,500 psi after 28 days minimum. Wood Framing Ceiling Joist to Parallel Rafter(Face-nailed) 5- 16d 5-16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5- 16d 5-16d each lap 2. All rebar ASTM A-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d each end 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a Fb=825 psi Rim Board to Rafter End Nailed WALL FRAMING 2-16d 3-16d each end minimum of 3'below grade unless indicated otherwise. Fv=95 psi Fc perp=625 psi Top Plate to Top Plate(Face-nailed) 2-16d (1) 2-16d(1) per foot 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top E= 1,600,000 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side of the foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3" Stud to Stud(Face-nailed) 2-16d 2-16d 24"o•c. below the bottom of the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: Header to Header(Face-nailed) 16d 16d 16"o.c.along edges 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb=2,900 psi Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Fv-290 psi 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Fc psi psi installation perp of sleeves and other penetrations prior to pouring concrete. E- erp2,000,000 psi Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. 3. All Laminated Structural Lumber is to have the following minimum specifications: FLOOR FRAMING Unacceplable soil is soil containing clay and/or organic material. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4- 10d per joist Fb=2,800 psi Bridging to Joist Toe-nailed 2-8d 2-10d each end 8. Install isaation joints along foundation walls and at column and other floor penetrations. 9 9 ( ) Fv=290 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Fc perp=740 psi Blockingto Sill or To Plate Toe-nailed 3- 16d 4-16d each block 9. Installed contraction joints in the cellar floor slab every 18'minimum. P ( ) E=2,100,000 psi Ledger Strip to Beam(Face-nailed) 3- 16d 4-16d each joist Joist on Ledger to Beam Toe-nailed 3-8d 3- 10d per joist 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. LEGEND: g ( ) P � 4. All treated lumber is to be No, 2 or better Southern Yellow Pine with the following minimum specifications: Band Joist to Joist(End-nailed) 3-16d 4-16tl per joist Band Joist to Sill t Top Plate(Toe-nailed) 2-16d (1) 3 16d (1) per foot 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95%of maximum dry density. Fb=975 psi 1. PA=POST ABOVE ROOF SHEATHING Fv=175 psi Structural Panels 8d 10d (Detail sheet S-4) Slab Site Preparation Fc perp=565 psi 2. APB =ANTHONY POWER BEAM E= 1,600,000 psi *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of 3• LVL=LAMINATED VENEER LUMBER the slab elevation shown on the Architectural drawings. 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance CEILING SHEATHING with the manufacturer's specifications. 4. L.B. =LOAD BEARING WALL Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field *The areas whe-e the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer is to be notified ii unacceptable soils are encountered during excavation and if Proof Rolling produces results that 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash 5. WINDOW AND DOOR HEADERS TO BE(2)2X10 WALL SHEATHING exceed ACI stanlards. blocking and web stiffeners at bearing points on girders and other load bearing areas. HEADERS WITH (2)2X STUD POST UNLESS Structural Panels 8d 10d 6"edge 112"field, OTHERWISE SPECIFIED ON THE PLANS. *The excavated areas along the stem walls and footings are to be back filled with clean material and 7. First floor joists and second floorjoists to be TJI 560 11 7/8 and are to be installed in accordance with the Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field mechanically compacted with clean fill in 6 inch lifts. Each layer is to be compacted to 98%modified proctor. manufacturer's specifications. 6. ALL POSTS TO BE(2)2X STUD POSTS UNLESS OTHERWISE SPECIFIED ON THE PLANS. FLOOR SHEATHING *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain 8. All straps,connectors, plates, bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, Structural Panels stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing a strap etc.on these drawings are made by Simpson unless indicated otherwise,All connectors,straps etc.are 7. LOAD BEARING WALL [ 1"or less 8d 10d 6"edge/12"field No. 100 sieve but not containing silt,or organic material is recommended. to be nailed/bolted in accordance with the manufacturer's specifications. (1) Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. Alternate nailing schedules shall Slab Notes: 9. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. be used where wall sheathing nailing is reduced. For example, if wall sheathing is nailed3 inches on-center at the panel edge Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall *Isolation joints are to be installed between the slab and the walls. Use preformed joint filler that is to be cutY2 be used to maintain load path. inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. 10. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be per the nailing schedule on this sheet. reduced to 1 -16d nail per foot. *Contraction joints are to be installed as shown in the drawings and are to be the thickness of the slab but not less than 1 inch deep. 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by 12. Double joists are to be installed below parallel walls. precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. 13. Blocking is to be installed at all point load bearing points. 14, Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise. 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Design Loads: Steel, -Roof-Live Load-30 psf Based on ASCE-7 and 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Pg=25 psf per Figure R301.2(5) -Dead Load-15 psf -Attic Floor -Live Load -20 psf -Dead Load-15 psf SIMPSON BEAM HANGER SCHEDULE _1st Floor _Live Load -loo psf BEAM TO WOOD HANGER -Dead Load-20 psf 31/2"X 117/8"APB U410 -Wind Loads-130 mph-ASCE-7 51/2"X 117/8"APB HHUS 5.50/10 qh=26.9 psf(Exposure B)Roof C&C Loads: 7"X 117/8"APB HGUS 7.25/12 -30.1 psf(Zone 1) _r -35.5 psf(Zone 2) BEAM TO STEEL BEAM HANGER -35.5 psf(Zone 3) 31/2"X 117/8"APB GLTV 3.511 Wall C&C Loads: -33.0 psf(Zone 4) 51/2"X 117/8"APB HGLTV 5.511 -39.7 psf(Zone 5) 7"X 117/8"APB HGLTV 411.88-2 Soil bearing capacity-2,000 psf JOIST/RAFTER TO WOOD HANGER THIS BUILDING IS DESIGNED AS AN ENCLOSED TJI 560 11 7/8" IUS 3.56/11.88 STRUCTURE. Design Criteria-2020 NYS Building Code and and ASCE 7. JOIST/RAFTER TO STEEL HANGER TJI 560 11 7/8" MIT 411.88 REVISIONS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State r-`" Education Law,Article 145,Section 7209,for any person unless acting under the `?N :'} '• �" direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is ` �Or�1�J 12 f f altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such `. [FE S ���y alterations,and a specific description of the alteration. - FIRST UNIVERSALIST Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax NOTES AND Date: 1/5/2023 www.condonengineering.com SPECIFICATIONS (C6')) D - - - - --- - - - - - - -- - - - - - - - - - - f - - - -L - - - - - - - - - - - - - - - - - -- -- - 36"36"X48" - - - - - - - - - - - - - - - -- -- -36"36"X48"HIGH PILASTER ON ( -------------------------------------------------- -----------------t--------------------------- 60"X60"X12"P.C.FTG — — — — — — — — _ _ _ , #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) r 17- - -1 36"X36"X10"P.C.FTG 1 #5 REBAR @ 12"O.C,BOTH DIR.(3 MIN.) I I I I I I I I I I I I I I I I I I L I - I 1 48"X48"X12"P.C.FTG 60"X60"X12"P.C.FTG I I #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) I I I I I I I I I I I i I I o I I � 0 , °• i I •°• I , 8"FOUNDATION WALL ON I AN 8X16 P.C.FOOTING ( , L — — _ —-J I I L L - - - - - J 31/2"O STD.PIPE I i B I COL.DN(TYP.) 48"X48712"P.C.FTG S 6 I I #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) I I ( I I I I I I I I I I 10"FOUNDATION WALL ON A 36"X36"X10"P.C.FTG I I 60760"X`12"P.C.FTG 60760712"P.C.FTG 1 12 X 24 P.C.FOOTING TYP.) I I #5 REBAR 12"O.C.BOTH DIR. 5 MIN.) #5 REBAR 12"O.C.BOTH DIR. 5 MIN.) B ( #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) �° ( @ ( I S-6 - - - - - - - - - - - - - - - - - - - - P - - - - - -- - - - - - - - - - CnD D I r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - S-6 S-6 - - - - - � — — — — J 36"X36"X12"P.C.FTG r - - - I L - - - - - � L - - - - - J #5 REBAR @12"O.C. , I I --- ----------------- J BOTH DIR.(3 MIN.) I 10"FOUNDATION WALL ON A 10 X 20 P.C.FOOTING(TYP.) 4"POURED CONCRETE SLAB WITH 6X6-W 1.4X1.4 WWM I I1 \4"POURED CONCRETE SLAB WITH 6X6-W 1.4X1.4 WWM I , I 48748'X1 2'P.C.FTG 48"X48"X12"P.C.FTG 48"X48"X12"P.C.FTG 64764712"P.C.FTG 54"XEBX12"P.C.FTG #5 REBAR 12"O.C.BOTH DIR. 4 MIN.) #5 REBAR 12"O.C.BOTH DIR. 4 MIN. #5 REBAR 12"O.C.BOTH DIR.(4 MIN. #5 REBAR 12"O.C.BOTH DIR.(5 MIN. 1 #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) oe ( @ ( ) @ ) @ ) I I I I I I PREFABRICATED EGRESS — — — — � _ _ _ _ _ _ _ -71 r r � 1 I I I MARFLEX OR EQUAL RED BY eI I I I I I I I I s-6 I I I o I F I I I •o I I o I I I 1 ❑ I I O• , I 48"X48'X12CN A P.C.FTG s-6 I I I I I I I I 0 I I I I I I I ( Co #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) _ _ _ _ - - - J D L _ — — — — _ _ — 3112"0 STD.PIPE L _ _ _ _ _ J 42"X4271 2"P.C.FTG I I COL.DN(TYP.) 3112"0 STD,PIPE #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) , L — — — — — — — I 1 L_ — _ - - - - - - - - COL.DN(TYP.) \4"POURED CONCRETE SLAB L — — — — — — — — -I — I WITH 6X6-W 1.4X1.4 WWM I- - - — — — — — —— — — — e 8"FOUNDATION WALL CN A I INS-67 8 X 16 P.C.FOOTING(TYP.) I I I 1 15"X 15"P.C.PIER ON A NOTE: 48"X48"X12"P.C.FTG L -I I I — — — #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) ALL FOOTINGS TO BE PLACED , 54"X54"X12"P.C.FTG 54"X54"X12"P.C.FTG 42"X42"X12"P.C.FTG #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) I I (- ►- - - - - - - - I I ON UNDISTURBED VIRGIN SOIL. r - - - - r - - - - -1 r- - - - - - - F- 7 ¢ L_ - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -f - - - -------------------------------------- I I i LA L JAI Fj L L_ _ _ _ ._I I , 4"POURED CONCRETE SLAB L _ _ - - _ J B WITH 6X6-W 1.4X1.4 WWM S-6 36736710"P.C.FTG #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) , 1 48748712"P.C.FTG #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) B I ( ( I REVISIONS S-6 10"FOUNDATION WALL ON A 10 X 20 P.C.FOOTING(TYP.) A - - - - - - - - - - - - - - - - - - - —1 I— ----------------------- -------- ______ I Plans are prepared b Condon Engineering,P.C. It is a violation of the New York State ------- r ------------------------- p p Y 9 � 9, t'1 081 X312 Education Law,Article rote Section Engineer, for an person o unless actin under the —I r — — — — — — — direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any B I I ( item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is ZZ ,. ¢ S-6 I L — — — _ _ —J ( ¢ altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such ------------------- --------- I alterations,and a specific description of the alteration. I- - - - - - - - - - - - - - - - - - J FIRST UNIVERSALIST ¢ Scale: 1/4"=V-0" Condon Engineering, P.C. CHURCH OF SOUTHOLD Drawn by:JJC 1755 Sigsbee Road 51970 SOU HOLD,ONEW NYS YORK ) Mattituck, New York 11952 MAIN (631) 298-1986 (631) 298-2651 Fax VM2 Date: 1/5/2023 www.condonengineering.com FOUNDATION PLAN - - - - - -- - - - - - - - - - - - - - - - -- 1 - - - L - - - - - - - - - - - - - - - - - - - - - -, -------------------- ------------------------------- - - -- -----------------------------------7------ r- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- III BEAM POCKET PA b so -1 ST - I I XIjI PA 6X6 P.T.POST UP F 17- TU 7 1 11111111 1 r- - - 1 PA I (3113/4" 16'LVL DROPPED CONT. (3113/4'X 16-LVL DRIIF�.1,UN 1. 7 m 7 -[-BEAM POCKET BEAM POCKET- L L -J L 31/2"0 STD.PIPE d 1 l COL.DN(TYP.. SIMPSON MPB66Z POST BASE(TYP.) P ;0 A CD (2)13/4"x 117/8'L CD t. �I= � � � � � � 4 -1- BEAM POCKET BEAM POCKET-"141 PA 6X6 P.T.POST WITH 2-0 GALV.STL.POST(SEE DETAIL) -- --------- PA PA PAPA PAIll r PA I I 1 1 (4)1314 X IELVL DROPPED CONT. (3)1 /4"X 16-LVL DROPPED CONT /I - - - - - - - - - - - - - - - - - - - - - � I Ej-------- ---------------- L---fl ------------------- ff- - - 11--II- l . �I� &M �Wjwwlm mT MBEAM POCKET ISI -- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - J - - - - - - - - - - - L ; - - -J i I --------------------- PA F- — — — — — — — — — t LBEAM POCKET L.B.WALL ABOVE(TYP.) III - > — — — — — — — — — — — — prefabricated egress PA X 1 X I II M I I unit as mfr'd by ;Et I ;t Marflex or equal c') r _ _ _ _ _ _ _ _ _ _ - - — — — — — — — — — — PA I g54 PA 1 l Ill rgress F- 17- I I I I I IIIII I I F (3)1314'X 16�LVL DROPPED CONT. (3)1 3/4�X 16"LVL DROPPED CONT. �P 13/4"X 16"LVL DROPPEP CONT. 13/4"X 16"LVL DROPPED NT. (3 13/4"X 16-LVL DROPIIED CONT. + + MEMO= � � X" 2 -�--BEAM POCKET r - - - - - - I , I � - - - - + - -o- - �- 1 4 7 PA I 1 0 1 1 b b -. BEAM I I L -J L + — J L -J L -J C�! L 3 1/2"0 STD.PIPE L AL J LL COL.DN(TYP.) L_ _ _ - - - - - - PA PA 3 1/2"0 STD.PIPE- L - - - --- - - - - -I PA COL.DN(TYP.) --------- C> --------::i - - - - - - - - -- co Lj - - - - - - - - - - - - - PA X - - - - - - - - - - - - -- SIMPSON MPB66Z POST BASE(TYP.) b X X 7t PA PA NlllL -- - - - - - - - -1 (.00 L--------------- ----- I j1j 1 1 I I �- - - - -1 - - -- - - - - - - - � 4- ,- - - - - - - - - - - - - - - - - - - - - F- A 17- ------ -------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1(4)13/4'X 16"LVL DROPPEC CAT. - - - - - - - - - LN I:-- "n y - - M (4)13/4"X 16-LVL DROPPED CONTI (3)1 3k'X 1 LVL DROPPED CCINT. r ------a-- ---- --- ---- -------------- PA- - - - - --- - - - r - - - - - - - �--f--BEAM POCKET L- - - - - - - - - - - - - - - - -\\ -- 11 11 1 L - - - - PA -PA PA PA PIA I I PA7 I A I I Ili L - L - - - I -J L - - - - - J A L - - - - - -J III BEAM POCKET A Ill b L.B.WALL ABOVE(TYP.) i I I i A 0 b zo AIIll 0 b CO A i I REVISIONS C) III�2 UIll v - Cn A C> co villito Ill Ik Ill F,H U') Ot, IIIA 14: L- - - - - - - - -- - - - - - - - - - - - PA PA � - -- - - - - - - - - - - - - J 41 L----- --------- ------------------- - Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the - - - - - - - - - - - - - - - r- - - - - - - - - - - - - - - - - direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is PA 1 L - - - - -- - - - - - - - - J I altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Item his/her j seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. - - - - - - - - - - - - - - - IFIRST UNIVERSALIST PA PA Scale: 11/4"=V-10" Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) 'Ir Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK 4i (631) 298-1986 (631) 298-2651 Fax FIRST FLOOR Date: 1/5/2023 www.condonengineering.com FRAMING PLAN (2)2X10 HDR. (2)2X10 HDR. (2)2X10 HDR. Tf IIM l (3)2X6 POST DN llo II d '— o co = X TJI 56011718" CJ @ 16"O.C. TJI 56011718" CJ @ 16"O.C. O N W N I I m I I Q N II II 2' X Cn Il Il N M NI ( TJI 560 11 7/8" CJ @ 12"O.C.I I PROVIDE BLOCKING 6X6 P.T.POST DN @ 24"O.C. Mr(UNRMER WALLS) BETWEEN JOISTS I l CD J I w UNDER STUD WALLS (3)2X6 POST DN N c Uj ABOVE(TYP.) lQcoCNN I l m 3)2X6 POST N W M m d xl co co Cn Q (3)2X6 POST DN a l x PROVIDE BLOCKING `V BETWEEN JOISTS ~ "' I✓ UNDER STUD WALLS N 2X6 P T DN rn SIMPSON BC6 POST CAP(TYP.) I I 11` ABOVE(TYP.) X I ( (3)2X6 POST DN (3)2X4 POST D P ( l d � II 0 o I X Will C4 I v (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN (3) X10 POST D (2)2X10 HDR. (2)2X10 HDR. (2)2X10 HDR. )2 4 S DN UP 31/2"X 1 7/8"APB (3)2X10 POST DN (3)2X6 POST 2)2X10 HDR. ; I , I I I I ; TJl 60 11 7/8" CJ @ 16"O.C. TJI 56011 718" CJ @ 16"O.C. elfX C1. SUPPORT BRACKET (DESIGN TBD) (3)2 MSTDN I I I W lmQ Zo 31/2"X 91/2"APB (3)2X10 POST DN a o II � I ' (3)2X6 POST DN co o IIS N LOAD BEARING WALL TO R F LL=r li I ' ; i it I x TJI 23091/2"FJ @ 16 O.C- 0 o TT PROVIDE BL KING Q N x I BETWEEN JOIST 'iz I ' X UNDER STUD LLS (3)2X6 POST DN I ' I I N N ABOVE(TY x �I vl (3)2X6 POST DN N I I I I I I l II (2)2X10 HDR. 6X6 P.T.POST DN (3)2X10 E 16ST DN I ' +, 31/2"X 91/2"APB PROVIDE BLOCKING (3)2X6 POST DN BETWEEN JOISTS16� ( I I , UNDER STUD WALLS (3)2X6 POST DN ABOVE(TYP.) ' SUPPORT BRACKET ; I ; I ; I ; ; I ; I ' zo m (DESIGN TBD) i ( I l i I I 'x I x cli (3)2X6 POST DN C , a II C (2)2X10 HDR. IX N II TJI 560117/8" CJ @ 16"O.C, 31/2"X 517/8"APB (3)2X6 POST DN (2)2X10 HER 6X6 P.T.POST DN (2)2X10 HDR. (2)2X10 HDR. I (2)2X10 HDR. (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN 3)2X10 POS,DN 3) X10 POST D 0 o I l> I I IN W II m II Ila II IN N REVISIONS II TJI 560117/8" CJ @ 16"O.C. _ I (3)2X6 POST DN (3)2X6 POST DN I ( ((, ( I ` I a IiE _ ft.l.•f Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State (2)2X10 HDR. (2)2X10 HDR. Education Law,Article 145,Section 7209,for any person unless acting under the -? direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any V 0""1, 2 �c ,__ (3)2X6 POST DN/UP item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is �" _ •—�r1`'r`' !' altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such 31/2"X 117/8'APB alterations,and a specific description of the alteration. \—(3)2X6 POST DN (3)2X6 POST DN FIRST UNIVERSALIST Scale: 1/4"=1'-0" Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJ C Mattituck, New York 11952 SOUTHOLD, NEW YORK b-4 (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com ATTIC FRAMING PLAN r-------------- 3 2X12 , "------------ o II II II Z' II LU II ' II II Cl) , X ' N ■ (3)2X12 ■T■ I I 2X12 RR @ 16"O.C. 2X10 RR @ 16"O.C. 2K12 RR @ 16"O.C. 2X12 RR @ 16"O.C. li ilCO U- W I I II IIIA IIII w 00 Illi ;III OF co cn IN N I x Ik---_2X6 STUDS @ 16"O.C.TO RAFTERS IIIIN N IIII o ALIGN WITH LOAD BEARING WALL BELOW ' 1 EP Iv (� M I I DIN ISI X111= X it ;Ill X I I 11N ' II II It 1II I I II I I , I I , I I (3)2X12 I (3)2X4 POST DN I 1 (3)2X12 I 1 o II — > 2X10 WALL STUDS @ 16"O.C. (2)2X10 POST DN(TYP.) J ; I I I I N 2X6 STLDS @ 16"O.C.TO x N 2X10 RR @ 16O.C. RAFTERS ALIGN WITH LOAD I I (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN BEARING WALL BELOW co (3)2X10 POSN (3)2X4 POST DN II , \�?+ (3)2X12 - --------- -- (2)2X12 (2)2X12 (2)2X12 (2)2X12 >>)i8N (3)2X6 POST DN II ------------------------------- -- - - II II U l ¢I � o � I � o a I � o Q I � o � Q I 2X12 RR @ 16"O.C. 2X12 RR @ 16"O.C. l D I N 0 I N LU LU 0 I N 0 I N W W w w w w w w w w cn cn Lj v V CJ � rn O C O (2)2X12 `O (2)2X12 (2)2X12 (2)2X12 of \` aU I - -01 1 LP (3)2X6 POST DN I w w w w 1 w `�+ I I I I m m m m m Ix X I �I NI IN I N NI IN I NI I� I Nl N N N I N N I N N I N I � 2X12'S FLAT 1-- � ` IL--_2X6 STUDS @ 16"O.C.TO RAFTERS M I -�-- I ALIGN WITH LOAD BEARING WALL BELOW I� II (3)2X6 OST TO IDGE 1 00 31/2"X 14"APB I I I l\' 1 APB 1 1 I 131/2"X 14"APBI I 131/2"X 14"APBI 11/2"X 14"APB I 1/2"X 14 B \ I I ' — - �.r. 2X6 POST DN I q I I I UPOLA I i I I it ; � o I SII I I I I I w l (S E DETA L I I / 11 11 ONS 7) I I , 2X4 STUDS @ 16"O.C.TO RAFTERS O I xl IX XI IC- xl IX x1 x UZE - -- ----------- --- -- -, o I -- X () I N N I N N I N N I N N I ,P I I —,O M ch M c+J M M I v / 1 o(3)2X6 POST DNf- ............2 2X12 2 2X12 2 2X12 2 2X12 m ::::::::::.: of':X N00 :::::::::'::.:::::: ::....... :.. o it o it o o :: : ::: : :: = l I N I X `n I X `n I X `� I ' (3)2y6 POST DN I I 2X12 RIDGE ::.Y•:::i....:• •:::. , N N N 2X12 RR @ 16"O.C. 2X12 RR @ 16"O.C. """�'..`""'`" o I l V .:i::::::::.�.�. ' w ...::.........:'::. EL I I I I I o ?��: ; :Y. :: ::::.::::::. zo ----------------------------- / ? ............... ............ I I I I si�`j ................ ------ - ----- - -- - (2)2X12 x (fJ N (2)2X12 (2)2X12 (2)2X12 1\Q' o I 2X6 STUDS @ 16"O.C.TO C.0 " ; RAFTEFS ALIGN WITH LOAD x ( 1 G_�____ -------------- ------i N BEARIN3WALL BELOW v - -- - -------------------- co - 1 N 41 I I , II(3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN 2X12 RR@16"0.0 2X12 RR@16"O.C. I I I I 2X4 STUDS @ 16"O.C.TO ; 2X10 WALL STUDS @ 16"O.C. RAFTERS ALIGN WITH LOAD 1 (2)2X10 POST DN(TYP.) ; I( I I BEARING WALL BELOW (3)2X12 ; �Xa 0 RR a 1�"O.C. m a Z2X I I �o I N 2X8 RR @ 16"O.C. I N " � -Immomr_-100001_ (3)2X12 REVISIONS N M �2 2 RR @ 16"O.C. ii 2X12 RR @ 16"O.C. II II I , 1 II •� (3)2X6 POST DN (3)2X6 POST DN ----------t--------- Q - --------- 1 -�-- - c3--- -- �5 777 - - - - - - -------------- : , yr 3 2X6 POST DN - - - - -� -'T o . o y, Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State O Q A Education Law,Article 145,Section 7209,for an person unless actin under the -'----------- ------------------------------- YP 9 DC7 �r _________________ direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any p2,1 i2 , < item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her \.tea}-F (3)2X6 POST DN (3)2X6 POST DN seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. FIRST UNIVERSALIST Scale: 1/4"=V-0" Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:A Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax ROOF F RA M I N G Date: 1/5/2023 www.condonengineering•com PLAN TJI FLOOR JOISTS ° OWj U- w a Z a 4 1/2"MIN.AIR GAP REQUIRED _ � ¢ °AT END AND SIDESI A www d W co 4 d L d°a 1/4"BEARING PLATE ° dQ 4 a Q a a ° OCKET WIDTH BE WID + P' MIN, 2X6 WALL STUDS ° °, SEE PLAI`,FOR�EAM WIDTH) 2X6P.T.SILL 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28" 2X10 WALL STUD 2}:10 P.T.SILL 4 ° COPPER TERMITE SHIELD O.C.MAX.,12"MAX.FROM CORNERS WITH A COPPER TERMITE SHIELD ° TJI RIM JOIST BLOCKING SIMPSON BP5/8-3 BEARING PLATE (2)TJI RIM JOIST BLOCKING 2X10 WALL STUD BETWEEN JOISTS 5/8'0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., BETWEEN JOISTS 5t8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., 2X10 P.T.SILL 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER 2X6 WALL STUDS 16"O.C. 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER 2X8 P.T.SILL WITH SILL SEALER 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., COPPER TERMITE SHIELD z COPPER TERMITE SHIELD 12"MAX.FROM CORNERS WITH SIMPSON BPS518-3 WASHER 00 TJI 560 11 7l8'FJ @ 12"O.C. TJI 5601173"FJ @ 12"O.C. GRADE(SLOPE AWAY GRADE(SLOPE 8"MIN. FROM BUILD G 2 o MIAN. —' "'-- GRADE FROM BUILDING 2%MIN. GRADE TJI 56011 7/8"FJ 12"O.C. ° e m 2X4'.T.SILL 8"MIN. TJI 560 11 7/8"FJ @ 12"O.C. 10'FROM BUILDING a 2X4 P.T.SILL �° 10'FROM BUILDING) #5 BARS(MATCH VERTICAL 518"OX 12"LONG GALV.ANCHOR BOLTS #5 BARS(MATCH VERTICAL 5/8"0 X 12"LONG GALV.ANCHOR BOLTS ' REBAR SPACING) AT 28'O.C.MAX.,12"MAX.FROM CORNERS (2)NO.5 HORIZONTAL REBAR- REBAR SPACING) AT 23'0.C.MAX.,12"MAX.FROM CORNERS a (2)NO.5 HORIZONTAL REBAR- WITH 31MPSON BPS5/8-3 WASHER SEE FOUNDATION NOTES WITH SIMPSON BPS5/8-3 WASHER a f SEE FOUNDATION NOTES TJI FLOOR JOISTS a (2)N0.5 HORIZONTAL REBAR j SEE FOUNDATION NOTES :° (2)N0.5 HORIZONTAL REBAR- #5 REBAR @ 40-O.C. f SEE FOUNDATION NOTES #5 REBAR@ 40-O.C. fv Z x a n � Q v Q f A`nn O bA/ d Z_ X O d d 4 DAMP PROOFING d DAMP PROOFING Q �' o o OR WATERPROOF CO OR WATERPROOF v � a ' MEMBRANE ° " MEMBRANE ° 10' � f � 1/2"MIN.AIR GAP REQUIRED DAMP PROOFING #5 BARS @40"O.C. f #5 BARS @40"O.C. AT END AND SIDES OR WATERPROOF-----_, EXPANSION JOINT AND JOINT SEALER EXPANSION JOINT AND JOINT SEALER MEMBRANE e as 2X4 KEY WITH 4, p v, 6X6-V1'1.4X1.4 WWM EXPANSION JOINT AND JOINT SEALER BENTONITE TAPE 6X6w1.4XW1.4 WWM EXPANSION JOINT AND JOINT SEALER 4 2X4 KEY WITH 4"POURED CONCR TE SLAB 2X4 KEY WITH WATER STOP f 2X4 KEY WITH f a 4"POURED CONCRETE SLAB BENTONITE TAPE d p BENTONITE TAPE ° 6X6 W1.4XW1.4 WWM a e BENTONITE TAPE ° " 6X6 W1.4XW1.4 WWM UNTREATED GLULAM OR LVL BEAM WATER STOP ._ __ WATER STOP WATER STOP 4 RED CONCRETE A -- ------------------ �— , „ 4"POURED CONCRETE SLAB — -.---o-----a ------.`.— a B °4" a "POU C C T SL x:�`�:�ir'::w v%w.,;'`•-rr:u^�.t�r:x\�.%."r,i _:a!'.�.�'.tv."4.��.tC� v •`;,::::--.:...,r .,1.:si�'�- .;.�{ e _ •:: :...: � .:.w.�.,, ratio ":+.t - y�� — ---------- -- — � ' �«+,•'sd�?'••..+.^ ^4.FM.++.c^ J,nr�[• a f. ;,�;.>'`:,;;,,��•`- ,:,�,. ��— 1/4"BEARING PLATE • a• ..�;..,- ;,ter,,. , w�., 8. :irr.e.t�.� '}. •it s � i •A•°J �:i .fir Q,`..��• f Q y�• SLISi. ,f' i.••y+'?+:+`, r :f.yn•,H.:.1-f4T> Q ti. ., ,,..e�.r, �..1.:.::..+i:.?!.7-,:+:`,,,.t�•�.; w=::1.'1:..M1.Y.H. 10 MIL POLYETHYLENE VAPOR RETARDER (3)N0.5-60 KSI REBAR-/' EBAR 20" 10 MIL POLYETHYLENE VAPOR RETARDER � � a.-M4 (3)N0.5-60 KSI REBAR 20° COMPACTABLE GRANULAR FILL L 10 MIL POLYETHYLENE VAPOR RETARDER 10 MIL POLYETHYLENE VAPOR RETARDER SEE TYPICAL FOUNDATION DETAILS N � r, COMPACTABLE GRANULAR FILL (3) 0 5-60 KSI REBAR 20 3 N - COMPACTABLE GRANULAR FILL ( ) 0 5 60 KSI REBAR 20 COMPACTABLE GRANULAR FILL /FOOTING TO BE PLACED ON FOOTING TO BE PLACED ON FOR ADDITIONAL INFORMATION UNDISTURBED SOIL FOOTING TO BE PLACED ON UNDISTURBED SOIL FOOTING TO BE PLACED ON UNDISTURBED SOIL UNDISTURBED SOIL _ A TYPICAL FOUNDATION DETAIL B TYPICAL FOUNDATION DETAIL C TYPICAL FOUNDATION DETAIL D TYPICAL FOUNDATION DETAIL GLULAM / LVL FOUNDATION POCKET DETAIL SCALE: SCALE: SCALE: SCALE: NOT TO SCALE TOP OF FOOTING-TOF 2H 44 p f d p df A e d d ' Q 6X6 P.T.POST a e p fd O O p f O O O d p. d f d 0 0 a p SIMPSON MPB66Z f POST BASE H TYPICAL STEP FOOTING DETAIL 31/2"0 OR 4"0 STEEL PIPE COLUMN 2 ' e vo a a SCALE: 1/2" = 1�-0" ° 9 r r 12"X12"Xt BASE PLATE N N , 4-#5 REBAR ' __, #5 BARS @ 12"O.C. �O Q 12' cn a a, 0 24"MIN. r r a � �. 9_ o a a I.— _ 4 g' 0 ANCHOR BOLTS o 'STEEL BASE PLATE i 4,000 PSI NON SHRINK a �2" GROUT PEDESTAL 2"MIN. , o Z VERTICAL REBAR a :. a p :p.. S,. C z LIJ N ,,:}:i ;1:T;.1...i'i .,t+..: .. pa' p dam. .•A.. a Q b. .tl• •. 2 p .e .. W ° % Uj : O p a RODSA 12"O.0 ;. ,' f:; ,,,:�:P: f TYPICAL FOUNDATION CORNER DETAIL RODS AT 12"O.C. d e' ' :~:'•.' .; <;•�.. , EACH WAY(TYP.) f D 3 12 12 3" q . f 9 v :s v I SCALE: 1/2" U ° s ° v' a . 3'-0"(OR AS NOTED ON PLANS) ° #5 REINFORCING _ v° TYPICA�Ll OLATEDfF OOTING�DlTAIL RODSCING) ° (SEE PLANS FOR SPACING) REVISIONS F SCALE: 1"=1'-0" Of 3" 12"MAX. 3" ih 4'-0" -.. .--,. 41, TYPICAL ISOLATED FOOTING DETAIL � ,-��;� , , Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State > Education Law,Article 145,Section 7209,for any person unless acting under the rpt•: '` r+.a. " `� direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any ff 1 91 Cti�✓ item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such -- - ' alterations,and a specific description of the alteration. FIRST UNIVERSALIST Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Aft Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com STRUCTURAL DETAILS RAFTER 4-5/8"0 BOLTS TOP PLATE 31/2"X 14"APB STRUCTURAL RIDGE HEADER 12"X 14"X 3/8"PL-A36 SADDLE OR °° PROVIDE 114"A36 STEEL SADDLE FOR SIMPSON MTS30 RAFTER STRAP OR RIDGE(WELD TO TRUSS PLATES) AFTE AT EACH RAFTER TAIL 2 /2„ 114" ° •0 1/4"A36 STEEL PLATE SIMPSON H2.5A RAFTER u BOTH SIDES TAIL TO TOP PLATE ���- Simpson LSTA30 Ridge H2A CONNECTO TOP PLATE SIMPSON H2.5A TOP 6-5/8"THRU BOLTSPLATE TO STUD Strap at each Rafter 2X6 RR @ 16"O.C. STu SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES SIMPSON HDU2-SDS2.5 EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON Simpson LSTA30 Ridge WITH A 5/8"THREADED EXTERIOR SIDE ONLY INTERIOR SIDE ONLY) Strap at each Rafter 4.5" ROD AT EACH CORNER ) ° (3)2X4 " 3112"X 14"APB STRUCTURAL RIDGE 21/2" 101/ 2X4 STUDS @ 16"o.c. I 3" 21x2" 4.5" (3)2X12 2X12 RR @ 16"O.C. 114"A36 STEEL PLATE BOTH SIDES WITH 5/8"THRU BOLTS 1/8.• SIMPSON HDU2 SDS2.5 AT EACH CORNER 31/4" 1/2" 4 3/4" 31/4" 3/4 6-5/8"THRU BOLTS 4X4X1/4 STL. 2 1/2" "� 1/4"A36 STEEL PLATE PLATE Z2X6,' FLAT (3)2X12 BOTH SIDES 6-5/8"THRU BOLTS 31/4" 43/4 8X12 TYPICAL HOLDDOWN DETAIL 112"X 14"APB STRUCTURAL RIDGE 4 3/4" SCALE: 1"=1'0" 1/4"A36 STEEL PLATE RAFTER 2X12 RR @ 16"O.C. TRUSS BOTH SIDES 8X12 TOP PLATE CUPOLA DETAIL 8X8POST HEADER SCALE: 1/4"=V-0" OR p, ARAFTER SIMPSON MTS30 RAF TER STRAPFTEAT EACH RAFTER TAILSIMPSON H TAIL TO TOP PLATE 114"A36 STEEL PLATE SIMPSON H2.5A TOP X 2 BOTH SIDES H2A CONNECTO STU TOP PLATE PLATE TO STUD (3)2X10 POST DN 2-5/8"THRU BOLTS SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) 4112" 4'-01' SPLICE(TYP.) 4-5/8"THRU BOLTS NOTCH d 2X10 WALL STUDS @ 16"O.C. 16d AT 11"0,C,WITHIN SPLICE DEPTH<114d HOLE EDGE 12" 6-16d NAILS(EACH SIDE) DISTANCE>5/8" OUTER 1/3 OF HOLE DIAMETER SPAN ONLY <2/5d SINGLE STUD HOLE DIAMETER STUD <3/5d SIMPSON TSPZ STRAP DOUBLE STUD SIMPSON SDWC15450 WITH E COAT JOINT IN UPPER TOP � — 5/8"!D GALV.ANCHOR BOLT WITH A JOINT IN LOVV'ER TOP PLATE AT STUD PLATE TJI 560 11 718" FJ @ 12"O.C. SIMPSON BP5/8-3 BEARING PLATE PLATE AT STUD 10 HOLE EDGE I DISTANCE>518" 3)1 3/4'X 16"LVL DROPPED CONT. NOTES: I I 2-SIMPSON H4Z STRAPS I I 1. THE MINIMUM SPLICE IS 6-16Dd EACH SIDE OF UPPER JOINT FOR 2X PLATES. SEE FOUNDATION DETAILS CRAWL SPACE USE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS. I I I I 2. PROVIDE CONTINUOUS rOP PLATES(NO JOINTS)WHERE WALLS ARE 12'-0" 3112"0 STD.PIPE OR LESS IN LENGTH. I I COL.DN(TYP.) I I TYPICAL TOP PLATE NAILED SPLICE DETAIL STUD NOTCHING AND BORING LIMITS IlkTYPICAL WALL AND SILL STRAPPING DETAIL NOT TO SCALE NOT TO SCALE � 48"X48"X12"P.C.FTG #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) OR AS SHOWN ON PLAN MIN,DISTANCEA TRUSS & STRAPPING DETAIL MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE BLEVER SCALE: 1/4" NO FIELD CUT LARGER THAN 11/2" 1y"HOLE MAY BE CUT L/8 L/8 IN CANTIANYWHERE IN WEB OUT HATCHED ZONES SIDE OF HATCHED ZONE MOMENT CRITICAL ZONE—.,.: dl4 HOLES IN DO NOT CUT OR �� Efor °� O NOTCH FLANGE. d SHEAR SHEAR, d/2 CRITICAL IONS CRITICALZONE 6" L1 2 X D1 D1 L2 2 X L2 D2 6^ g^ :::;MOMENT CRITICAL ZONE MINIMUM MINIMUM (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN MICROLLAMO LVL 2 X DIAMETER OF THE CANTILEVER REINFORCEMENT. LA L/2 U4 SUPPORT AND PARALLAft LARGEST HOLE s DEPTH TABLE A-END SUPPORT PSL HOLE ZONE (MINIMUM) MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT JOISTTJI@ ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" 3" 4" `" 6%" 7" 8V/" 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11" 13" DO NOT DRILL IN CRITICAL ZONES 9%" 360 V-6" 2'-0" T-0" 4'.0" 6-0" V-6" 2'-6" 3'-6" 5'-0" 5'-6" 1 r 11%" 560 V-0" V-0" V-6" 3.0" 5'-0" 5'-6" 8'-0" V-0" 2'-0" 3'-6" 5'-0" T-0" T-6" 8'-0" UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER SIMPSON LSTA36 REVISIONS 14" 560 V-0" T-0" V-0" 1'.0" 2'-6" 3-0" 6-0" 9'-0" V-0" V-0" V-6" 3'-6" 6'-6" T-0" 9'-0" 10'-0" HEADER MAXIMUM ROUND NOTES: MICROLLAM LVL AND DEPTH HOLE SIZE STRAP 16" 560 1'-0" 1'0" 1'0" 1'•0" l'-0" 1'-0" T-0" 6'-6" 10'-0" 1'-0" V-0" 1'-0" 1'-6" 5'-0" 6'-0" 10'-0" 1'-0" 2'-0" PSL PARALLAM s 1. THE MAXIMUM SIZE HORIZONTAL HOLE(THROUGH THE WIDTH OF THE BEAM)SHALL 4/" 1" NOT EXCEED 1-1/2 INCHES. U3 ALLOWED HOLE ZONE U3 5Y2, 13 , TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT 2. EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE DL P 7,4"to 20" 2" �f f NES,\ }{e 0 DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED SEE ILLUSTRATION FOR MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE ALLOWED HOLE ZONE JOIST TJIm ROUNC HOLE SIZE 7 SQUARE OR RECTANGULAR HOLE SIZE 3. SPACING BETWEEN HOLES:FIELD ADDED OPEN OR ACCESS HOLES NOT SHOWN ON 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE. NOTES: DEPTH 2" 3" 4" 5" 6/" 7" 8/" 11" 13" 2" 3" 4" 5" 6/" 7" 8/" 11" 13" / „ r 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2'-6" 3'-0" -6" 6'-6" T-6" THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS 2. ROUNDHOLES ONLY t %z' TYPICAL WINDOW AND DOOR HEADER �= '`{ " � �« l 3'0" 4'-0" 5'6" 6'-6" 9'0" 3'0" 4'-6" 5'6" T 6" 8'-0" FROM ANY HOLE IN THE MEMBER. THE DISTANCE IS MEASURED FROM THE EDGE OF 3. NO HOLES IN CANTILEVERS. ii " " " ^ " " " " 4 N HO A Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 1 ITA" 5601-6 3 0 4-6 5 6 8-0 8 6 12 3.0 4-6 6 0 8-0 10'6" 11'0" 12'0" THE HOLE TO THE NEAREST EDGE OF THE EXISTING HOLE. 0 LES IN HE DERS OR BEAMS IN PLANK ORIENTATION. 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY 5. DO N01 CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN Education Law,Article 145,Section 7209,for any person unless acting under the ", 560 1'-0" 1'-0" 1'-6" 3'fi" 5'6" 6'-6" 9'-6"' 13'-6" 1'-0" 3'-0" 5'0" T-0" 10'-0" 11'-0" 13'6" 15'0" STRAPPING D E TA I L EACH CORNER direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any \` �� 081 "- 560 V-0" V-0" V-0" 1'-0" 2'-6" 3'6" T 0" 11'-0" 15'0" 1'-0" 1'-0" T-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'0" ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER. ILLUSTPATIONS AND TABLES. item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.) 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE NTS altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her 5. OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIFIED STRUC-URAL ENGINEER. seal and the notation"Altered by"followed by his/her signature and the date of such • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 118"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. TIMBER DESIGNER. L=LENGTH OF BEAM D=DEPTH OF BEAM alterations,and a specific description of the alteration. • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. • FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND FIRST UNIVERSALIST HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. TYPICAL ANTHONY POWER BEAM G L U LAM • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD TYPICAL ILEVEL LVL PENETRATION Scale:AS SHOWN Condon Engineering, P.C. CHURCH O F S O U T H O L D CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. ALLOWABLE HOLES - TJI® JOISTS PENETRATION SCHEDULE AND DETAIL SCHEDULE AND DETAIL 1755 Sigsbee Road 51970 MAIN ROAD(NYS 25) Drawn b JJC Mattituck, New York 11952 NOT TO SCALE Y� SOUTHOLD, NEW YORK NOT TO SCALE (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com STRUCTURAL DETAILS ®� 0 �-® ® I - - - - - �® O 1 ® Oj0 O 0 Oj I I I I I 0 I I 0 I O 1 ��\ O 2 I I _ JO 0 O O O 0 I L - - - - - -� ID � I 0 ® I O ® I 0 O 0 � 01 01 O ® I 0 U _ J _ J O O 0 0 3 � � 0 � � ,i 0 O I (D O I O 2 0 1 0 0 0Z 0 0 — \��- - -( ®�i 0 0 3 O O 3 1314"X 16"LVL RIDGE 0 Nailing Zones for Roof Sheathing in 130 MPH Ultimate Gust Wind Zone Simpson LSTA30 Ridge Strap at each Rafter Zone 1 Zone 2 Zone 3 2X12 RR @ 16"O.C. Field 6"O.C. 12"O.C. 4"O.C. Panel Edges 6"O.C. 6"O.C. 4"O.C. Nailing Requirements for 130 MPH, Ultimate Gust, 2X6 STUDS 1/2"Thick Roof Sheathing with 8d Common Nails @ 16"O.C.TO RIDGE Roof Sheathing Nailing Details RAFTER SCALE: 1/8"=1'-0" TOP PLATE LOAD BEARING WALL TO ROOF ATTIC OR HEADER ., 2x4 STUDS 2x4 STUDS SIMPSON MTS30 RAFTER STRAP OR @ 16"O.C.TO RAFTERS @ 16"O.C.TO RAFTERS AFTE AT EACH RAFTER TAIL b BLOCKING SIMPSON H2.5A RAFTER TAIL TO TOP PLATE TJI 5601170 CJ @ 16"O.C. N o. SIMPSON H2.5A TOP H2A CONNECTOR TOP PLATE PLATE TO STUD BLOCKING—/ BLOCKING—/ STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON LOAD BEARING EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) WALL TO ROOF /-TJI 560 117/8" FJ @ 12"O.C. (4)1 314"X 16"LVL SIMPSON SSIMPSON TSPZ STRAP DWC15450 I WITH E COAT IUlu Wp 5/8"0 GALV.ANCHOR BOLT WITH A BEAM POCKET---t I (3)1 3/4"X 16"LVL DROPPED CONT. SIMPSON BP5/8 3 BEARING PLATE REVISIONS SEE FOUNDATION DETAILS I CRAWL SPACE SIMPSON LSTRA STA3 2-SIMPSON H4Z STRAPS I I BEAM POCKET SIMPSON LTP5 31/2"0 STD.PIPE STRAP COL.DN(TYP.) Typical Wall and Sill Strapping DetailLj Of c>;� !4' J✓ �a z. L — L — — _ _ _ L — J Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State l ia� � z TYPICAL WALL AND SILL STRAPPING DETAIL Education Law,Article 145,Section 7209,for any person unless acting under the ��r. ,_,.�–.,r ti,y,.t,,,,;_�,-✓ �� —�' 48"X48"X12"P.C.FTG direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any 01 U 1 #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is \ �O OR AS SHOWN ON PLAN altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her \: �i'QFSTP. seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. FIRST UNIVERSALIST Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Aft Drawn by:JJCMattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com STRUCTURAL DETAILS P2-17,19 P2-21,23 P2-22,24 P2-27 Notes: ELECTRICAL LEGEND P2-4 P2-5 P2-6 * All wiring and equipment are to be be provided and installed by the Electrical P2-2 FUJI CLEAN Control contractor(EC) in accordance with the National Electric Code (NEC) and Local Syste System Panel with a GFI Recepticle Electrical Codes. ystem TYPE DESCRIPTION WATT QTY. MANUFACTURER #1 #2 #3 - — -Gond: C-end— GF Z< * The EC will file all necessary forms and pay all fees for the electrical work shown EXHAUST FAN SEE PLANS on these drawings. The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of the work. HARD WIRED SMOKE DETECTOR/CARBON - - BY SECURITY I GFI MONOXIDE DETECTOR GFI I * Route HV feeders underground from transformer to distribution pole or UG interface in coordination and cooperation with PSEG specifications. I I of I I $ SWITCH - SEE PLANS LUTRON I O Kichen P2-1 P2-3 -- * Route LV feeders underground from transformer to CT and meter cabinet and to io I I main panel in cellars of the main house and pool house. $3 3-WAY DIMh1ER SWITCH SEE PLANS LUTRON I I o 0 P2.9 re I I I I I I *All foundation penetrations for entry of directly buried feeders are to be equipped 0 Small Gathering Place with galvanized steel sleeves. RMC is to be used at all other foundation and floor D P2-7,'04600K I I penetrations. The sleeves and conduit are to be installed prior to pouring of the GFI 20 AMP GROUND FAULT INTERUPTOR- - SEE PLANS I I GFI GFI GFI GFI I foundation walls and floor slab. MOUNT VEFTICAL @ 6"ON CENTER I I dGF ABOVE COLNTER TOP I I * Furnish and install new service equipment and circuit breakers as shown in these 20 AMP DUFLEX RECEPTACLE MOUNT AS _ SEE PLANS I I drawings. All panels and breakers are to be Iabeled.The electric panels are to be INDICTED ON INT. ELEVATIONS I I I installed and grounded in accordance with the NEC and Local Electric Codes. P -16 i I * The electrical panels are to be e/w surge suppression devices. P1-15 GF I I Home Rug Symbol - Panel and Circuit# I I I * GFCI and convenience outlets are to be Lutron "Architectural Style" duplex type. Switches are to be Lutron Nova series dimmers and matching on and off and three and four way switches by Lutron. Color: White 11 * Unless noted elsewhere in the Architectural Drawings, the following typical mounting P1-14 P1-16 heights above finished floor are required for the devices shown: I I P1 13 ' -All receptacles are to be 16" above finished floor(AFF) unless noted otherwise. -All switches are to be 44" above finished floor(AFF) unless noted otherwise. Foy er - Floor outlet locations shown are approximate and shall be field positioned I by owners once furniture layouts are known. P1-12 -All GFI outlets to be centered 42" above finished floor(AFF) unless o u let i otherwise shown on interior elevations. U I - Telephone &Computer Jacks are to be 16" above finished floor(AFF) - - - - - - - - - - - - - - - - - - - - - - - - - - I unless noted otherwise. estroom - Power Panels the tops are to be 72" above the floor. FI * The heights shown shall be to the bottom of the mounting box GFI ® DO I unless otherwise noted. I i *All circuits feeding outlets and lighting are to be Arc Fault Circuit breaker protected. - - - - - - - I III _ III I I 1 III III * Install and wire all lighting fixtures, switches, outlets, as shown in the drawings. Restroom III — III — l — III — III Vestry * Install all necessary wiring to the mechanical equipment, condenser units and Accessible I thermostats in coordination with the HVAC contractor. Pt-1 III III I I I III III Restroom III III ( I III PI'l-3 I I *All switch and outlet boxes,junction boxes, and pull boxes installed on the exterior III III I III III are to be galvanized steel and rated for exterior use. III I III I I III I III *-� GF � � � � L � �- All exterior outlets are to be housed in weather proof enclosures. _ _ III — III — — III — III III III III * Dish washing machines are to be GFI protected. I III III III III Gallery Accessible * Install (2) 4x8x4"AC grade plywood backboard panels for the computer and III III III I I Meeting Room Restroom I communications equipment on the wall in the cellar adjacent to the electrical panels. I III III III III — III I ( III III P1-1 I * Furnish and install new telephone and computer jacks and wiring as shown in the Entry Ve tibule III I ( III III I drawing. All jacks are to be wired with Cat 5 cable and are to be "home runned" and terminated on a 66 type block on the plywood backboard located in the cellar. The -D Chancel I cables are to be neatly secured with staples to the backboard. I III III III III III III III I ( I *All TV jacks are to be type F connectors and are to be wired with RG59 coaxial cable. The cables are to be home run to the plywood backboard in the cellar. All III III III III I — — — — — — — cables are to be stapled neatly to the backboard. III III III III * Coordinate location of vent fans in bathrooms with lighting and ceiling diffusers. I III III III IiI 9 g g L III III III I Solar III F — I III I- — 7 III f 7 IiI Vestibule * Install a Photo Voltaic system on the roof of the main building. i III I III I I I I III I I III � G III I III I I I I III I I Lobby * Solar panels are to be Sunpower Model E19/318 or equivalent and are to cover as III I III I ( I III III much of the roof surface as possible. The panels are to be secured to the roof with P1-2 III ( III I I I 1 ( P1-4 IiI UniRac mounting rails and hardware or equivalent. III L — -J III L — -1 L III L — -1 I * Shop drawings of the mounting system design is to be given to the Engineer for III III IiI P1-9 I approval prior to installation. III III III P1_ * The inverter panels are to be installed in the electric room as shown on the Electrical Feederz/ I — — — — drawings. II GFI I Admin. Office Chair Storage P1-8 P1-6 P2-18,20 P-1 Main Panel P1-7 Electric Meter I System Ninisters Office I I � .,.... � #3 IX - - - - - - - - - - - - - - - GFI I r- - - - - - - - ___11LJJJ L- - - - - - - - - - - - - -- 1 st 1st Floor Plan Scale: 1/4" = V-0, Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Southold, New York y Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed bhis/her Date : 3-6-2023 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 I I HRVP2-13 I P2-14,16 I I— — — — — —i I I system I I #Z I I I I I I I I I I I I I P2-215 I I I I I I Mechanical HWH I Room \ I T IR �Nffl \ HWH I To Outlets B to \ I r�- - - - - - - -_ F 7 (- - - -I � - - -I F I I I I I I I I I I \ \ I \ \ I P2-11 I I I ( I I I I \ I T \ �V / \ ATTIC I - - - - - - - - P2-10,12 2.1 / / System / #1 F F —1 - -- - - - - - - - - - - - - - - L - - - - - - - - - - - - L ___ __ - - - - - - - - - I I Attic Plan Scale: 1/4" = 1'-0' Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-62023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (- 631) 298-1986 T 1 1 1 1 1 1 1 1 � 1 J 1 �p 1 X 1 nn 1 ® MI �1 1 1 1 1 1 1 1 1 (3)1 3/4"X 16"LVL DROPPED CONT. (3)1 3/4"X 16"LVL DROPPED COt�T� ® ■-------------.ilea...................... ................ ' ................ .■ �J 1 1. 1. 1 1 1 ® 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ® 1 J > PA ; > 1 1 1 (2)1 3/4"X 117/8'LVL x1 > 1■................ 1 M 1 x1 1 1 co 1 1 1 1 1 ® 1 1 1 1 i P 1 1 (4)1 3/4"X 16"LVL DROPPED CONT. (3)13/4'X 11F LVL DROPPED CONT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 > 1 1 J >zo J 1 1 X n� X 1 1 M v 1 1 � 1 1 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (3)1 3/4"X 16"LVL DROPPED CONT. ,�, (3)13/4"X 16"LVL DROPPED CONT. ,1, (3)13/4"X 16"LVL DROPPED CONT. (3)1 3/4"X 16"LVL DROPPED C� ................ ..........................�L{_}1.......................... .......................... ....I.................. � WMMMMMWWMMWMMWW -------------- .. 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 > 1 1 J 1 J I I J 1 oo 1 1 ZD P2-15 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HRV 13/4"X 16"LVL DROPPED CONT. 7. (3)13/4 X 16"LVL DROPPED CONT. ❑ .......... ......... ==mom== ..............." .........7......R................. 1 PA 1 1 1 1 J J > J EO- co 1 � � Iv X 1 M V M 1 M M 1 Crawl Space Plan Scale: 1/4" = 1'-UCondon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Sigsbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter an item in an way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 System System System #1 #2 #3 —i- - - - - - - - - - - - - - - - - - - - — -Cond: —C-ond— ond. — — — — — — — — — — — — II II R R R R Small Gathering Place Kichen ref II o II I � _ II II II II 10 R R II II II II II II II R R R R II II II � II II II II II II II R R R R R R R R II P1-24 II 3 3 II W R Foye R R R R C� RestrooToA u R tic Lg t I R R T R R Uj n IR 3 R 00F Accessible I III III III I I Restroom L _ — J I I R R R� -� I— 7III r- -- --� III R R R R III I I III I I I III I I III R ReSirOom III I I III I I III I I I I w 3 R III III I III I I � I R I II III L -J III L L III L L III I III III III III Gall R y III III III III R R R Meeting Room R Acc�simble III III III III r Restrbo I III III III III 1-23 I III III III III R 1 - - - - - - - - - - - - - - - - - - - - I - - - - - � I � -D - Chancel -22 III III III I I M Entry Vestibule III III III So III III III III � III III III III � I S I III — III — III FI i I RVestibule I II III III 3 R R III I I III I I III III I I III I III I I I R Lobby III L III L _ L L - -J III L -J III W R R R II III III R R R R R I3 - - - - - - - - R R II - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - 2 P1-21 P1-2 R R R II II II P-1 Chair Storage Main QQQ R R Panel R R I I r Admin. Office Electric Meter I I �• w, `` ' "`` ` System Ministers Office #3 R R R IIS I k r. I L— — — — — — — — — — — — - --- 1 st --- 1st Floor Plan = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-0, Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC 1755 Si sbee Road Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing y ' g Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 L=4 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. . I I HRV I I I F - - - - I I I system I #2 I I I I I I I I I I I I I t�C Mechanical Room HWH \ From \ T IR DN Belo HWH I \ I \ I T \ / / \ \ �V ATTIC � I - - - - - - �- - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �i / I ❑ / I � / System <- - - ( I I I I ( I LL — — — — — — I I I I - _ - - _ I I I I I I I C', ol Attic Plan FScale: 4" = 1'4 Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing y 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by"followed by his/her Date : 3-6-2023S o u t h o I d, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 P1 Recepticles an Lighting Square D Model Q0130M200-200 Amp Breaker Breaker Position/Ckt# Use Breaker Size A B Breaker Size Use Position/Ckt# 1 Entry Restroom Outlets 20A-AFC 1,500 r 777"' 900 15A-AFC Entry Outlets 2 3 Meeting Room North Outlet 15A-AFC 1,080 777, 1,080 15A-AFC Meeting Room South Outlet 4 5 Chancel Outlets 15A-AFC 1,440 3 1: LIPA 720 15A-AFC .; Chair Storage Outlets 6 Transformer 7 Nfinisters Office Outlets 15A-AFC 1,080 ..r 1,440 15A-AFC Admin. Office Outlets 8 Y Gallery _ 9 Lobb Galle Outlets 15A-AFC 1,440 77771,500 20A-AFC Access Bathroom Outlets 10 11 Access Bathroom Outlets 20A-AFC 1,50077 1,500 20A-AFC Rest Room Outlets 12 13 Foyer and North Hall Outlets 15A-AFC 900 -7777 777'd- 77 1,500 . 20A-AFC Kitchen Outlets 14 15 Kitchen Outlets 20A-AFC 1,500 O THHN,THHW Feeders with 1 s 16 (1) UG Run of(3)4/0 ' ,y L , " 1,260 15A AFC Small Gathering Outlet 17 Spare No.6 Grd in 5" Sched 80 PVC t Spare 18 19 Spare 15A-AFC Meeting Room&Entry Lighting 20 21 Offices and Chair Storage Lighting 15A-AFC7,17777 15A-AFC Lobby &Gallery Lighting 22 23 Rest Roorrs and Stairs Lighting 15A-AFC 0 ' 15A-AFC Kitchen and Small Gathering Lightin 24 CT 25 Spare 7. Cabinet >, Spare 26 and Meter 27 Spare Spare 28 (1) UG Run of(3)4/0 29 Spare7-7777777 S THHN,THHW Feeders with (1) pare 30 No.6 Grd in 5" Sched 80 PVC Total Amp Load 82.5 87.0 HCM14644M Panel Total VA Load 9,900 10,440 with 400 Amp Mai Breaker 400 P2 Appliances and HVAC Square D Model Q0130M200-200 Amp (3) 3/0 THHN,THHW 200 OOA Breaker Breaker Feeders with (1) No.6 Grd in 2 1" Sched 80 Position/Ckt# Use Breaker Size A B Breaker Size Use Position/Ckt# 2 PVC (3) 3/0 THHN,THHW 1 Dish Washer 15A 348 eeders with (1) No.6 Grd in ' 2 z" Sched 80 PVC ( �.:: 348 15A Range Hood 2 3 Dish Washer 15A 1,200 15A Range 4 Square D Model 5 Range Hood 15A 3487777777,, T, Q01 30M200-200 Amp Square D Model Q0130M200-200 Amp 1,200 15A Range 6 7 Refrig 15A 1,800 15A 8 9 Refrig 15A 1,800 816 15A HVAC System# 1 AH 10 11 HRV#1 15A 471 P1 P277 77.77777 - . .. wt . .: 816115A 12 13 HRV#2 15A 471 t 816 15A HVAC System#2 AH 14 15 HRV #3 15A 471 r 816 15A " 16 17 HVAC System# 1 Cond 35A 2,616 816 15A HVAC System#3 AH 18 Electrical Riser Drawin 19 35A 2,616 ' 816 15A 20 21 HVAC System#2 Cond 40A 3,336 3,612 50A HVAC System#3 Cond 22 23 40A 3,336 :a 3,612 50A 24 25 Boiler 15A 800 77 4f, 26 27 Septic System 20A 1,500 ° 28 29 ;. Spare 30 ,,. Total Amp Loac 144.4 r.. 145.5 ` �' , Total VA Load 17,327 17,454 Yf ' Scale: 1/4" = 1'-0, Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituek New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. System System System #1 #2 #3 — — — — — — — — — — — — — — — — — — — — — — — -- -Gond.- -Cond-- --Cond-- - - - - - - - - - - - -n II II NEWSOM II � � j II 277 DFM -7 Kichen ref 03 280 CFM -- 31 CFIV Small Gathering Place S-' �/ 278 CFM— DW DW S 7 E"i II II 11 R-3- 30 CFM R- 1 281 CF l`V dR- 551 CFM ! II 11 II Hall 4 S-4 88 CFM 45 CFM II nA II II II II II II Foyer S-4 J�-7 CFM U) Restroom S-2-\ S-2-\ S-2-\ Dovff"--- ;z 17-- 11 F 777 - -� - - - - III j III j III j III II i � I III 100 CFM III 100 CFM III s- ill mom 100 CFM Vestry L — F- — -1 F- — 7 Accessidle 61 CFM IIII I I III I I III I I III I I 30 CFM Restroorll 20 CFM III I I III III I III I I I f _ \ Restroom /-R-1 III I I III I I III I I III I I I I R ® � ' ' � —271 CFM L -J L --J L -1 L -1 V=43-i=-4v L --750 CFM 51 CFM 6 x 38 III III III IT Gallery Up 12'Abov;----" III III Accessi�4 61 CFM Floor I III III III Meeting RoomIII Restroo I III III III III II Entry Vestibule III III III III Chancel III III III III II D1 III III III III I 11 III III III III II � I III III III III II I 51 CFM LIII Up 12'Abov8 —750 ChM III IIIs- 71 CFM III F- -1 III S-6- Vestibule Lobby 65 CFM !77=1 IIIL J IIIL — -1IIIL — -1 III J---J 11 Hall 6 III S-2- CFM III S-2100 CFM IIIS_2 100 CFM III III III � III - - - - - - - - - --1 III II -T I II Admin. Office u L 361 CFM -2 Chair Storage ---268 CFM S-5— II 134 CFM II II TO II II II System S-3--.77 CFM Ministers Office S- 134 CFM EL #3 180 CFM -- Sj-� 181 CFM — — — — — — — — - — — — — — — — -- — — — — — — — — — — — — — - 1 Floor Plan Scale: 1/4" V-0' Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education F Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 1 � fi.V5I I I Through KHRV Roof 277 CFM I ) I V° - I 10 x 1 Zone#2 Damper I 280 CFM V° V° 12 x 12 (I 11 Z e#1 Dampe 281 CFM V° V° V° 10 1 10" 14x14 Ij 2 8 CFM 18 x 18 Systrm i #� 16 16 110" 10"0 EBD Bypass Damper 45 CFM y and 12" 0 Duct 280 CFM 1281 CFM 1-1714"0 551 CFM "0 88 CFM 3" I I I 1 � — - - - �6CFM I 1 I 7 CFM 1 I I o Mechanical 1 I I Room I � I II HWH I it I � 4.. I T IR �Nj (ZH 84 CFM _ _ _ _ \ \ I V° I I { I r�- - - - - - -_ F - - � F - - � F ATTIC V° 61 CFM 4.. 21 I I I I I I I I I \ \ I � I I I I I I I I I I I \ I I I I \ \ 271 CFMJi UNFINISHED ATTIC L -J 1-- — — -J L — —1 L J \ Thr II h E-23-] 1 I 10 \ \ I Roof ( I I \ f \ I V° 61 CFM 4"0-,,_00 i l , II EBD Bypass Damper 00 1 and 12" 0 Duct Meeting Room V° 4.. — — — — / Z n #3 Damper Id 65 CFM j L 14 x 14 Zone#2 Damper I _ _ _ System I I / Zone#1 D6mper CO ,L 00 X ox 00LL 6 I I I L V° 134 CFM 1 1 / 268 CFM1 — — — V° 134 CFM �I— - - - _ �J ❑ ----------- TO-,, , 1 1 361 CFM l i 12" II I I l F— - - - - - -7 I 1 I I wLa� I II t- - - - - - - - —J Vo 11 II I II I 1 1 $ 8112) II I 180 CFM I I I 181 CFM — - - - - -1 L - - - -L -- 7:L V - - - - - — 1 � TT - - - - - - - - - - - - - - - - - - - - - - - - Attic Attic Duct Plan Scale: 1/4" = 1'-0' Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education I Aft Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC1755 Si sbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Southold, New York Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 3-6-2023 signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 T 1 1 1 1 PA 1 1 1 J , J X � 1 M 1 1 1 1 ® 1 1 ® PPED CONI. ■-------------lVal ww(w) 3 wMMMMMMMMMMMMwwwwwwwww14-X 16-LVL DROPPED CONT. (w)MMMMMMMMOMMMM ww.wwwwww.w.wwww w■ 1 � � 1 1 ® 1 1 � � 1 1 1 1 � � 1 z 1 ' � � 1 � � 1 1 J® PA ® 1 ? 1 1 1 � `D 1 1 (2)1 3/4"X 117/8"LVL X 1 S'1■wwwwwwwwwwwwwwww I x Mg �1 1 1 M1 1 � 1 1 1 � 1 1 1 i p 1 1 (4)13/4"X 16"LVL DROPPED CONT. (3)13/4"X 16"LVL DROPPED CONT. ,1 II ��._e••II 111111••••••������1••••••111111 1 1 1 1 1 � 1 � 1 � 6 x 38 6 f 100 CFM i 100 CFM i 100 CFM 1 1 i 20 CFM p 12'Above 1 1 Floor1 ED BT 3„ 1 ILOx x1 1 M 30 CFM 4„ 51 CFM MI 1 �1 1 1 1 v°k° V° VD VD VD 1 , 1 1 8x8 1 VOL4. 22 x 16 750 CFM ' � .a (3) 3/4"X 6"LVL DROPPED CONT. ° (3)1 3!4"X 16"LVL DROPPED CONT VD ° 1 (3)1 314"X 16"LVL DROPPED CONT. (3)1 3!4"X 16"LVL DROPPED COP .wwww wwwwwwww .wwwwwwww ..........w. ------www------ wwww www10 -----wwwwwwwwww www � --w■�ww.--ww---ww.ww--w wwwwwwwwwwwwwww -..www--w..----ww 1 4„ I 51 CFM X 1 750 CFM 71 CFM ; ; 610-1/f1 7 FM 1 1 1 1 1 1 6 1 1 1 1 1 1 1 1 1 -7-58 CFM Up 12'AbovB 24 x 16 1,500 CFM 1 1 1 1 1 1 Floor 1 X 100 CFM 100 CFM 1 100 CFM 1 1 1 1 1 1 1 1 1 5,1 1 1 1 6�� RV 1 1 1 6" 6' 1 1 1 1 1 / 1 1 ' 1(4)1 3/4"X 16"LVL DROPPED CONT. '�''� (3)1 3W X 16"LVL DROPPED CONT. iwww■`w.w--w--w..-wwly e■.-w-www.w7ww...w�---------------ww II•• ••II II PPA��••II 0) to X 1 1 Vents Above N Grade an 1 J e/w Screens 1 1 -- r' Ix 1 � x IM v Up to Air Handler 1 Crawl Space Duct Plan Scale: 1/4" = V-0' Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or y y y Southold, New York Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered b "followed b his/her Date : 3-6-2023 631 298-1986 signature and the date of such alterations,and a specific description of the alteration. System Specifications Notes: Ducts Minister and Notes: Administration *All trunk and run out ducts areto be rigid galvanized. Flexible ducts are only to be used at Location Offices Kitchen, Small Main Meeting All a ui ment is to be furnished and installed in accordance with the New York State and and Gathering q p connection points Return Diffusers and Grilles Lobby and local Building Codes and the manufacturer's instructions. All equipment is to be tested and Restrooms Room balanced in accordance with the manufacturer's instructions and the air flows shown in the *All run out fittings are to be egaipped with balancing dampers. Attic Mech drawings. Designation Manufacturer Model Description Room * Run out ducts are 6" round gavanized unless noted otherwise. All work must be done in a neat and workman like manner. System# 1 2 3 * Duct sizes shown on the drawngs are interior dimensions. R_1 Anemostat Model TL-1W 40 x 9 (WxH)-2" Spacing, 00 Deflection Floor Return Grille y Air Handlers and Compressor/Condenser Units Design Loads * Floor joists/girders/trusses are not to be notched or cut. Consult the Engineer regarding R-2 Anemostat Model SLAR- 75-3 36 "- Slot Ceiling Return Grille- 3 Slots * Equipment is to be Carrier Equipment. blockages due to floor framing nembers. Sensible Cooling (BTUH) 14,670 17,847 18,336 R_3 Anemostat Model SLAR-75-3 24 "-Slot Ceiling Return Grille-3 Slots * All equipment is to be installed in accordance with the manufacturer's specifications. *The interiors of all diffuser and return duct boxes are to be painted black. Latent Cooling (BTUH) 4,793 7,321 15,767 Anemostat Model SLAR-75-4 36 "- Slot Ceiling Return Grille -4 Slots *Air handlers installed in attic spaces are to be suspended from the roof framing. *The duct system is to be balarced to produce the air flows shown in the drawings. R-4 Total Cooling (BTUH) 19,464 25,168 34,103 *The fans used in the systems are to be Electronically Commutating Motors (ECM). R-5 Anemostat Model SLAR-75-2 24 "- Slot Ceiling Return Grille -2 Slots Y Y 9 ( ) * Supply Ducts are to be insulated with a minimum of R-8 insulation. * Refrigerant is to be R 410A. * Return Ducts are to be insulated with a minimum of R-8 insulation. 26.6 29.1 50.6 Supply Diffusers and Grilles Heating (MBH) *All condensing units are to be equipped with Suction Line Accumulators. * Panned ducts are not to be used. * Honeywell thermostats are to be used to control the systems. *All duct seams and joints are t:) be sealed with mastic. Designation Manufacturer Model Description System Specifications *Verifythe proposed location of condensers with the Architect prior to installation p p p *All ducts are to be cleared of all construction debris prior to final completion. S-1 Anemostat Model AL1 12-2.5-FG 2 x 12 Slot Floor Diffuser Air Flow (CFM) Part/Full Load 900/720 1,200/960 1,500/ 1,200 * Furnish and install all signal and power electrical wiring. * Return ducts are to be acousti,ally lined. Air Handler Model No. * FE4ANB006 FE4ANB006 FE4ANB006 S-2 Anemostat Model AL1 12-5-FG 5 x 12 Slot Floor Diffuser * Furnish and install all piping and pipe insulation and valves for heating in all units. * In rooms without dedicated returns, the doors are to be undercut to allow air in room to Condenser Model No. * 24ANB736A 24ANB748A 24ANB760Areturn to return duct. The HVAC contractor is to coordinate this work with the GC. *All condensers are to be equipped with suction line accumulators. S-3 Anemostat Model AL1 12-3.5-FG 3 1 x 12 Slot Floor Diffuser * Metal pans with float switches are to be installed under all air handlers/systems located in Boiler finished spaces and/or in unfinished spaces adjacent to finished spaces. S-4 Anemostat Model SLAD-75-1 12 " - Slot Ceiling Diffuser- 1 Slot * See notes * Condensate drain pipes are to be routed to condensate pumps Hot Water Coil ** AXW110 AXW110 AXW110 Air Handler Equipment All units are to be equipped with drain pans with float switches. S-5 Anemostat Model SLAD-75-2 24 "- Slot Ceiling Diffuser-2 Slots Zones 3 3 1 * Zone Dampers are to be EWC dampers and Model BMPlus5000 control system with *Air handlers installed in the attic spaces are to be supported by the roof framing and are supply air temperature sensing capability. Supply air temperature sensors are to be installed S-6 Anemostat Model SLAD-75-2 12 "- Slot Ceiling Diffuser-2 Slots * Carrier Equipment not in contact with in the supply ducts in accordance with the manufacturer's instructions. Model EBD bypass he floor framing. dampers are also to be installed ** Precision Coils S-7 Anemostat Model SLAD-75-3 24 " - Slot Ceiling Diffuser-3 Slots *Aprilaire Model 700 humidifiers are to be installed in all of the systems in accordance with * Bathroom fan ducts are to be 4"0 semi rigid tubing and are to be terminated in the exterio the manufacturer's recommendations. walls with louvered vent hoods. S-8 Anemostat Model SLAD-75-3 36 "- Slot Ceiling Diffuser-3 Slots * Aprilaire Model 2200 High Efficiency Air Cleaners are to be installed in each of the The range hood is to be vented with metal duct in conformance with the manufacturer's systems. specifications. The duct is to beterminated in the exterior walls with the vent hood specified Auto Air Eliminator for the vent hood by the manufacturer. 1 " 0 Type L Copper /_'with 1X2 " Insulation Heat Coi Auto Air Eliminator Boiler Notes: * Boiler-Weil McLain Model EVG 220 Net IBR = 179 MBH Gas Notes: System#3 Fired Diffuser and Grille Locations 1 " 0 Type L Copper * Boiler and water piping is to be filled with 40% Glycol water solution. with 1X2" Insulation * Diffuser and grille locations are schematic and must be Heat C 'I * Ci culator Pumps are to be Taco Model 0013-SF3 unless indicated coordinated with the Architectural floor plans, ceiling plans and otherwise. interior elevations on all relevant sheets. *Water supply and return lines are to be insulated with a minimum of Bathroom Vent Fans Taco Model 0013-SF 1 %2"foam or fiberglass insulation. Vent Fan#1 - Fantech Model FR100 - Non Continuous-With * The boiler and heat coils are to be tested for leakage in accordance Motor Controller with the manufacturers' instructions. Building Ventilation * Floor joists/girders are not to be notched or cut. Holes required for 1 " 0 Type L Copper I pipes are to be drilled through joists/girders in accordance with the Fantech HRV Model SHR 450 -3 Units- 300 CFM each with 1y" Insulation following: Thermostats Controls #1 #2 # - Holes should be no larger than Y3 the depth of the joist or girder. - The holes should be no closer than 2 inches to the edge of the Crestron CHV-THSTAT Thermostat System#2 Aut Air Eliminator joist/girder. * Consult the Engineer regarding blockages due to the floor framing members. Water Supply _ Heat Coi Design Data Outdoor Summer DB = 83° F Outdoor Summer WB = 71° F 12" 2" 0 Type L Copper Outdoor Winter DB = 10° F Max with 1X2 " Insulation Indoor Coil Entering Cooling DB = 75° F Indoor Coil Entering Cooling WB = 63° F Indoor Relative Humidity Cooling = 50% System#1 Indoor Coil Entering Heating DB = 72° F Indoor Relative Humidity Heating =40% " f; Super Stor Model Super Stor Model SSU-119 SSU-119 = ® Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-0' Condon Engineering, P.C. First Universalist ® Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church ® Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by"followed by his/her Date : 3-6-2023631 298-1986 Southold, New York Weil McLain Model EVG 220 signature and the date of such alterations,and a specific description of the alteration. . � �i • o� o/ 'G.Goy` �,%� $� �a' 0�6 `�`y s v� IX ' I to do Pcb I ,P�G 2 \ I r,� O' bC0 eel 0 eo� Vol ,GRAVEL W�LK G. .0. � / \\\ 11 29 -c.0. \ N I . PROPOSED U.G. GAS SERVICE a•5 1 TEST HOLE ` o I ! (CONNECT TO EX. STUB) / I 32.0, , 1 1 o I �� I I Q PROPOSE 1-STORY H m l� C.O. TUCKERS LANE UNFINISH D CRAIL SPACE 85.^ (ME . ONLY) \1 O O 600q20 4.0 ' M ?9 F.F. 29.5 �'` �, o N� r o PR I OSED 1 1/2"WATER SERVICE \ � p , \� 9 I � 3 967 SF 0 (CONNECT TO EX. TAP) P 0 D IG. \ � 28--_ o� ELE& C R E `� o `� CQ �� 5 0 \ O \ 'NN �' N \\� X55' 29 � �n ! I m 1 13.o, M 125, ` w EX.WATER i i \� CO \� c MAIN ., I �� Co LOI �� _ 7 -- 00 ," I 2 � I �---- ""'� ASPHALT j���? o w • INN ` PARKING z L Q I I N �� 26 Z Ot— J " \ 1 z Z to M —2 t— :D 1 1 i i 1 1 ASPHALT co \\ (n p p �> \ i PARKING I `\ ri '► t,. o I ( N N N / .D � 1 I \\ '3 w W p 'o 27� �� Ldv Q I ` w LL- - — U v EX. G SERVICE 27 ca 1 NO PROPOSED U. I � m ELECTRIC SERVIC 32.4' 7,0" WATER SERVICE . — . — — — _ r 2 ;� z 0 v ASPHALT � \ ` — N g 0� PARKING — --� —T cn w ,; o \ N o� " W o 2" T LINE TO RO \\ " C.O. WITH BON FILTER I I c\2 1 1 ANN O N \ 25 �6zz 1 \ p I I r-i \ 23-il) w' 24 F, ------------------------- ,�, �. o ��' I w N =I N74050'00"W 4 CHAINLINK FEIJCE ALONG LINE 247.04' _ K, � I, LAND N/F OF 41 "'I 51750 ROUTE 25 LLC Scale: 1" = 20'-O" S.F. RESIDENCE .. CONNECTED TO PUBLIC WATER M. Scale: 1" = 20'-0" Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. Notes: * All wiring and equipment are to be be provided and installed by the Electrical contractor(EC) in accordance with the National Electric Code (NEC) and Local System System System Electrical Codes. #1 #2 #3 * The EC will file all necessary forms and pay all fees for the electrical work shown � — — — — — — Gond- -C-end- end. _ _ _ _ _ _ _ _ _ _ _ Tl on these drawings. The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of I ° ° ° ° I the work. Route HV feeders underground from transformer to distribution pole or UG interface in coordination and cooperation with PSEG specifications. Oref I * Route LV feeders underground from transformer to CT and meter cabinet and to Kichen I main panel in cellars of the main house and pool house. oref O I *All foundation penetrations for entry of directly buried feeders are to be equipped Small Gathering Place (� with galvanized steel sleeves. RMC is to be used at all other foundation and floor DW DW Ill-a Ill penetrations. The sleeves and conduit are to be installed prior to pouring of the foundation walls and floor slab. --- I I * Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be Iabeled.The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. * The electrical panels are to be e/w surge suppression devices. LL II II * GFCI and convenience outlets are to be Lutron "Architectural Style"duplex type. Switches are to be Lutron Nova series dimmers and matching on and off and three and four way switches by Lutron. Color: White II * Unless noted elsewhere in the Architectural Drawings, the following typical mounting heights above finished floor are required for the devices shown: Z_ZI I " PVC Up Through Roof -All receptacles are to be 16"above finished floor(AFF) unless noted otherwise. JU -All switches are to be 44" above finished floor(AFF) unless noted otherwise. I I 72 Ci �_ " PVC Down - Floor outlet locations shown are approximate and shall be field positioned Foyer I I by owners once furniture layouts are known. -All GFI outlets to be centered 42" above finished floor AFF unless .. _ �u (AFF) otherwise shown on interior elevations. U -Telephone & Computer Jacks are to be 16"above finished floor(AFF) unless noted otherwise. F ���������� � ����� ��� ������ �� �� � ��— Restroom - Power Panels the tops are to be 72"above the floor. ( " PVC Up I * The heights shown shall be to the bottom of the mounting box Gas Meter I Do unless otherwise noted. *All circuits feeding outlets and lighting are to be Arc Fault Circuit breaker protected. III III III I L _ _ J * Install and wire all lighting fixtures, switches, outlets, as shown in the drawings. Restroomf2' " PVC Yp Throug"oof-I III r- — -1 (- — � III f — -1 III Vestry * Install all necessary wiring to the mechanical equipment, condenser units and I Accessible I III I III I I III I III Restroom I thermostats in coordination with the HVAC contractor. PVG� I I I III I I III I I I I *All switch and outlet boxes,junction boxes, and pull boxes installed on the exterior III I I III I I III I III ® 2" PVC PVC U� Through Roof are to be galvanized steel and rated for exterior use. "'-- I *All exterior outlets are to be housed in weather proof enclosures. —� III L - -J III L — L L — L III L - -J III ® I F III III III III I * Dish washing machines are to be GFI protected. III III III I Accessible * Install (2)4x804"AC grade plywood backboard panels for the computer and III III III i Restroom communications equipment on the wall in the cellar adjacent to the electrical panels. III III Meeting Room III F * Furnish and install new telephone and computer jacks and wiring as shown in the III III I I ( III drawing. All jacks are to be wired with Cat 5 cable and are to be "home runned" and Entry Vestibule - — — III — — — — — — III III III I terminated on a 66 type block on the plywood backboard located in the cellar. The Chancel I cables are to be neatly secured with staples to the backboard. III III III ISI DIN Ln *All TV jacks are to be type F connectors and are to be wired with RG59 coaxial cable. The cables are to be home run to the plywood backboard in the cellar. All III III III I cables are to be stapled neatly to the backboard. III III III I i I I * Coordinate location of vent fans in bathrooms with lighting and ceiling diffusers. III III III I — III — III — Solar I- 7 III �l F- �I III f- -1 III Vestibule I * Install a Photo Voltaic system on the roof of the main building. I III I I III I I I I III I I I I * Solar panels are to be Sun ower Model E19/318 orequivalent and are to cover as III III I I III III Lobby I much of the roof surface as possible. The panels are to be secured to the roof with III I III ( I III I ( I UniRac mounting rails and hardware or equivalent. I III I I III I I I I III I I I I III L — J III L — I L — -J III L — J III I * Shop drawings of the mounting system design is to be given to the Engineer for III III III I approval prior to installation. III III III * The inverter panels are to be installed in the electric room as shown on the U — — — — drawings. II I I II — — — — — — — — — — — — - - - - - - - - - - - - - - - P-2 II II I � II I � P-1 II Main Admin. Office Panel System Ministers Office77 L- - - - - - - - - - - - - - - - - -� f- - - - - - - - - - - - - - _l_lJJ,. ; I I . •.,,p�, r e L- — — — — _ — —I 1st Floor Plumbing Plan = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-0, Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituek, New York 11952 Southold, + PIMAZ Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 S outh o l d, New York signature and the date of such alterations,and a specific description of the alteration. e ) To Septic System an o o o o o C%-1/ ---------------- 0... 2"0 C1 ref co \4"0 C1 Co 12,10 C1 ref 11 ------------- ------------------------------ ------------ C.0 DW DW /4110 C1 co z �::,I co C:) \4"O C1 co z \4V C1 \4"0 C1 \4110 C1 co (3)13/4'X IT 1 VL DROPPED CONT. (3)13/4'X IF LVL DROPPED CONI. MMMMMM MMMMMMMM P-7. - z \4"O C1 2110 C1 2" PVC 1 rom Above 110 C1 /4 co > co To Grease Trap 110 C1 1 (2)13/4'X 117/8"LVL C1 X \4110 C1 C Cl) \4"O C1 2'0 C1 z X m 0 EA 16 NJ= w w - jp 17171 'ONT (3)13/4'X 16"LVL DROPPED C Gas Servic Gas Meter \4"0 C1 U, I .7' 1 X I \4"O C1 \4"0 �-V, (3)13/4-X 16"LVL DROPPED CONT. (3)13/4'X IT LVL DROPPED CONT. (3)13/4"X 16-LVL DROPPED CONT. (3)13/4'X 16-LVL DROPPED CQNT� ---------------- --------------------tl�- ---------------------- ----------------------- -17!�- -------------- > co \1 1/2"0 Water Service LE 1(4)13/4'X 16"LVL DROPPED CONT. r7". (3)13/4'X 16"LVL DROPPED CONT PA _j > >1 Cl) Crawl Space Plumbing Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-0'1 Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Roof I Y2'.CW 1 11 CW I I . I I I I I I I I 1 � j I v Boiler I Accessiblo Restrooms I I I — I I Vestry Re$troom — 1" HW Entry Restroom ��� I `�� .4 I F-1 I Tj I �� (� I N ; "4 N CO ) 1 I ! I I — — — — I I CO N ! i I CO Super Super i �J CO — Stor Stor I N CO = SSU SSU i i Calleffi Model 132458AFC CO To Septic System 119 119 Balancing Valve 4" 4" CO 4„ CO 1 Guest Bathroom 118 Weil McLain ! Evergreen I i i • Model 9 VG ! i Entry Restroom Kitchen Vestry Accessible Bathrooms i Is Is Bathroom Roof i ! Washer Wash r Refrig Refrig I I i Air I (V Admittanc Doulale Sink Valve v =i New Building Shut Off Valv=in I i i r j Refrig. Refrig. Island Sink Dish Dish North Mechanical Roomr i 2'CV1� 1 I I I I N N ! I I N C0 Washer Washer 2"CW .._.._.._..1.._.._.._.._t._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..1.._........_.._.._.._.._..1.._........_.._--I Water Main"--- ai ._.._.._.._.._.._.._.._.._.............._.._.._.._.._.._........_.._.._.._.............._.._...................._.._.._.._.._.._.._.._.._.._........ (V To Public ose Bibb Water Meter Co 4" 41, 411 To Grease Trap Water Plumbing Riser Drawing Waste Plumbing Riser Drawings 1" Sched. 40\ 1" Sched. 4 106,500 BTU 106,500 BTU 14 " Sched. 4 — Range Oven Range Oven Weil McLain Natural Gas Evergreen Meter an Model EVG Regulator 299 512,000 BTU 2" Sched. 40 2" Sched. 40 Gas Notes: Assumptions: - Natural Gas Inlet Pressure = 2 PSI or Less - 0.5 - Inch Water Column Pressure Loss - Specific Gravity of Gas = 0.63 - Heating Capacity of Gas = 1,000 BTU/CF - Total Gas Load = 512,000 BTU = 512 CFH Gas Plumbing Riser Drawing i r Ff v < K f•' fk 4 = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0, Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Sigsbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter an item in an way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration.