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HomeMy WebLinkAbout50643-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#: 50643 Date: 5/9/2024 Permission is hereby granted to: 46770 Rt 48 LLC 127 Stirling Ave Green port, NY 11944 To: construct a commercial building for retail sales, service and storage of boats (not to exceed 25 feet in length) as applied for per ZBA, Planning & SCHD approvals. At premises located at: 46770 CR 48, Southold SCTM # 473889 Sec/Block/Lot# 55.-5-9.1 Pursuant to application dated 3/14/2024 and approved by the Building Inspector. To expire on 11/8/2025. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $5,261.50 CO -COMMERCIAL $100.00 Total: $5,361.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DE Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1T971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 h S://N Nw. o ,ltl oJd ow r�.� ov APPLICATION Date Received IPERMIT For Office UseLoniyPERMIT NOBuildingtor- VA�R 1 C 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:03/07/2024 OWNER(S)OF PROPERTY: Name:46770 ROUTE 48 LLC SCTM#1000-055-5-9.1 Project Address:46770 County Road 48 Southold NY 11971 Phone#:609-937-9801 Email:joe@peconicwatersports.com Address:64150B Main Road,, Southold JOe@pe�nlcatersports.com NY 11971 CONTACT PERSON: Name:Robert Stromski AIA Mailing Address:PO Box 1254 PO Box 1254 Jamesport NY 119 Phone#: 47 631-779-2832 Email:robert@stromSkiarchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Robert Stromski AIA Mailing Address:PO BOX 1254 PO Box 1254 Jamesport NY 119 Phone#:631-779-2832 E 47 Email:robert@stromskiarchitecture.com CONTRACTOR INFORMATION: Name:Radon Construction Mailing Address:. ry 1070 Middle Count Road, Suite 7-328, Selden, NY 11784 Phone#:631-585-0660 Email:craigp@radonconstruction,com DESCRIPTION OF PROPOSED CONSTRUCTION @New Structure ❑Addition ❑Alteration ❑Repair CID rnolition ❑Other Estimated Cost of Project: $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ONO 1 PROPERTY INFORMATION Existing use of property:Retail Building Intended use of property:Retail Business,marine sales,service&storage facility Zone or4use district in which premises is situated: Are there any covenants and restrictions with respect to Southold this property? ❑Yes RNo IF YES, PROVIDE A COPY. Chapter Check Sox After IReadi�ng,' The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by t"L 6 of the Town Code. APPLICATION IS HER MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(pri me):Robt omski AIA Autlaprize A, rit ❑Owner Signature of APplica Date: STATE OF NEW YORK) S: COUNTY OF Suffolk Robert Stromski AIA (Name of individual signing contract)above named, being duly sworn, deposes and says that(s)he is the applicant (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith.. Sworn efore me this / day of a f C No Pubvic —PR,0 PE � .� � i ( � ) ,; JANE E ST I .; NOTARY PUBLIC OIST85,2 (Where the applicant is not the owner) QUAl.l!I�i� FOLK COUNTYNy TERM xl�rralT l� cEl�c�E 1, "& ,, Joseph Flotteron residing at do hereby authorize Robert Stromski to apply on my behalf to the Town of Southold Building.Department for approval as described herein.. X / Owfi r"s Signature Date i Print Owner's Name 2 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson '*p a , a 53095 Main Road•P.O. Box 1179 Patricia Acampora t'" Southold,NY 11971-0959 + ' Eric Dantes K Office Ucation. Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) , 5, Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS d' I,e.Lc•ti( 6 TOWN OF SOUTHOLD 5EP 1 2 2023 a Tel. (631)765-1809 Mown C�Aou4 . FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7,2023 ZBA FILE No.: 77008E NAME OF APPLICANT: 46770 Route 48 LLC (Peconic Water Sports) PROPERTY LOCATION: 46770 Route 48,Southold NY 11971 SCTM No.: 1000-55-5-9.1 S QR DET'ERMINATIQJN: The Southold Town Planning Board, as Lead Agency, at the conclusion of their coordinated,has classified the proposed Action for Special Exception Approval and Site Plan Approval, as an Unlisted action pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act)of the Environmental Conservation Law,and on June 5,2023 determined that the Action having a Negative Declaration will not have a significant adverse impact on the environment. SUFFOLK COUNTY ADMTNIS fR,ATIV CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated July 19,2022 stating that this application is considered a matter for local determination as there appears to be no significant'county-wide or inter-community impact. LWRP DETE' 41NAT'ION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 4, 2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available,it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location and minimizes adverse effects of development. The proposed use is not discordant with the current business uses within the area. The redevelopment of the site with parking in the rear(except handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation. The future display of merchandise(sales) and storage of vessels in the front yard should be addressed in any decision consistent with this type of special exception use. Any designated areas should be dlearly marked on the site plan. Page 2,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 PROPERTY I°ACTSIDESCRIPTION: The subject, 37,123 square feet, .852 acre rectangular-shaped conforming parcel, located in the General Business"B" Zoning District measures 160.17 feet along North Road(also known as Middle Road,also known as County Route 48),then runs south along a commercially developed lot to the east and continues along a second, residentially developed lot also to the east and then runs west 1.50.00 feet a residentially developed lot to the south, and returns North 220.09 feet along a commercially developed lot to the west back to the roadway. The site is developed with a two-story frame building with entry step and stoop,a wood ramp„wood steps and landing allowing access to the second.floor, ,stockade and chain-link fencing, an above ground propane tank,, an underground propane tank, and gravel driveway as shown on the survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor and dated November 17,2021. BASIS OF Aff t,,ICATIO ;: Request for a Special Exception pursuant to Article XI, Section 280- 48B(12) and the Building Inspector's June 8, 2022, revised June 10, 2022 Notice of Disapproval to construct and establish a business use in General Business Zoning District,consisting of new marine sales,service and storage facility(Peconic Watersports),located at: 46770 County Road 48,Southold, NY. SCTM No. 1000-55-5-9.1. RELIEF RE CUE ST13ED: The applicant proposes to construct a new retail, commercial, building in the General Business`B"Zoning District for the purpose of establishing a business for the sales of new marine equipment(specifically boats, not to exceed 25 feet in length), repair and storage. ADDITIONAL INFORMATION: In addition to obtaining a Special Exception use permit from the Town of Southold Zoning Board of Appeals,permitting the retail sales,service and storage of boats as part of a marine sales operation,the applicant also seeks an area variance for excessive fagade presence on a single roadway. The applicant is also required to receive site plan approval from the Town of Southold Planning Board. The Zoning Board of Appeals concurrently opened this application at the same time as file 47701 relative to the amended request for 78.1 linear feet of facade width on a single roadway where the Code limits the structure's width to a maximum of 60 linear feet of width on a single roadway. The applicant provided a site plan and building elevations prepared by Robert Stromski.,Registered Architect, labeled SP-1 and A-1 dated May 9, 2022. On November 3, 2022, the Zoning Board.of Appeals received a revised Landscape, Lighting& Alignment Plan and Grading& Drainage & Utility Plan from the applicant, labeled Sheet 1 of 2 and Sheet 2 of 2, prepared by Young & Young surveyors, dated August 9, 2022. Additionally, the applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading,Drainage&Utility Plan;Lighting&.Circulation Plan;and,County Road Improvement Plan,labeled Sheets 1 thru4,prepared by Howard W.Young, Licensed Land Surveyor,last revised July 14,2023. In 2017, a prior owner,JemCap LLC, applied for and withdrew their application for Board relief under files #7079SE and #7080 relative to a proposed gas station. A historic home, Town of was relocated to the southwest corner of Horton's Lane, from this site,as part of the proposed redevelopment. According to plans submitted the applicant proposes to construct a commercial building with a footprint of 7,405 square feet on the primary floor and 1,939 square feet of space on the secondary floor with a maximum building height of 33 feet 11.5 inches and a'total lot coverage of 20„2%, including a total of 19 parking stalls,, amended to 18 parking stalls. As part of the application, the applicant provided copy of the deed between JemCap SD I LLC and 46770 Route 48 LLC recorded February 28, 2022, Town of Southold Assessor's Property Card for the subject. property, copy of a Data'l"race Certificate of Occupancy search, dated October 21, 2021, illustrating the various C ofO's on the property and including an open building permit for electric service upgrades,copy of Page 3, September 7,2023 #7700SE,4770 Route 48,LLC, Peconic Watersports SCTM No. 1000-55-5-9.1 a filing receipt with the New York State Department of State relative to the creation of 46770 Route 48 LLC dated October 15, 2021, and copy of an Operating Agreement for 46770 Route 48 LLC dated October 26, 2021. The applicant provided a Memorandum of Law,dated November 3,2022 to Board members during the public hearing. No member of the public or an immediate neighbor spoke in favor of or against this application. The public hearing was closed on November 3, 2022, subject to SEQRA determination by the Town of Southold Planning Board. FINDINGS Olt'l ACT/REASONS FOR BOARD ACTION:, The Zoning Board of Appeals held a public hearing on this application on November 3,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject parcel is generously sized to accommodate the proposed use. It sits in the General Business"B"Zoning District located on County Route 48,approximately 406 feet west of Boisseau Avenue in Southold. The parcel has 150 feet of frontage on the North Road and it lies within an established business corridor outside the hamlet center that includes two strip retail shopping centers, office buildings, a fitness center, natural gas service,auto repair shop, stand-alone retail stores and a new gas station/convenience store. There are residential properties to the south and the southeast along Boisseau Avenue but the parcel is otherwise surrounded by business zoned properties. The proposed use is clearly similar to others in the vicinity and will in no way prevent or impact the orderly and reasonable use of any adjacent or nearby property. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. The proposed use will have no impact on any permitted or legally established uses in the"B"zone or in any neighboring zoning district. The general vicinity has been and will continue to be developed by business and professional uses and surrounded,by residential development closer to the hamlet center. County Route 48 is a major highway,and the proposed use is entirely appropriate in Southold where boating and water sports are a way of life. C. That the safety,the health,the welfare,the comfort,the convenience or the order of the town will not be adversely affected by the proposed use and its location. The proposed marine sales, service and storage use is permitted in the General Business"B"zone subject to special permit and site plan approval. Although the applicant maintains that there will be no adverse impacts stemming from the proposed use, the site plan approval process addresses and mitigates any potential adverse impacts on the health,safety,welfare, comfort or convenience of Town residents related to the proposed use. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. The proposed use is permitted by special exception under the General Business regulations in the Zoning Code and is consistent with the stated purpose and intent of the Chapter to"provide Page 4,September 7,2023 97700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 for retail and wholesale commercial development and limited office and industrial development outside of the hamlet central business areas, general along major highways". I E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. Although variance relief is required relative to the excessive linear frontage along North Road, the applicant suggests the proposed marine sales, service and storage facility is entirely compatible with the character, scale, and appearance of existing uses along the established commercial corridor in Southold that include retail shopping centers,a natural gas service facility,an auto repair shop,and a new, recently built gas station/convenience store. There are multiple, other, established businesses with frontage greater than 100 linear feet of structural fagade on a single roadway, resulting in the proposed structure being visibly consistent and compatible with the surrounding buildings. F. That all proposed structures,equipment,and material shall be readily accessible for fire and police protection. The subject parcel of the proposed marine sales, service and storage facility lies on County Route 48 also known as North, or, Middle Road is a major highway within the Town of Southold and is readily accessible to both local and regional fire and police services. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management. In accordance with Chapter 236, all stormwater will be contained on site; all calculations appear on the proposed site plan subject to the approval of the Town of Southold Planning Board. In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent(whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue,interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be famished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. 1. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by Page 5,September 7,2023 MOOSE,4770 Route 48, LLC, Peconic Watersports SCTM No. 1000-55-5-9.1 the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church, school,theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. R. The conservation of property values and the encouragement of the most appropriate uses of land. S. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. T. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent(whether liquid, solid, gaseous or otherwise) that may be caused or created by or as a result of the use. U. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. V. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. W. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. X. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. Y. Whether a hazard to life, limb or property because of fire,flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. Page 6,September 7,2023 97700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 BOARD RELUTICl1 : In considering all of the above factors, motion was offered by Member Planamento,seconded by Member Weisman(Chairperson),and duly carried to GRANT, a Special Exception, as applied for,and shown on the Survey prepared by Nathan Taft Corwin, III, Licensed Land Surveyor and dated November 17,2021 and the drawings labeled Landscape& Alignment Plan; Grading, Drainage& Utility Plan; Lighting&Circulation Plan; and,County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W.Young,Licensed Land Surveyor, last revised July 14,2023. SUBJECT TO THE FOLLOWING CONDITION'S: ZThe applicant shall receive approval for the area variance, under file#7701. \2! The applicant shall receive site plan approval from the Town of Southold Planning�Board. Site access is ONLY permitted from the western `entry' driveway. 4. Site egress is ONLY permitted from the eastern `exit' driveway. 5. The property will require an amended site plan review for any change from the proposed business model. The site plan is for a marine sales, service,and storage facility for boats up to 25' in length. 6. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. 7. No boats or trailers may be displayed or stored in either side yard, or within the transition buffer area. 8. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. 9. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. Only `dark skies' cornpHant lighting is to be used, 10. This Special Exception Permit requires an operating permit and inspection by a Building Inspector from the Building Department that must be renewed annually. It is the applipant's rpisponsibility to contact the Building Department on an annual basis to schedule the required inspection. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 11. This Special Exception permit requires that the applicant complete construction on the demolition of an existing barn, converted to commercial use, and the construction a new commercial building for the purpose of retail sales,service and storage of boats(not to exceed 25 feet in length),and begin the approved special exception use in compliance with the conditions imposed by the Zoning Board of Appeals within 24 months. 12. In accordance whl the Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided, however,that: a. All conditions imposed by the special exception approval shall continue to apply unless they, by their express terms,are of limited duration. b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply, regardless of whether any such conditions were expressly incorporated into the special exception approval. c. The Zoning Board of Appeals shall retain continuing jurisdiction over the same. d. A special exception use which has been discontinued for a period of one year or more shall be deemed abandoned. Page 7,September 7,2023 #7700SE,4770 Route 48,LLC,Peconic Watersports SCTM No. 1000-55-5-9.1 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdictibn and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 290-141 oj'the Town Code. Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora and Planamento(3-0)(Members Lehnert and Dantes Recused) Leslie Knees Weisman,m Chairperson Approved for filing / / /2023 - r ._...�....._... ... ..... ai d i 4A ( I T. :;i r aN .. _... 4a 4 ui$ P 71 41 ylti' $ U11 . .................. Kit ............ 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I✓re � � d. d Nt ^? pk Him a A � g`. � �1 y aY 1 2 1 g R dy k �k dza ,�V,1a l r r p /. i d yeµµ d G cs glg ���a �Od✓�a ��.�� rld �+ +���, ^ Of rPar 1 HID My. youp1 � a BOARD MEMBERS so Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes ffice Locat m: Robert Lehnert,Jr., Town Annex/Fast Floor Nicholas Planamento " 54375 Main Road(at Youngs Avenue) � NTL Southold,NY 11971 RECEIVED http://southoldtownny.gov jL 10:5 ZONING BOARD OF APPEALS SEP 9 2 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 PL Southo SOW n Clerk, F FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 7, 1023 ZBA FILE: #7701 NAME OF APPLICANT: 46770 Route 48 LLC (Peconic Water Sports) PROPERTY LOCATION: 46770 Route 48,Southold NY 11971 SCTM: 1000-55-5-9.1 SE RA D E, INATION: On December 19,2022,the Town of Southold Planning Board,pursuant to 6 NYCRR Part 617 of the State Environmental Quality Review Act (SEQRA), and subsequent to the completion of a coordinated review, declared itself as Lead Agency for the Unlisted Action of a proposed construction of a 2-story 9,652 gross square feet marine sales,service,and storage facility(after demolition of an existing structure) on a 37,123 square feet parcel fronting County Route 48 in the General Business "B"Zoning District, Southold. Based upon a SEQRA review conducted by the Southold Town Planning Department and their Notice of Determination of Non-Significance, on June 5, 2023 the Planning Board determined that the proposed Action will not have a significant effect on the environment and issued a Negative-Declaration with the following considerations: a 12/2022 Site Plan ar 5/2023 Revised Site Plans and Truck Template - • 5/2023 Photo simulation of build-out 0 5/2023 Southold Town Architectural Review Committee minutes FF L CY AlATI ✓E CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 19, 2022, stating that this application is considered a matter for local determination as there appears to be no significant county-wide.or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP)Policy Standards.The LWRP Coordinator issued a recommendation dated October 4,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. u Page 2, September 7,2023 #7701,46770 Route 48,LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. The proposed use is not discordant with the current business uses within the area. The redevelopment of the site with parking in the rear (except handicapped) supports the Suffolk County Route 48 NYS Scenic Byway designation. The future display of merchandise(sales)and storage of vessels in the front yard should be addressed in any decision consistent with this type of special exception use. Any designated areas should be clearly marked on the site plan. PROPERTY FACTSIDESCRI PTIL]1�G: The subject, 37,123 square feet, .852 acre rectangular-shaped conforming parcel, located in the General Business"B" Zoning District measures160.17 feet along North Road(also known as Middle Road,also known as County Route 48),then runs south along a commercially developed lot to the east and continues along a second,residentially developed lot also to the east and then runs west 150.00 feet a residentially developed lot to the south, and returns north 220.09 feet along a commercially developed lot to the west back to the roadway. The site is developed with a 2-story frame building with entry step and stoop, a wood ramp, wood steps and landing allowing access to the second floor, stockade and chain-link fencing, an above ground propane tank, an underground propane tank, and gravel driveway as shown on the survey prepared by Nathan Taft Corwin,III,Licensed Land Surveyor and dated November 17,2021. BASIS O A;PPLICK11ON: Request for a Variance from Article XI, Section 280-50C and Building Inspector's June 8,2022, revised June 10,2022 Notice of Disapproval based on an application to demolish an existing building and construct a new marine sales, service and storage facility (Peconic Watersports), at; 1) measuring more than the maximum permitted 60 linear feet of frontage on one street; located at: 46770 County Road 48, Southold,NY. SCTM No. 1000-55-5-9.1. RELII k REQUESTED: The applicant requests a variance to demolish an existing barn, converted to commercial use,and construct a new commercial building for the purpose of retail sales,service and storage of boats(not to exceed 25 feet in length),where the proposed structure will have a front facade width of 95 linear feet along North Road where the Code allows a maximum of 60 linear feet of facade width fronting on any single roadway. AMENDED APPL,I . TION: As part of the Town of Southold Planning Board site plan review, the applicant, amended their design to better accommodate concerns brought forward by the Planning Board and Staff thereby reducing the requested front facade width of 95 linear feet along North Road where the Code allows a maximum of 60 linear feet of facade width fronting on any single roadway, to 78.1 linear feet as illustrated on the signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage&Utility Plan; Lighting&Circulation Plan;and,County Road Improvement Plan,labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and dated August 9, 2022, last revised July 14, 2023. TOWN OF SOUTHOLD PLANNING BOARD This application was referred to the Town of Southold Planning Board. In the Board's response dated July 25, 2023, the Planning Board offered commentary as follows: t U Page 3, September 7, 2023 47701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 1. Special Exception: As noted,special exception approval is required pursuant to§280-48(b)(12). After review and revision,the proposed special exception use at this location is consistent with many aspects of the Town's Comprehensive Plan. Chapter 5 of the Comprehensive Plan focuses on Community Character. In 1992,the New York State Legislature recognized and identified Country Route 48 as a Scenic Byway through the New York Scenic Byways Program. This transportation corridor is representative of the region's scenic, recreational,cultural,natural, historic,and archaeological significance. The area's character is commercial, with large older developed parcels that lack modern smart design principles. The uses are diverse, with automotive repair, restaurants, deli, real estate, retail, and a furniture shop, among others. Two strip mall designs are near the parcel. The site plan design of the subject parcel incorporates vegetation and architectural features to soften the facade of the large, proposed building. Most parking is located at the rear of the building (excluding ADA-required spaces). Transition buffer areas abut all residential districts establishing a vegetative screen. Control of vehicle display areas and promotion signage is recommended for the site to be in harmony with the scenic byway. n Chapter 7 of the Comprehensive Plan focuses on Economic Development appropriate for Southold Town. The proposed project as a marine sales and service business is consistent with two of the five goals established in Chapter 7 including: facilitating the growth of existing business sectors such as retail/service-based and maritime-related industry and encouraging the support of existing maritime uses. In addition, goal 2 calls for projects such as the proposed to be encouraged to be developed in such a way that does not compromise the unique character of the town. Through the site plan review, the applicant has modified their original building and site plan design to respond to comments from the Architectural Review Committee and Planning Board. In addition, the applicant has improved screening and transition buffers to ensure the streetscape and neighboring residential areas are not negatively impacted by the proposed project. The Planning Board supports the special exception,however,thare are two key areas that require further consideration: (a) The western driveway access lies less than the required 10' distance from the neighboring property line pursuant to §280-48(b)(12). The access is designed to comply with Suffolk County Department of Public Works' comments requiring a 33' radius from the access lane on Country Route 48. The intent of this special exception requirement was to create a safe distance between access points to neighboring business properties and ensure adequate space for entering/existing a property without impeding traffic. (b) There are a variety of uses allowed in the B-Zone that would necessitate more parking than is currently required for the proposed site plan. Additional parking cannot be accommodated on this parcel due to the size of the proposed building. The Planning Board is considering including conditions to require an amended site plan review for any changes to the proposed business model. 2. Area Variance: A variance for the linear footage is required pursuant to§280-50(c). The proposed structure with 78.1 feet(reduced from initial application of 95 feet)of linear footage on County Route 48 is over the code allowance of 60 linear feet. The applicant has worked closely with the Planning Board, Planning Staff and Architectural Review Committee to minimize visual impacts imposed by the proposed project. Given the nature of the business as proposed by the applicant, and the design Page 4, September 7, 2023 #7701,46770 Route 48,LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 modifications proposed in the revised plans, the Planning Board supports a variance to allow for the 78.1 linear footage. 3. SEQRA Negative Declaration(attached): The Planning Board as Lead Agency under SEQRA issued a negative declaration on June 5,2023. 4. Based on the site plan review and SEQRA assessment,the Planning Board is considering the following conditions for the application: a. Require an amended site plan for any change from the proposed business model. The site plan is for a marine sales,service,and storage facility for boats up to 25' in length. b. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. c. No boats or trailers may be displayed or stored in either side yard,or within the transition buffer area. d. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. e. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. TOWN OF S,Olw9'1 HOLD ARCI[ITEQ 'RAI,RE VIEW C MMI I[`Tl E:e As part of the Town of Southold Planning Board site plan review,this application was forwarded for consideration to the Town of Southold Architectural Review Committee,who presented the Zoning Board of Appeals with a copy of their minutes of the March 9, 2023 public meeting, with the following recommendation to the Planning Board, disapproving the application: • The site is located prominently on CR 48 in a context of small, clustered, low-rise retail spaces. • The proposed building includes sales, service & storage space totaling 10,360 square feet. The ARC views this project as retail space that is well above the maximum 8,000 square feet allow under`Retail Building Standards for B Districts" §280-48(a)(2)(a). • The proposed building massing is too large for this location and not compatible with nearby development. Exterior elevations need more articulation for better pedestrian scale. Warehouse- type 30 feet high structures for boat sales, service and storage should be located near other similar structures, near water, and/or screened from major view shed. • The proposed exterior materials and finishes include: o Roof-standing seam metal,color`Cool Shell Gray' o Siding—two types(fiber cement board in stack bond, `Gray' and vertical corrugated metal panels, `Cool Ocean Blue') o Openings 8 feet by 8 feet Ca[-Wal translucent panels o Doors& Windows, anodized aluminum frames, natural finish • The Architectural Review Committee notes that pre-finished standard corrugated metal siding is not an allowable building mater in B Districts. Also, this may apply to the large cement board siding. • The buffer area on CR48 should include more landscaping to prevent the area from being used as overflow parking or boat storage. • Exterior signage and lighting plan with exterior light fixture specifications should be included in the final Architectural Review Committee submission. Page 5, September 7,2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000=35-5-9.1 Subsequently, as a part of the ongoing Planning Board site plan review process,the Architectural Review Committee,during their May 22, 2023 hearing approved the revised project plans with the following comments: • Overall footprint& bulk have been reduced, and are more acceptable. o Building front setback is increased by 4.7 feet o Peak roof height is lowered by 6 feet o Eave height is lowered by 6 feet 10 inches o Total GSF is reduced by 681 square feet(from 10,333 square feet to 9,652 square feet) • Horizontal lap siding is preferable to metal siding, and is recommended for the front and both east and west sides of the structure as drawn(accompanying note should be revised). • A general simplifying of architectural detailing is recommended including: o Replacing all stone veneer with stucco o Deletion of decorative shutters o Removal of west garage door decals o Simplified square column capital and plinth on stucco pedestal. • Landscaping is improved,except ARC recommends deletion of infrequently used concrete over- runs,to increase permeable surface. • Lighting and signage are acceptable. ADDITIONAL INFORMATION: In addition to seeking a variance for excessive facade presence on a single roadway, the applicant is also required to receive site plan approval from the Town of Southold Planning Board and is also required to obtain a Special Exception use permit from the Town of Southold Zoning Board of Appeals, permitting the retail sales, service and storage of boats as part of a marine sales operation. The Zoning Board of Appeals concurrently opened this application at the same time as file#7700SE relative to the Special Exception permit request. The applicant provided a site plan and building elevations prepared by Robert Stromski, Registered Architect, labeled SP-1 and A-1 dated May 9,2022. On November 3,2022,the Zoning Board of Appeals received a revised Landscape, Lighting&Alignment Plan and Grading&Drainage&Utility Plan from the applicant, labeled sheet 1 of 2 and sheet 2 of 2, prepared by Young& Young surveyors, dated August 9, 2022. Additionally, the applicant provided signed and sealed drawings labeled Landscape & Alignment Plan;Grading,Drainage&Utility Plan;Lighting&Circulation Plan;and,County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and dated August 9, 2022, revised July 14,2023. In 2017,a prior owner,JemCap LLC,applied for and withdrew their application for Board relief under files #7079se and #7080 relative to a proposed gas station. A historic home, was relocated to the southwest corner of Horton's Lane, from this site,as part of the proposed redevelopment. According to plans submitted the applicant proposes to construct a commercial building with a footprint of 7,405 square feet on the primary floor and 1,939 square feet of space on the secondary floor with a maximum building height of 33 feet 11.5 inches and a total lot coverage of 20.2%, including a total of 19 parking stalls,amended to 18 parking stalls. As part of the application, the applicant provided copy of the deed between,JemCap SD I LLC and 46770 Route 48 LLC recorded February 28, 2022, Town of Southold Assessor's Property Card for the subject Page 6, September 7, 2023 #7701,46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-3 5-5-9.l property, copy of a DataTrace Certificate of Occupancy search, dated October 21, 2021, illustrating the various C of O's on the property and including an open building permit for electric service upgrades,copy of a filing receipt with the New York State Department of State relative to.the creation of 46770 Route 48 LLC dated October 15,2021,and copy of an Operating Agreement for 46770 Route 48 LLC dated October 26,2021. The applicant provided a Memorandum of Law, dated November 3, 2022 to Board members during the public hearing and attached two examples of prior relief granted in the immediate area, including ZBA file #4876 Schlaefer(1670 Furniture House)and file#5503 Vaccariello(Southold Floor Covering). In a letter dated July 6, 2023,the applicant's agent reaffirmed the amended relief for the front fapade width as 78.1 linear feet where a maximum of 60 linear feet on any single roadway is permitted. The applicant provided signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage & Utility Plan; Lighting & Circulation Plan; and, County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W.Young,Licensed Land Surveyor and dated August 9,2022, last updated July 3,2023,reflecting Planning Board comments. These documents include the most recent site plan, illustrating a proposed western driveway access, less than 10 feet from the neighboring property line,pursuant to §280-48(b)(12). The access is configured that way to comply with Suffolk County's requirement for a 33 feet radius from the access lane on CR48. In presenting this revision,the applicant requests de minimus variance relief from the Zoning Board to allow the western access driveway to remain in its proposed location. The intent of this provision was arguably to create a safe,distance between access points to neighboring business properties, the closest being a strip mall over 200 feet away. When granting the requested relief in file 97701,the Zoning Board of Appeals will allow the de minimus request. No member of the public or an immediate neighbor spoke in favor of or against this application. The public hearing was closed on November 3, 2022, subject to SEQRA determination by the Town of Southold Planning Board. FINDINGS OF FACT/REASONS FOR BOARD ACTION; The Zoning Board of Appeals held a public hearing on this application on November 3,2022 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-b 6 1 Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject parcel lies along a commercial corridor where there are several existing buildings with frontage along the North Road that exceeds 60 feet. The retail center to the west has over 200 feet of frontage and many of the buildings on the north side of the road are likewise wider than 60 feet and several are 1'00 feet or wider. While some of these may be pre-existing, non-conforming structures, others have benefited from variancd relief as recognized in the applicant's submission of prior relief granted in the immediate vicinity. The granting of similar variance relief will allow the construction of a building that will be entirely in character with surrounding uses with no detriment to nearby properties. The proposed construction is compliant with all dimensional regulations and parking and landscape coverage requirements as imposed by the Town of Southold Planning Board site plan review process. i Page 7, September 7, 2023 #7701,46770 Route 48,LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 2. Town Law, 267-b 3 b 2 . The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. The applicant is constructing a marine sales, service and storage facility. The proposed business operation requires the maneuvering of large watercraft within the facility. The construction of separate buildings that are 60 feet or less in width along a single road front is not conducive to the proposed business operation and is not economically or practically feasible from an operation or staffing standpoint. 3. Town Law 267-b 3 b 3 . The variance granted herein is mathematically substantial, representing 30.1% relief from the code. However,the `broken' design of the fagade creates the appearance of separate structures which would be allowed as a right, if they were in fact, not connected, if not for being a single structure. A review of earlier interpretation of the 60 feet limitation suggests that it is intended to discourage strip centers where multiple businesses operate under a single roof. While such uses surround the subject property, the proposed facility is designed for use by a single business operation and as such, satisfies the spirit and intent of the Code. 4. Town Law 267-b 3 b 4'. No evidence has been submitted to suggest that a variance in this commercial district will have an adverse impact on the physical or environmental conditions in the community.The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5 Town Law p2+67-b(3)"bJ(5), The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or'at the time of purchase. 6.Town Law 4267-b, Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of the demolition of an existing barn, converted to commercial use and construct a new commercial building for the purpose of retail sales,service and storage of boats,where the proposed structure will have a front fagade width of 78.1 linear feet along North Road where the Code i allows a maximum of 60 linear feet of fagade width fronting on any single roadway while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OE-.1HE FAO RD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to DENY the variance as applied for and GRANT THE RELIEF AS AMENDED, including de minimus relief for the proposed western driveway access less than 10 feet from the neighboring property, pursuant to §280-48(b)(12) and shown on the signed and sealed drawings labeled Landscape & Alignment Plan; Grading, Drainage & Utility Plan; Lighting & Circulation Plan; and, County Road Improvement Plan, labeled sheets 1-4, prepared by Howard W. Young, Licensed Land Surveyor and last revised,July 14, 2023. SUBJECT TO THE FO"LI.OWING CONDITIONS: 1. The applicant is to receive approval for the special exception use, under file#7700SE. 2. The applicant is to receive site plan approval from the Town of Southold Planning Board. 3. Site access is ONLY permitted from the western `entry' driveway. 4. Site egress is ONLY permitted from the eastern `exit' driveway. Page 8,September 7,2023 #7701, 46770 Route 48, LLC, Peconic Water Sports SCTM No. 1000-35-5-9.1 5. The property will require an amended site plan review for any change from the proposed business model. The site plan is for a marine sales, service, and storage facility for boats up to 25' in length. 6. No boats or trailers may be displayed or stored in the front yard or rear yard unless located in designated areas as shown on the site plan approved by the Planning Board. 7. No boats or trailers may be displayed or stored in either side yard,or within the transition buffer area. 8. Any signage must be reviewed and approved by the Planning Board prior to permitting or installation. 9. Lighting that varies from the plan must be reviewed and approved by the Planning Board. All exterior light fixtures not included on the approved photometric plan shall be removed from the property and the proposed photometric plan mut be implemented. Only`dark skies' compliant lighting is to be used. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appealsfailure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit andlor the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current orfuture use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and otherfeatures as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSUIII+. COMPLIANCE Page 9, September 7, 2023 #7701,46770 Route 48, LLC,Peconic Water Sports SCTM No. 1000-35-5-9.1 WIT'1"-1.THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.EIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora and Planamento(3-0)(Members Lehnert and Dantes Recused) L" 1ie Kanes Weisman, Chairperson Approved for filing y / /2023 r o X � y v 0. p "h °� d �iu7', 8 �t r a ry �4 Ir y s� w ker��� �wRr S, r ( w 6a irk a yaw i y ayi �' r mg "Jo "J r i � M�� �. 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P � rP7 # 01 a'a# � 6' v a � rig_ Vh „..�.. °nw < ' YA r; I µ 4 �'4 P'�I�Y r�� Y,qgr +t'�•i4 �' its a G tvk t " a .at 4. oil � T T ....�N-• � � � � � 14 � A�� � Iro �Grel��a �.� µY d � � a COMcheck Software Version COMcheck eb Envelope Compliance Project Informationy ,� 'ry . Energy Code: 2018 IECC Project Title: Peconic Water Sports Location: Southold, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 12% Construction Site: Owner/Agent: Designer/Contractor: 46770 County Rd 48 46770 Route 48 LLC Robert Stromski Southold, New York 11971 46770 Route 48 STROMSKI architecture, p.c. Southold, New York 11971 PO Box 1254 609-937-9801 Jamesport, New York 11947 631-779-2832 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration, 1.0 credit Building Area Floor Area 1-Automotive Facili : Nonresidential 9595 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorw Perimeter Roof: Metal Building, Standing Seam, Single Insulation Layer 6926 0.0 38.0 0.026 0.035 with Thermal Blocks (c), [Bldg. Use 1-Automotive Facility] Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive 1880 35.0 0.0 0.070 0.064 Facility] Door: Glass(over 50 9.56976e-3151azing): Metal Frame, Non- 448 .-- ... 0,290 0.450 Entrance Door, Perf. Specs.: Product ID Overhead Door, SHGC 0.39, PF 11.50, [Bldg. Use 1-Automotive Facility] (b) Door: Glass(over 50 9.56976e-3151azing): Metal Frame, 42 - -- 0.290 0.770_ Entrance Door, Pert. Specs.: Product ID Storefront Door, SHGC 0.39, PF 1.13, [Bldg. Use 1-Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 72 --- -- 0.240 0.380 Product ID Acid Etched Storefront, SHGC 0.39, PF 5.00, [Bldg. Use 1 -Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 32 -- 0.240 0.380 Product ID Gliding Aluminum, SHGC 0.39, PF 1.63, [Bldg. Use 1 -Automotive Facility] (b) Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive 2131 35.0 0.0 0.070 0.064 Facility] Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 108 --. -- 0.240 0.380 Product ID Acid Etched, SHGC 0.39, PF 11,50, [Bldg. Use 1- Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf.Specs.: 32 - - 0.240 0.380 Product ID Fixed Storefront, SHGC 0.39, PF 1.38, [Bldg. Use 1- Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 48 -- 0.240 0.380 Product ID Acid Etched, SHGC 0.39, PF 9.75, [Bldg. Use 1- Automotive Facility] (b) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 48 -- .-. 0.240 0.380 Product ID Gliding Unit,SHGC 0.39, PF 38.00, [Bldg. Use 1- Automotive Facility] (b) Door: Glass (over 50 9.56976e-3151azing): Nonmetal Frame, 42 — --- 0.270 0.770 Entrance Door, Perf. Specs.: Product ID Anderson Glider, SHGC 0.26, PF 2.13, [Bldg. Use 1-Automotive Facility] (b) Door: Insulated Metal, Swinging, [Bldg. Use 1-Automotive 21 0.300 0.610 Facility] Door: Insulated Metal, Non-Swinging, [Bldg. Use 1-Automotive 192 --- .. 0.300 0.179 Facility] Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive 1708 35.0 0.0 0.070 0.064 Facility] Window: Metal Frame with Thermal Break: Fixed, Perf.Specs.: 64 --- - 0.240 0.380 Product ID Acid Etched,SHGC 0.39,PF 22.00, [Bldg. Use 1- Automotive Facility] (b) Door: Insulated Metal, Swinging, [Bldg. Use 1 -Automotive 21 --- 0.300 0.610 Facility] Ext.Wall: Metal Building Wall, Single Layer Mineral Fiber 1885 19.0 0.0 0.147 0.052 (compressed at girt), [Bldg. Use 1-Automotive Facility] Door: Insulated Metal, Swinging, [Bldg. Use 1-Automotive 21 --- --- 0.300 0.610 Facility] Door: Insulated Metal, Non-Swinging, [Bldg. Use 1-Automotive 448 .... .... 0.300 0.179 Facility] (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. (c)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins. pp dPYY7 dVl(I"IXIk IXXYt 1 Id�rwl u Y,Y?""6 �' AW d %rrM4ni�i yip°BttP��1id11 d WY YMJiVP"I'M19Yq , 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 comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-'Title Signature Date Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 2 of 9 CO check Software Version CO check eb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. __r _.. ... w.. . .....a.. „���� w .. ..w . ......... ... _. .. . .� _._. ... Serra on (Plan Review Complies? Comnirmoeu'nts/Assumptioins RegAIC� _W (I Plans and/or specifications ns provide all ❑Complies [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. C402.4.1 The vertical fenestration area <= 30 ❑Complies [PR10]1 percent of the gross above-grade wall ❑Does Not area. ❑Not Observable ❑Not Applicable C402.4.1� „The ..skyli skylight area.<_ 3.,percent..of the a, ...g p ❑Complies [PR11]1 gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable C402.4.2 In enclosed spaces> 2,500 ft2 ❑Complies [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 percent. ,, p ........._. mm�e .. . ..... C406 Plans, s ecifications, and/or ❑Complies [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: er,1).. ...,. 2 M..� .,... ( Impact Tier 2) 3 Low Impact Tier 3) C.1._�High impact (Ti. l ( � .. � P .....�. Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 3 of 9 #iolirl Footing lFouindation Inspection CompHes? Cornments/Assurrillptions & Req.1D ........... C303.2.1 Exterior insulation protected against ElComplies [F0611 damage,sunlight, moisture,wind, E]Does Not landscaping and equipment MNot Observable maintenance activities. EINot Applicable Additional Comments/Assumptions: - ,Hg act(T i) i �Mm 'p'p- Low. .I..m..p-a.c..t.......T...i. er 3)11 n . ... ...... --ihnp .......... Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 4 of 9 Sectloin F:irarnireng /Rough-lin li nslpection Complies? C irivuments/ ssumptiio nos IRe .11D . W,.. nn C303.1.3 Fenestration products rated in ❑Complies [FR12]2 accordance with NFRC. ❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified .._ � � _ _. ��........ . ...... . ....._.. fled as ❑Complies [FR13]1 to performance labels or certificates []Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies Seethe Envelope Assem blies table for values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable ❑Com lies See t .... � . .... - .... C402.4.3, Installed vertical fenestration U-factor p he Envelope table Assemblies table for values. C402.4.3. and SHGC consistent with label ❑Does Not 4 specifications and as reported in plans [FR8]1 and COMcheck reports. ❑Not Observable ❑Not Applicable .. ..... .. .... ........ . C402 5.1. The building envelope contains a ❑Complies 2.1 continuous air barrier that is sealed in []Does Not [FR19]1 an approved manner and material ❑Not Observable permeability<= 0.004 dfm/ft2. Air barrier penetrations are sealed in an ❑Not Applicable approved manner. _ _------ --------- __-.,- ---.------ ....... C402.5.2, Factory-built fenestration and doors ❑Complies 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 bu � .......,,.— _ wilding ❑Complies [FR17]3 entrances. Doors have self-closing []Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ... .... 1'Hi h Impact (Tier 1) 2 Medium Impact(Tier 2)g p p 3 ,Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 5 of 9 aa��lon ' ®.. . w ... ._ . .�..._ .. o. . .e._.... . ....._ ..._ ...e ma �. .� IMar olh imllloc 111 Rough-On Inspection Complies? ; Cornimeints/Assumxmfmtlons IReq III C402.5.5, Stair and elevator shaft vents have ❑Com m plies C403.2.4. motorized dampers that automatically ❑Does Not 3 close. Refereece section C403.7.7 for [ME3]3 operational details. ❑Not Observable ❑Not Applicable C403.7.7 Outdoor air and exhausts stems have . . m _ — y ❑Complies [ME58]3 motorized dampers that automatically ❑Does Not shut when not In use and meet ❑Not Observable maximum leakage rates, Check gravity dampers where allowed. ❑Not Applicable Reference section language for operational details. Additional Comments/Assumptions: 1 I. �. Impact(Tier 2) 3 ..Low Imp g p er 1) 2 Medium Hp Vm Ir�n act.(Ti P act (Tier 3) , Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 6 of 9 m . ..,. .... . . ._w�� ........ Section Rough-In Eli ctiricalll Inspection Coirom�plie.s? Corn eats/Assn mptioorms Req tlll't C405.6 Low-voltage a e distribution ❑Complies [EL26]2 electric transformers meet the ❑Does Not minimum efficiency requirements of Table C405.6. ❑Not Observable []Not Applicable ...... ..... ....... ....... _...-- _.�. C405.7 Electric motors meet the minimum ❑Complies [EL27]2 efficiency requirements of Tables ❑Does Not C405.7(1)through C405.7(4). Efficiency verified through certification ❑Not Observable 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 C405.8.2. with ASME A17.1/CSA B44 and have ❑Does Not 1 automatic controls configured to i[EL2 ]2 reduce speed to the minimum ❑Not Observable permitted speed in accordance with ❑Not Applicable ASME A17.1/CSA B44 or applicable local code when not conveying passengers. _ C405.9 Total voltage drop across the - ❑Co„ p .mplie, �,..,,.. ... s [EL29]2 combination of feeders and branch []Does Not circuits<= 5%. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) m 3 ILow Impact (Tier 3) � _...�. Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 7 of 9 Insulation Inspection Complies? �._...... � ..... _a. ... �.. .. Sectoon ..... ...... . ..... .. ons IReu11 _. ....., ..:__ .. ..,...... _ . .®... .... .__ a ....�. Coirrenmen'ts(As as to.... C303.1 Roof insulation installed per ❑Complies [IN3]1 manufacturer's instructions. Blown or []Does Not poured loose-fill insulation is installed only where the roof slope is <=3 in ❑Not Observable 12 ❑Not Applicable 1 Insulation installed on a suspended ❑Camp , C402.2. _ ® lies [IN20]1 ceiling having ceiling tiles is not being ❑Does Not specified for roor/ceiling assemblies. Continuous insulation board installed ❑Not Observable in 2 or more layers with edge joints ❑Not Applicable offset between layers. C303.1 Building...envelope.insulation.is...labeled,.... _.............. ❑Complies [IN1012 with R-value or insulation certificate ❑Does Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable 3. Above-grade 111 s instructions.�l ❑Does. m. ........_ . . „ C303.2 A tailed ❑Complies [IN7] Not j ❑Not Observable ❑Not Applicable �[IN19]1 4 ...........r. . .. �.._._ ......._ .. .M ...._..... 3 ..�.., C402 on-swinging opaque doors have R- ❑Complies 3 .75 insulation. ❑Does Not ❑Not Observable ❑Not Applicable C105 Installed above-grade wall insulation ❑Complies seethe Envelope Assemblies table for values. [IN611 type and R-value consistent with ❑Does Not insulation specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C402.2.6 Radiant panels .. _.... ��._m..... .._._ _ ®� .... .... ........ .. ._.�. .................. _...... .._ _.. p and associated ❑Complies [IN18]3 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- ❑Co" lies . t .....,.... mplies 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 _ _.._. m akage in the ❑Complies 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,..High Impact (Ti,....,, i ...,, ..,,..... .. ,�....... Low Impact(Tier 1) 2 Medium Impact (Tier 2) 1 3 pact.Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 8 of 9 ectiY in F'lirm I Inspection Cornplles? Corrnrnents/Assumptiions IliH.) ,_ _.... . .. . _. -1-. .._1 ,...... . _ � _ w....... C402.5.6 Weatherseals installed on all loading ❑Complies [FI37]1 dock cargo door openings and provide E]Does Not direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable []Not Applicable C402.5.8 ,,,Recessed ... ..... -- . ..m� aA�___ -.. .....� ... m.,,, _. m... ® luminaires in thermal ElComplies [F126]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable _. ..... .._ .....—— ................. C406.9 Reduced air Infiltration.Air infiltration ❑Complies [FI56]1 verified by whole-building []Does Not pressurization testing conducted in accordance with ASTM E779 or ASTM ❑Not Observable E1827 by an independent third party. ❑Not Applicable The measured air-leakage rate of the building envelope is <= 0.25 cfm/ft2 under a pressure differential of 0.3 inches water column, with the calculated surface area being the sum of the above-and below-grade building envelope. Comprehensive report documentation will be submitted to the code official and the building owner. C408.1.1 Building operations and maintenance ❑Complies [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, and operated. Additional Comments/Assumptions: ,High m Impact(Tier 2)...... ...... ..3 Low li�apact (Tier 3) ..� 11Hi h Impact (Tier 1) 2 �Mediu Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 9 of 9 COMcheck Software Version COMcheck eb Envelope Compliance Cerbfic e" 6 ,�U y ��:� Project Information Energy Code: 2018 IECC Project Title: Peconic Water Sports . Location: Southold, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 12% Construction Site: Owner/Agent: Designer/Contractor: 46770 County Rd 48 46770 Route 48 LLC Robert Stromski Southold, New York 11971 46770 Route 48 STROMSKI architecture, p.c. Southold, New York 11971 PO Box 1254 609-937-9801 Jamesport, New York 11947 631-779-2832 Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Reduced Air Infiltration, 1.0 credit Building Area Floor Area 1-Automotive Facility : Nonresidential 9595 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof: Metal Building, Standing Seam, Single Insulation Layer 6926 0.0 38.0 0.026 0.035 with Thermal Blocks (c), [Bldg. Use 1-Automotive Facility] Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive 1880 35.0 0.0 0.070 0.064 Facility] Door: Glass (over 50 9.56976e-3151azing): Metal Frame, Non- 448 --- - 0.290 0.450 Entrance Door, Perf. Specs.: Product ID Overhead Door, SHGC 0.39, PF 11,50, [Bldg. Use 1-Automotive Facility] (b) Door: Glass (over 50 9.56976e-3151azing): Metal Frame, 42 - 0.290 0.770 Entrance Door, Perf. Specs.: Product ID Storefront Door, SHGC 0.39, PF 1.13, [Bldg. Use 1-Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 72 - - 0.240 0.380 Product ID Acid Etched Storefront, SHGC 0.39, PF 5.00, [Bldg. Use 1-Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 32 - ---= 0.240 0.380 Product ID Gliding Aluminum, SHGC 0.39, PF 1.63, [Bldg. Use 1 -Automotive Facility] (b) Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive 2131 35.0 0.0 0.070 0.064 Facility] Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 108 --- --- 0.240 0.380 Product ID Acid Etched, SHGC 0.39, PF 11.50, [Bldg. Use 1- Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 32 .-. - 0.240 0.380 Product ID Fixed Storefront, SHGC 0.39, PF 1.38, [Bldg. Use 1- Automotive Facility] (b) Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 48 — 0.240 0.380 Product ID Acid Etched, SHGC 0.39, PF 9.75, [Bldg. Use 1- Automotive Facility] (b) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 1 of 9 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Window: Metal Frame with Thermal Break: Fixed, Perf. Specs.: 48 - ... 0.240 0.380 Product ID Gliding Unit, SHGC 0.39, PF 38.00, [Bldg. Use 1- Automotive Facility] (b) Door: Glass (over 50 9.56976e-3151azing): Nonmetal Frame, 42 - 0.270 0.770 Entrance Door, Perf. Specs.: Product ID Anderson Glider, SHGC 0.26, PF 2.13, [Bldg. Use 1-Automotive Facility] (b) Door: Insulated Metal,Swinging, [Bldg. Use 1-Automotive 21 - 0.300 0.610 Facility] Door: Insulated Metal, Non-Swinging, [Bldg. Use 1-Automotive 192 - .., 0.300 0.179 Facility] Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Automotive 1708 35.0 0.0 0.070 0.064 Facility] Window: Metal Frame with Thermal Break: Fixed, Perf.Specs.: 64 --- - 0.240 0.380 Product ID Acid Etched, SHGC 0.39, PF 22.00, [Bldg. Use 1- Automotive Facility] (b) Door: Insulated Metal,Swinging, [Bldg. Use 1-Automotive 21 --- --- 0.300 0.610 Facility] Ext. Wall: Metal Building Wall, Single Layer Mineral Fiber 1885 19.0 0.0 0.147 0.052 (compressed at girt), [Bldg. Use 1-Automotive Facility] Door: Insulated Metal, Swinging, [Bldg. Use 1-Automotive 21 --• ... 0.300 0.610 Facility] Door: Insulated Metal, Non-Swinging, [Bldg. Use 1-Automotive 448 --- --- 0.300 0.179 Facility] �(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. (c)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the purlins. 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 comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 2 of 9 COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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. S_- z �rx� . _. 11 — Plan IResueI o. .o. .. ®...w. � -,........ .... ........ � .e.e.�.... ........ _. w. ec7tlon w Complies? Comimernts/Assumptioins Red D C103.2 Plans and/or specifications provide all OComplies [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. .._., 11 1,11 . ...... C402.4 1 The vertical fenestration area <= 30 ❑Complies [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 [PR11]1 gross roof area. ❑Does Not []Not Observable ❑Not Applicable C402.4.2 In enclosed spaces> 2,500 ft2 ❑Complies [PR14]1 directly under a roof with ceiling ❑Does Not heights >15 ft. and used as an office, lobby, atrium, concourse, corridor, []Not Observable 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 percent. 'll.... .. ®. ,,,,. __,... C406 Plans, specifications, and/or ❑Complies [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(High Impact (Tier 1) 7 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 3 of 9 _..... ... _.. ., .. ..._ .. ._�M„ .......... .. ...... Secti�mu� Footing /Foundation Inspection ' urnpiies onni cents/ ssumptiou~ms C303.2.1 Exterior insulation protected .. against ❑Complies [FO6)1 damage, sunlight, moisture,wind, ❑Does Not landscaping and equipment maintenance activities. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tie11 ....... m... ....... � p pact(Tier 3)r 1) Medium Im act(Tier 2) 13 �Low Im Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 4 of 9 Section Frar ning / Il ough-111n Inspection Corirenplies'? Corn ernts/A wsurnlp-tions Re .I __ C303.1.3 Fenestration products rated in -❑Complies _e _ _ _� "I'll'', [FR12]2 accordance with NFRC. []Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products....,, _ �_.._.._ .__ _ n �.n.a .- , .,. . ..._ _..,.. _ .. are certified as ❑Complies [FR13]1 to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Com lies See the Enve lope a Assemblies table fo p p r values. [FR10]1 ❑Does Not ❑Not Observable ❑Not Applicable C402.4.3, Installed vertical fenestration U-factor ❑Complies See the Envelope Assem blies table for values. C402.4.3. and SHGC consistent with label ❑Does Not 4 specifications and as reported in plans [FR8]1 and COMcheck reports. ❑Not Observable ❑Not Applicable C402.5.1. The building env ....... ........ �.. . __A,,,,,,,,,,,,,,,, elope 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 C402.5.4 are labeled as meeting air leakage ❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable ....... ... r.................... .._....__ .. _.................... ......_........ C402.5.7 Vestibules are installed on all building ❑Complies [FR17]3 entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: . drum Impact(Tier 2) �3 Low Impact(Tier 3) 1�High Impact(Tier 1) f 2 Me. . ....._ ... ... ... ... � .. _...... ._ Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 5 of 9 ---- -,.-.,..n--m,.. . �_..ro ... ._�._ _ .�...... �.. .... Section IMecimanicall Rough 4n Insipection Complies? Cournirnents/Assn mlptions c Red Illlllb ............. ...... ,. ....,_ have vents,C402.5.5 Stair and elevator shaft uu ❑Complies C403.2.4. motorized dampers that automatically ❑Does Not 3 close, Refereece section C403.7.7 for [ME3]3 operational details. ❑Not Observable ❑Not Applicable C403.7 7 Outdoor air and exhaust systems have ❑Corrmplies [ME58]3 motorized dampers that automatically :❑Does Not shuit 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 (Tier 1) 2 Medium Impact(Tier 2) J 3 +Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 6 of 9 ..Section Rough-lin Electrical Inspection Complies? Coimw,iirielul'ts/Assum,nlptiow,is & IReq M C405.6 Low-voltage dry-type distribution ElComplies [EL26]2 electric transformers meet the E]Does Not minimum efficiency requirements of FlNot Observable Table C405.6. E]Not Applicable ................_ ............------ .............. ............. .......... C405.7 Electric motors meet the minimum Ocamplies [EL27]2 efficiency requirements of Tables E]Does Not C405,7(1)through C405.7(4). RNot 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 EXomplies C405.8.2. with ASME A17.1/CSA B44 and have E]Does Not I automatic controls configured to FlNot Observable I[EL28]2 reduce speed to the minimum permitted speed in accordance with E]Not Applicable ASME A17.1/CSA B44 or applicable local code when not conveying passengers. C405.9 Total voltage drop across the ElComplies [EL29]2 combination of feeders and branch E]Does Not circuits <= 5%. E]Not Observable E]Not Applicable ....................... ........................................................ .................... ................... Additional Comments/Assumptions: ................... [1]High Impact (Ti'er1")' 2Medium Impact!(Tier2) ow Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 7 of 9 ' ,Section Insulation inspection Complies? Comments/Assumptions . IRe ,ilD C303.1 Roof insulation _ ulation installed per IElCornplies [IN3]1 manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed only where the roof slope.is <=3 in ❑Not Observable 12 ❑Not Applicable C402.2.1 Insulation installed on a suspended ❑Complies [IN20]1 ceiling having ceiling tiles is not being ❑Does Not specified for root/ceiling assemblies. Continuous insulation board installed ❑Not Observable In 2 or more layers with edge joints ❑Not Applicable o. .......... �.. ... ..... ... �,,......... . ...... . .....e. ................ _. ............. C303.1 Building envelope insulation is labeled ❑Complies [IN10]2 with R-value or insulation certificate ❑Does Not providing R-value and other relevant data. ❑Not Observable ❑Not Applicable C303.2 Above-grade wall insulation installed ❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable . ... ..._ m. ,.... _..... ..... C402.1.3 Non-swinging opaque doors have R- ❑Complies [IN19 ]3 4.75 insulation. ❑Does Not ❑Not Observable ❑Not Applicable C1.0.5.. .. _..tiInstalled above-grade wall insulation„�.��..❑Corn lies .......... ...See t .. w. .for ___ p' he Envelope Assemblies table for values. [IN6]1 type and R-value consistent with ❑Does Not insulation specifications reported in plans and COMcheck reports. ❑Not Observable ❑Not Applicable C402.2.6 Radiant panels and associated ❑Complies [IN18]3 components„ designed for heat ❑Does Not transfer from the panel surfaces to the occupants or Indoor space are ❑Not Observable _ Insulated with a minimum of R-3.5. ❑Not Applicable C105 Installed roof insulation type and R- ❑Complies See �............. �������� ,,,,,,w... the Enve lope a Assemblies table for values. ���������� .,,,....._ p s. [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. ..All sources of air... ................ ...... �r.,a,... .. .._ ..m . . ........,. - .....®... _......... C402.5.1, r leakage in the OCornplies 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked, gasketed,weather stripped or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to ❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 fHlgh Impact (Tier 1) 2v medium Impact(Tier 2) I 3 j„Low Imp ( er 3)w set Ti., Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 8 of 9 C�irmn ._....,� tioirn final Inspection Complies? ruts/Assuirronp-tioiis Req.31D C402.5.6 Weatherseals installed on all loading ❑Com� .. ,. ..._.,.� _ ..... plies [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked in the doorway. ❑Not Observable ❑Not Applicable C402.5.8 ...Recessed luminaires in therma.l........... _ ❑Comp .w® _ . lies [FI26]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled. Seal between interior finish and luminaire housing. ❑Not Observable []Not Applicable 9 Reduced air infiltration.Air infiltration ❑Complies [FI56]1 verified by whole-building ❑Does Not pressurization testing conducted in accordance with ASTM E779 or ASTM ❑Not Observable E1827 by an independent third party. ❑Not Applicable The measured air-leakage rate of the building envelope is<= 0.25 cfm/ft2 under a pressure differential of 0.3 inches water column, with the calculated surface area being the sum of the above-and below-grade building envelope. Comprehensive report documentation will be submitted to the code official and the building owner. .... _....... ....... ... m .e_ ., .. ...... C408.1.1 Building operations and maintenance ❑Complies [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, and operated. Additional Comments/Assumptions: 1 7High Impact a Tier 1) 2 iMeum m act e mn ( _.........__ .� di Ip (Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Water Sports Report date: 04/16/24 Data filename: Page 9 of 9 Ai-chi.tecture and Construction Management Services �a irchitectu.e,l. . . .. "'�✓�liu/i� odP' ,,,!", ,,,"moo '�" 4rw�lrwxlr��krrarr i �w&wrur wry''aw��v'k�'dombw'�re6wwaf�i�urmmurrti(�4„mww'�dd"�`.wvww�wwr TRANSMITTAL SHEET TO: FROM: Building Department Robert Stromski AIA LEED AP COMPANY: DATE: Town of Southold March 14d'2024 Town Hall Annex 54375 Main Road PO Box 1179 Southold, NY II97I PHONE NUMBER: CC: 63I-680-0III RE: JOB NUMBER: 46770 Route 48 Main Road Southold I I97I 2I-AR049 ❑FOR APPROVAL ❑ FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑ REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION 5 aw aged and aralcd,Site Plan,Floor Plans&Elevations 1 Application for 861ding Permit l Fire tr:[toons stern at:xntr�a r il�xrstiora l Suffolk COLT t Health lie aartrnrnt,A�s ar%au+gal REMARKS: D' E C E E W E ... P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(63[)779-2833 �., MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 11 DONALD J.WILCENSKI Southold,NY 11971 Chair i OFFICE LOCATION: JAMES H.RICH IIIa Town Hall Annex MARTIN SIDOR � 54375 State Route 25 PIERCE RAFFERTYw '��+" (cor.Main Rd. &Youngs Ave.) AMELIA JEALOUS-DANK � ° Southold,NY Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD rt n December 19th, 2023 J, Mr. Martin D. Finnegan, Esq. Bae � fr� f . tE � iC P.O. Box 1452 of southoi Mattituck, NY 11952 Re: Site Plan Approval for Peconic Water Sports 46770 Route 48, #406' s/w/o Boisseau Avenue and CR 48, Southold SCTM#1000-55.-5-9.1 Zoning District: Business Dear Mr. Finnegan: The following resolution was adopted at a meeting of the Southold Town Planning Board on December 18, 2023: WHEREAS, this proposed site plan is for the construction of a 9,651 sq. ft. marine sales, service, and storage facility, including the demolition of an existing building, on a 37,123 sq. ft. parcel in the General Business "B" Zoning District, Southold; and WHEREAS, on October 5, 2022, information and materials were submitted for a Site Plan Application; and WHEREAS, Planning Department staff found that the application was incomplete as noted in the email dated October 28, 2022; and WHEREAS, the Southold Town Zoning Board of Appeals must review the proposed project for a special exception use pursuant to § 280-48 (B)(12) and for a variance for linear footage pursuant to § 280-50 (C); and WHEREAS, the Zoning Board of Appeals held a public hearing on November 3, 2022; and WHEREAS, the Zoning Board of Appeals closed the hearing subject to a SEQRA determination from the Planning Board; and Peconic Water Sports I December 19, 2023 WHEREAS, on December 1, 2022, Martin Finnegan, authorized ,agent, submitted corrected plans to the Planning Department for review, which did not include all of the necessary information; and WHEREAS, on December 16, 2022, Martin Finnegan, authorized agent, submitted corrected plans for review and additional materials; and WHEREAS, at their work session on December 19, 2022, the Planning Board accepted the application as complete for review; and WHEREAS, on January 9, 2023, at their public meeting, the Southold Town Planning Board set the Public Hearing for February 6, 2023; and WHEREAS, on January 9, 2023, at their public meeting, the Southold Town planning Board, pursuant to State Environmental Quality Review Act(SEQRA) 6 NYCRR, Part 617, classified the proposed action as an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on January 12, 2023, the Planning Board, pursuant to Southold Town Code §280-131 C, distributed the application to the required agencies for their comments; and WHEREAS, on January 17, 2023, 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 January 19, 2023, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on January 19, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on January 24, 2023, the Suffolk County Planning Commission reviewed the proposed project and determined it to be a matter for local determination as there appears to be no significant county-wide or inter-community impacts;-and WHEREAS, on January 26, 2023, the Southold Fire District determined that there was adequate fire protection for the site; and WHEREAS, on February 1, 2023, the Suffolk County Department of Public Works reviewed the proposed application and determined revisions were required; and WHEREAS, on February 3, 2023, Martin Finnegan, authorized agent, submitted building elevations and renderings; and 21Page Peconic Water Sports I December 19, 2023 WHEREAS, on February 6, 2023, the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on March 2, 2023, the Suffolk County Water Authority reviewed the proposed project, made recommendations, and stated there were no objections; and WHEREAS, on March 9, 2023, the Southold Town Architectural Review Committee held a regular meeting to review the project; and WHEREAS, on March 24, 2023, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design, architecture, and layout; and WHEREAS, on March 29, 2023, the Southold Town Fire Marshall reviewed, made recommendations, and determined that there was adequate fire protection, emergency egress, and emergency access to the site; and WHEREAS, on April 25, 2023, Martin Finnegan, authorized agent, submitted revised plans and elevations for review; and WHEREAS, on May 15, 2023, Martin Finnegan, authorized agent, submitted digital photo simulations for review; and WHEREAS, on May 22, 2023, the Architectural Review Committee (ARC) held a special meeting to review the revised plans; and WHEREAS, on June 2, 2023, the Architectural Review Committee provided comments on the revised plans; and WHEREAS, at their work session on June 5, 2023, the Planning Board reviewed the proposed application, along with comments from referral agencies, and required revisions to the site plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on June 5, 2023, the Southold Town Planning Board, as Lead Agency pursuant to SECRA, made a determination of non-significance for the proposed action and granted a Negative Declaration after a coordinated review; and WHEREAS, on June 30, 2023, Martin Finnegan, authorized agent, submitted information requested by the Planning Board for review„ however it was found that clarifications to that information were needed; and WHEREAS, on July 11, 2023, Martin Finnegan, authorized agent, submitted corrected plans for review via email; and WHEREAS, on July 20, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Storm Water Management; and 31 Page Peconic Water Sports I December 19, 2023 WHEREAS, on July 21, 2023, the Suffolk County Department of Public Works reviewed the proposed application and determined revisions were required; and WHEREAS, on August 24, 2023, Martin Finnegan, authorized agent, submitted corrected plans for review; and WHEREAS, on August 25, 2023, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on September 7, 2023, the Southold Town Zoning Board of Appeals (ZBA) granted the variance for linear frontage and the relief for the proposed western driveway access as noted in the ZBA File #7701 with nine conditions; and WHEREAS, on September 7, 2023, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception #7700SE with twelve conditions; and WHEREAS, on September 21, 2023, the Southold Town Chief Building Inspector reviewed and certified the proposed use is permitted as a special exception by the Board of Appeals in the Business (B) Zoning District; and WHEREAS, on September 25, 2023, the Southold Town Planning Board determined that with exception of a wastewater permit from the Suffolk County Department of Health Services, all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold were met; and WHEREAS, on December 12, 2023, the Suffolk County Department of Health Services issued wastewater approvals for construction, reference # C-23-0210 @ 360 gpd for"Dry Retail & Storage"; 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 grants Approval with Conditions of the site plan entitled "Peconic Watersports" prepared by Thomas C. Wolpert, Licensed Professional Engineer, and Howard W. Young, Licensed Land Surveyor, dated August 9, 2022 and Past revised October 3, 2023,. and authorizes the Chairman to endorse the plans listed below: 1 of 5 LANDSCAPE&ALIGNMENT PLAN 2 of 5 GRADING, DRAINAGE, & UTILITY PLAN • 3 of 5 LIGHTING &CIRCULATION PLAN • 4 of 5 COUNTY ROAD IMPROVEMENT PLAN • 5 of 5 EROSION &SEDIMENT CONTROL PLAN M A-1 PROPOSED BUILDING PLANS (Prepared by Robert Stromski, RA. Dated: 11/10/22, Last Revised: 9/12/23) 4 1 P a g e Peconic Water Sports I December 19, 2023 • A-2 PROPOSED BUILDING ELEVATIONS (Prepared by Robert Stromski, RA. Dated: 11/10/22, Last Revised: 9/12/23) Conditions of Approval: 1. Lighting. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code„ and the lighting plan as shown on Page 3 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. Note that the lighting depicted' on the building elevations (Page A-2) are for illustration purposes only and do not constitute Planning Board approval of those light fixtures. Defer to Page 3: Lighting & Circulation Plan for the approved lighting.. 2. Signs: Proposed signs must be submitted to the Planning Board for review and approval prior to receiving a permit. The Planning Board did not review or approve any signs during the site plan review as the applicant did not yet have their design completed. Note that the sign depicted on the building elevations (Page A-2) are for illustration purposes only and do not constitute Planning Board approval of that signage. 3. Trees & Landscaping: All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan (Page 1: Landscape &Alignment 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. 4. An amended site plan application review by the Planning Board is required for any change in business model from that which has been approved. The approved business model is for a marine sales, service, and storage facility for boats up to 25 feet in length. 5. Outdoor Storage: No boats or trailers may be displayed or stored anywhere outside on this site, except in the two designated areas (labeled as "Long-Term Display Area" and °`Seasonal Winter Storage") shown on the approved site plan on Page 1: Landscape &Alignment Plan. 6. Driveways: a. Site access is only permitted from the western `entry' driveway. b. Site egress is only permitted from the eastern `exit' driveway. 7. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. Please also note the following requirements in the Southold Town Code relating to Site Plans: 5 1 P a g e Peconic Water Sports I December 19, 2023 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. 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, D� Donald J. Wilcenski Chairman Encl. cc: Martin Finnegan, 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: Joseph Flotteron , Applicant Signature: Date: 12/22/2023 6 1 P a g e Nunemaker, Amanda From: Cerezo, Mara Sent: Wednesday, May 8, 2024 10:32 AM To: Nunemaker, Amanda; Lanza, Heather Subject: RE: Peconic Watersports Hi Amanda, That looks to be consistent with the location and sizing of what was shared with us. We noted that it does not impede with any site plan elements as approved. Thank you, Mara --------------------------- Mara Cerezo, Planner Southold Town Planning Department 54375 NYS Route 25 P.O. Box 1179 Southold, NY 11971 Phone: 631-765-1938 Email: MaraC@southoldtownny.gov From: Nunemaker, Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent:Wednesday, May 8, 2024 9:55 AM To: Lanza, Heather<heather.lanza@town.southo Id.ny.us> Cc: Cerezo, Mara <marac@southoldtownny.gov> Subject: Peconic Watersports Hi Heather& Mara, As you are aware,they are required to add an exterior stairway to the building. I have correspondence from Rob Stromski from you that states that the stairway is acceptable and will not require review by the Planning Board, however, I just want to ensure that the location he proposed to you matches what he is providing to me on the plans. Please take a peak and let me know if the placement is consistent with your review. Thank you, Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 DRAWING INDEX DRAWING RELEASE HISTORY DRAWING TITLE PAGES TYPE DATE DESCRIPTION GENERAL NOTES MATERIALS ASTM DESIGNATION COVER SHEET Anchor Rod Drawings REVO 01/04/2024 FOR CONSTRUCTION 3 PLATE WELDED SECTIONS A529,A572,A1011, A1018 GRADE 55 CODES AND LOADS 2 Permit Drawings REVO 01/17/2024 PERMIT SET- For Buildin De t A COLD FORMED LIGHT GAGE SHAPES A653,Al011 GRADE 60 g p . pproval BRACE RODS A572, A510 GRADE 50 A572 NOTES 3 HOT ROLLED MILL SHAPES A36,A529 , A588, A992 GRADE 36 OR 50 HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50 ANCHOR ROD PLAN 4-5 HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE B CLADDING B A653,A792 GRADE 50 OR GRADE 80 PRIMARY STRUCTURAL 6-18 HIGH STRENGTH BOLT TIGHTENING REQ UIREMENTS Manufacturing SECONDARY STRUCTURAL 19-32 I IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION. COVERING 33-45 SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE � division of B��J�'�SCO�IE+ Buildings North America, Inc. THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION OR SPECIAL DRAWINGS CONTRACT. STANDARD ERECTION DETAILS ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE PLANOGRAPH DETAILS "SNUG-TIGHT" EXCEPT AS FOLLOWS; PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY. PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS REVERSALS ON CONNECTIONS. PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS. PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL(SC) CONNECTIONS MUST BE FREE OF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES ARE ACCEPTABLE. IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE BRACES. SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE IN ERECTION DRAWING DETAILS. INSPECTION AND TESTING SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/OR STEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNER SHALL EMPLOY A QUALITY ASSURANCE AGENCY(QAA)APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TO COORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONS AND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIAL INSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IAS AC472 ACCREDITATION. ti .R, Loa O� * o gyp * d, It is a violation ofArticfe 145forany person, unless he or she is acting under OA ^01 0 �� the direction of a Licensed professionafengineer or Land surveyor, to after an item �'O SS1pNP in any way. If an item bearing the seafof an engineer or land surveyor is tialtered; the aftering engineer or land surveyor shaffaffir,to the item his or her seafand the notation 'altered by'foffowed 6y his or her signature and the date Of such alteration, and a specific description of the alteration. THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVER SHEET REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. BUILDER: Radon Construction Corp. JOB#: T APPLY TO THE PERFORMANCE OR 23-026114 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, N BUTLER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. d, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 1 VPC FILENAME: 23-026114-01 113/2024 18:58:47 a division of BlueScope Buildings North America,Inc. Codes and Loads Snow Buildup WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS, Shape Surface Description X Location Y Location Magnitude HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC. , MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN Main Unit Roof: A Unbalanced Snow Load 1, Shifted Left Roof: A 0 . 0 ft 0 . 0 ft 6 . 7 psf INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS . WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE. 77 . 0 ft 0 . 0 ft 6 . 7 psf COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS . 77 . 0 ft 12 . 4 ft 6 . 7 psf City: Southold County: Suffolk State : New York Country: United States 0 . 0 ft 12 . 4 ft 6 . 7 psf Main Unit Roof: B Unbalanced Snow Load 1, Shifted Right Roof: B 0 . 0 ft 9 . 6 ft 31 . 1 psf Building Code 0 . 0 ft 0 . 0 ft 31 . 1 psf Building Code : 2020 Building Code of New York State Structural : 16AISC - ASD Rainfall : I : 6 . 30 inches per hour ft 31 . 1 psf . 77 . 0 ft 00 Based on Building Code : 2018 International Building Code Cold Form: 16AISI - ASD f' c : 3000 . 00 psi Concrete 77 . 0 ft 0 . 0 ft 31 . 1 psf Building Risk/Occupancy Category: II (Standard Occupancy Structure) Front Unit Roof: A Unbalanced Snow Load 1, Shifted Left : Roof: A 0 . 0 ft 5 . 0 ft 16 . 3 psf Dead and Collateral Loads Material Dead Weight Roof Live Load 0 . 0 ft 0 . 0 ft 16 . 3 psf Collateral Gravity : 10 . 00 psf Roof Covering + Second. Dead Load: Varies Roof Live Load: 20 . 00 psf Not Reducible 23 . 0 ft 0 . 0 ft 16 . 3 psf 23 . 0 ft 5 . 0 ft 16 . 3 psf Collateral Uplift : 0 . 00 psf Frame Weight (assumed for seismic) : 2 . 50 psf Front Unit Roof: A Snow Drift (from Wall 1, Shape Main Unit) : Roof: A 23 . 0 ft 0 . 0 ft 0 . 0 psf Wind Load Snow Load Seismic Load 23 . 0 ft 22 . 4 ft 50 . 9 psf Wind Speed: Vult : 128 . 00 (Vasd: 99 . 15) mph Ground Snow Load: pg: 25 . 00 psf Lateral Force Resisting Systems using Equivalent Force Procedure 11 . 2 ft 22 . 4 ft 0 . 0 psf The ' Envelope Procedure ' is Used Flat Roof Snow: pf: 17 . 50 psf Mapped MCE Acceleration: Ss : 17 . 90 %g 23 . 0 ft 0 . 0 ft 0 . 0 psf Primaries Wind Exposure : B - Kz : 0 . 701 Design Snow (Sloped) : ps : 17 . 50 psf Mapped MCE Acceleration: S1 : 5 . 00 %g Front Unit Roof: B Unbalanced Snow Load 1, Shifted Right : Roof: B 0 . 0 ft 5 . 0 ft 16 . 3 psf Parts Wind Exposure Factor : 0 . 649 Rain Surcharge : 0 . 00 Site Class : Stiff soil (D) - Default 0 . 0 ft 0 . 0 ft 16 . 3 psf Wind Enclosure : Enclosed Specified Minimum Roof Snow: 20 . 00 psf (USR) Seismic Importance : Ie : 1 . 000 23 . 0 ft 0 . 0 ft 16 . 3 psf Topographic Factor: Kzt : 1 . 0000 Exposure Factor : 2 Partially Exposed - Ce : 1 . 00 Design Acceleration Parameter: Sds : 0 . 1909 23 . 0 ft 5 . 0 ft 16 . 3 psf 1 . The Snow Buildup loading shown is in addition to the flat or sloped roof snow. - Ground Elevation Factor: Ke : 0 . 9986 Snow Importance : Is : 1 . 000 Design Acceleration Parameter: Shc : 0 . 0800 2 . The X and Y Location dimensions are from the point of origin of each surface . Thermal Factor: Heated - Ct : 1 . 00 Seismic Design Category: : B NOT Windborne Debris Region Ground / Roof Conversion: 0 . 70 Seismic Snow Load: 0 . 00 psf Base Elevation: 0/0/0 Obstructed or Not Slippery % Snow Used in Seismic : 0 . 00 Site Elevation: 38 . 0 ft Diaphragm Condition: Flexible Primary Zone Strip Width: 2a : 15/7/3 Fundamental Period Height Used: 22/9/5 Application of Specified Minimum Uniform Roof Snow loads, "SMS": Parts / Portions Zone Strip Width: - The specified minimum uniform roof snow will be applied as a separate roof load check, combined with Walls, a: 7/9/10 Transverse Direction Parameters dead loads only. Roof (s) , 0 . 6h : 14/4/3 System NOT detailed for Seismic - It is considered the net sloped roof load, i . e . , none of the other snow load related factors such as Velocity Pressure : qz : 24 . 94, (C&C) 23 . 11 psf Redundancy Factor : Rho : 1 . 00 Importance, Thermal, Unobstructed Slippery, Exposure, etc. , would apply. Fundamental Period: Ta • 0 . 3413 - It is not considered in conjunction with the bracing second order effects . R-Factor: 3 . 00 Overstrength Factor : Omega: 2 . 50 Note : The wind loading on the roof above the recessed wall along grid line "F" has been increased Deflection Amplification Factor : Cd• 3 . 00 to consider partially enclosed coefficients . Base Shear : V: 0 . 0636 x W Note : The snow loading on the roof above the recessed wall along grid line "F" has been increased to 21 psf to consider this area as unheated. This area has also been designed for 2 x Roof Snow as required Longitudinal Direction Parameters by code for transition from the heated to unheated surface . System NOT detailed for Seismic Redundancy Factor : Rho: 1 . 00 Fundamental Period: Ta : 0 . 2085 R-Factor: 3 . 00 Overstrength Factor : Omega: 2 . 50 Deflection Amplification Factor : Cd: 3 . 00 Base Shear : V: 0 . 0636 x W lin i i i i Main Unit Roof : B Main Unit Roof: A / I ,X I i Front Unit Roof: B i i i Front Unit Roof: A i i i E CO a �F * P COe I o r- CO It is a Tiofration c'fArticie 14 Sfor any person, unless he or she is acting under O 4?C: the direction of a licensedprofessionnrengineerorrandsurviyor, to after an item �0 7 � qN in any 7vay. If an item bearing the seal of an engineer or rand surveyor is � altered, the afterind engineer or rand surveyorshaffaffix to the item his or her sea rand the notation laftered byr folloaved by his or her signature and tfae crate I O.f such afteration, and a speck description of the alteration. FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 CODES AND LOADS MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#` THE BUTLER MFG. ENGINEERS SEAL DOES p• 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: BUTLE �C�) 1/4/24 COMPONENT FURNISHED BY BUTLER EXCEPT Southold, New York DRAWN/CHECK: DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 2 VPC FILENAME: 23-026114-01 1/5/2024 13:14:45 a division of BlueScope Buildings North America,Inc. BUILDER/CONTRACTOR RESPONSIBILITIES SIGNAGE PANELS Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. The Builder is responsible for furnishing signs as required by Code and the Building Department, Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several Butler Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work including but not limited to, exits, occupancy limits, floor loading limits,and bulk storage limits. factors that include induced stresses in the raw material delivered to Butler, fabrication methods, unless stipulated otherwise in the contract documents. In case of discrepancies between Floor loading signs shall clearly indicate maximum floor live load permitted. installation procedures, and post installation thermal forces. Thru fastened panels will exhibit Butler Mfg. structural plans and plans for other trades, Butler Mfg. structural plans shall govern. Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the type some dimpling when installed, especially when insulation is installed between panels and of commodity stored and the maximum storage height. Signs shall be clearly visible when secondary supports. Dimpling can be minimized by careful installation, taking care not to It is the responsibility of the Builder to obtain approvals and permits from all governing agencies building is fully loaded to design level. Overloading of floors or walls may result in failure. over drive fasteners. and jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler interpretation of the contract purchase order. Unless specific design criteria concerning DELIVERIES Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then interface design and details are furnished as part of the contract, Butler Mfg. design assumptions springing back into place. All panels experience this action to some degree, especially with shall govern. It is the responsibility of the builder to have adequate equipment available at the job site to concealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layer unload trucks in a safe and timely manner. The Builder will be responsible for all retention of blanket insulation between the panels and any hard support surface such as steel secondary Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler charges from carriers as a result of job site unloading delays. members, substrates such as plywood, steel decking, or rigid board insulation. A minimum of engineering supply sealed engineering design data and drawings for Butler supplied material as part 3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates. of the overall project for use by others to obtain permits, approvals, and coordinate with other Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery trades. All interface and/or compatibility of any materials not furnished by Butler are to be receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness considered and coordinated by the builder or A/E firm. under the Uniform Commercial Code. It is critical that damages or shorts be noted on the of the panels and is not grounds for rejection of panels. Bill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material, CONSTRUCTION & ERECTION RESPONSIBILITY material quantities are verified by the Builder against quantities billed on the shipping document. The Standing Seam joint detail is designed with an interlocking feature for ease of installation. Neither the Manufacturer nor the carrier is responsible for material shortages against quantities However, it is imperative that installed Standing Seam panels be secured to the secondary The Builder is responsible for construction in strict accordance with Butler Mfg. billed on the shipping document if such shortages are not noted on the shipping documents upon structural members and properly seamed prior to departure from the job site each day. "FOR CONSTRUCTION" drawings and all applicable product installation guides. Butler is not delivery of material and acknowledged by the carriers agent. For materials concealed in bundles, responsible for work done from any other Butler drawings that are not marked boxes, or crates, shortages must be reported immediately upon unpacking. Should products get SKYLIGHTS "FOR CONSTRUCTION", nor any drawings prepared by others. wet, bundled and crated materials must be unpacked and unbundled immediately to provide Local building departments may require added fall restraint due to conditions that may affect the drainage of trapped moisture. See Erection Guide for proper job site storage procedure. skylight structural integrity. It is the responsibility of the builder to determine and provide any As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice(in Canada - CSA S16), which require U500 tolerance of installed members. Occasional SEALANTS added fall restraint under the skylight as may be required by your building department. field work including shimming, cutting, coping, and drilling for final fit-up are considered part of Sealants shall be applied in strict accordance with Butler details or weather tightness will be RAIN WATER RUNOFF erection. Specified field work and field welding conditions indicated on these drawings shall compromised. Sealant must be applied in temperatures and weather conditions also be included in the erectors scope of work. See Erection Guide for shimming procedure. consistent with labeling. Drainage systems must be designed by the project professional to comply with code requirements. For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance. Butler is not responsible for drainage designs, overflow scuppers, down piping, etc. The project INDEPENDENT MEZZANINES professional and contractor are responsible to ensure that primary drains and overflow devices The building erector shall be properly licensed and experienced in erecting metal building systems. such as scuppers and auxiliary drains are provided as required for the required rain intensity at The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirements Independent mezzanines must be designed by a professional engineer. The engineer must ensure the building perimeter and at valley conditions to prevent ponding. and all other governing site safety criteria. The builder is responsible for designing, supplying, that proper isolation from the Butler building has been provided to avoid structural damage due to locating and installing temporary supports and bracing during erection of the building. Butler differential movements, or inadvertently apply loads to the Butler structure. Butler accepts no STEEL SHOP COAT bracing is designed for code required loads after building completion and shall not be considered responsibility for the design of the independent mezzanine. The purpose of Butler's shop coat is to provide protection for the steel members during as adequate erection bracing. See Erection Guide. FIRE CODE COMPLIANCE transportation, during temporary job site storage and during erection. Standard shop formulation Shimming of steel buildings during erection may be required to accomodate allowable tolerances is not designed to perform as a finish coat when exposed to environmental conditions. Members It is the responsibility of the project design professional and builder to comply with local fire code during fabrication and erection. Special care should be taken by the building erector to shim regulations including consideration of, but not limited to, building use and occupancy, all building shall be kept free of the ground and properly drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied over Butler shop coat that the connections where key dimensions must be maintained for building performance as even small construction materials, separation requirements, egress requirements, fire protection systems, etc. painting contractor verifies compatibility between his finish coat and Butler's shop coat. tolerances can have a significant impact on critical dimensions such as height, clearances and Builder shall advise Butler of any special requirements to be furnished by Butler. plumbness, especially as the size of the member or building increases. Conditions where shimming BUTLER MFG. ACCREDITATIONS AND APPROVALS should be expected can include but are not limited to large door openings, critical clear height FIELD MODIFICATIONS requirements, cranes, buildings greater than 45 feet in height, clear spans greater than 125 feet Fabricator Approvals and adjacent frames with different characteristics (like clear span frames adjacent to an endwall Modifications to this building from details and instructions contained on these drawings must be or modular frame). Shims are normally provided by the erector, but may be ordered upon request approved in writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) by contacting your Project Manager. but is not limited to, removal of roof or wall cladding, removing or moving any flange braces or Listed under BlueScope Buildings North America, Inc. rod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc. City of Los Angeles, CA #F1300031; City of Houston, TX 767; EXISTING STRUCTURES The owner shall not impose loads to this structure beyond what is specified for this building in City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289, the contract documents. Butler Mfg. accepts no responsibility for the consequences of any State of Utah, City of Richmond, Ca. Butler must be advised of any structure that is within 20 ft. of Butler's building. Load effects unauthorized additions, alterations, or added loads to this structure. from snow drifting, wind effects, and seismic separation must be considered for both the new and Design Approvals existing structures. Butler has designed the new Butler building for these effects. The owner/builder If the builder intends to invoice Butler Mfg. for modifications in excess cf $1000, The builder IAS AC472 Approvals: (www.iasonline.org/services/metal-building-inspection) are responsible for employing a Professional Engineer to review and verify the existing structure must notify Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to Listed under Butler Manufacturing, a Division of BlueScope Buildings North America, Inc. for all load effects from the adjacent Butler building. proceeding. All final claims must be submitted to Butler Mfg with all supporting documentation Canadian CSA A660 Certifications within 30 days of the building completion. Claims submitted without work authorizations, or after BRACING 30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderate (www.cwbgroup.org) Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be amount of reaming, drilling, chipping / cutting and minor welding are considered by Code of Listed under BlueScope Buildings North America, Inc. taken while tightening brace rods so as not to cause accidental or misalignment of components. Standard Practice to be part of erection are not subject to claim reimbursement. Engineering Certifications of Authorization All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. For CONCRETE/MASONRY/CONVENTIONAL STUD WALLS USA--AL#CA-5589-E; AZ#22225-0; AR#576; FL#30427; GA#PEF007551; ID#C-2470; IL#184-002649; long or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspending KS#E-29; KY#4490; LA#EF6722; MS#E-0592; MO#E-2010007736; NC#F-0998; ND#1579PE; them from secondary members. The engineer responsible for the design of the wall system is responsible for coordinating with, or NJ#24GA28318800; NV#20437; OH#05898; OK#CA4170PE; RI#8838; SC#6206; SD#C-1787; TX#F4828; Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler specifying to Butler Mfg, any wall to steel compatibility issues such as drift and deflection VA#0411001520; VA#0411001518; WA#4119; WV#C03059-00 compatibility, special base details, and wall to Butler steel connections. All fasteners, sealant and structure must be designed by a qualified professional to deliver lateral loads to primary frames counter flashing of wall systems are to be provided by contractor. The engineer responsible for CAN--AB#P08900; NB#F0951; NL#D0044; NS#30123; NT#P062; ON#100148796; and YT#PP134 and rod bracing struts. Equipment bracing and suspension connections must not impose torsion the wall shall design the anchorage to Butler supporting elements consistent with Code or minor axis loads„ or cause local distortion in any Butler components. Butler accepts no required forces. responsibility for design or installation of bracing systems not furnished by Butler. FIELD WELDING E All field welding shall be done at the direction of a design professional, and done in accordance Loc�`o,A with governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform the �, welding as directed by the applicable welding procedure specification (WPS). A WPS shall be It vio/ation ofArticCe T s crrarzy person, urrCess he or is acting under r m €ii w prepared by the contractor for each welding variation specified. The contractor is responsible for the direction of a Ccensedprofessionafengineerorlandrsurveyor, to arteran item m —= tu any special welding inspection as required by local jurisdiction. Filler metal shall be in anyway. if an item hearing theseafofan engineer or/andsttrviyoris 70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system afteredf the a/'tering engineer or(4ndsurveyor shaffaffix to the item his or her ( ) py g searand the notation 'czl"tered byr foflo,(ved by his or her su:pwture and the date R SS1�N Seismic Cat D, E oir F , minimum Char V-Notch toughness shall meet AISC-341 criteria (20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C). of such a/teration, anda specific description of the arteyatxon. FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON,REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 ERECTION NOTES MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTi�ER 1/4/24 LOCATION: Southold, New York �, COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING,ALLAPPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.q,a 3 VPC FILENAME: 23-026114-01 1/3/2024 18:58:49 a division of BlueScope Buildings North America,Inc. 1 2 3 4 5 EL EL B 23'-0" 77'-0" 21'-0" 26'-0" - 24'-6" 24'-6" <*> <*> T- ID8 D8 t t 1 D2 D4 D4 t t I D21 I I I I I I I I I I I I CD0 Im o q I I I I I I I I I I I I D9 o ( I D6 o o I t I o I � —O I I I I I I I I I I I I o � - o CD I I I I I g o N N jr- 4 I I I I I I ID8 D81 I I I p o L� � LD 3 D3 <•> I D5 D5 I I I I o I I I I I I Io I I I I I ICY— ID3 I I I I o D3 o w "' D11 m fD1 I I I I I I I I N I I I I I I I I D2 14 D4 D2t Gy— N °c �p It is a violation.ofXrticfe 145jorany person, unless Fie or she is acting under the direction of a lzcensedprofessionafengitzeerorfa?zdszzroeyor, to arleran it�zn n w ANCHOR ROD PLAN in any Tva-yf. If an item 6eatintl the seafofan engineer orfandsurveyoris aftererl the alterxizg engineer orlandszzn-eyorshaffa�f�r,to tfe item Fris or her seafand the notation "aftered by followed 6y fzis or her signature and t(ze date �A 0 �' of sucfi alteration., and a sped is description of tlxe alteration. FESSIONP 2 3'-0" 1 1 '-0" Dimension Key Finished Floor Elevation = 100'-0" (Unless Noted Otherwise) FOR CONSTRUCTION <*>THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING ANCHOR ROD PLAN AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Li 1540 GENESSEE ST. KANSAS CITY, MO 64102 WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#: THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York 1/4/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. < a DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: PAGE: NITS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a 4 VPC FILENAME: 23-026114-01 1/3/2024 18:58:50 a division of BlueScope Buildings North America,Inc. Dim. A WIDTH L I- _ o + + _ N W Cq N _ E CMC14 _ E 2 1/2" (64mm) J -e 0 a IrL o W 21/2" 64mm LTJ _ E E ° - z 4) E F + z Zo E + t- E 1 . WIDTH 4" 5" c_*4 E 0 2 1/2" 2 1/2" (L FRAME WIDTH N WIDTH 64mm 64mm 0f3-I 102mm 127mm 2 1/2" 2 1/2" 2 1/2" 121/2 " 64mm 64mm 64mm I 164mm D1 (4) 3/4" Dia. D3 (4) 3/4" Dia. D4 (4 ) 3/4" Dia. Plate W=10", L=11" Plate W=8", L=1 ' -3" Plate W=9", L=1 '-1" D5 (4 ) 3/4" Dia. Gage=4" Pitch=4" Dim: A=1 ' -0" Dim: A=1 '-0" Plate W=9", L=1 '-3" Elev.=100 '-0" Elev.=100 ' -0" Elev.=100 '-0" Elev.=100 '-0" Dim. A Dim. A PITCH DIM.A NUT Ojfo�— HARDENED WASHER 4" (102mm) a PROJECTION N E m N E c� o LENGTH N le N ^ w + + _ r, w BOTTOM OF COLUMN �, z E Z �113 BASE PLATE ELEV. LFJ LLI =) N I& + _I mL+ E � E —TOP OF FOUNDATION - CONSIDER LU " 5"4 � EDGE N ANY SPACE BETWEEN THE FOUNDATION 4" 5" r m AND COLUMN BASE IN ANCHOR ROD N CO cm WIDTH �D LENGTH REQUIREMENT 102mm 127mm � 102mm 127mm 2 1/2" 121/211 64mm I 164mm THE 4" PROJECTION ABOVE THE BOTTOM OF THE BASE PLATE IS A SUGGESTED MINIMUM TO ENSURE ADEQUATE ANCHOR ROD LENGTH. A DIFFERENT PROJECTION MAY BE REQUIRED BY THE FOUNDATION DESIGNER. D ( 3/4" Dia. D6 (4 ) 3/4" Dia. Plate atee W=9", L=1 '-7" D8 (4) 3/4" Dia. D9 (4) 3/4" Dia. THE ANCHOR ROD PROJECTION MAY NEED TO BE CUT OFF IFTHERE IS INTERFERENCE WITH OTHER PARTS. Plate W=9", L=1 '-3" Dim: A=11 1/2" B=1 ' -2 1/2" Plate W=8", L=1 '-1" Plate W=9", L=1 ' -1" Dim: A=1 '-0" Gage=5" Pitch=5" Edge Out=4" Dim: A=1 ' -0" Dim: A=1 ' -o" SUGGESTED ANCHOR ROD PROJECTION Elev.=100 '-0" Elev.=100 '-0" Elev.=100 ' -0" Elev.=100 ' -0" 1/2" (13mm) DIAMETER CONCRETE ANCHORS 1.ANCHOR RODS, NUTS, HARDENED WASHERS AND ANY OTHER EMBEDDED ITEMS ARE TO BE FURNISHED BY CONTRACTOR. (BY OTHERS) 2.ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE JAMB BL SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KS1). IW Z (ASTM F1554 GRADE 36) ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR ROD EDGE DIMENSIONS AND METHOD E a VARIES OF TRANSFERRING FORCES FROM ANCHOR RODS TO M E FOOTINGS ARE TO BE DETERMINED BY OTHERS. to W BOTTOM OF 3. UNLESS OTHERWISE SPECIFIED,ANCHOR RODS ARE DESIGNED I COLUMN AND DETAILED AS "CAST-IN-PLACE" ANCHOR RODS WITH W BASE PLATE "SNUG TIGHT" CONNECTIONS. 74. FOUNDATION MUST BE LEVEL,SQUARE AND SMOOTH. I I ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN 11/411 —I OPENING WIDTH 1 1/4" ON THIS DRAWING OR STEEL WILL NOT FIT.THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING OF ANCHOR RODS 32mm 32mm PER AISC CODE OF STANDARD PRACTICE, SEC 7.5 NOTE: 1" (25mm) PROJECTION ABOVE VARIATIONS ARE SUMMARIZED BELOW; a. CENTERS OF ANY TWO AR'S WITHIN A COLUMN BASE _ E� BOTTOM OF JAMB CLIP STD = 1/2",(13mm) b CENTERS OF ADJACENT AR GROUPS; +-1/4" � LOC O� SEE PLAN FOR JAMB SIZES : J = SIZE y FLUSH = 0 (Omm) c. TOPS OF AR'S• +-1/2" Q? �<� JAMB 'EQ.' VALUES: d. ACCUMULATED DIM BETWEEN CENTERS OF AR GROUPS m k�#Q A ct It �s a•r�inlata�ara c�{;Artir• 145 c�reara �:rAv<�n, zara xr��. rr sfi�is actin zand>£.r �.,� w 7 EQ — 2" 51 mm 8.5 EQ = 2 3/4" 70mm ALONG COLUMN LINE; +-1/4" PER 100FT., NOT TO - _ W ' EXCEED 1" TOTAL. the�recti,ln of a firemeflari esvionarengitteererfiandsurr,,��on try alteran item � `" �-� .. " TYPICAL COLUMN in ant way. t art item faea°n t fie sea ft� Carr era inner or(arid srrrz,�r or�v - 10 EQ = 3 1/2 89rr1m 11.5 EQ =41/4 108mm e. DIM FROM CENTER OF ANY AR GROUP FROM COLUMN �` �• ,.� � ..� iT .� LINE; +-1/4" artered,the afteringen�girae °rrrfand.surl=eyorsfia affiTtntie item fiisnrher p, sea��arad-ire notation "adter�xd'Fj�"�7t' yr��erf 6,�fii;�nr her,ragrz�taar�:arr��t,�ae dace �� ESS1Oi� FRAMED OPENING DETAIL BASE PLATE DETAIL 5. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE cr fan t fie ot'a arzaffr ���zfr�r vlT Ltd a the zafterxzgna REACTIONS REPORT. � _ �, .� FOR CONSTRUCTION THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING ANCHOR ROD PLAN - DETAILS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT D 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Cor JOB#: THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold UTLER 1/4/24 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' New York O DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing CBU / BHL REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a PACE: 5 VPC FILENAME: 23-026114-01 1/5/2024 13:12:41 a division of BlueScope Buildings North America,Inc. Bracing Part Schedule Part Qty Length Detail 05RS3203 2 32 ' -3" BR01G2 03RS2811 2 28 ' -11" BR01G2 1 2 3 4 5 03RS2506 2 25 ' -6" BR01G2 05RS2908 2 29 ' -8" BR01G2 05RS3210 2 32 ' -10" BR01G2 CX010 CX012 CX002 CX004 CX006 CX008 03RS3001 4 30 ' -1" BR01G2 i i i i i i i O�� 0S i 0 i 01 i 70 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 i i i i e o sr i i L O N O OO e-I H O I O Co O .--I O I x O O x N a W W tx N I I ! a x I i i I I i i i i i i i i i ti i i i i i i i i i i o m r o I ! E PX 0 0 6 -0- ------- — ---— --—--- --------—-- -- ------ 0-- —— o o as x x x EPX005 x a a a 0? ' lT ' V 00, ! ! 0� i ! i i i I _ ! CDi i o I i i i o io 00 i i o N O O 1 N x x I a I ^ I ! I I I i r10p i I 1 11 I I N to O J O1 (h I p J ! O O O O i ! i I a a p�4 a a p I I I I o i i i I U I I EPX002 H EPX004 CX009 CX011 ICX001 1 ICX001 I I I I I 01? I RS i (9,7 7 I I I I I I I I I = I I I I O LO I I I I I I = I I O I I I I I I I I I I I I I I I ^ I I I I O I I I I I I I I C] EPX001 I 0 0 i w 01 �03RS2506 x I 04 W W o w -;------------------------------------------------------------------------------------- 5 0 - - - - - - - - - - - - - - - - - - - - - - - }—�- - I --- ---------0 3RS 2 6---- ---�-------------------------------------------------------------------------------- E PX 0 03 i I I i L ; O O u O 0 0 a x a � .SRS2 a 90 i i I 8 1 I 0 I i i i i N 1 = I I O I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I 2 I I I I �✓ 1 I I Z I I I I I I I I TI -----------CX013---------------RBX021----------------CX014-----------��- + CX001 CX003 CX005 CX007 l.QC,�C CO m 1 Uj 21'-0" 1 1 26'-0" 24'-6" 24'-6" 1 n I � 'I ` BL 10 BL it,ixa viafation n rtirfe 14 5 crarz ,person, unfesv fat?orshc>v a�:ti 11nder � PRIMARY AND ROOF BRACING PLAN p����recti�?ra� �a�!r €�s>nd.rcac�si<�1ttt��t il���erc�rl�tr�fsurt° �r t+�c� czrrita°rya BL A� �'E891QN�� p �a in atzy way. If an item beafitkq tfie seafo f an ei ine r or hndsurreyor is a(terecf tfizealrteringeragineercarfand'saarv)vrsftafl-a, rto the item hisorfier 1 1 ' -0" seafand tfie rr€atation "aitere!d by", 'cali'�na.,ed fi r hit earfizz=r signat ure acid the date Dimension Key Shape Name = Main Unit, Shape = Front Unit (If surfiaftercatuazr. a►r3faTpeci.,irde�7, �,ticanofMe aheratorl- PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY AND ROOF BRACING PLAN W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS, MFG.AND DESIGN AND PERFORMANCE UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER .S SEAL DOES p' 23-026114 SIDE OF THE WEB AS THE, HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports '~ DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocarloN: Southold New York $[./TLE'j? 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 6 VPC FILENAME: 23-026114-01 1/3/2024 18:58:52 a division of BlueScope Buildings North America,Inc. Frame Member Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Vert. Clearance at member WEPX001 1. W10X33 9 3/4" 9 3/4" 14 ' -9" 499# Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) WEPX001 2: W10X33 9 3/4" 9 3/4" 14 ' -9" 499# 2 3 4 5 77'-0" 0.0000:12 I I I I H I I N I I WRX004 (NS) WRX011 I WRX004 (NS) WRX005 (FS) WRX005 (FS) WRX013 0 0 0 0 M I N I '_ n 4 STAIR OPENING 4" 4'-2" 20'-4" N p O N O O w w w w � 3 � N f-i 27'-0" 24'-6" 25'-6" CL CL 77'-0" BL FRAME CROSS SECTION AT FRAME LINES) E BL v H. L0C �O * O cu It is a T iotatiorl of Articfe 14.5fxtrany persotr, unre&s'fir orsfie is acting under0 tfie direction cif a ccrrzsef rc�V fes»sinixa/ci: i�arernrlar slxi £ £) to atter�and item A in any .vwy. I f tin item bearing t/ie searof arr engineer or�zndsur°ceyor is �SS100 4 3'-6 7/16" aftered, tfit afteritig engineer or f+atldsiln.,eyorsfi7ffggi'x tct tfie item hi.S or Fier 3 2 @ 5' -0" seafand tfie notation'ifterc=dGy'; offinved 6j,fis or her si natiiry and"the date 2 3 ' -6" cf sittfx afterratio , arch,r�eci�'c description of the alteration. 1 4 ' -Off ❑ Dimension Key Shape Name = Main Unit Wall 1, Frame 3 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES E SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY EE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS RIOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED CR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Z SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: a DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York BUTLER 01/17/2024 LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU PAGE: 7 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'sPo#: 23-13 vFcvERsloN: 2023.4a FILENAME: C:1Users1abehm1OneDrive-BlueScopelDesktoplWorking Ordersl23-026114-011CAD FEDS17-FRAME CROSS SECTION AT FRAME LINE(S)E.dwg SAVE DATE: 1/17/2024 SAVE TIME: 08:49:43 LAST SAVED BY: abehm a division of BlueScope Buildings North America, Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Roes Rows PartNo Horiz . Clearance between members l (CX001) and 10 (CX002) : 74 ' -0 15/16" CX001 1 6. 0000 . 5000 . 1644 1 ' -3" 1 ' -3" 22 ' -4 11/16" 675# Dia. L Out In Horiz . Clearance between members 1 (CX001) and 11 (CX002) : 74 ' -0 15/16" RBX001 2 5. 0000 .3750 . 1345 2 ' -1" A 4 2 ' -1" 26' -4 11/16" 586# Length Thick.A325 3/4" 2 1/2" 1/2" 1 1 0097284 B 4 A325 3/4 2 1/2 3/8 1 1 0097284 Vert. Clearance at member 1 (CX001) : 20 ' -3 5/16" 3 5. 0000 . 1875 . 1345 2 ' -1" 2 ' -1" Vert. Clearance at member 10 (CX002) : 15 ' -10 13/16" 4 5. 0000 . 1875 . 1345 2 '-l" 2 ' -1" C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Vert. Clearance at member 12 (EPX001) : 22 ' -0 13/16" RBX002 5 5. 0000 . 1875 . 1345 2 ' -1" 1 '-8" 26' -10 5/16" 454# D 8 A325 3/4" 2 1/2" 3/8" 1 3 0097284 Vert. Clearance at member 13 (EPX002) : 23 ' -8 1/2" 6 5. 0000 . 1875 . 1345 1 ' -8" l ' -5 11/16" E 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) RBX003 7 5. 0000 .2500 . 1345 1 ' -5 11/16" 2 ' -1" 6' -0 5/16" 128# F 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 8 5. 0000 .2500 . 1345 2 '-1" 1 '-4 1/4" <S> RBX004 9 6. 0000 . 2500 . 1345 l ' -4 1/4" 1 ' -10" 19' -5 15/16" 407# - (2) Washers (095872) req'd at Flange Brace to Secondary. CX002 10 6. 0000 .2500 .2500 1 ' -3" 1 ' -3" 15 ' -10 13/16" 306# 11 6. 0000 .2500 . 1345 1 ' -3" 1 ' -3" EPX001 12 6. 0000 . 3750 . 1875 1 ' -2" 1 ' -2" 22 '-1 1/16" 570# BR25CA EPX002 13 6. 0000 . 3750 . 1875 1 ' -2" 1 ' -2" 23'-8 7/8" 606# BR25CA F D C A 3 S 58'-2 3/8" 0.9968:12 10 0 O 0 O N O n v 4 n v o N v � - �_ - -- \ \ `gS�16,, V O O N P� W - -- - U -� - \ 6 0 O O N 0.l W FC x - O o C) U � mw ro U 3 x�- - - - C \ \ 00.12 O N W rn rC (D r U --- w m x 3x - �-- D o (D � x- - - - RBX003 \ \ O N '- w - (D 3 x ___ - I F B RBX002 00 -1 \ O N \ N U .-4 �0 9 \ \ N I \ C> RBX001 \ \ w w r (z w �7 3 \ \ I \ w WRX014 (NS) WRX003 (NS) I E I N WRX001 WRX002 0 o 0 0 o U I o 0 0 o I 0 0 0 o I 0 0 N N O CD w I I o N w N O W � O I � I Ln z N I I \ N N N LnI N - I I N i-i I I I I I I I I I I 1 1 23'-0" I I 15'-0" 40'-0" CL CL 78'-0" BL FRAME CROSS SECTION AT FRAME LINE (S) 2 BL 10 27 ' -9 5/16" Ridge Ht. � p �Oc,�`0 9 2 '-3 5/16" * O 8 3 1/2" C� n ����+� ,r 7 4 ' -5 3/4" It is a-violation oYf, rticfe 14£for any person, unress he orshe is acting urtd wider rn -_ w the direction t f a tircrisedl)rof-essionalengineerorfati fsrirtey-or, to aftcran item (P � *n� �w 4 ' -5 13/ "5 in anal itay. I f an item bearing the leaf rf an engineer or farufmzn� �'or is BOA 0 8 5 1 ' -1 1/4" aftered, the afte7ing err tot t�item his or her �� SSt �'P4 ' 4 2 3 '-6 11/16" Irteer or fxtrd sarry ° ar sulfaf- seafandtfie notation 141teredby'jo fO�t ed y,his orhers(gnature andtfie date 3 1 ' --1" of such alteratiem, anda.she i-fir description of the afteration. 2 3 '-2 1/2" Dimension Key Shape Name = Main Unit Wall 4, Frame 1 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF rMiNk BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE FRAME CROSS SECTION AT FRAME LINE(S) 2 (a) SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Lj 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FCR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV:F DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: ° 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 < SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York ��TL�R 01/17/2024 TO FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE:GE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a $ FILENAME: C:1UserslabehmlOnel3rive-BlueScopelDesktoplWorking Ordersl23-026114-011CAD FEDS18-FRAME CROSS SECTION AT FRAME LINE(S)2(a).dwg SAVE DATE: 1/17/2024 SAVE TIME: 10:29:46 LAST SAVED BY: abehm a division of BlueScope Buildings North America, Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz. Clearance between members 1 (CX003) and 9 (CX004) : 72 ' -4 9/16" CX003 1 8 . 0000 . 3750 . 1644 1 ' -0" 2 ' -4" 22 ' -5 3/4" 779# Dia. Length Thick. Out In Vert. Clearance at member 1 (CX003) : 20 ' -2 5/16" RBX005 2 5. 0000 . 2500 . 1345 2 ' -1" 1 '-1" 25' -3 9/16" 413# A 12 A325 3/4" 2 1/2" 3/8" 4 2 0097284 Vert. Clearance at member 9 (CX004) : 15 ' -10 11/16" 3 5 . 0000 . 1875 . 1345 1 ' -1" 1 '-1" B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 10 (ICX001) : 23 ' -4 3/8" RBX006 4 5 . 0000 . 3125 . 1345 1 ' -1" 2 ' -1" 26' -10 7/8" 592# C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5 . 0000 . 3125 . 1345 2 ' -1" l '-5 5/8" D 6 A325 3/4" 2 1/2" 1/2" 1 2 0097284 RBX007 6 5 . 0000 . 2500 . 1345 1 ' -5 5/8" 2 ' -1" 5 ' -ll 3/4" 131# E 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 7 5 . 0000 . 2500 . 1345 2 ' -1" 1 '-4 1/8" F 8 A325 3/4" 2 112" 1/2" 2 2 0097284 RBX008 8 6. 0000 . 2500 . 1345 1 ' -4 1/8" 2 ' -1" 17 ' -8 1/2" 390# CX004 9 8 . 0000 .2500 . 1644 1 ' -0" 1 ' -10" 17 ' -9 1/4" 455# ICX001 10 8 . 0000 . 3750 . 1644 1 ' -2" 1 '-2" 23 ' -4 9/16" 685# F IC A 3 S 58'-2 3/8" 0.9968:12 10 @ 5'-0" O N � N U O 1. M o U � T CN o - - CD 3 x 9. O N '0h 22, _ 0 6 C \ 0000. NOTE: ko o N x - _ - - a2 o N U � N O N W Oa < SEE PAGE 26 FOR SPANDREL o N CQ � � x_ - - - - CD D \ BEAM CROSS SECTION. 44 CQ - - -- - - xB \ °° N x - - - I X007 6 a4 Cn Ur U � _ - -- B a co - ---�- o \ w w o F \ o RBX006 \ o N (D � C> � O .� N O A R8x00,9 \ \ o I ggX005 I \ \ ro \ I \ a 0 I E 1-4 I I I r WRX009 (NS) WRX010 (NS) WRX014 (FS) WRX010 (NS) WRX008 (NS) WRX003 (FS) WRX004 WRXO05 I 0 0 0 0 o 0 0 o I 0 0 0 o 0 0 I o o I N N Ci " O O I H I N I N M O O _ x U W I I n 2r4 o N x fl CD o W N W I Nco I <r I _ I N � f-I C I � I I I I I I I I I I I I I 0 1 CL 1 19'-0" 19'-01, 38'-0" 1 40'-0" 78'-0" 10 27 ' -9 5/16" Ridge Ht. BL FRAME CROSS SECTION AT FRAME LINE (S) 3 BL ✓y 9 2 ' -3 5/16" co LO O� 8 3 1/2" It is a T-iolation ow fArtick 145 f 3r any person, :a tkvi fie or she is acting under 0 <' m . y * 7 4 5 3/4" the drection of a trice rsedr-rof�ssionaf engineer or r4ndsun.-,i5 zr, to after an item m X 6 4 ' -5 13/16" cr in arr�,��va�3. If art item 6�rar7r� tie serrfof art err�irrec7r or�andsurr=t:�or is a/tered, the altering engineeror land-surt v rshiaffa�,�i.-,to tfir item his or her �p 70 0 4 �0 4 2 @ 3 ' -6 11/16" seafand tfre notation 121teredfiyjoflo,rtvdby his or hersignvtllre aruf the date 3 11 -1" Of sueft alteration, ands specific descni tion o�f the alteration. �SSION 2 3 ' -2 1/2" Dimension Key Shape Name = Main unit Wall 4, Frame 2 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 3 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 a SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN UTLER 01/17/2024 u, COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL LOCATION: Southold, New York ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a 1 9 FILENAME: C:IUserslabehmlOneDrive-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS19-FRAME CROSS SECTION AT FRAME LINE(S)3.dwg SAVE DATE: 1/17/2024 SAVE TIME: 10:29:44 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz. Clearance between members 1 (CX005) and 9 (CX006) : 72 ' -4 9/16" CX005 1 8 . 0000 . 3750 . 1644 1 ' -0" 2 ' -4" 22 ' -5 3/4" 774# Dia. Length Thick. Out In Vert. Clearance at member l (CX005) : 20 ' -2 5/16" RBX005 2 5. 0000 . 2500 . 1345 2 ' -1" 1 '-1" 25' -3 9/16" 413# A 12 A325 3/4" 2 1/2" 3/8" 4 2 0097284 Vert. Clearance at member 9 (CX006) : 15 ' -10 11/16" 3 5. 0000 . 1875 . 1345 1 ' -1" 1 ' -1" B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 10 (ICX001) : 23 ' -4 3/8" RBX009 4 5. 0000 .3125 . 1345 1 ' -1" 2 ' -1" 26 ' -10 13/16" 592# C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 5 5 . 0000 .3125 . 1345 2 ' -1" 1 ' -5 5/8" D 6 A325 3/4" 2 1/2" 1/2" 1 2 0097284 RBX010 6 5. 0000 .2500 . 1345 1 ' -5 5/8" 2 '-1" 5 ' -ll 3/4" 131# E 6 A325 3/4" 2 1/2" 3/8" 2 1 0097284 7 5. 0000 .2500 . 1345 2 ' -1" l '-4 1/8" F 8 A325 3/4" 2 1/2" 1/2" 2 2 0097284 RBX011 8 6.0000 .2500 . 1345 1 ' -4 1/8" 2 ' -1" 17 ' -8 1/2" 390# CX006 9 8 . 0000 .2500 . 1644 1 ' -0" 1 ' -10" 17 ' -9 1/4" 455# ICX001 10 8 . 0000 .3750 . 1644 1 ' -2" 1 ' -2" 23' -4 9/16" 685# F C A 3 S 58'-2 3/8" 0.9968:12 10 @ O N 3 � W N U rl N �--- - - C7 3 .�L 'On 22r 4 o N UU 44 3 � Q N �- O �: NOTE: � o c \ \ 12 SEE PAGE 26 FOR SPANDREL � o N o D RBXp10 \ BEAM CROSS SECTION. N w \ ,-a co U - c� 3 x - - B I \ 6 aw W - - o \o o F \ io RBX009 \ O N \ N U .-I o 0 3 x N H A .j \ \ o I w I RBy I \ \ C N ,�$ I I \ \ w WRX008 (NS) I E 0 I I WRX009 (FS) WRX010 (FS) WRX012 (NS) WRX0010 (FS) WRX008 (NS/FS) WRX013 (FS) WRX004 WRX005 I I o 0 0 0 0 0 0 o I 0 0 0 o 0 o I o o I N o0 o I H I N tf) O O >C ^ U w I I w I I I z N - n N _ x o o W N Wco c I N � I I I I I I I I I I I I I 1 CL 1 19'-0" 19'-0" 38'-0" 40'-0" 78'-0" BL BL 10 27 '-9 5/16" Ridge Ht. 9 2 '-3 5/16" FRAME CROSS SECTION AT FRAME LINES) 4 � OC 0'A 8 4 ' -5 1 2 3/4" it is a violation of grticfe 14 5 jorarty person, urtre ss he or she is acting under � m the direction cfa flcensedprkfes io f engineer orr4ndsl•�rr>ey0r, to a!teran item m �� (� 6 4 5 13/16 in any .u.,ay. If an item bearing tf seal of an engineer or&ndsurT�r'}�or is ZN� 5 1 ' -1 1/4" aftered, the aftering engineer or 6aridsiir y(,)rsr�rtCaffi.,to the item his or her �A 0 g fir, 4 2 @ 3 ' -6 11/16"' seaf andthe notation "h1tered1jy"joff u,,ezfbyhisorher*natureandtfiedate �Q�SSIC7N�� 3 1 ' -ivy of such alteration,inn, anda Teri rc description a-f't fie alteration. 2 3'-2 1/2" Dimension Key Shape Name = Main Unit Wall 4, Frame 3 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 4 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. ,JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 a SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York 01/17/2024 u_ COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 10 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NITS BUILDER'S PO#: 23-13 vPc VERSION: 2023.4a FILENAME: C:1Userslabehm1OneDrive-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS110-FRAME CROSS SECTION AT FRAME LINE(S)4.dwg SAVE DATE: 1117/2024 SAVE TIME: 10:29:43 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz . Clearance between members l (CX007) and 10 (CX008) : 74 ' -0 15/16" CX007 1 6. 0000 .3125 .1345 1 '-3" 1 ' -3" 22 ' -4 3/4" 463# Dia. Length Thick. Out In Horiz . Clearance between members l (CX007) and ll (CX008) : 74 ' -0 15/16" RBX012 2-4 5 . 0000 . 1875 .1345 1 '-8" 1 ' -8" 26' -4 1/8" 442# A 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 1 (CX007) : 20 ' -8 3/8" RBX013 5 5. 0000 . 1875 .1345 1 ' -8" 1 '-8" 26' -10 1/8" 470# B 8 A325 3/4" 2 1/2" 3/8" 2 2 0097284 Vert. Clearance at member 10 (CX008) : 15 ' -10 13/16" 6 5. 0000 . 1875 .1345 1 ' -8" 2 '-1" C 4 A325 1/2" 1 1/2" 3/8" 1 1 49080 Vert. Clearance at member 12 (EPX003) : 22 ' -1 13/16" RBX014 7 5. 0000 .2500 .1644 2 '-1" 2 '-4 3/16" 6 '-0 1/2" 153# 8 5. 0000 .2500 .1644 2 ' -0 7/16" 1 ' -1 5/8" <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. Vert. Clearance at member 13 (EPX004) : 23 ' -8 3/4" RBX015 9 6. 0000 .2500 .1644 1 '-1 5/8" 1 ' -10" 19' -5 15/16" Vert. Clearance at member 14 (EPX005) : 24 ' -8 1/2"432# Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) CX008 10 6. 0000 .2500 .2500 1 ' -3" 1 ' -3" 15 '-10 13/16" 327# 11 6. 0000 .2500 .1644 1 ' -3" 1 ' -3" EPX003 12 6. 0000 . 3750 .1875 1 ' -2" 1 ' -2" 22 ' -2 1/16" 571# BR25CA EPX004 13 6. 0000 . 3750 .1875 1 ' -2" 1 '-2" 23 ' -9" 593# BR25CA EPX005 14 8 . 0000 .2500 .1644 1 ' -2" 1 ' -2" 24 ' -8 1/2" 570# BR25CA F E C B A 3 S 58'-2 3/8" 0.9968:12 10 @ 5'-0" A 0 V A d 0 CO o p V l0 '� �-I N O A O N rQ M U O U -7 A 0 Nm -Q cw73 p wm ro @4, V n w m CD 4 CD N rl O N - - - U �$ tL - - �---� - U' .Y. �O„ 2z, U CQ A w U o c� 3 x _ A V Cu 0] -� C:) N 0 6 UI t� .'� 2L -. - -�'� \ N U -I I� O N -• �- I W 000 1 m N U - �� - A C7 3 2 oN U N [0 - - �-�-- - M m tD 3 x - A ID 3 - _ - C Nw NU U - - RBX014 \ \ 6 W A � RBX013 \ C N ,A R8x01S o 00 ' CDRBX012 N U U � aU7 FC PG1 h w m n cD x co U C7 I a, GC170120 r- WRX008 (NS) -I I r-I r c I � WRX012 (FS) WRX008 (FS) B WRX007 WRX00600 0 0 I o 0 0 0 0 0 ° 0 0 0 ° o I N O GC170120 0 0 �+ 0 w GC170120 cn w w i+ I o w I N CD I C, 0 rn x I U rn � w I w I I w H N I 2 N N N N - GC170120 roLn c I � GC170120 GI' I Ol I d' I I I GC170120 I GC170120 I I I 1 1 19'-0"- 19'-0" 20'-0" 20'-0" CL CL CL 78'-0" BL FRAME CROSS SECTION AT FRAME LINE (S) 5 BL �Q-�-1 N �pC�CO,p� 10 27 '-9 5/16" Ridge Ht. m i 9 2 '-3 5/16" r m m Z 8 3 1/2" 1t is a t4oratian of rtirfe 145fo r a i ity pees►€r, nn re,sr he orshe i a c t h i q under 7 4 ' -5 3/4" the direction o,,falicenrced/arofesriotiaretigitieerorf4ndsnlxvc�r, tc�czltt�rtc�� rte�Pr. 6 4 '-5 13/16" in any gamy. If an item bearing the srarof an engineer orlandstrrc.'eyor is A� � -Sa�pNPv 5 1 ' -1 1/4" altered, the afterfy engineeror fandsarrrg 'orsfita a t0 the item his or her 4 2 @ 3 '-6 11/16" sealand the notation ' lterrd{rj!'fot�ni,ed by.his car her sit n ature atad tf e date 3 1 ' -1"2 3 ' -2 1/2" of sash afteration, ands Teci�c description of the afterratirtm 1 8 1/2" 0 Dimension Key Shape Name = Main Unit Wall 4, Frame 4 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING FRAME CROSS SECTION AT FRAME LINES 5 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ° UNLESS NOTED OTHERWISE. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. PRIOR WRITTENREV: DATE: BY #: j 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES APPROVAL OF BUTLER MFG. : DESCRIPTION: BUILDER: Radon Construction Corp. JOB 23-026114 Q SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN BUTLER 01/17/2024 LOCATION: Southold, New York o COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'sPo#: 23-13 vPcvERsioN: 2023.4a 11 FILENAME: C:1Userslabehm1OneDr1ve-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS111 -FRAME CROSS SECTION AT FRAME LINE(S)5.dwg SAVE DATE: 1/17/2024 SAVE TIME: 10:29:41 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz . Clearance between members l (CX013) and 4 (CX014 ) : 21 ' -8" CX013 1 8 . 0000 . 2500 . 1345 1 ' -6" 1 ' -6" 14 ' -5" 366# Dia . Length Thick. Out In Vert . Clearance at member l (CX013) : 12 ' -10 1/2" RBX021 2-3 8 . 0000 . 3750 . 1345 1 ' -6" 1 ' -6" 21 ' -7 3/4" 647# A 14 A325 3/4" 2 1/2" 3/8" 3 3 0097284 Vert . Clearance at member 4 (CX014 ) : 12 ' -10 1/2" CX014 4 8 . 0000 . 2500 . 1345 1 ' -6" 1 ' -6" 14 ' -5" 366# Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) 2 3 ---------- --- ------------------------------------------------------------------------------------------------------------------------------------------------ ----------- 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 ; I ; I , I , I ; I ; I ; 1 , I , I , I ; 1 ; 1 I I ; I I I , I I 1 ; I I I Q1-01 ; I I 1 LG 1 O I I A A HFB3060 HFB3060 1 I ; i i RBX021 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 ; i i i i i i i i i i i i i I 1 I I I I I I I 1 I 1 I 1 I 1 I LO i I i I I � I I � I I p � I i U i I i I ; I i ; ; ; ; ; ; O N L°° �0�A I `r< ►- o � 1 24'-s^ 1. ca 1 It is a vinfaticrn n,f,;Irtiefe 145 forany person. unfess fie orsfie is acting iinder Z IU 26'-0" the direction ofa ficensedr-n fes,4on lengineer or randsurf leyor, to arteran item in arty .,r ay 1 f an item ficarirrsg the scat(f an engineer or fandstime,yor is PORTAL FRAME ELEVATION ALONG F altered; the aftering engineer or &ndfsijnt;yor shaffaf io the item his or her 0 .5510NP� seafand tfm notation "aftered byl"f lToTc ed by his or her sigrrai ure and the date If such alteration, anda sped w description of the afteratimm. 1 811 Dimension Key Shape Name = Main Unit Wall 4, Frame I PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN .I BOLTS FOR SECONDARYCONNECTIONS, ONLY THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 PORTAL FRAME ELEVATION ALONG F MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. NOT APPLY TO THE PERFORMANCE OR CUSTOMER: �� 23-026114 SIDE OF THE WEB AS THE: HILLSIDE WASHER. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.q,a 12 VPC FILENAME: 23-026114-01 1/4/2024 12:38:06 a division of BlueScope Buildings North America,Inc. Frame Member Schedule O Bolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx.Lgth Approx.Weight Detail Id Qty Grade Bolt Bolt Plate Rows Rows Washer PartNo Horiz. Clearance between members 1 (CX009) and 6 (CX010) : 36' -7" CX009 1 6. 0000 . 3125 . 1875 1 ' -0" 1 ' -0" 16' -1 5/8" 347# Vert. Clearance at member 1 CX009) : 16 ' -1 5/8" Dia. Length Thick. Out In ( RBX016 2 5. 0000 . 1875 . 1345 1 ' -6" 1 ' -6" 19' -4 1/16" 319# A 4 A325 3/4" 2 1/2" 1/2" 1 1 0097284 Vert. Clearance at member 6 (CX010) : 16' -1 5/8" RBX017 3 5. 0000 . 1875 . 1345 1 ' -6" 2 ' -3 13/16" 5 ' -11 15/16" 122# B 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert. Clearance at member 7 (EPX006) : 24 ' -4 11/16" 4 5. 0000 . 1875 . 1345 2 ' -3 13/16" 1 ' -6" C 4 A325 1/2" 1 1/2" 3/8" 1 1 Yes 49080 Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) RBX018 5 5. 0000 . 1875 . 1345 1 ' -6" 1 ' -6" 19' -4 1/16" 319# 0 11 _0II 161 5/8tl 354# <S> - (2) Washers (095872) req'd at Flange Brace to Secondary. CX010 6 6. 0000 . 3125 . 1875 1 //_ EPX006 7 8 . 0000 . 2500 . 1644 1 ' -0" 1 ' -0" 24 ' -4 11/16" 529# BR25CA C B A 3 J 2 / \ o Un N 22 O N w o 6 t m 0 000 O \c7 3 . x 1 / B B \ / RBX017 \ �,9 � N m c> r o N 6 � � x c� a, i � 6 w g��p1 O p N I 0 0 N A A I I I I I I I o 0 x a, w I I I I I I o, I I r _ CD 1-4 O U U -I ut I I I I I i I I I I I I I I I I Q F L°C�O� 20 -0 20 0 O <� 4 01-0„ 1-t is a violation n,f fl rticfe 145 foranyper on, unf sc fie or she is acting xtnd m °' tilt, w 7 27 ' -9 5/16" Ridge Ht. thedrectiono alxceneeef ro essiortxafen itreer'ortararfstint (7r, to Z 2tu 6 3 1/2" BL FRAME CROSS SECTION AT FRAME LINE (S) 1 sL f + 3 tp 5 4 '-5 3/4" in any v.,ay. if an item bearing t he seaf of an engineer or�iand srcr�eyor is al"tered,, the al"terin err itteererfattd-starc� =o x.e rshaffa to the item his orfrer i4 8 4 4 ' -5 13/16" seaf and the notation Tittered by'foffover�dy fiis or tier si natrtre and�the mate �� 'SSIONP~ 3 1 '-1 1/4"2 2 ' -3 5/16" Of stack alteration, ands specific description of the alteration. ❑ Dimension 1{ey Shape Name = Fron1 Unit Wall 4, Frame 1 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (490E0) AND NUT (47120) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED FRAME CROSS SECTION AT FRAME LINE(S) 1 SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Z SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: w° DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York BUTLER 01/16/2024 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE:GE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S po#: 23-13 VPC VERSION: 2023.4a 13 FILENAME: C:Wserslabehrn%OneDrive-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS113-FRAME CROSS SECTION AT FRAME LINE(S)1.dwg SAVE DATE: 1/12/2024 SAVE TIME: 14:24:44 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Frame Member Schedule OBolt Connection & Plate Schedule Frame Clearances Part Mem Width Thick WebThk. Depthl Depth2 Approx. Lgth Approx.Weight Id Qty Grade Bolt Bolt Plate Rows Rows PartNo Horiz . Clearance between members l (CX011) and 9 (CX012 ) : 36 ' -7" CX011 1 6 . 0000 . 3750 . 1644 1 ' -0" 1 ' -0" 16 ' -3 15/16" 389# Dia. Length Thick. Out In Horiz . Clearance between members 1 (CX011) and 10 (CX012 ) • 36 ' -7" 2 6 . 0000 . 3750 . 2500 1 ' -0" 1 ' -0" A 6 A325 3/4" 2 1/2" 1/2" 2 1 0097284 Horiz . Clearance between members 2 (CX011) and 9 (CX012 ) : • 36 ' -7" RBX019 3 5 . 0000 . 2500 . 2500 1 ' -4" 1 ' -4" 19 ' -4" 392# B 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284 Horiz . Clearance between members 2 (CX011 ) and 10 (CX012) : 36 ' -7" 4 5 . 0000 . 2500 . 1644 1 ' -4" 1 ' -4" C 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284 Vert . Clearance at member 2 (CX011 ) : 16 ' -3 15/16" RBX020 5 5 . 0000 . 1875 . 1345 1 ' -4" 2 ' -3 3/16" 6 ' -0" Ill# Vert . Clearance at member 9 (CX012 ) : 16 ' -3 15/16" 6 5 . 0000 . 1875 . 1345 2 ' -3 3/16" 1 ' -4" Finished Floor Elevation = 100 ' -0" (Unless Noted Otherwise) RBX021 7 5 . 0000 . 2500 . 1644 1 ' -4" 1 ' -4" 19 ' -4 1/16" 392# 8 5 . 0000 . 2500 . 2500 1 ' -4" 1 ' -4" CX012 9 6 . 0000 . 3750 . 2500 1 ' -0" 1 ' -0" 16 ' -3 15/16" 386# 10 6 . 0000 . 3750 . 1644 1 ' -0" 1 ' -0" C A 3 3 o / \ 10 0000'12 � N � //// O O \\\\ � � � 22 •4 �I16^ 6 3 � /�/ \\3 x �16n B C \\\\ 12 / RBX02C \\\ 6.0000 48x021 \\\\ / / \ N N I 3 °k° a \ 1 j 0 g��•019 0 N I A A I I I I N I I I I C� 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 I I I I I I I I I I I I I I I I I 1 � I I LO I I � I I � I LO I I LO CD � 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 I I I I I I I I I I I I I I I I I I I I I of W CO H. Loy 0 7 2 7 ' -9 5/16" Ridge Ht . It is a violation ofArticle 14.Efor any person, iiniess fie orsfic isacting iindet' 6 3 1/2" a o -o" the direction,(fa�cert sc�drrx fesrvionarerrcgiraecr ar ran .surc,,Osc?r•, to alterr an item �u 5 4 ' -5 3/4" BL FRAME CROSS SECTION AT FRAME LINE (S) 2 BL in any°ccy. If an item 6eming t&.vealofan engineer orlandsume.)kvis OA �p 8 4 4 ' -5 13/16" alters>d, the altering engineer or land were tyor shaffaff-,to tficx item his or/ier �, g S810N4 3 1 ' -1 1/4" seraland tte notation "altered y"f ffoTtred y his earfier*natcere card tfre elate 2 2 ' -3 5/16" of srecFZ alteration, anda.srt.7cif iz.descripti4in o�,{�tfw raf er'erti{irc. 1 8 1/2" Dimension Key shape Name = Front Unit Wall 4, Frame 2 PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG.APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 FRAME CROSS SECTION AT FRAME LINE(S) 2 MFG. AND DESIGN AND PERFORMANCE SECONDARY CLIP CONNECTIONS,AND FLANGE BRACE CONNECTIONS,UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. Radon Construction Corp. JOB#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES REV: DATE: BY: DESCRIPTION: BUILDER: 23-026114 SIDE OF THE WEB AS THE 14ILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: BUTLHR 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT Southold, New York DRAWN/CHECK: DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDERS PO#: 23-13 VPC VERSION: 2023.4a PAGE: 14 VPC FILENAME: 23-026114-01 1/5/2024 13:14:27 a division of BlueScope Buildings North America,Inc. Frame Member Schedule Part Mem. Width Thick. Webthk Depth Approx. Lgth &A }- WRX001 50001 W18X35 .4250 .3000 1'-5 11/16" 21'-9 1/2" WRX002 50001 W14X22 .3350 .2300 11-1 11/16" 15'-0" 0 "'AL'- -'`' 'C7"RZI" WRX003 50001 W12X14 .2250 .2000 11 7/8" 26'-0" WRX004 50001 W18X50 .5700 .3550 1'-6" 17'-9 1/2" r Z's WRX005 50001 W18X50 .5700 .3550 1'-6" 19'-0" WRX006 50001 W16X31 .4400 .2750 1'-3 7/8" 19'-0" WRX007 50001 W16X31 .4400 .2750 1'-3 7/8" 17'-9 1/211 61 ,� 5- - y� WRX008 50001 W12X14 .2250 .2000 11 7/8" 24'-6" WRX009 50001 W14X22 .3350 .2300 1'-1 11/16" 24'-6" r ,c WRX010 50001 W16X26 .3450 .2500 1'-3 11/16" 24'-6" 1,3 WRX011 50001 W16X26 .3450 .2500 1'-3 11/16" 18'-101, `aa WRX012 50001 W12X19 .3500 .2350 1'-0 3/16" 24'-6" y �� WRX013 50001 W12X14 .2250 .2000 11 7/8" 20'-4" 04 ;4 WRX014 50001 W12X19 .3500 .2350 1'-0 3/16" 26'-0'v rA p F:.;.NrrF uR WEB Mezzanine 1 @ 14/9/0 Floor Type Non-Composite -_M20R7A_VT ZRZ:,.R NuTE: Loading Type Storage Eli;LM CCNN7- -Z. u _ m 3 Mezzanine Category Partial Floor CA.RY MUST BE TA=N N!1i?' ERZ,271.�;, E�1%13. Bracing Category Unbraced Top of Floor 14 '-911 Total Thickness of Deck + Topping 4" Top of Joist 14 '-5" 2 B 3 4 5 Min. Clearance from Floor to Rafter 5'-5" o Min. Clearance from Floor to Joist 12 '-6" SEE SECTION "E" FOR SLAB � Floor Dead Load 56. 00 psf [Rl] IR2] EDGE AT CORNER _ Floor Live Load 125. 00 psf Not - - - - - - - - - - - - - - - - - - - - Reducible (� I- - - - - - - - C [R9] -\ T EPX004 Coll. Load: 5.00 psf EPX002 WRX003 ICX001 �L ICX001 [R6] � Partition Load: 0 .00 psf I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Floor Live Load Deflection 360 I [R4] [R9] - - - - - - - - - - - - - - Floor Dead + Floor Live Deflection 240 WRX008 WRX008 I \- [R3] _ [R3] 1 [R3] [R3] I I II I [R7] N x I E �j WRX010 3 ► [R8] [R7] Ln I _ o 0 0 0 0 o i 1 x x I rn L I I I [R4] E I N I I I I I I [R3] [Rl] WRX014 o CD EPX001 o a [R6] E I x 1 I I F CD I [R6] 1 w [R9] [Rl] z l I [R9] w F-iw CD� N I _ - - - - - - - - - - - - - �EPX003 i ao I °� I I [R9] WRX013 [R2] [R2] WRX012 � a I H I [R3] _ [R9] [R6] A t 0 1 I I I I [R7] E [R8] CD CD CD 1 1 a I WRX010 N [R7] 0 0 4 '-211 o o CDi - I ao o 0 4" 3'-6" 4" a [R3] I I - - - WRX009 - �' - - I STAIR OPENING I [R5] [R10] [R3]I E = E [R10] I [R5] E - WRX008 - CX013- - - RBX021 - - -CX014 - - - - - - - w � L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CX001 CX003 CX005 [R2] [R2] CX007 4J 1 D D 1 27 '-0" 24 '-6" 25 '-6" 7 7 '-0" L Gj,�Q- -1 OCR O,A BL Mezzanine Layout - 14 ' -9" BL �* m� « , ' v n r�� w NOTE: It is a vit ation cif`t tgc,e 14- or any prrson,. unress fie orsfie is acting under" tfie direction.of a ltcerised"rn2fevsiatiarei�gineeror15ndsurc fir, to atteran.item EDGE OF DECK - SEE PAGE 17 FOR MEZZANINE BEAM CONNECTION DETAILS (SHOWN ON PLAN AS [R-] ) . 10 08 in ari�°c�tay. Tf art rtcxrn 6i�arin��t���ceufc?f',�ra erac,�irreer or lan<�';��tr^f��yc>ris ,o � - SEE PAGE 18 FOR MEZZANINE SECTION VIEWS . artered, trea!tering engineer orfand,rranryorsfia affix tfre item fiivorfier R fib`��ONP NOTE: STAIR CLEAR OPENING searancftfir notation 'iaftered by'jial2inc=ect fy,faiv orfer signataare and the dilate 18 ' -2" X 3 ' -6" n,fstickaftercation, azndaspecifir:descrpticonoft1wareration, ❑ Dimension Key Shape Name = Main Unit,Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING MEZZANINE LAYOUT AT EL. 14'-9" MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT D 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. J0B 23-026114 Q NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York <CjBtU�TLER' 01/09/2024 COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 15 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER's Po#: 23-13 VPC VERSION: 2023.4a FILENAME: C:1Userslabehml0neDrlve-BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS115-MEZZANINE BEAM LAYOUT.dwg SAVE DATE: 111212024 SAVE TIME: 11:47:07 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. ROD DIA. MARK CLEVI CLEVIS BRACE 9 FRAME BRACE ROOF FIELD DRILLING OF 9/16" DIA. " LOCATION LOCATION SECONDARY HOLE MAY BE REQUIRED (2 OR 4) A325 BOLTS 3 8 097572 MEMBER PRIMARY 1 2" 097573 BOLTS FRAME BOLTS PORTAL r FRAME COLUMN OR BEAM 5/8' 095277 0** **o FRAME BRACE LOCATION BRACE LOCATION WEB HEX NUT 3/4" 095278 0 o 1 1/4 N / WASHER "A" 71'$ 095280 0 — — — _ — — o —o�_ j S MEMBER ONDARY / (D WASHER "B" 1 1/8" 095281 (MAY BE INSET) ROD HILLSIDE WASHER 1 1 4" 095282 COTTER PIN FLANGE BRACE 000 1 3 8" 097593 (GFB—) OR (HFB—) — — — — — — — — — — — — — — — — — — 1 1 2" 097594 1 1/2" FLANGE BRACE WILL TYPICALLY N / FIELD NOTE CONNECT TO THE WEB OF THE r 100A WEB REINFORCEMENT PLATE THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. I I REAM—OUT THE 9/16" DIAM. HOLE IN o 0 0 o 1/2" x 1 1/2" (IF PRESENT) MAY BE SHOP WELDED ON THE SECONDARY MEMBERS TO 13/16" CLIP REQ'D W/ A-325 BOLT EITHER SIDE OF THE WEB. CLEVIS \ DIAM. HOLES. (FOR THE 12MDB— FLANGE THICK FLANGES (49080) TYP. BRACE WITH A 3/4" X 2 1/2" A325 O FBLC2 FIELD O BOLT WHEN REQUIRED.) SLOT LINER OR in FLANGE BRACE REQUIREMENTS: O VAPOR RETARDER FIELD BEND PORTAL COLUMN DEPTH FLANGE BRACE BRACE ROD ALTERNATE CONNECTIONS WHERE < 24" HF93060 FLANGE BRACE REQUIREMENTS: FLANGE BRACE REQUIRED (GFB—) OR (HFB—) > 24" & < 36" HFB4106 RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. 36" DESCRIPTION/PART NO RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CLIP REQ'D W/ > HFB6032 ROD NUT HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE CROSS SECTION IS NOT ACCOMPANIED BY (2). THICK FLANGES BOLT FBLC2 CLIP TO DIAM A B WASHER CLEVIS PIN _// RULE#3— FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 3/8" 953 ( )21 3/S" FLAT WASHER (96408) 1/2" BEVEL SQUARE WASHER (46040) WITH SHOULDER ZEE/CEE W/ (2) 1/2" NOTES: 1/2° 95230 1/2"� FLAT WASHER (95a72) 3/4" FLAT ROUND WASHER (95946) 543334 WHEN PART MARK IS ACCOMPANIED BY (2). A325T BOLTS (49080) (D FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS 5 8 95233 5 8 FLAT WASHER 95945 MAY BE FURNISHED WITHOUT RULE#4— WHENEVER POSSIBLE PLACE SINGLE BRACES TOWARD THE 3/4" 95235 3/4- FLAT WASHER 95946 1" FLAT ROUND WASHER (95948) 543335 A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING. 0 W/ WASHERS (095872) FOR FLANGE BRACE CONNECTIONS. �� 7 s 95237 7 8 FLAT WASHER 95947 PIN WILL BE PROVIDED. RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME OVER SLOTS IN ZEE/CEE DRILL 9/16 HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2 1" 95238 1" FLAT WASHER 95948 1 1/8°' FLAT ROUND WASHER (95949) 543336 SIDE OF THE FRAME WEB. MEMBER FROM BOLTING PLATE 0 BEAM �. 1 1 8 95239 1 1 8 FLAT WASHER 95949 ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. ALTERNATE CONNECTIONS REV. DATE:08/02/17 IREV. N0.04 REV. DATE_06/23/11 REV. NO.03 REV. DATE: REV. NO. REV. DATE: REV. NO. REV_ DATE031716REV_ / / . NO-03 ROD BRACE ROD BRACING TYPICAL FLANGE BRACE CONNECTIONS ROOF/WALL FLANGE BRACING PORTAL FRAME DETAIL BR01 G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLINI IBR06J3 PURLIN/GIRT WITH LINER OR INSUL. VAPOR RETARDER BR12J1 CONNECTION TO FRAME NOTE: ALL BOLTS TO BE F = FEET G = GAGE CX*** = COLUMN (PLATE) BASIC ERECTION GUIDE REQUIRED FOR THIS PROJECT: NOTE: ALL BOLTS TO BE 1/2" X 1 1/2" A325 1 = INCHES 0 = OPERATION CGX*** = COLUMN (GAGE) 1/2 X 1 1/2 A325 BOLTS {49080) (U.N.O.) E = EIGHTHS C = FIN/COLOR WGX*** — COLUMN (HOTROLL) BOLTS (49080) (u.N.o.) PURLIN REFER TO: WIDESPAN STRUCTURAL SYSTEM RAKE PANEL/COVERING BEAM W 1 3 1 1 2 f 1 K T D RBX*** = RAFTER (PLATE) RAKE BEAM * F F I I EGG 0 C C C BGX*** = RAFTER (GAGE) 2013 INSTALLATION GUIDE e CONNECTOR CLIP ,'� 1/2" X 1 1/2" A325 BOLTS (49080) WITH LENGTH CODE WRX*** = RAFTER (HOTROLL) (2 BOLTS) ', HARDENED WASHER (095872) EACH SIDE INSULATION TRX*** = TRUSS RAFTER ® USE JCP— WHEN READ. (TYP AT PURLIN END OF BRACE) I B 1 3 D 1 0 3 6 0 3 0 W V ® (2 BOLTS EACH END} ICX*** = INTERIOR COLUMN FRAME REINFORCEMENT a FLANGE BRACE (GFB- OR HFB-) F F F I I I I I I E C C PCX*** = PIPE COLUMN 1/2" x 1 1/2" PLATE (WHEN REQUIRED) e , LENGTH WIDTH THK CODE TCX*** = TUBE COLUMN A325 BOLTS SECONDARY (STANDARD) (49080) FILL 0 B Z 1 9 1 1 4 1 7 — — — — — EPX*** = ENDPOST (PLATE) ALL HOLES * * * F F I I E G G * * * * * EGX*** = ENDPOST (GAGE) DEPTH_L LENGTH GAGE ADJUST.CODES SHAPE CBX*** = CANOPY (PLATE) SECONDARY (SPECIAL) CBX*** = PIGGYBACK CANOPY ENDPOST ® 0 01 0 8 Z 1 91 1 41 7 - - - DCC*** = 8 1/2" GAGE POST BRSX— GIRT * * * * * * F F I I E G G * * * ENDPOST �O ENDPOST BRACKET ® (MAY BE INSET) .i, COUNTER DEPTH& LENGTH GAGE ADJUST.CODES DOE*** = 10" GAGE POST (S BOLTS TO ENDPOST) ® I SHAPE ENDPOST OUTSET GIRTS RAKE ROD BRACING RS = THREADS BOTH ENDS 1 '-3" AT 10" & 11 1/2" E.W. GIRTS BEAM 0 3 R S 2 51 0 RT THREADS ONE END - CLEVIS ONE END BAILER V-0" AT 7" & 8 1/2" E.W. GIRTS I E * * F F I I RU = CLEVIS BOTH ENDS a DIA LENGTH RP = THREAD BOTH ENDS — NO HILLSIDES 6" AT ALL INSET GIRTS REV. CATF-07/01/09 REV. NO.OD TOP OF ENDPOST REV. DATE:11/16/15 REV. NO_oa REV. DATE:08/29/12 REV. NO. REV. DATE-01/30/14 REV. NO- REV. DATE:07/01/09 REV. N0.00 ENDPOST TOP BETWEEN PURLINS MARK NUMBER KEY RAKE BEAM CONNECTION 9R25BD ENDPOST BRACKET TO RAKE BEAM BR25CA NO CAP CHANNEL - BRACED TO PURLINS ONLY EN50131 COMMON GENERATED MARK NUMBERS L ENB002 BASIC ERECTION GUIDE — STRUCTURAL PF10C2 TO ENDPOST GAGE POST I ROOF BEAM 8 1/2" POST SHOWN I I ROOF 10" POST SIMILAR GAGE POST I BEAM I I I I I I I) I I < Z III I I � < I HORIZONTAL w II CLEARANCE > � I c� Qz *8 1/2" POST REQUIRES II EXTERIOR I < HORIZONTAL (2) ANCHOR RODS III COLUMN I w w CLEARANCE 10" POST REQUIRED I HORIZONTAL SPLICE v EXTERIOR (4) ANCHOR RODS GPBC__ — COLUMN *3/4" DIA. �� ,��� ( VERTICAL SPLICE ANCHOR RODS <c`�P���' L- - - - - - - - - - - 3/4" FLAT WASHERS, � ® ��d ''� BOOM I BASE �Q. Lo0 0LJj 'A v LA P T `� �� 9ti��F Q'So� ��, ��� I cQ� Q FINISHED FLOOR INTERIOR o- ELEVATION 100'-0" COLUMN w w 1i_1 (TYPICAL UNLESS Q U ( > U NOTED OTHERWISE) it Asa. tioration of�trticfe 145for�artypersc��z unkss fie or'she is acting under' U Q tfre dtrection.ofa itcerisedrrofeirit)rial`t_rrgintrerorfandsurtceyor, to arterarr iterrt ANCHOR RODS, NUTS F- Q I in any .tvay. Tf an item fiearina�the searof an engineer or land sur><wyor is AND WASHERS ARE > J I COLUMN BASE PLATE aCtered. tyre al'-terincd errr/ineer'or�lrrndsur-teyw rfaffaf�r,to the item his or her BY BUILDER INTERIOR COLUMN SPLICE NOTE: BASE OF COLUMN MAY seafand'thenotation "altered "'fo&yrved yfifi vorfi .s nature andtfie date NOT BE AT FINISHED FLOOR ofmichafteration, andasTea'ifcdesci�iptionof the afteratiorr REV DATE:11/17/17 REV. N0 02 GAGE POST BASE CONNECTION REV. DATE:os/12/16 REV. NO.00 CLEAR HEIGHT DIMENSION WORK POINTS PF13D2 FACTORY ATTACHED BASE CLIP PFRO07 AS SHOWN ON FRAME CROSS SECTION DRAWINGS PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 PRIMARY BRACING SED S W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER � SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT ,1 PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp' 0 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEERS SEAL DOES 23-026114 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold New York BUTLER' 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 16 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:06 a division of BlueScope Buildings North America,Inc. USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 CLIP = 3MZE0440607000002B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440607000002B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440607000002B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440610000003B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440613000004B HI STRENGTH BOLT (XXXXXX) & BOLTS = (2) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (2) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (2) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (3) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (4) - 0.75" dia. A325T 3/4" HEAVY HEX NUT WELD = 3/16" FILLET NS/FS COLUMN WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS CL COLUMN WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS III FIN. FLCOR T11111 - FIN. FLOOR FIN. FLOOR FIN. FLOOR FIN. FLOOR - - N N 't - � (0 CO N II II BEAM BEAM II BEAM BEAM NOTE: NOTE: NOTE: NOTE: NOTE: BEAM - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT DETAIL R1 BEAM TO COLUMN FLANGE DETAIL R2 BEAM TO COLUMN WEB DETAIL R3T BEAM TO BEAM WEB DETAIL R4 BEAM TO COLUMN WEB DETAIL R5 BEAM TO COLUMN FLANGE USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 USE 3/4" x L" A325 HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZE0440613000004B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG0740610000003B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG07406100000013B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG0740613000004B HI-STRENGTH BOLT (XXXXXX) & CLIP = 3MZG0820613000124B 3/4" HEAVY HEX NUT BOLTS = (4) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (6) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (6) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (8) - 0.75" dia. A325T 3/4" HEAVY HEX NUT BOLTS = (8) - 0.75" dia. A325T CL COLUMN WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS WELD = 3/16" FILLET NS/FS II FIN. FLOOR II FIN. FLOOR _ FIN. FLOOR FIN. FLOOR FIN. FLOOR N N to N BEAM BEAM NOTE: BEAM NOTE: NOTE: NOTE: BEAM NOTE: BEAM - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT - BOLTS ARE TO BE SNUG TIGHT DETAIL R6 BEAM TO COLUMN WEB DETAIL R7 BEAM TO BEAM WEB DETAIL R8 BEAM TO BEAM WEB DETAIL R9 BEAM TO COLUMN FLANGE DETAIL R10 BEAM TO COLUMN FLANGE 3/16 3/16 DETAILING TO ADD STIFFENER FROM MZE CLIP TO INNER FLANGE. STIFFENER TO BE 4 1/4" X 3/8" X, LENGTH TO INNER E FLANGE. N Loc�0_ r 17 00 riez .i e ; W It is a viofaticttr of,,'Irticfe 145forota f; rfRa , unless fie or she is cting r fitrfe the direction of a Iticensed r,rofessit-mares inn ror landsurveyor, to after an item in any way, If an it cam fiea ring tfie sea rof an er igi?iee r car fatuf surf Ieyvr is �O 0 a r{kr aftered the afterinrd engineer or(nd"sa nwyors ffaff v,to the item his or her p�'0 -SVaNP� seafancf tfre ru)tatiotz "afterecffay'fof1i tved by Fars or hersagnature andttie date o f such catenation. unda si ecifir desrnr tion a the arteration. REINFORCEMENT REQUIRED AT GRID 5-C PERMIT SET- For Building Dept. Approval 1. USE 112 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 MEZZANINE BEAM CONNECTION DETAILS SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: • SIDE OF THE WEB AS THE: HILLSIDE WASHER. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York -�� 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. < ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler ManufacturingADB / CBU NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: PAGE: 17 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:06 a division of BlueScope Buildings North America,Inc. 1'-0" DO NOT ATTACH 8" DO NOT ATTACH 1fir 5 3/4" EDGE STUD WALL TO 6" 1 -2 1/2 STUD WALL TO 4" ANGLE EDGE ANGLE EDGE ANGLE B XXXXXX 1/� 8 1/4" ( ) B 1 �8�, DECK 1 /8„ 1 „_12„ 1 /8„ 1 „_ 12„ 1 /8 1 „_12" 1 18„ 1 „_12„ = DECK DECK DECK DECK 0 L_z:;- lu� z I /I/ z p h-• N U O - O = O O Q NF- J °' a I EDGE °' a I EDGE °' a I EDGE °; a I EDGE r �' -i ANGLE d' _j ANGLE d' _j ANGLE �' _3 ANGLE O r (1) (/) T.- 07 O0 (XXXXXX) LL U_ O (XXXXXX) O0 (XXXXXX) (XXXXXX) O O H I0 I I a0 I Oa H H H H METAL STUD BEAM METAL STUD NOT BY BBNA BEAM BEAM NOT BY BBNA BEAM BEAM SECTION A EDGE OF SLAB SECTION B EDGE OF SLAB SECTION C EDGE OF SLAB SECTION D EDGE OF SLAB SECTION E EDGE OF SLAB 1'-0" WHERE INDICATED USE (2) 1/2" X 2" A325T WHERE INDICATED USE (2) 112" X 2" A325T USE (2) 1/2" X 2" A325T EDGE 1" 11" HI-STRENGTH BOLT (097280) HI-STRENGTH BOLT (097280) HI-STRENGTH BOLT (097280) ANGLE B & HEX NUT (095230). JOIST (XXXXXX) & HEX NUT (095230). JOIST & HEX NUT (095230). JOIST TO JOIST SUPPORT CONNECTION. TO JOIST SUPPORT CONNECTION. TO JOIST SUPPORT CONNECTION. BAR JOIST (TYP.) FIELD WELD JOIST TO SUPPORT FIELD WELD JOIST TO SUPPORT FIELD WELD JOIST TO SUPPORT 1 8„ DECK AFTER BAY HAS BEEN SQUARED. AFTER BAY HAS BEEN SQUARED. AFTER BAY HAS BEEN SQUARED. d. GE pF SI-A8 1/8" 2 Ep ° ° JOIST L : 112" CLEAR 1/8' 2 JOIST u: I RIDGING (TOP O N pp Op -top OF ND BOTTOM) m1_. -Top . JpIgT 2112" Q N 2112 MIN .1 Cl) I COLUM 10 , tL I WEB O - 04 N o a � r r N 0 N BRIDGING (1 .5x1 .5x7/64") TO BE ~ I FIELD BOLTED TO EACH JOIST FACTORY WELDED STABILIZATION PLATE JOIST BEAM I DO NOT WELD CHORD TO PLATE WITH 1/2" A325 BOLT. BEAM BEAM SECTION F EDGE OF SLAB DETAIL R16 JOIST CONNECTION (EDGE) DETAIL R17 JOIST CONNECTION DETAIL R19 JOIST CONNECTION TO COL. TOP DETAIL R23 INTERMEDIATE BRIDGING 11411 BOLTED BRIDGING BAR JOIST BASE ANGLE FOR STUD (TOP AND BOTTOM) B SUPPORT. REFERENCE BEAM PLANOGRAPH DWGS. FOR INSTALLATION. U_ O Mt H = 00 M Q 118" 1 " min � n U O 0 L o� "0 Or a I � BOLT DIAGONAL BRIDGING TO JOIST. �� ;,; ` x W WITH 1/2" DIA. A325 BOLT. t 3t�}rtticttt cif rtrr r sfot a ,;/�ers�?rt, artless under 2 METAL STUD BEAM the direction of alz'c ttsed rofe�sl trial e7i,,7ine rorr47ttdvineyor, to atteran item J�� "^p FIELD WELD DIAGONAL BRIDGING TO BEAM. NOT BY BBNA 'ta'a}' 'a , Ifr�raXtetrtl�t'arttt `aseaioa'tettirteer rartattdsrat�ct '"rl` ,o I P aftere-4 tFie afterrtrg ett inecir orllandsurf•ejwrshaffcrf tto tfle i to hi v orfier 8a1CN seafatrdthe notattott 'iil`tered by,*fttl ,tt,edby his orfiersigttature and th", date DETAIL R24 DIAGONAL BRIDGING STUD SUPPORT AT MEZZANINE LEVEL of such alrteratiort, andaspeciscdescrip.tion,grtheahteration. PERMIT SET- For Building Dept. Approval 1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS, ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING MEZZANINE DECK SECTIONS / JOIST DETAILS SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS, MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 UNLESS NOTED OTHERWISE. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. roe#: 2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 SIDE OF THE WEB AS THE HILLSIDE WASHER. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York �TL.E� 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a PAGE: 18 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:06 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule NOTE: Mark Part Thick. Depth Lap Detail 1 2 ROLL COLLECTOR BEAM CONNECTION SUPPLIED BETWEEN GRIDS 2-5. 3 4 5 E1 10E2611.414ADB31 0. 0790 10" RS12PF, RS12PE, RS12PJ SEE 'ROLL CONNECTOR BEAM CONNECTION' THIS PAGE. E2 10E2405414DDB31 0.0790 10" RS12PE, RS12PJ E3 10E2505414ADB31 0. 0790 10" RS12PF, RS12PE, RS12PJ P1 08Z3011413A5B3 0. 0880 8 1/2" 3 '-10 1/2" RS02T1, RS01T1 ���— — — — — 2R2B0 — — 1R2B3 — — — 1R2B2 — — — — 1R2B1 — — P13 08Z300541444B2 0. 0790 8 1/2" 2 ' -10 1/2" RS01T1 I I I I I I I I I I I I I I I I P19 00508ZE:2305414B3 0. 0790 8 1/2" RS02T1 P2 08Z300541544B2 0. 0730 8 1/2 21 -10 1/2 RS01T1 I I I I I I I I I I I I I I I I I P26 08Z270541422B2 0. 0790 8 1/2" 1 ' -4 1/2" RS11SB, RS01T1 I I I I I I I I I I I I I I I I I P27 08Z2211.414AAB3 0. 0790 8 1/2" RS02T1 I I I I I I I I I I I I 1 I I I P28 08Z2805411A4B3 0 . 1130 8 1/2" 2 ' -10 1/2" RS02T1, RS11SB, RS01T1 P3 08Z2905413A5B3 0 . 0880 8 1/2" 3 '-10 1/2" RS02T1, RS01T1 I I I I I I I I I I I I I I I I I P7 08Z3011.411M B3 0. 1130 8 1/2" 3 ' -10 1/2" RS02T1, RS11SB, RS01T1 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 I I I I I I I I O Secondary Bracing Schedule 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 I I I I I I Id Qty Mark No Spacing 1 12 CPBRB010510 1'-1" I I I I I I I I I I I I I I I I I I 2 PURLIN EXTENSION I I I I I I I I I I I I I I I I I 2 120 CPBB050108(Typ.) 5'-0" O I I I I I I I I I I I I I I I I 3 12 CPBB030804 3'-6 11/16" 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 I I I I I I I 4 26 PBA0310 3'-6 11/16" FRAME CL BL 5 60 CPBB040108 4'-0" I I I I I I I I I I I I I I I I I I 6 40 CPBB040706 4'-5 13/16" I I I I I I I I I I I I I I ( I 7 4 HSRACC11100 1'-9 3/16" I I I I I I I I I I I I I I l'-C" 6" I I I I I I I I I I I I I I I I I See SED: BR09PM, BR09RY, BR09RZ, BR09JG, BR09PH L6 X 6 X 5/16 o P27(Typ.) P7(Typ.) P26(Typ.) P28(Typ,) BR09JR BR09JH BR09K5 BR09K2 BR09N9 Fy = 50 ksi (Y� ! —— r -- r — r -- —— -- -- —— -- -- —— -- -- — — —— — —— P• P19(TY ) P1(TYp.) P2(Typ.) P3(TYP•) Ll I I I I I I I I I I I I I I I I I I I 8 1/2" PURLIN 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 I I I I I I I I I Part Mark Key I I I I I 1 001SGA19067 I I I I I I I I I I I I I I I I Ln I I I I a I I I I I I I I I I I I 2 001SGA19114 ATTACH WITH (1) 1/2" DIA. a I I I I I I I I ( I I I A325 BOLT AT EACH PURLIN. I I I I p I I I I I I I I I I I I 3 001SGA18064 I I I I PURLIN TO BE FIELD DRILLED 01�'x I I I I I ( I I I I I I 4 001SGA06115 FOR ANGLE ATTACHMENT. I I I I I I v 5 001SGA15035 I I I I o I I I I I I I I I I I I RAFTER I I I I IElI I I I I I I I I I I I Q I I I I I I I I I I I I co Iw I I I I I I I I I I I I I I I I I I Iz 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 NOTE: I I I TOP OF STUD WALL AT THIS LOCATION IS TO BE SUPPORTED BY STUD TRACK SUPPLIED BY OTHERS ATTACHED TO THE BOTTOM OF THE UPPER BUILDING PURLINS. I I I I I I I I I I I I I I I I I I I 2R1B0 I I I I I I I I I I I I ANGLE STUD TRACK SUPPORT CONNECTION 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 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 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 NOTE: I I I I I I I I I I I I SEE ANGLE STUC TRACK SUPPORT CONNECTION THIS PAGE. I ( I I I I I I I I I I CHANNEL PURLIN BRACE TO I I I I I I ( I BE INSTALLED PRIOR TO N I I I I I I I I I I I I O I I I I I I I I I I I I I I I I I I I I I I I I INSTALL 5/16" SDS (3") EITHER SIDE OF ROLL COLLECTOR BEAM CPB TABS TC ATTACH ROLL COLLECTOR I I I I I I I I I I I I FLANGE TO PURLIN (QTY = 4) PER CPB I I I I ( I I I I I I I LOCATION. 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 I I I I I I I I I I I I I INSTALL STANDARD PBA AT EAVE ILa F— I I CONNECTOR CLIP 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 I I I o I I I I I I I I I I I I W _ I I I I I I I I I I I I I I I I I I I I I I I I P13 I I I I I I I 1 I I I I I I I I I I I I I I I I I I BEND CPB TABS THIS END AND ATTACH I I I I I I I I I I I I TO PURLIN PER STANDARD DETAILS 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 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 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 I I I I I I I I I I I EAVE PURLIN 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 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 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 I I ROLL CONNECTOR CONNECTION E1 E2 E3 1R1B1 IR1B2 1R1B3 1 21'-0" 1 1 26'-0" 24'-6" 24'-6" 1 23'-0" 77'-0" BL BL BL ROOF SECONDARY PLAN F E N. Lpc 0 CO It is a viofation a rticte I=t S crr any person, aanreis he or she is actin. itndctr C: coy the direction of a li'cetisedl7rofe,,,.s rtgal eti,t7itirerorfa-ndsurt.vjor, to afteran item m iu in any ivay. If can item bearing the searof an engineer or faandsura'eynr is at ered,, the raftering cargineerorfanr imn eyorsfiaff affirto the stem fts or her 4 17 80 � seafandtfie notation his orficrstgnatureandtfiedate 2 1 ' —Off n,f sucfi after'ation, cand'a s7pecijic description(f. the ACtercation. 1 4 ' -0" Dimension Key Shape Name = Main Unit, Shape = Front Unit PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING ROOF SECONDARY PLAN 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 o STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. B#. OF WALL AND ROOF SHEETS. PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. = THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 z 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: w DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York �uTt-�R 01/17/2024 LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER's PO#: 23-13 VPC VERSION: 2023.4a 19 FILENAME: CAUserslabehmlOneDrive-BlueScopelDeskloplWorking Orders123-026114-011CAD FEDS119-ROOF SECONDARY PLAN.dwg SAVE DATE: 1/1012024 SAVE TIME: 11:50:02 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Mezzanine 1 @ 14/9/0 Floor Type Non-Composite Loading Type Storage Mezzanine Category Partial Floor Bracing Category Unbraced Top of Floor 14 ' -9" Total Thickness of Deck + Topping 4" Top of Joist 14 ' -5" Min. Clearance from 'Floor to Rafter 5 '-5" Min. Clearance from 'Floor to Joist 12 '-6" Floor Dead Load 56. 00 psf Floor Live Load 125. 00 psf Not Reducible Coll. Load: 5 . 00 psf Partition Load: 0 .00 psf Floor Live Load Deflection 360 Floor Dead + Floor Live Deflection 240 2 3 4 5 0 LO I ► I I I oLO r-I I M Ln I I I I I I I I Co I I I ( I I I I I CD — EDGE OF DECK I N I I N N I I 00 I N M II M I N N N CD _ I I I 4 '-211 N - M I I M I I I 22K4 JOIST (TYP. ) II I I I ' 22K5 JOIST (TYP. ) 22K5 JOIST (TYP. ) I M N 1 27 '-0" 24 '-6" 25 '-6" 77 '-011 L F N L p O � Mezzanine Joist Layout - 14 ' -9" BL .�o�' „ c 'A* 7 2 @ 1 ' -5" It is a tioiation of-Artic6i 14 foranypersmn, unfess fie orshe%5 acting zinder S 6 1 '-10" NOTE: the din Lion of a liceruedr,n fiss n arengineer or ratufmiri•eyor, to arteran item N �'•x,:;�;,-�a�-� C? 5 1 ' -11" in any Tvay,. If an item fearing the seaf c f an engineer or rand sanwyor is �r0 0 is 4 1 '-6" SEE PAGE 18 FOR FLOOR BEAM DIMENSIONS ALONG afterred,, the alteriggenrgi, eror�txrarE'rzan��=yorsfraffgf•,,totfieite his or her 5S�Q�.1P�' - �� WITH MEZZANINE JOIST CONNECTIONS AND SECTIONS . scarand-thinotation alt�,redyl offs ted`6yhisorht.rsi natun.and'tfrc.gate 2 1 ' -2 1/2" of such a teratiott, and ra s.ecific description of the arteration. 1 1 ' -0" Dimension Key Shape Name = Main Unit, Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED MEZZANINE JOIST LAYOUT MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT o PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: a THE BUTLER MFG. ENGINEERS SEAL DOES 23-026114 Z NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York CBUTLER 01/09/2024 o COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 20 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a FILENAME: C:\UserslabehmlOneDrlve-BlueScopelDesktoplWorking Orders123.026114-011CAD FEDS120-MEZZANINE JOIST LAYOUT.dwg SAVE DATE: 1/12/2024 SAVE TIME: 10:22:01 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. BRACE 9 FRAME BRACE LOCATION � LOCATION ROOF ERECTION NOTE: ERECTION NOTE: USE (2) 1/2" USE (1) 11/32" X 1 1 /4" MEMBER CHANNEL BRACES THAT END AT A PURLIN GALV. HEX NUTS SECONDARY WHEN A CHANNEL BRACE DOES NOT LINE UP WITH ANOTHER WEB, BUT DO NOT HAVE TABS TO BEND AND T-45 GRAY SCRUBOLT 097352) (47120) LOCATE CHANNEL BRACE OR THE SLOTS IN THE PURLIN WEB FOR I SECURE. INSERT CLIP 544015 THROUGH SCRUBOLT NUT (097267� 1 NUT ON EACH o** **o A DROP PIN CONNECTION BEND THE CHANNEL TABS TOWARD CHANNEL �/ ( ) HEAD OF SCRUBOLT TO SIDE OF PURLIN o ,� o THE PURLIN WEB AND USE A SELF—DRILLER (55307) TO ATTACH. PURLIN BRACE WEB SLOTS AND USE A DROP PIN TO ATTACH BE ON OUTSIDE OF USE TOP HOLE OF o c+_ _ _ _ _ _ _o (CPB—)(TYP.) TO CHANNEL BRACE. SAVE STRUT ANTI—ROLL CLIP (1 ) 1/4" X 6 1/4" IF PRESENT. FLANGE BRACE " (GFB—) OR (HFB—) „ 2 1 4-14 x 1 1 4 � DROP PIN (097556) (2) 1/4-14 x 1 1/4 STRUCT. SCREWS FLANGE BRACE WILL TYPICALLY STRUCT. SCREWS (55307) FIELD NOTE CONNECT TO THE WEB OF THE (55307) (2) 1/4-14 x 1 1/4" THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. REAM—OUT THE 9/16" DIAM. HOLE IN STRUCT. SCREWS THE SECONDARY MEMBERS TO 13/16" CLIP REQ'D W/ I (55307) DIAM. HOLES. (FOR THE 12MDB— FLANGE THICK FLANGES CHANNEL CHANNEL BRACE WITH A 3/4" X 2 1/2- A325 BRACE BRACE BOLT WHEN REQUIRED.) (CPB—) (CPB—) 41 O � PURLIN ALTERNATE CONNECTIONS � � vn' FLANGE BRACE REQUIREMENTS: 13 RULE#1— ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. — PURLIN EAVE PURLIN BRACE RULE#2— SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON DETAIL BR09JG WEB ENDING CLIP EAVE STRUT CROSS SECTION IS NOT ACCOMPANIED BY (2). PURLIN (0544015) 1 PB A2,' PURLINS AT 8 2", 10 BRACE STRAP RULE#3 FLANGE BRACI_S ARE REQUIRED BOTH SIDES OF THE FRAME WEB (1 ) 1 /4" X 6 1/4" PURLIN (ESBS—) NOT REQ. AT 7" PURLIN WHEN PART MARK IS ACCOMPANIED BY (2). DROP PIN (097556) (TO 7" EAVE STRUT) RULE#4— WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE TYP. PER EACH END CENTER OF THE BUILDING. DOES LINE UP WITH THE DOES NOT LINE UP WITH ( ) USE WHEN CHANNEL BRACE USE WHEN CHANNEL BRACE RULE#5— WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME DOES LINE UP WITH THE DOES NOT LINE UP WITH AVE STRUT SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. SIDE OF THE FRAME WEB.** 10" & 11 1/2" PURLINS REQUIRE 3 BCLTS AT EACH END OF PURLIN LAP. SLOTS IN THE PURLIN WEB. THE SLOTS IN THE PURLIN WEB. REV. DATE06/08/18 1 REV. N0.02 REV, DATE:04/01/11 REV. N0. 01 REV. oATEo7/a1/D9 REV. NO.OD REV. DATE:04/01/11 REV. NO. 01 REV. DATE:07/20/16 REV_ N0.05 TYPICAL FLANGE BRACE CONNECTIONS CHANNEL BRACE ENDING AT PURLIN WEB SINGLE CHANNEL PURLIN BRACE CHANNEL BRACE ENDING AT PURLIN WEB EAVE BRACE STRAP AND EAVE PURLIN BRACE BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN L BR09JG SELF—DRILLER WITH BENT TABS BR09JH ENDING AT PURLIN WEB LOCATION BR09JR WEB ENDING CLIP WITH DROP PIN BR091<2 LOCATED AT EAVE — CENTERLINE OF FRAME AT EAVE STRUT BEND PBA TABS NOTE: NOTE: END FRAME INT. FRAME AND USE (( 1 352) X 1 1/4" T-45 GRAY 1. REFER TO THE ROOF SECONDARY PLAN FOR LOCATIONS 1 . SEE CHART FOR RIDGE BRACE NEST AND END BAY (HEAD SCRUBOLT (09; 352) AND SCRUBOLT NUT OF EAVE OF THE PURLIN CHANNEL BRACING AND RIDGE BRACE ASSEMBLY. ASSEMBLY SELECTION. ROTATE (HEAD OF SCRUBOLT TO BE ON OUTSIDE OF EAVE STRUT) 2. ANGLE RIDGE BRACE WILL NEED TO BE OFFSET TO THE 2. NEST AS REQUIRED TO ACHIEVE G7 CHANNELS EAVE PURLIN SEE FACE OF �j (1 ) PURLIN BRACE NEAREST SET OF SLOTS IN THE PURLIN WEB. CHANNEL v PROPER LENGTH AND USE lip, TOGEHTER CHANNEL 0 ] Q BRACE ASSY. EAVE STRUT VIEW - SELF—DRILLERS TO SECURE. TO FULLY (PBA—) FOR TAB ATTACHMENT PURLIN BRACE ENGAGE (2) PURLIN BRACE 1/2" X 1 1 /2" A325 (CPB—)(TYP.) BOLT (49080) TYP. SECTION TO ATTACH CHANNELS 0 0 FLANGES ] ] ALONG WITH WASHER (95872) & NUT (47120) I. FIELD BEND TABS ON CHANNEL WITH S.D.S. 3 PURLIN BRACE CHANNELS ] ] 1 0 ** RIDGE BRACE ASSEMBLY TO ALIGN WITH HOLES IN CHANNEL / (4) PURLIN BRACE PURLIN BRACE CHANNELS ] ] ] FACE OF EAVE STRUT I \ ;n 3 TYPICAL FPURLIN CLUSTER **FIELD DRILL � — STANDARD NOTES: -+­ o HOLE /(IF " IA.RDQUIRED) � � � RIpGE PURLIN ��/° — PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW. FOR SCRU—BOLT EAVECONNECTION �STRUT PURLIN PURLIN � � IQGE O — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. — ANGLE RIDGE BRACE I INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. USE (2) 1/2" GALV. HEX EAVE PURLIN ASSEMBLY (HSRA—) I- (1 ) 1/4" X 6 1 /4" USE (4) (55307) ES SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. NUTS (47120) LOCATE (1) BRACE ASSY. NOTE: IF CLUSTER HOLES DO NOT LINE UP FROM ONE SIDE OF DROP PIN (097556) STRUCT. FASTENERS dPRI \- CHANNEL RIDGE — INSTALL PURLIN A NUT EACH SIDE OF PURLIN (PBA—)(TYP.) THE RIDGE TO THE OTHER USE CLUSTER HOLES ON ONE PURLIN (TYP. PER EACH END) TO ATTACH (2) TOP BRACES AT THE RIDGE AND WORK TOWARD THE EAVE, NOTE: PURLIN SEE ERECTION DRAWINGS THEN FIELD DRILL (2) 9/1�6" DIA. HOLES IN THE OTHER PURLIN AND (2) BOTTOM PURLIN BRACE ASSEMBLY FOR LOCATION (CPBR—) — CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER FOR LOW OR HIGH EAVE LOCATIONS. FOR HSRA— CONNECTION. PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. REV. DATE 02/22/22 1 REV. N0.051 REY. DA7E:02/OB/16 REV_ NO. 01 REV. OATE07/01/09 REV. N0.06 rBR09PM E;07/01/09 REV. N0.00 REV. DATE; REIN. NO.00 EAVE STRUT BRACE ANGLE RIDGE BRACE ASSEMBLY SINGLE CHANNEL PURLIN BRACE CHANNEL RIDGE BRACE ASSEMBLY PURLIN BRACE CLUSTER LOCATION BR09K5 BR09N9 BR09PH INTERMEDIATE LOCATION RIDGE BRACE ONLY AT UNSYMMETRICAL RIDGE BR09RY END BAY CHANNEL LOCATION INT. FRAME INT. FRAME INTERIOR BAY ERECTION DRAWING PART MARK I (1) PURLIN BRACET_LTC CHANNEL 0 1 O Q ADJUST. CODES ADJUST. CODES P GAGE GAGE (2) PURLIN BRACE — o Q EIGHTHS EIGHTHS R CHANNELS 1 � INCHES LENGTH INCHES LENGTH (millimeters) 1 W 1 B 3 (4) PURLIN BRACE FEET (millimeters) ] ] ] SHAPE SHAPE CHANNELS DEPTH DEPTH COUNTER BAY NUMBER Ln 3 TYPICAL CLUSTER CANOPY ( C) /PARTITION ( P ) / STANDARD NOTES: _41' DEPTH SHAPE GAGE `r 'A �, • L oo yo — PURLINS HAVE CLUSTERS OF 4 HOLES FOR ATTACHING PURLIN BRACES. DEPTH SHAPE GAGE R 00 E( R ) /WA LL( W) NUMBER ,* 07 = 7" Z = ZEE 11 = 0.113 . n THESE CLUSTERS ARE REPRESENTED BY ONE OF THE SYMBOLS BELOW: C = CEE 07 = 7 ZS = ZEE 11 = 0.113 m , 0 — DO NOT INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. a0 = sa1/2 13 = 0.088 D8 = 8 1/2" CS = CEE 12 = 0.098 N �� �� E = LOW EAVE STRUT H = HIGH EAVE STRUT 10 = 10 ES = LOW :AVE STRUT 13 = 0.08 BUILDING SHAPE8 11 = 11 1/2" 14 = 0.079 1 1 = 1 1 1/2" HIS = HIGH EAVE STRUT 14 — 0.0790'ESSIQNPv — INSTALL PURLIN BRACES AT THIS CLUSTER LOCATION. 15 0.073 BB — BACK TO BACK GEE THE BAY/BUNDLE CODE IDENTIFIES SEE SECONDARY ROOF DRAWING FOR BRACE REQUIREMENTS. 16 = 0.068 FB = FACE TO BACK CEE 15 = O.a73 ItisaTioratiottef lrtic .14-5 oraiiy,17 o unress fie orshe is acting under FF = FACETO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION / 17 = 0.o6a 17 = 0.060 ' direct?" ' `� '� �' 'r` "' `� '��"' '�°r ` ' ' '`= '' �'`� lr " `'' — INSTALL PURLIN BRACES AT THE RIDGE AND WORK TOWARD THE EAVE. in anyfvay. if an item bearing the waft){an engineer or land surr eyor is — CHANNEL BRACE MAY BE LOCATED IN EITHER SET OF SLOTS IN CLUSTER ROOF/WALL PLANE AND BAY aft ered, the altering engineer orCrnd s:rrwyorsfraffS i,to trio item his or Fier PROVIDED THEY ARE ALIGNED FROM EAVE TO EAVE IN A GIVEN BAY. seafandthe notation 141tcrrdbyfo1Tmved6y.his or ber signature andtbe date REV. DATE:07/01/09 REV. NO.00 REV. DATE:07/01/09 REV. NO.00 REl/. DATE:o7/D1/09 REV. N0.00 REV. DATE;01/31/13 REV. Na01 f f such afteratirn, anda spec desr iption off the art eration. PURLIN BRACE CLUSTER LOCATION SECONDARY PART MARK NUMBER SPECIAL SECONDARY PART MARK KEY SECONDARY BUNDLE LOCATION KEY BR09RZ INTERIOR BAY CHANNEL LOCATION EN51 B 1 COMMON GENERATED MARK NUMBERS EN51 B2 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SED'S (a) 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB M OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES p• 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS $(,!7"jL�/�? 01/17/2024 LocarloN: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' u' DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 21 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:10 a division of BlueScope Buildings North America,Inc. PG1 CLIP PG1 CLIP P ,.PURLIN 2, PURLIN PURLIN N 2 1/2" 2 5/8" 2 3/4" 2 7/8" WELDED CLIP CONNECTION EPC2 EPC3 PURLIN PURLIN PC27 ARC1 • ' ALT. CONNECTION e e gpl, � ENDBAY e S ROOF RLIN e SECTION "A" SECTION "A" V g 1 WELDED CLIP BOLTED CLIP WELDED CLIP CONNECTION RASE BOLTED CLIP CONNECTION �E ALT. CONNECTION F ALT. CONNECTION �OE PA BOLTED CLIP CONNECTION REFER TO ERECTION DRAWINGS FRABPY S IES ALT. CONNECTION FOR ALL CLIP MARK NUMBERS �E 480 4.8" CD BAR AND LOCATIONS. Y 5PA o LIP LIP 00 15 CLIPS MAY BE REQUIRED FOR BP PURLIN TO FRAME CONNECTIONS, REFER TO INDIVIDUAL FRAME CROSS SECTIONS FOR BOLTED m� CLIP PART NUMBERS AND THEIR A LOCATIONS_ CLIPS MAY BE REQUIRED FOR PURLIN TO FRAME CONNECTIONS, A 1/2" 2 5/8" 2 3/4" 2 7/8" 0 REFER TO INDIVIDUAL FRAME PURLINS CROSS SECTIONS FOR BOLTED FNOy, CLIP PART NUMBERS AND THEIR LOCATIONS. ,� N RAKE BEAM RAFTER � O 7" 8c 8 1/2" PURLINS REV. DAM 07/01/09 REV. NO.00 REV. DATE 07/01/09 REV_ NO.00 REV. DATE:06/17/15 REV. NO.D2 REV. DATE:06/17/15 REV_ ND_D2 REV. DATE-08/11/14 REV. NQ 04 PURLIN AND GIRT SIZES PURLIN AND GIRT SIZES PURLIN CONNECTION AT INTERIOR FRAME PURLIN CONNECTION TO END FRAME ANTI—ROLL PURLIN CLIPS EN53F1 8 1/2" 216mm EN53G 1 10" 254mm RS01 T1 CONTINUOUS PURLINS RS02T1 CONTINUOUS PURLINS RS03J1 WHEN REQUIRED BY DESIGN NDTE: SHIM PLATE 1/4-14 x 1 1/4" STRUCT EAVE EAP2 PLATE FSNR (55307) AT EACH END STRUT (4) 1/2" A307 THIN ONLY REQ'D. ROOF PITCH PART WHEN CALLED RANGE NUMBER OF GA-- REMOVE DURING EAVE STRUT HEAD BOLT (096636) OUT ON FRAME 25 TO 1.99 N/A ROOF PANEL INSTALLATION BRACE STRAP 1 & NUT (095032) CROSS SECTION 2.0 TO 2.49 N/A (ESSS_) 2.5 TO 3.49 ESH1 13 3.5 TO 4.00 ESH2 -- �� SHIM PLATE (SEE CHART) GAGE ANGLE ZEE PURLIN ZEE PURLIN , d 1 GAGE ANGLE (GA--) SHIM PLATE PLATE � (SEE CHART) (EAP2) PLATE SI DEWALL e OR SOLDIER PURLIN OR (EAP1) COLUMN EAVE STRUT INSERT PANEL CLIP ROOF BEAM R AM ADAPTER (0543130)THRU HOLES AND 51 DEWALL OR BEND TABS AWAY SOLDIER COLUMN FROM SPLICE. SHIM PLATE ROOF PITCH PART BOLT EAVE STRUT AND RANGE NUMBER BOLT EAVE STRUT AND EAP2 PLATE TO FRAME W/ FRAME MEMBER FRAME MEMBER .25 TO 1.99 N/A s " EAP1 PLATE TO FRAME W/ (6) 1/2 X 2" 2.0 TO 2.49 N/A (8) /2 X 2 �� "9>' A325 BOLT {09728D) PANEL CLIP ADAPTER 1 �o� �� 2.5 TO 3.49 ESH1 A325 BOLT (097280) *1'-0" AT 7" & 8 1/2" OUTSET USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS 3.5 TO 4.00 ESH2 INSET GIRTS OUTSET GIRTS / .9� 1'-3" AT 10" & 11 1 2" OUTSET OR EAVE STRUTS WHERE A PANEL CLIP OR PANEL _ � EAVE ATTACHMENT MUST BE MADE. LOW EAVE STRUT SHOWN — HIGH EAVE STRUT USES SIMILAR PARTS. LOW EAVE STRUT SHOWN — HICH EAVE STRUT USES SIMILAR PARTS. REV. DATE:07/01/09 REV_ NO.00 REV. ATE: REV_ N0.05 REV. DAlE:03/26/15 REV. N0.02 REV. DAM- REV. NO.LOW EAVE CONDITION EAVE STRUT W� ATTACHMENT PLATE EAVE STRUT W/ ATTACHMENT PLATE PANEL CLIP AT EAVE STRUT RS11S13 OVER 4:12 ROOF PITCH RS12PE INTERIOR FRAME RS12PF END FRAME RS12PJ LOCATED WHERE STRUT STOPS BUT CONNECTION REQUIRED E O� W Z = w O14 -dt �SSIC�NP� .It is a vinfaticrn co,f.Artirle 145forarrypemon, unfesu le arslie is acting under the direction of a fice.nsedrrifiessionarengineerorfandsrrrwyor, to afterair item: in anyway.ay. I,f an item fearing the leaf of air engineer or fandsrrlr veyor is catered, the aftering engineer carfandsitruryorsiraffaf rtertheitem.h4sorher seafancf tfe notation 1,71teiwd6yt jorft vedby his or(rersignatrrre and the date o,f such a te-ration, anda specifir descrip,tiv,n of the afteration. PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X'I 1/2 A325T BOLT (49080)AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE D'S b Wl0 WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 ROOF SECONDARY SE 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG.AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: JOB#: Radon Construction Corp. 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York EWTLER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 22 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:11 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth I Qty Grade Bolt Diam. Bolt Length partNo Washer SBX001 0 . 1345 10" SBX001 5" . 2500 . 1345 10" 14 ' -10 13/16" d SBX002 0 . 1345 10" SBX002 5" . 2500 . 1345 10" 20 ' -11 3/8" 1 2 A325 3/4" 2 1/2" 0097284 GIRT CLIP - 3MZE0440607000002B GIRT CLIP - 3MZE0440607000002B ATTACH WITH (2) 3/4" DIA. A325 I ATTACH WITH (2) 3/4" DIA. A325 BOLTS. WELD CLIP TO COLUMN WITH I BOLTS. WELD CLIP TO COLUMN WITH 3/16" FILLET WELD BOTH SIDES. I 3/16" FILLET WELD BOTH SIDES. 6"-� COPE BEAM AS REQUIRED TO CLEAR FLANGE TYPICAL 3-PLATE GIRT CONNECTION A C D E F I I 1 1-1 SBX001 f"I r1 SBX002 ❑1 I I NOTE: SEE DETAIL THIS PAGE FOR TYPICAL 3-PLATE GIRT CONNECTION. I I I I BASE ANGLE STUD SUPPORT AT MEZZANINE F.F.) BASE ANGLE (STUD SUPPORT AT MEZZANINE F.F.) N Opening 1 Opening 3 i N N ri I N I I I ' I I I I 1W1B1 1W1B3 NFL �O 40'-0" L 15'-01, L 23'-0" 0 ,`T� `� CL CL CL n t,, 7E'-0" m (r LU SECONDARY ELEVATION AT 2 BL BL (.n r(/ .It is a'Lieration of,4rt irk,145forany perwi4 urns.he or•she is art,ing under the dirrction of aftciniedl.irofess%arraferrgineerorfarrcf snn.,e r, to after an item in aay ,tvay. If an iterrt he'aritig the seaCaf an migineer or Ia d-survi or~is aftered, the aft.ering engineer or randirveyorsfiaffafj to the ite.lit his or rier 1 GFA2 0 6 veafand the notation "afiererr byfoffrlt_edby his or'h rsignature and tfr r date O Part Mark Key Shape Name = Main Unit, 1/\Iall - 1 ofmichafteration, andaspe,--�c description of the artmition. PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T EOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING SECONDARY ELEVATION AT 2 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 (a) o STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon COnStrUCtlOn COr JOB#: ° OF WALL AND ROOF SHEETS. PRIOR WRITTEN APPROVAL OF BUTLER MFG. p. = THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Z 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: W DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York ��TLE� 01/17/2024 LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 23 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER's Po#: 23-13 vPcvERsloN: 2023.4a FILENAME: C:1UserslabehmlOneDrive••BlueScopelDesktoplWorking Orders123-026114-011CAD FEDS123-SECONDARY ELEVATION AT 2(a).dwg SAVE DATE: 1112/2024 SAVE TIME: 11:41:40 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thic};. Webthk Depthl Approx. Lgth I Qty Grade Bolt Diam. Bolt Length partNo SBX003 0. 1345 10" SBX003 6" . 2500 . 1345 10" 23 ' -6 7/16" d . 1345 10 24 4 13/16 1 2 A325 3/4" 2 1/2" 0097284 SBX004 0. 1345 10" SBX004 6" . 2500 � - " SBX005 0. 1345 10" SBX005 5" . 3750 . 1345 10" 25 ' -0 7/16" 5 4 3 2 I 1 I 1 rl SBX003- 1-1 SBX004 -- - n SBX005 O I s�sso Ln I I I I I I I I I I I 530 I I Bracing Part Schedule I I Part Qty Length Detail 05RS3002 2 30 ' -2" BR01G2 IW2B1 1W2B2 1W2B3 1 24'-6" 24'-6" 26'-0" 1 CL CL 77'-0 CL CL " BL SECONDARY ELEVATION AT A BL NOTE: SEE DETAIL ON PAGE 23 FOR TYPICAL 3-PLATE GIRT CONNECTION. F N• Loc �O It is a violation o figrtirre 145 for,any person, unress fte or she is acting under 2 I cL Me direction c f a firensedprofessivitarengineer or land"srrrveyor, tf1 atteran item in any va.y: if an item bearing the reaft f"an en ineer orfivi�stin-''eyor is ,c'�, r 1 0 altered,, the at"tc 6ng e#�gaFFeer or l irrrfsarF�e�}fors�a�r f fx�to tfre item fii s or fier �' ` SIO�P seafand t(te notation "afters?d by",f ffcnved 1?y h#s or fier sa►Fuat#rre ait t cx clnte of sFref#afteratioi, anrfa Tecif i'r d-eseription#f tfie afterrrtion. ff 1 06 Dime l Dimension Key O Part Mark Key Shape Name = Main Unt, Wall = 2 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED BUTLER MANUFACTURING SECONDARY ELEVATION AT A (a) 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FGR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: ° OF WALL AND ROOF SHEETS. PRIOR WRITTEN APPROVAL OF BUTLER MFG. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 Q 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN SUTLER 01/17/2024 w LOCATION: Southold, New York LL COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 0 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports Butler Manufacturing / CBU PAGE: 24 REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'sPo#: 23-13 vPcvERsloN: 2023.4a FILENAME: C:1UserslabehmlOneDrive-BlueScopelDeskfoplWorking Orders123-026114-011CAD FEDS124-SECONDARY ELEVATION AT A(a).dwg SAVE DATE: 1112/2024 SAVE TIME: 11:41:38 LAST SAVED BY: abehm a division of BlueScope Buildings North America, Inc. Secondary Part Schedule Mark Part Thick. Depth Lap Detail G1 08Z1911417D100 0 . 0600 8 1/2" 10 1/2" WS12H5,WSR065,WS01G3 G18 00208ZS220841700 0 . 0600 8 1/2" 10 1/2" WS20F2, WSR065,WS01G3 G25 00108ZS101141700 0 . 0600 8 1/2" 10 1/2" WS12H5,WS01G3,WSR065,WSO4C2 G28 00308ZS150421700 0 . 0600 8 1/2" 10 1/2" WS12H5,WSO4C2,WSR065,WS01G3 G29 00408ZS050431700 0 . 0600 8 1/2" WS12H5, WSO4C2,WSR065,WS01G2 G3 08Z20114171100 0 . 0600 8 1/2" 10 1/2" WSR065,WS01G3 G4 08Z21114171100 0 . 0600 8 1/2" 10 1/2" WSR065, WS01G3 G5 08Z2011417D100 0 . 0600 8 1/2" 10 1/2" WS01G2,WSR065,WS01G3 G6 08ZO208417DG00 0 . 0600 8 1/2" WS12H5,WS20F2 G9 JCP051170 0 . 0600 8 1/2" WS20F2 H1 00108JS1600017 0 . 0600 8 1/2" WS20F9 J1 00308JS1702217 0 . 0600 8 1/2" WS20F9,WS2OF2,WS2OB2,WS2OB8 J2 00208JS1702216 0 . 0680 8 1/2" WS20F9,WS2OF2, WS2OB2,WS2OB8 J20 00608JS0204517 0 . 0600 8 1/2" WS20B5,WS2OH2 J22 00808JS0204417 0 . 0500 8 1/2" WS20B5,WS2OH2 J24 00508JS0107017 0 . 0600 8 1/2" WS20B5,WS2OH2 J26 00708JS1610215 0 . 0730 8 1/2" WS20F9,WS2OF2,WS2OB5, WS2OB8 J3 00408JSO404417 0 . 0600 8 1/2" WS20B2,WS2OH2 F E C B A N N \ \ G5 G29 \ \ I \ \ I \ G25 G 1 \\\\ I \\ \ \ h h h \ I \ \ N I \\ I \\ O O O \\\ G3 G4 28 \1 I I I 0 0 I I I I I I I I H1 H1 I I I N LO N p 10 � I I I I I N I I I I I � I I � I I � I N h f] h N O 8 G18 (Typ.) 1 co � 5 I Q Ol I V I I I I I I I I I O I G1(TYP• ) 6 1 I I I I I I I � I I I I I 1W3B0 1W3B2 1W3B1 1W3B2 1W3B2 1W3B3 1W3B4 4 16'-0" 5 5 16'-0" Uj 19'-0" 19'-0" 20'-0" 20'-0" CL CL CL 78'-0" BL BL SECONDARY ELEVATION AT 5 L Off, O� 8 GFA206 0 �< 7 0543333 It is a vioration of Artick 145 for any peas n, unfi ss fig°or she hz acting under m _` ' � � tU 6 G 6 the direction of a liceiiv d/rr�fessinntireiWittecrorrarrdsrrrceyor, to arteran item ZcP - 5 1 ' -0" 5 G 9 (T YP • ) in any vvy. If an item 6earin j the seafof an engineer or landsume,Yor is 4 3 ' -0" 4 G6 (TYp. ) altered the afteritrq engineer or hndserve orshalfa to the item 'QO �� P� } CSS1ON 3 1 ' -6" 3 J2 4 searand the notation "altered by'y xl ae.=ed b)1 his orFer sa rtatunr and"the date 2 3 ' -6" 2 P G 1 r f such salteration, and a sped fw description of the ralieration. 1 4 ' -0" 1 JTG1 Dimension Key CPart Mark Key Shape Name = Main Unit, Wall = 3 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER MO 64102 SECONDARY ELEVATION AT 5 W/O WASHERS. SNUG TIGHTEN BOLTS FORALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. V: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' RE OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES p' 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports —""i DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold BUTLER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING,ALL APPLICABLE BUTLER MFG. ' New York u DRAWNlCHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 25 VPC FILENAME: 23-026114-01 1/3/2024 18:59:16 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth I Qty Grade Bolt Diam. Bolt Length partNo SBX006 0. 1644 10" SBX006 5" . 2500 . 1644 10" 25 ' -0 7/16" d . 1875 101124 4 13/16 1 2 A325 3/4" 2 1/2" 0097284 SBX007 0. 1875 10" SBX007 5" .2500 ' - " SBX008 0. 1345 10" SBX008 5" .2500 . 1345 10" 24 ' -4 13/16" SBX009 0. 1345 10" SBX009 5" .2500 . 1345 10" 23 ' -6 7/16" Bracing Part Schedule Part Qty Length Detail 05RT2605 2 26' -5" BR02K1, BR01G2 2 3 rc T 5 F BUTLER FRAME BEYOND I I . I 05RT26pS 1 SPANDREL BEAM O 1 Utj SBX006 SBX008 SBX009 O O I a \ w ILnQ STUD FRAMING O ' NOT BY BUTLER. z r N N 5'-2" 6p5 I W MEZZANINE O 4'-0' 1'-2" OVERHANG �5R�2 O JOISTS a, O H BASE ANGLE (STUD SUPPORT AT MEZZANINE F.F.) BASE ANGLE (STUD SUPPORT AT MEZZANINE F.E.) INNW I o 0 0 SBX007El N O STUD FRAMING ii I I MEZZANINE BEAM NOT BY BUTLER. N N SPANDREL BEAM 0 4 _4, CL OF EDGE I _ � SUPPORT BEAM 0 NOTE: N i MEZZANINE FLOOR IN OVERHANG AREA CC) TO BE SUPPORTED BY OTHERS. ASSUMED I N DIMENSION LINE OF THIS FLOOR AREA TO NOT EXCEED 56 psf AND FLOOR LIVE LOAD NOT TO EXCEED 125 psf. I THE OVERHANG AT GRID LINE 'F' Q IS TO BE VERTICALLY SUPPORTED BY THIS STUD WALL BY OTHERS. I I I I 1W4B1 1W4B2 1W4B3 1 26'-0" 24'-6" 29'-6" 1 CL SECTION C CL CL CL 77'-0" BL SECONDARY ELEVATION AT F BL NOTE: SEE DETAIL ON PAGE 23 FOR TYPICAL 3-PLATE GIRT CONNECTION. F y H. roe 0 Ny C) t Tj It is a T'iofatiott of Article 145 forany persmi!, unress fie orsfie is actitxq ttrider n 00 I = x w the direction of a licensed'pra,e4sit)ttafen itteerorratidsaarr yor, to arterait item Z - ira arty .v ay. Tan cart item hearing tie seal o f atz etighteer or 15-iidstlrt e7or is afterrecf, the afterittg en, hieeror fattrf sumgvrs6a1Tgffir,to the itent his or her A seafand the taotation artered"6,�=`�frtll r�vd 6y his or fiers rtrtttxn?and the date ESSIONP of such alteratiott, wid a..r cifc descriptiott of the altmitiott. O l Dimension Key O Part Mark Key Shape Name = Main Unit, Wall = 4 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120) THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF THE BUTLER MFG. ENGINEER'S SEAL APPLIES BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THED SECONDARY ELEVATION AT F 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. 23-026114 Q 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: w DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LOCATION: Southold, New York �u��� 01/17/2024 U- COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL ® DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports / CBU Butler Manufacturing PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 26 FILENAME: CAUserslabehmlOneDrive-BlueScopelDesktoplWorking Orders123-026114-01\CAD FEDS126-SECONDARY ELEVATION AT F.dwg SAVE DATE: 1/12/2024 SAVE TIME: 11:41:14 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. SecondaryPart Schedule Frame Member Schedule Rod, Strut, and Misc . Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth Id Qty Grade Bolt Diam. Bolt Length PartNo Washer SBX010 0 . 1345 10" SBx01 6" .2500 .1345 101' 17'-10 3/8" 1 2 A325 3/4" 2 1/2" 0097284 SBX011 6" .2500 .1345 10" 17'-10 3/8" SBX011 0 . 1345 10" A B C /1 0 S13X010 1 1 SBXO11 LO H• LpC �O o i m ul Zip tj 2W1B0 2W1B1 �08S101��. CL it is a T-4ofation of Ar'tirre 3 f jor•carry l7etson, i mess he orshe is acting under 20'-o" 20'-0" the ofrrctionofalirensedprcr,fesvionaferr irrverc►rfarrdsrrrx or, toafterranr'tern 4 0'-0" in any way. If an item fear ng Me seaf of-an engineer or lan€ =r'f'eyt r is BL BL aftered, tlieaafterir ara itze rorfandsun,,i' of to l to (fie it rrt F�rxr"r.Tr�Ier SECONDARY ELEVATION AT 1 . '_ .�.i seaafaandthe notation "a�teredb >' ofinvedbyliisor'herr4jnatur•rrandtfiedate 1 GFA300 of fsrtch aftertation, aanla specs xe description of the ca£terratinrr. Part Mark Key Shape Name - Front Unit, Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 11 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 1 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. ob#` OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES p• 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocarloN: Southold New York BUTLER' 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, I I PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 27 VPC FILENAME: 23-026114-01 1/3/2024 18:59:18 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc . Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth Id Qty Grade Bolt Diam. Bolt Length PartNo SBX012 0 . 1395 10" SBX012 5" .2500 .1345 10" 20'-10 3/4" 1 2 A325 3/4" 2 1/2" 0097284 Bracing Part Schedule Part Qty Length Detail 05RS2703 2 27 ' -3" BR01G2 2 1 F------- ------------------------------------------------ -------------------------------------------------------------------------------------------- ------� I I I I I I I I 1 I I I I I I I I I I I I I I I I I � 1 I 1 SBX012 1 I I I I I I I I I I I I I I I I I I 0S I I 0 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 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 I I I � I I � I I L 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 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I �4�ti I o 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 I I I I I I L O BYO co I r 2W2B0 A 0 eta '�',YSSIt3NP�'' 21'-0" CL 1 rke- is€, a I AG-91�., ���nvi 23'-0" CL 11 �'x `: a1d la� a) re;a 8�{�' 7 A BL SECONDARY ELEVATION AT A BL .I $ If � 3>sa °� � €€ to 'rtff , : .to jai 1 1 ' -0" 1 GFA200 s x`titfv Ax$`.i "a.:qv"x`'I dr.: °1t .i�a:`avirF"'-it iA"+ti. Dimension Key OPart Mark Key Shape Name = Front Unit,Wall = 2 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING . W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT A (b) 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT STRUCTURAL SYSTEM AND MIUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES p• NOT APPLY TO THE PERFORMANCE OR CUSTOMER: � � 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLHR 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' DRAWNICHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, T PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S POtt: PAGE: NTS 23-13 VPC VERSION: 2023.4a 28 VPC FILENAME: 23-026114-01 1/312024 18:59:19 a division of BlueScope Buildings North America,Inc. Opening 4 Opening 2 Ln rn C-) L 0 �- IM -'r, X Cf m moo- LU q w1t.411s, ell, 1'44"Itiw I iwfffv�hwe m v m li'low Mm""'j Nk'-netv'�y aw eq-,m4wer ot 401-091 lgi�ij' V 11 :1 V, BL BL t"40 d�"?'-Kfy vr'� 4t "AHr'qy wwor 1.1--id SECONDARY ELEVATION AT 2 to tax Ooffi A&or Art" "�'1-dv�'!'Me w r"t r im"Uuvrd'by�'f-46', 1 y d. f�'7 k" �"fAr."Jrl akew�*I'mt amdeqwfj!'�! Shape Name = Front Unit, Wall = 3 PERMIT SET- For Building Dept. Approval 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) THE BUTLER MFG. ENGINEERS SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE D 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT 2 (b) STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT JOB#: OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEERS SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 23-026114 3. REMOVAL OR ALTERATIO14 OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS J3UTLr=7R 01/17/2024 LOCATION: Southold, DRAWNICHECR:New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. PROJECT: Peconic Water Sports ADB CBU TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, T Butler Manufacturing - REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a PAGE: 29 VPC FILENAME: 23-026114-01 1/312024 18:59:20 a division of BlueScope Buildings North America,Inc. Secondary Part Schedule Frame Member Schedule Rod, Strut, and Misc. Connection Bolts Mark Part Thick. Depth Lap Detail Part Width Thick. Webthk Depthl Approx. Lgth Id Qty Grade Bolt Diam. Bolt Length PartNo SBX013 0 . 1345 10" SBX013 5" .2500 .1345 10" 20'-0 3/8" 1 2 A325 3/4" 2 1/2" 0097284 Bracing Part Schedule Part Qty Length Detail 04RS2703 2 27 ' -3'11 BR01G2 1 2 ------ -------------------------------------------- ----------------------------------------------------------------------------------------------- ------- 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 I I 1 I 1 SBX013 1 I I I I I I I I I I I I I I I j I O 0 1 � 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 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 I I I I I I I I � I � I j LO I I m 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 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 I I I I I I I I I I I I I I I I 3 I I 0 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 I I I N a� y0 I C-D I i * oco v ill Ip LU ftq ARO CSSIONP\, f f ±o vk,iih0ikt i i >�I,n 10 14. 21'-0" 1 si f➢ foll'v s �'`e fx eppg :� �s,::' s'aoi> Fingsi 11,€%4 0 wrr .)Or w C7 'r lit 3 CL 23'-0" CL l 1 1 t" jei"I ite V"— rt�>: a'o Y`�;��li��'rf, o halt ?..�1 6" .s �� 44 BL BL dfi e a Ihr "e.n5i.t °il '"ivt�'l : . `l t-'V-ji-r,.fha3 Its �< toss �'tgs�` 'fif f herSECONDARY ELEVATION AT C � ' . 1 1 ' -0" 1 GFA206 [] Dimension Key OPart Mark Key Shape Name = Front Unit, Wall = 4 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 11 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 SECONDARY ELEVATION AT C W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG. AND DESIGN AND PERFORMANCE STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER PRIOR WRITTEN APPROVAL OF BUTLER MFG. : Radon Construction Corp. 06#' OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES p" 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold SUTLER' 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' New York ' DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S POV#: 23-13 VPC VERSION: 2023.4a 30 VPC FILENAME: 23-026114-01 1l3/2024 18:59:21 a division of BlueScope Buildings North America,Inc. ROD DIA. CLEVIS CLEVIS BRACE 9 FRAME BRACE " MARK NO. PIN DIA. LOCATION LOCATION SEROOF CONDARY (2 OR 4) A325 BOLTS 3/8' 097572 MEMBER PRIMARY 1 2" 097573 PORTAL FRAME COLUMN OR BEAM 5/8" 095277 0+_ **0 FRAME WEB HEX NUT 3/4" 095278 „ 0 x 0 WASHER "A" 7 8 095279 1 1/4 0 N 0 0 / / ADJUST. CODES 1 095280 — — — GAGE WASHER "B" 1 1/$" 095281 ROD " FLANGE BRACE EIGHTHS HILLSIDE WASHER 1 1 4 095282 COTTER PIN 1 3 8" 097593 (GFB—) OR (HFB—) 1 1 2" 097594 1 1/2 INCHES LENGTH FLANGE BRACE WILL TYPICALLY FIELD NOTE CONNECT TO THE WEB OF THE (millimeters) WEB REINFORCEMENT PLATE THE BUILDER WILL HAVE TO FIELD FRAME MEMBER. IF PRESENT MAY BE SHOP WELDED ON I REAM—OUT THE 9/16" DIAM. HOLE IN 1/2" x 1 1/2" SHAPE ( ) THE SECONDARY MEMBERS TO 13/16" CLIP REQ'D W/ A-325 BOLT EITHER SIDE OF THE WEB. CLEVIS \ DIAM. HOLES. (FOR THE 12MDB_ FLANGE THICK FLANGES (49080) TYP. DEPTH BRACE WITH A 3/4" X 2 1/2" A325 BOLT WHEN REQUIRED.) FLANGE BRACE REQUIREMENTS: O PORTAL COLUMN DEPTH FLANGE BRACE < 24" HF93060 DEPTH SHAPE GAGE BRACE ROD FLANGE BRACE REQUIREMENTS: ALTERNATE CONNECTIONS > 24" & < 36" HFB4106 07 = 7" Z = ZEE 11 = 0.113 DESCRIPTION/PART NO RULE#1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. > 36" HFB6032 08 1/Z E = LOW EAVE STRUT 12 = 0.088 1 RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON 10 = 10" 13 = a.oa ROD HARD STEEL ROUND WASHER HARD STEEL WASHER HILLSIDE ,� H = HIGH SAVE STRUT DIAL NUT A B WASHER CROSS SECTION IS NOT ACCOMPANIED BY (2). 11 = 11 1/2 14 = 0.079 3/8" 95321 3/8" FLAT WASHER (96408) 1/2" BEVEL SQUARE WASHER (46040) CLEVIS PIN RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB 15 = 0.073 543334 (WITH SHOULDER) WHEN PART MARK IS ACCOMPANIED BY 2 NOTES: 1/2" 95230 1/2p FLAT WASHER (95872) 3/4" FLAT ROUND WASHER (95948) ( ). (D FIELD DRILL 9/16" HOLES IN PRIMARY AND PORTAL FRAME WEBS 16 = 0.068 5 8' 95233 5 8 FLAT WASHER 95945 MAY BE FURNISHED WITHOUT RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE FOR FLANGE BRACE CONNECTIONS. 17 = 0.060 3 4" 95235 3 4" FLAT WASHER 95946 1" FLAT ROUND WASHER (95948) 543335 A SHOULDER, THEN TWO COTTER CENTER OF THE BUILDING, DRILL 9 16" HOLE IN PORTAL FRAME COLUMN WEB APPROX. 2" 7 8" 95237 7 8" FLAT WASHER 95947 PIN WILL BE PROVIDED. RULE#5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME / 1" 95238 1" FLAT WASHER 95948 SIDE OF THE FRAME WEB. FROM BOLTING PLATE (9) BEAM �. 1 1 B" 9523 13 9 1 1 " FLAT WAS14ER 95949 > 1/8, FLAT ROUND WASHER (95949) 543336 ** 10" & 11 1/2" PURLINS REQUIRE 3 BOLTS AT EACH END OF PURLIN LAP. REV. DATE:08/02/17 IREV. NO.04 ROD BRACE REV. DATE:06/23/11 IREV. NO.03 ROD BRACING REV. DATE:05/08/18 1 REV. NO.02 TYPICAL FLANGE BRACE CONNECTIONS REV. DATE_03/17/16 REV. NO.03 PORTAL FRAME DETAIL REV, DATE:07/01/09 REV. NO.00 SECONDARY PART MARK NUMBER BR01 G2 WEB SLOT ASSEMBLY BR02K1 CLEVIS ASSEMBLY BR06AE CONT. PURLIN LAP SHOWN, CONT. GIRT & SIMPLE PURLIN BR12J1 CONNECTION TO FRAME EN51 B 1 COMMON GENERATED MARK NUMBERS ERECTION DRAWING PART MARK _E�j T C 2 1121 2 5/8" ADJUST. CODES P I GAGE EIGHTHS R INCHES LENGTHFFFT w millimeters 1 I B 3 ' I I SHAPE N i i ® ems DEPTH BAY NUMBER � COUNTER 48 00 I e rk J II �P PN LI P II 0 0 II Q� CANOPY ( C) /PARTITION (P ) / DEPTH SHAPE GAGE R O O F R W A L L W NUMBER 07 = 7" ZS = ZEE 11 = 0.113 08 = 8 1/2" CS = CEE 12 = 0.098 BUILDING SHAPE 7" & 8 1/2" GIRT CLIP {PG1) GIRT CLIP (PG1) 10 = 10" ES = LOW EAVE STRUT 13 = O.a88 10" & 11 1/2" GIRT CLIP (GCD-) MAY BE SHOP 1 1 = 1 1 1/2 HS = HIGH EAVE STRUT 14 = 0.079 2 1/2" 2 5/8" MAY BE SHOP ZEE GIRT WELDED (GC1 OR GCA-) BB = BACK TO BACK CEE BB FACE TO BACK CEE 15 = 0.073 THE BAY BUNDLE CODE IDENTIFIES ZEE GIRT SHOWN WELDED (GC1 OR GCA-) FF = FACE TO FACE CEE 16 = 0.068 THE BUILDING CANOPY/PARTITION / CEE GIRT SIMILAR 17 = 0,060 ROOF/WALL PLANE AND BAY 7" & 8 1/2" GIRT REV. DATE`0'' D1/D9 I REV' NO. SPECIAL SECONDARY PART MARK KEY REV, DATE:01/31/13 IREV. NO.01 SECONDARY BUNDLE LOCATION KEY IREV. DATE-07/01/09 REV. NO.on PURLIN AND GIRT SIZES REV. DATE07/01/09 REV. NO.00 GIRT CONN. AT COLUMN REV. DATE:01/20/11 IREV. NO.01 GIRT CONN. AT COLUMN EN51 82 COMMON GENERATED MARK NUMBERS EN51 B3 ALL SECONDARY DEPTHS EN53F1 8 1/2" 216mm WS01 G2 OUTSET SIMPLE GIRTS WS01 G3 OUTSET CONTINUOUS GIRT 0 P TI ON DIM A FOR FYS UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" OUBLE V-0" AT 7" & 8 1/2" EW GIRTS GIRT CLIP SDS (55307) LOCATED APFROX AS SHOWN. FIELD LOCATE AND DRILL (2) 9/16" AMBNIS HELD BACKD CEE ON A D6" FROM 1'-3" AT 10" & 11 112" EW GIRTS GC1 7— AT 7" & 8 1/2- GIRT OFF CLIP SOR HOER LES. SCREWQSPAC SPACING NOT TO A ACHM EDGE DIAMETER H(DJC1 OLES I; RAKE BEAM EACH END of MAIN JAMB. RAKE BEAM OR GREATER FOR SPECIAL FRAME SETBACKS GC21— AT 10" & 11 1/2" GIRT LESS THAN 3/4" APART. GC21— AT ALL OTHER SETBACK DIMS FIELD LOCATE AND DRILL (2) 9/16" CORNER COLUMN ` LA32 ETER HOLES IN ZEE GIRT GABLE GIRT CLIP TTACH JAMB (2) 1/2" X 1 1/2" � BOLT (49080) (GC18-) AT 7", 8 1/2" & 10" GIRT P DOOR JAMB (GC20-) AT 11 1/2" GIRT 9 CLIP (DJC1 —) RAKE CHANNEL 100 WALLSTONLYN A ART ® / / I SE IE vAno H OF HOLES RAKE ENDWALL ZEE GIRT IQ BEAM N GIRT / (JAMB SUPPORT q _ III' L J 0, GIRT) DOUBLE JAMB (N II j CO Q0 JAMB SINGLE ,t 1/4-14 x 1 1/4" (2) 1/2" A307 THIN CONNECTION II I OR DOUBLE * �� RAKE STRUCT FSNR HEAD BOLT (0961a36) JAMB, (� I BEAM (55307) GAF- & NUT (095032) OR SINGLE DOUBLEN 2 PER GIRT------------ IRT JAMB CAN BE 1 1/2" DEEPER BOTTOM OF OUTSET GIRT RAKE BEAM Fi;�j F ,g10N THAN THE JAMB SUPPORT GIRT. af1 1 F1aa .1 k I" ,` .» , �;` � ZEE GIRT SHOWN (ONLY EXCEPTION: 11 1 2" JAMB - ri,41, fe��e `A t°a t� CEE GIRT SIMILAR CAN ICE USED W/ 8 1�n GIRT) 1 -0" AT 7" & a 1/2" GIRTS Fe`. d1l�a FIELD LOCATE AND DRILL ALIGN JAMB AND GIRT AT BL. t 1t1 • .1a111 I� i �fia�� a.en1° 1 � 1i 1E °f g (2) 9/16" DIA HOLES IN GIRT 1�-3" AT 10" & 11 1 2'� GIRTS NOTE: FIELD NOTCH ENDWALL I PG1 CLIP = 3 3 " tLL 1c' / FOR (GC17— OR GC21—) CLIP GIRT FLANGE WHEN CORNER COLUMN /4 AT 7'�, 8 1/2'�, 10 GIRTS 1 'a l �e��g� 1 �ii$z €g r: t1 � 1a af .�. a �, g1 € �! ,�°? FLANGE INTERFERES WITH ENDWALL GIRT. SECTION A—A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS 14im'I gj'.wwcl$a 4"a1,3,1i`a<.A.a a'aa`[ `A''°?.'.Y!°a`�i•: •`.`I;;"r II I& a'..a'. P a.I,F I'A . REV. DATE:07/23/13 IREV. NO.01 REV. DATE:08/16/14 REV. NO.02 REV. DATE:11/30/15 REV. NQ 0.3 REV. DATE 07/01/09 REV. N0.00 GABLE GIRT CONN, TO RAKE BEAM GIRT CONN. AT CORNER COLUMN JAMB TO GIRT JAMB TO RAKE BEAM WSO4C2 OUTSET GIRTS WS12H5 ANY OUTSET GIRT AT EW, NO SW GIRT WS20B2 SINGLE OR DOUBLE JAMB, ANY ZEE GIRT WS20B5 ANY JAMB, OUTSET ENDWALL PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080)AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THELi 1540 GENESSEE ST. KANSAS CITY MO 64102 WALL SECONDARY SED S (a) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER � 2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION ' # REV: DATE: BY: DESCRIPTION: BUILDER O RIR WRITTEN APPROVAL OF BUTLER MFG. : Radon Construction Corp. 1oB OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES P p. JOB 14 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports —"" DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LocarloN: Southold 'R 13UTLE 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' New York �& DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NITS 23-13 VP VERSION: 2023.4a 31 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:21 a division of BlueScope Buildings North America,Inc. SECOND CEE ON A DOUBLE OPTION JAMB IS HELD BACK 6" FROM GIRT T4 JAMB DEPTH FOR FO'S UP TO 9' X 9' USE (3) 1/4"-14 X 1 1/4" TOP MEMBER EACH END OF MAIN JAMB, JAMB CLIP 7" 8 1/2" 10" 11 1/2" SOS (55307) LOCATED APPROX AS SHOWN_ A NO CLOSER THAN 3/B" FROM EDGE _ 7" JTG3 JTG6 HEADER TO JAMB OF CLIP OR HOLES. SCREW SPACING NOT CLIP (PG1 ) LESS THAN 3/4" APART. w 8 1/2" JT01 JTG5 JTG7 A I 10" JTG4 JTG2 A C5 11 1/2" JTG2 SINGLE JAMB DOOR HEADER ® � I GIRT JAMB, SINGLE ° ° SINGLE JAMB I OR DOUBLE (2) 1/2" X 1 1/2" A I I I I I A325 BOLT {4908 JAMB BASE0) � CLIP � DOUBLE en JAMB (2) 1/2" A307 THIN A SINGLE JAMB (2) 1/2" A307 THIN JAMB BASE DIM. A � HEAD BOLT (096636) HEAD BOLT (096636) ZEE GIRT FLUSH TO CLIP (PG1) & NUT (095032) % I 1 /4 (MAX.) ol� & NUT (095032) FIELD LOCATE AND DRILL 2 9 16 �� (2) 1/2" A307 THIN �� / / " HEAD BOLT (096636) O Ta ATr CH HOLES (z) 112" X 1 1/2" OUT a �. 1 Z ANCHOR I & NUT (095032) RODS WTH � I p I GIRT CLIP I � A A325 BOLT (49080) A CI HARDENED WASHER i ARP�E�� p (SEE CHART) EQUAL 3" EQUAL E�VT 6„ OP 1 1 4 _ IT TI I eEE S ATION BASE ANGLE MAX r�r- —< (4) 1/2" A307 THIN E�� EC I (SHOWN) a SECTION A—A I o 0 1 W �oN CONCRETE FSNR � I ® w I SHOWN &EAD NUT OLT(095032) 0950032 536) A AT 24" O.C. I "� DIM. A ,r ZEE GIRT 5 0 N I I JAMB CAN BE 1 1/2" DEEPER BLDG. WIDTH (BY BUILDER) I 3 1/4" AT 7", S 1/2", 10 JAMB CEE GIRT SIMILAR I I OPENING THAN THE JAMB SUPPORT GIRT. BASE MEMBER Q " I I HEIGHT (ONLY EXCEPTION; 11 1/2" JAMB OR LENGTH L--� —� 6 1 4 AT 11 1 2 JAMB I I CAN BE USED W/ 8 1/2 GIRT) „ / / JAMB CAN BE 1 1/2- DEEPER +. MIS—ALIGNMENT JAMB CAN BE 1 1/2 DEEPER w THAN THE JAMB SUPPORT GIRT. EQUAL 3 EQUAL (CORRECT ALIGNMENT) (AVOID THESE CONDITIONS) L ALIGN JAMB AND GIRT AT BL. GIRT ALIGNMENT DETAIL THAN THE JAMB SUPPORT GIRT SECTION A—A ALIGN JAMB AND GIRT AT BL. SECTION A—A (ONLY EXCEPTION: 11 1/2" JAMB CAN BE USED W/ 6 1/2" GIRT) � PG1 CLIP = 3 3/4" AT 7", 8 1/2", 10" GIRTS ALIGN JAMB AND GIRT AT BL. SECTION A—A PGV1067 CLIP = 4 3/4" AT 11 1/2" GIRTS (Z—GIRTS SHOWN, ALSO APPLICABLE FOR C—GIRTS) REV. DATE07/01/09 REV_ N0.00 REV. DATE D7/21/15 REV. NO.Q4 REV. DATE:a7/01/08 REV. NO.00 REV_ DATE:12/D1/15 REV_ NO.04 REV. DATE:06/23/22 REV. N0.00 JAMB BASE ATTACHMENT GIRT TO JAMB HEADER TO JAMB JAMB BASE TO GIRT WS201318 SINGLE OR DOUBLE JAMB WS201`2 SINGLE JAMB WS2DF9 ANY HEADER, ANY SINGLE JAMB WS201­12 ALL JAMB AND GIRT DEPTHS WSR065 WAIL SECONDARY FRAMING ALIGNMENT N w Lo �r 0 ", C `p �j�tL/ r b .l+y N W Via.. ., �O 70 B AR � SSIONP~ i<:1a3� � u: r1a .ie S '€ tix ia:` �`i1r` € � >' .ta'1s .r t, ' a1$1 1A a t. 1i1 0 a €<!,. eF l am'*W"r. °k: at„ ff' Il �'� Y3C11 'i° 4:`•ta1f'ia 3 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING INCLUDING THE INFORMATION HEREON REMAINS THE PROPERTY OF 1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT(49080) AND NUT (47120) BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 WALL SECONDARY SED S (b) W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS. ONLY TO THE WORK PRODUCT OF BUTLER � MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. FLANGE BRACES ARE AN INI�EGRAL PART OF THE STABILITY OF THE REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, JOB#: OF WALL AND ROOF SHEETS. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 23-026114 3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED. NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 LOCATION: Southold, New York �0 DRAWN/CHECK: COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S Po#: 23-13 VPC VERSION: 2023.4a 32 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:23 a division of BlueScope Buildings North America,Inc. Covering Schedule Trim Schedule Planograph Schedule Id Qty Start Length Qty Stagger LengtrType Gage OP Fin. Color . Direction Id Parts Color Details Id Details #6 19 38 ' -1 1/4" 19 33 ' -1 1/4" MR24 24 13 K SY Right to Left Tl 0630043 Match Wall Color Tl P-080572, P-081236, P-103223, P-104542, P-104714 #7 19 20 ' -9 1/21" 19 25 ' -9 1/2" MR24 24 11 K SY Right to Left T2 (7 . 7 ) IRT10A, (3 . 9) RC20 Match Roof Color ENB004, NV667 T2 P-080573, P-080575, P-080578, P-080949, P-ZRSLO #8 1 20 ' -6" MR12 24 86 K SY Right to Left T3 0560173,MRRET, RBT2, TC1, (0 . 5) WA10A Match Wall Color T3 P-081167, P-081243, P-GAI #9 1 28 ' -1 1/4"' MR12 24 86 K SY Right to Left T4 0630043 Match Wall Color T4 P-080572, P-081236, P-103223, P-104542, P-104714 #10 1 10 ' -9 1/2"1 MR12 24 87 K SY Right to Left T5 0630043 Cool Solar White T5 P-080572, P-081236, P-103223, P-104542, P-104714 #11 11 22 ' -10 1/8" MR24 24 12 K SY Right to Left T6 0560173,MRRET, RBT2, TC1, (0 . 1 ) VWA10 Cool Solar White T6 P-081167, P-081243, P-GAI #12 39 22 ' -9" MR24 24 12 K SY Right to Left T7 0630043 Match Wall Color T7 P-081236 #13 11 22 ' -9 3/8"' MR24 24 12 K SY Right to Left T8 0630043 Match Wall Color T8 P-080572, P-081236, P-103223, P-104542, P-104714 Oper. Code : 13=SQ,NT Oper . Code : ll=SQ, SQ Oper. Code : 86=SQ,NT Oper. Code : 87=SQ, SQ Oper. Code : 12=SQ, SQ Finish:K=Butler-Cote Color: SY=Cool Shell Gray Accessory Schedule Covering Mark Schedule Qty Color Description Id Qty Start Panel Qty Stagger/Last Panel 1 2 3 4 5 1 Cool Desert Beige Shadowall 3070 Walk Door Trim #6 19 MR24380122413KSY 19 MR24330122413KSY #7 19 MR24200942411KSY 19 MR24250942411KSY #8 1 MR12200602486KSY MR12200602486KSY 5� � TB — -- -- -- -- -- -- — -- -- -- -- -- — -- -- -- -- -- -- — -- -- -- -- -- -- — -- ---- -- — T4 -- -- -- -- — -- -- -- -- -- -- — -- -- -- -- — #9 1 MR12280122486KSY MR12280122486KSY #10 1 MR12100942487KSY MR12100942487KSY #11 11 MR24221012412KSY MR24221012412KSY #12 39 MR24220902412KSY MR24220902412KSY #13 11 MR24220932412KSY MR24220932412KSY o N N N N (11)#11 (39)#12 e � T6 I T2 T3 0 v rn 0 ti #10 m m N N (11)#13 (38)#7 e 0 i co N r 0 i N N T5 — T7 #8 N ri 01 N C O W � co e M d' ' (38)#6 N #9 a o'A a T1 T1 ~ m 0'i �rn -- -- -- -- — -- -- -- -- -- -- — -- -- -- -- -- — -- -- -- -- -- ---- -- -- -- -- -- — -- -- -- -- — (� '' LU 23 0 77 0 JV\,0 r0 110'—01, z �. , 1. BL BL f e0twof ail ? d! ' ° z f ; l ;s ;s r' �t.ga g r a•s sa cc BL ka6 a ` ?! ZF f'.€s c9P e. 0 ,°�� age'i4l' ':flf 'f ROOF COVERING PLAN « { � , 1'l'., ,$":':: a . �"a"8s's°' �.qf .k ro.t fie Urm A'i"''of 6fr �1 �r.�, ►i�i?`1�aA91';. tb?. e�'���>a�l. '°.��`s�R3�!?�� �.'��.'� �c"t'FI�It"a� Shape Name = Main Unit, Shape = Front Unit PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER icANSAS CITY, MO 64102 ROOF COVERING PLAN MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER .'S SEAL DOES p' 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS UTLER 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. B 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York `, DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU PAGE: REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 33 VPC FILENAME: 23-026114-01 1/3/2024 18:59:25 a division of BlueScope Buildings North America,Inc. NOTE: 2 3 4 5 MEZZANINE DECK TO BE 28 GAGE 0.6 FORM DECK STRUCTURAL FASTENERS TO BE T-5 #12-14 SDS WITH NO — - - - - - - - - - - — - - SIDELAP FASTENERS. FASTENING AROUND EDGE TO BE �— T-5 #12-14 SDS ATV-0" ON CENTER. AT ENDS ALONG I I— _ _ - - _ - - — - - - - - - _ - - - - - - - - - _ _ GRIDS 2 AND 5 THE DECK IS TO BE FASTENED TO EACH JOIST WITH (2) T-5 #12-14 SDS - ONE EITHER SIDE OF THE TOP CHORD EXTENSION. EDGE OF DECK I 3 NOTE: STAIR CLEAR OPENING I I I I o = 18 ' -2" X 3 ' -6" I �-- I a 54 I I I l a l I I I I M I I I I oN I z l w °° I o f I I I I I I I I I 28 GAGE MEZZANINE DECK (TYP. ) o I I I I I I 4" 3'-6" 4" STAIR OPENING Concrete Slab: The design and detailing of the concrete slab is not by Butler Manufacturing . 1 1 Steel reinforceing must be specified by the concrete slab design professional . 27 '-0" 24 '-6" 25 ' -6" Failure to provide proper reinforcing steel in concrete slab my result in poor slab performance . 77 '-0" BL BL Mezzanine Decking Layout NOTE: MEZZANINE DECK LENGTH TO BE FINALIZED AT A LATER DATE. RECOMMENDED FASTENER PATTERN: 35/4 *WELD WASHERS ARE NOT REQUIRED WITH 22 GA OR THICKER DECK a: N � L O y0 0 _ #12 TEK FASTENERS CJ � c'f� (SUBSTITUE 5/8" PUDDLE WELD THERE BEAM FLANGE >1/2") * O y* v SEE PLAN FOR AREA OF SPECIAL FASTENING_ n co =�� w ,3ypo—'I"i, urd--,�rh— a i,�, a :l ?ia i r �Q�v• -sCa'�aN n.s i 1 h B�Fs`�'"��#`.`.,f��A... �~ ��.1`• �'.� � ��E�i?., "dA.S A °�.. tE� >�`n>`sA.;� �f•'a�8, a.�!,.�kaa8"y �12 t`i,., R` r .,a. » �.i��, !t?���t'f��.t?: t�.�A a .1 ] g; ����T r�,gay 351, 68mwd hi-ll#.. 0Av,I `aa.to e3il ` r 1 1 '-0" ❑ Dimension Key Shape Name = Main Unit,Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MEZZANINE DECKING LAYOUT MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Lj 1540 GENESSEE ST. KANSAS CITY, MO 64102 a REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. SOB 23-026114 Q NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR CUSTOMER: Peconic Water Sports DATE: o DESIGN OF ANY OTHER PRODUCT OR ACCURATE GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN LocarloN: Southold, New York V�L�� 01/16/2024 u- COMPONENT FURNISHED BY BUTLER EXCEPT ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL 0 DRAWN/CHECK: 2 TO ANY DESIGN OR PERFORMANCE APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING PROJECT: Peconic Water Sports ADB / CBU Butler Manufacturing PAGE: REQUIREMENTS SPECIFIED BY BUTLER. TO PROPER ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDERS PO#: 23-13 VPCVERSION: 2023.4a 34 FILENAME: C:1UserslabehrnWneDrlve-EIIueScopelDesktop1Working 0rders123-026114.011CAD FEDS134-MEZZANINE DECKING LAYOUT.dwg SAVE DATE: 1/12/2024 SAVE TIME: 14:02:12 LAST SAVED BY: abehm a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details Tl (3) MRGT20R, (5 . 7 ) VWA10 Cool Solar White KV391, KV392,WCB055 Tl P-081167, P-081259, P-GAI T2 ( 1 . 5) BA125 Match Rolled Sec T2 T3 (3) PTSA*10, (1 . 5) SPCNMR24, (2 . 2 ) STCF10 Match Roof Color T3 P-081531, P-081532, P-081537 A F _ _ -----------------T1 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 I I I = I N I � Opening 1 Opening 3 I ! I N I N I I N 01 ( I I I I I I I I I I I ( I I I I I I I I I I I T2 I 20'-0" 20'-0" 38'-0" 78'-0" BL BL COVERING ELEVATION AT 2 N -- �P N L Oc�r 0 , r 2 M"+. .jow, R F-SS\�NP borer vrfw`t Shape Name = Main Unit, Wall = 1 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEL) ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 2 (a) MAYBE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#' . REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEERS SEAL DOES p' 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports --- DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER' OW 4. SEE JOB DETAILS FOR COWERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. LOCATION: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing AE: / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 35 VPC FILENAME: 23-026114-01 1/3/2024 18:59:28 a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (3 . 1) BA125 Match Rolled Sec T1 T2 (7 ) CLE12C, (3 . 5) GTR25 Cool Solar White EN60Bl, RCB953 T2 P-103223, P-103315, P-104714 5 2 T2 -- ------------------------------------------------------------------------------------------------- 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 I I I I I I I I I I I I I I I I I I � I j LO I I rn ' I I r � 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 I I I I I I I I I I I I I I I T1 I I 77'-D" BL BL COVERING ELEVATION AT A CO H. L OC �Q * 0 r- 140 c W d' OAiQ� ly"pt4� i JkL v n j r rpr,Mfit b,,I Mdt'h frr,v r,6n d.Y,wi ' ? p d�' 4?i ftvt3 1kx alj"'ri : .tfwl iap° # vis fifa l M tip` O.TId°ldA01 *�'�'�'1.� ��Ae V g � �� !, .Y.. m @r ,F .$Y �a q a Q,� �a:��.E�. t 3x f`a fy�a � a�� i `,,�d � ;� „�.�`.��a.3Y�.s�e .�3:�`��b�A��a:°: fae k $' $ &..r P""I(&tr�I k'uj.fas ti 'aI i �A V ads4 tv' l "a'Fis 4_;t Aa r'x"*`!r jt ar douf ie h a 'qg'.5Ca.a..(IdRa3`.1g as 9a fl qw1'qe.a3e �� $ jaa a 8 arb Shape Name = Main Unit, Wall = 2 PERMIT SET- For Building Dept. Approval THE BUTLER MFG ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF . 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING ONLY THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A (a) MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 60 TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon C011StrUCtlOn Corp. J06#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS 01/17/2024 LOCATION: Southold, New York a 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: 36 INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a VPC FILENAME: 23-026114-01 1/3/2024 18:59:30 a division of BlueScope Buildings North America,Inc. Covering Schedule Trim Schedule Planograph Schedule Id Qty Type Start Length Gage OP Fin. Color Increment Direction Id Parts Color Details Id Details #1 14 SHU 23 ' -1 1/4" 26 3 K DE 3" Left to Right T1 (3 ) MRGT20L, (5) SHCL12, ( 6) WA10A Cool Solar White KV403, KV404, PV167 T1 P-081167, P-081183, P-GAI #2 5 SHU 12 ' -6 1/4" 26 3 K DE 3" Left to Right T2 (1 . 5) DSF12C Match Wall Color NV568,NV569,WCB024,WCB025 T2 P-081201, P-081202, P-081203 #3 1 SHU 26 ' -10 1/2" 26 3 K DE Left to Right T3 (1 . 5) DGS12 Match Wall Color NV125, NV140,NV566 T3 P-081203 #4 5 SHU 12 ' -8 3/4" 26 3 K DE -1 ' -6" Left to Right T4 (1 . 6) BA225, (3 . 5) BT12A Match Wall Color ENB006, GV386, GV442, NV115, NV120,NV128 ,NV130,NV135, NV143, NV664,WCB082,WCB083,WCB085,WCB086, WSR065 T4 P-081180, P-081189, P-081505 #5 1 SHU 19 ' -3 15/8" 26 3 K DE Left to Right T5 (0 . 1) BA225, ( 0 . 5) BT12A Match Wall Color ENB006, GV386, GV442, NV115, NV120, NV128, NV130,NV135,NV143, NV664,WCB082,WCB083,WCB085,WCB086,WSRO65 T5 P-081180, P-081189, P-081505 Oper. Code : 3=SQ, SQ T6 (0 . 1) BA225, ( 0 . 5) BT12A Match Wall Color ENB006, GV386, GV442, NV115, NV120, NV128,NV130,NV135, NV143, NV664,WCB082,WCB083,WCB085,WCB086,WSR065 T6 P-081180, P-081189, P-081505 Finish:K=Butler-Cote T7 (1 . 5) MRGT20R, (2 ) SHCL12, (2 . 5) WA10A Cool Solar White KV403, KV404, PV167 C T7 P-081167, P-081183, P-GAI olor• DE=Cool Desert Beige Covering Mark Schedule Id Qty Start Panel Last Panel #1 14 SHU23012263KDE, SHU26041263KDE #2 5 SHU12062263KDE SHU13062263KDE #3 1 SHU26104263KDE, #4 5 SHU12086263KDE; SHU06086263KDE #5 1 SHU19035263KDE, F p, T1 ID M CD ko I I I I 1 \ N N M M M \\ rl rl N ri rl \\ (5)#2 M \ a a a M M M \ ao N I I M N m \\ I I I \ N .1 \ rl r7 O1 OD l0 \ (5)#4 [ C, 0 I e e e 1O [ [ [ [ [ [ [ [ [ m [ [ T3 N T3 a a \ a a \ W 0 0 0 #3 I I I I I I I I I I I I I I C M M M M 0 Ln LO In ID 1p N N N N N N N N N N N N N N N '+ (14)#1 M I I • _ m N -4 N C #5 \ In I r N N N N H H H H T4 T5 T6 41'-0" 16'-0" 1 16'-0" 2 78'-0" BL BL COVERING ELEVATION AT 5 Fastener Schedule �'<� L0� y0,p Part Description * 0097365-113 (T-3) #12-14 x 1 1/4", T-30 Torx Hd w/Washer Panel to Structural 0097364-113 (T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer Panel to Panel M Uj /a L :$ 1`° i€�"a�C�t►�+�:,�''€t�"'� � �a ��"'�i �1> �Fr�: I'`>c ':�s ?'!A��" ".e 3:� $t?� s`c" NCO7010 1 °►')c/��F (fk4�p`..� (3��..�` °a�'�� ft&y p ph v.CF'4,e fiR,i i.:g�. gag o ,d'..�.2 d :"SAA. SS3 ..�,. �.�88..e bteFe.BY tit,!,er t 2 3 ' —0" q .. !,hm, mdr Ape i"V q(I atfkru,f r,.. 1 2 ' -0" Dimension Key Shape Name = Main Unit, Wall = 3 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE ONLY TO THE WORK PRODUCT OF BUTLER O 64102 COVERING ELEVATION AT 5 MAYBE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, M TO STRUCTURAL BEAMS MFG.AND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#` REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEERS SEAL DOES p. 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS UTLER 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. B 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York ue DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO##: PAGE: NTS 23-13 VPC VERSION: 2023.4a 37 VPC FILENAME: 23-026114-01 113/2024 18:59:31 a division of Bluescope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (3 . 1 ) BA125 Match Rolled Sec T1 T2 (7 ) CLE12C, (3 . 5) GTR25 Cool Solar White EN60Bl, RCB953 T2 P-103223, P-103315, P-104714 2 5 T� 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 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 I I I I I N I I � I I I � I I � I I N 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 I I I I I I I I I I I I I I I I I I I I I I I I TI I 771-0" BL BL COVERING ELEVATION AT F r0 0 * o Cn r rn w 2 - W Y $ ttai $a�. .F f c..� " r ti�$t '' '.t �'� , 1K `e a�M°�e°:#� is" EJ��10 4 1 It 4!fa r,r,,kv; $kjs`e ;< 8 r•t . .€ y,X�?,4'4 14. Ly f6jet at.f i tse,v R��;�na i:�' �4•I'.�$ $Eq�$$x aaw .a��'\:�''1,�.$.A: t`��'.�.a:�glt`.�+�. ° A�'.:.�E lt �:�.�kt'�. Shape Name = Main Unit, Wall = 4 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER'.HOLES FOR STRUCTURAL FASTENERS BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT F TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REv: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports — DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 38 VPC FILENAME: 23-026114-01 1/3/2024 18:59:32 a division of BlueScope Buildings North America,Inc. Trim Schedule Id Parts Color Details T1 ( 1 . 6) BA125 Match Rolled Sec A C LO � \1 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 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 I I I I � I I I � I r 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 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 I I T1 40'-0" BL BL COVERING ELE7ATION AT 1 y, F H• L 0 �O T LU x• �OIO 7A � ��V If 0'f a s soh °gym orgoi 4%fior�f n °. W"T' / or, # JJSSIONP�' �� �° y €? 8 ax:4� `��e;"•� F= cp{a a apt.: ; I��Y� �: �`Ix�:B°�a:''Y `$ �•` :��S fl.�, .ax''t�x.. �.�x,3�a\c x Vl�` a 3t �"$IY�� .a .�..°� � ! � �'. , 4 i�fvmrT e-v,fd cf a t`ft, ° r #r 4i'd Ae° r �t vt �x���'�'.i��£t `P �➢iA ,�"t�°$ 's44i�te8 t3A ,tt$ ��� �>t..c�'i�. ��',�'�.' °��s. f��pt p'„\ i �t syx pg t m• ax•.9 ¢ab rrit & 33, . ds Aar' L•�' I\�Z ! ;,:u, o"1x.,''lit£, laa t:�j��4�>��d'xa,a''�a,�i'adB:':�°t> ��' 2<�. 3'. .t"f�"``eg"?���..,f§ `a�aC#�`f�'x`:•Ye`�". Shape Name = Front Unit, Wall = -I PERMIT SET- For Building Dept. Approval 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 1 L) TO STRUCTURAL BEAMS MFG.AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. 06#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES p' 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports � DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS HUTL E ' 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LocarloN: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 39 VPC FILENAME: 23-026114-01 1/312024 18:59:33 a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (2 ) CLEI2C, GTR25 Cool Solar White EN60Bl, RCB953 T1 P-103223, P-103315, P-104714 T2 (0 . 9) BA125 Match Rolled Sec T2 2 1 T1 r-------------------------------------------------------------------------------------------------------------------------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 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 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 I I I I I I I I I I I I � � I LO I I � I r 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 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 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 I I I I I I I I I I I T2 I 23'-0" BL BL COVERING ELEVATION AT A J- m y (7 _oil,rn I� Uj k T. �€ � $d $'S'3 '� g? dff a"gt, �_,.w" o �`z,. cc :f 8's 1 �� :V ���...rre &yam €3 p�y.�. fir e ��9 �i 3' •➢�$r$pe,j r •v d tf ��.'A Y���...A 16:.. 1SR a air 2,�2 . fir I aft 1 3 •.�'t LB:�M�' �� $y°$garrt ,°$�`i�:3y. Iy `$$ BAR $:�>' 3A i sA' '$a°ae t'i �:`'•? `a`.•. 5': �' a$a a E�:e ?2 �/ y. ` - V' Ig$t3$33 A 1P d F$&°F$'a & Z ge g b1.c+ M1e1 '�$e�P`e�? a �$ .tom�. �����€��d�` .���.���'$:tom?$�$ ��$� r`$�' S•' SI►,Jl � �s�=�.� ..���i�a •,r;�$i, ��r�a� $�.a�.s�;,,. s.;�aka°a.? �� � •a Shape Name = Front Unit, Wall = 2 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING . MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT A (b) TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REQUIREMENTS SPECIFIED BY BUTLER. 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon COnStrUCtlOn Corp. .Io6#' REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTiLHR 01/17/2024 LOCATION: Southold, New York , 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. DRAWNlCHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S PO#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 1 40 VPC FILENAME: 23-026114-01 1/3/2024 18:59:34 a division of BlueScope Buildings North America,Inc. Opening 4 Opening 2 LO Cn 2 20'_0" I201-0" 401-011- BL BL COVERING ELEVATION AT 2 F 0 b X 141 7 afrewd, r tafimfiq,4 firl o r�6" ftew hit F kif,f .xm.I i Ce no ra r im�a,ti^w'f f vj� K4,tw�'&k", rw f Im, a"w'*t tr "C 4 q(_wA aidd_11vr dij,nu bt Shape Name = Front Unit, Wall = 3 PERMIT SET- For Building Dept. Approval THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF Enrik 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS THE BUTLER MFG. ENGINEERS SEAL APPLIES BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE w '% BUTLER MANUFACTURING MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT Li 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT 2 (b) TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. PRIOR WRITTEN APPROVAL OF BUTLER MFG. DATE, BY: DESCRIPTION: BUILDER: Radon Construction Corp. JOB#: REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLER 01/1712024 LOCATION: Southold, New York 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. < v DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a PAGE: 41 VPC FILENAME: 23-026114-01 1/312024 18:59:35 a division of BlueScope Buildings North America,Inc. Trim Schedule Planograph Schedule Id Parts Color Details Id Details T1 (0 . 9) BA125 Match Rolled Sec T1 T2 (2 ) CLEI2C, GTR25 Cool Solar White EN60Bl, RCB953 T2 P-103223, P-103315, P-104714 1 2 T2 r-------------------------------------------------------------------------------------------------------------------------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 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 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 I I I I I I I I I I I I LO I I � I I r 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 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 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 I I I I I I I I I I I I T1 23'-011 BL BL COVERING ELEVATION AT C O F E N. L OC, 0 � m {, p .qq alr g ji+ � 4 .8 '3� 3 ae� 1° ,Ff I �aft .wdty .1 .1 1tc '€.,3 fttr awa . it:l z :.s "' Awn' ,tR�g Q�� ".. e7�ONP� tp # 4�. S 1.J •a 3t.: e� 6 hfr'e fau^.:8'i �.t 4n,... a jUn.i°) `'�a�`$�0 88 &a ,' a d` g-' gg��' + a $ ..���"•.. $ S,,,.fix ., & f,6 o$" .��C�.a R'�1�26.�°'�,' rk is 'drT 14 f* ffh'r gir Ro ` GIs R gar°Aar Of eu'rrvtv dm ende :$ der. a" Shape Name = Front Unit,Wall = 4 PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF 1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS BUTLER MFG IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING . MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS ONLY TO THE WORK PRODUCT OF BUTLER 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING ELEVATION AT C TO STRUCTURAL BEAMS MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: JOB#: REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. Radon Construction Corp. 23-026114 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS. DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLL�R 01/17/2024 DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. 4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION. COMPONENT FURNISHED BY BUTLER EXCEPT LOCATION: Southold, New York DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. PAGE: INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a 42 VPC FILENAME: 23-026114-01 1/3/2024 18:59:36 a division of BlueScope Buildings North America,Inc. M OF RpO�N MPiP�L�Ns ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: WALL PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT: '60'r ' -�pP OV STRUCTURAL LINE 1 2 REFER TO: MR-24 ROOF SYSTEM REFER TO: SHADOWALL WALL SYSTEM ATTACH BASE TRIM WITH PANEL TO STRUCTURAL 2-3/4"NERS TO 2 0 2-3/4" „ ' I AVOIFASD NPANEL ERS 4COR CORRUGATION). HIIFTLOCATE EBASE ANGLE (MAX SPACING 2 -0 _ Z PURLIN = INSTALLATION GUIDE INSTALLATION GUIDE I RUT OR BASE GIRT HOLES 1 -1 /2" OFF MODULE ) � (MAX. SPACING) w 1A1/2VE TDEEPER SHADOWALL -�T WITH UNPUNCHED PANELS / MASONRY ANCHOR = PANEL LOCATION (TYP). PANEL ADAPTER CLIP w THAN MAIN PURLINS I ATTACH PANEL, WITH PANEL TO STRUCTURAL (543333) (NEST INTO > I FASTENERS 12 O.C. (LOCATE AT PANEL BASE ANGLE PANEL HOLES & CENTER CORRUGATIONS) (BA225) ON JOINT) >- (OPTIONAL) APPLY SEALANT (D25392) CONTINUOUSLY Q FOAM CLOSURE (570731 ) MASONRY ANCHOR Z o (NOT BY B.M.C.) -2-1/4" W FRAME MEMBER it J I OUTSET GIRTS SHOWN — — — — — — — 5/8" LAP - I � FLOOR LINE _ (INSET GIRTS SIMILAR) a� _I O I d .4 II a a• °NOTE: a' I Z PURLIN SHOWN, BASE TRIM .� e Q I TRUSS PURLIN SIMILARa ' (OPTIONAL) BASE GIRT 0" MIN. TO 6" I 6" LUSE VISE GRIP TO (MIN.) 2 BASE ANGLE (BA225) BASE TRIM HOLD CLIP SECURE E3LffLER EL�LER 2" (MAX.) (BT12A) TO BASE ANGLE Ew [FOPQ (OPTIONAL) 2-1/4" OR 4" JOINT WHILE BENDING TABS NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL TIGHT AGAINST LINE & BASE TRIM REV. DATE:02/08/23 REV. N0.01 REV. DATE:01/30/14 REV. NQ 00 REV. DATE:01/30/14 I2EV_ NO-00 REV_ DATE:01/11./10 REV_ ND.00 REV_ DATE:01/14/10 REV_ ND.00 EAVE HT. WITH MR-24 WITH THERMAL BLOCK MR-24 ROOF SYSTEM SHADOWALL WALL SYSTEM SHADOWALL — BASE TRIM INSTALLATION BASE ANGLE EN6081 8 1/2 AND 10 INCH PURLINS ENB004 ENB006 GV386 LAPPED & NOTCHED FOUNDATION AT FLOOR LINE GV442 JOINT DETAIL - AT FLOOR LINE MR-24 ROOF MR-24 MR-24 PANEL MR-24 ROOF ROOF PANEL ROOF PANEL STRUCTURAL LINE PANEL I GABLE TRIM GABLE TRIM _ _ _ _ _ _ — — — — — — MALE - (MRGT20L) _ _ _ _ _ = GABLE TRIM SHADOWALL FEMALE - MRGT2DR MALE - (MRGTL20R) MALE - (MRGT20L) FEMALE - (MRGTL20L) _ _ ) PANEL FEMALE - (MRGTL20L) _ _ - - GABLE TRIM SEE DWG. P-081167 - SEE DWG. P-081167 SEE DWG. P-081167 ( FEMALE - (MRGT20R) i I MALE - (MRGTL20R) WALL ADAPTER BASE ANGLE (SHOWN) FIELD FORM WALL I I SEE DWG. P-081167 (WA1 DA) - _ WALL ADAPTER ADAPTER (VWA10) _ _ - - SEE DWG. P-081167 _ (WA10A) STRETCH INSULATIO FLOOR LINE SEE DWG. P-081259 J FIELD FORM WALL SEE DWG. P-081167 TIGHT & ATTACH TO OR TOP OF ADAPTER (VWA1D) TORX T-30 SDS — — — — — — I BASE TRIM WITH MASONRY WALL TORX T-34 — — — — — — 097364 — — — — — — TORX T-30 SDS DOUBLE FACED TAPE SELF-DRILLING SCREW I II — — — — — I SEE DWG. P-081259 2'-0" 0. . \-PURLIN 097364(097364) (2'-0" O.C.;> PURLIN OR TORX T-30 (COLOR SUFFIX OR �,-D„ 0.� (NOT BY B.M.C.) EAVE STRUT PURLIN OR (OPTIONAL) FOAM OR �� c PURLIN OR EAVE STRUTY SELF-DRILLING SCREW REQURIED) I (COLOR SUFFIX RUBBER CLOSURE a II EAVE STRUT (097364) (2'-0" O.C.) I SHADOWALL PANEL EAVE STRUT I REQURIED) o WALL THICKNESS VARIE I WALL CLOSURE SHADOWALL PANEL I WALL CLOSURE a ° WALL THICKNESS VARIES SHCL12) BASE a ENDWALL � TRIM ENDWALL 12'-0" COVERAGE) �SHCI­12) 12 -0 COVERAGE) SHOWN ENDWALL SEE DETAIL MV822 ENDWALL (SHOWN) SEE DETAIL MV822 NOTE: NOTE: NOTE: NOTE: IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. HIGH WIND GABLE TRIM CLIPS ARE REQUIRED. REV. DATE:04/22/16 1 REV. NO.02 GABLE TRIM LEFT WITH MR-24 ROOF REV. DATE:04/22/16 IREV. NO.02 GABLE TRIM RIGHT WITH MR-24 ROOF REV. DATE:D3/09/17 REV. NO.D3 GABLE TRIM LEFT WITH MR-24 ROOF REV. DATE;D3/09/17 IREV. NO.o3 GABLE TRIM RIGHT WITH MR-24 ROOF REV, DATF-05/05/13 IREV. N0.a1 0"-4" INSULATION AT BASE — BASE TRIM KV391 VARIABLE THICKNESS WALL ADAPTER KV392 VARIABLE THICKNESS WALL ADAPTER KV403 SHADOWALL WALL PANEL WITH CLOSURE KV404 SHADOWALL WALL PANEL WITH CLOSURE NV115 SHADOWALL WALL PANEL BUILDING LINE I I ENDWALL POST SHADOWALL PANEL BLANKET _ MAKE SURE INSULATION INSULATION IS WALL PANEL SHADOWALL PROPERLY TRIM INSULATION PANEL ( POSITIONED AND IN T A MAXIMUM ATTACH INSULATION TO A STRAIGHT LINE THICKNESS ICKNESS 4" DRIP GUTTER WITH AND ATTACH TO BEING CAREFUL NOT FOAM CLOSURE r DOUBLE FACED TAPE BASE TRIM WITH TO CUT THE FACING _ DOUBLE FACED 0 GIRT (NOT BY B.M.C.) TAPE (BY OTHERS) �, N' gip- Q-p FLOOR LINE * ^( <�, "F _ BASE — — ANGLE m y PANEL TO OR TOP OF �- m `5,� STRUCTURAL (OPTIONAL) MASONRY WALL w FASTENER FOAM OR _ (SHOWN) ZN� �\ay � DRIP GUTTER RUBBER o A a �� OVERHEAD DOOR CLOSURE a .: w ,, a..a R F�SS1 0A HEADER A BASE d.. . .4 �'a0 '"1 4 TRIM ' / �. �.A1i "a f a� �,� � a,d �, t, a •' a 4a '. M'." X@ II aI a `ev 1sv rsM I-b "1 �1-mlreg''f16"er I'lr 6r"I m r�v` vr I iF€!'(5'r,$,I,1 0,'-"w• (SHOWN) 1m anj1tti L� m i..i• 1�5� I"e. �.lr ��� ,:� .�":i •@:.. lt: :,:���1'�''.Ik�g �'�``a�#dv� ittr, .6n.gfi tmra ,a E Iat A? .:Ae a t �a ,gyp' .. g. .1mR RsRa d1?3r $a $ e.l ' aa.,84' REV. DATE:06/05/13 REV. NO.02 0"-4" INSULATION AT WALL STRUCTURAL REV. DAM-08/05/13 REV. No.az "-4" INSULATION AT OVERHEAD DOOR HEADE REV. DAV-06/08/13 REV. N0.02 0"-4" INSUL. AT EW POST ON STRUCT. LINE REV. DATE:10/18/17 REV. NO.03 4 1 /2"-8" INSULATION AT BASE — BASE TRIM . & � NV120 SHADOWALL WALL PANEL NV125 SHADOWALL WALL PANEL NV128 11 SHADOWALL WALL PANEL - WIDESPAN NV130 SHADOWALL WALL PANEL PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 COVERING & TRIM SED S (a) REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#' THE BUTLER MFG. ENGINEERS SEAL DOES p' 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS BUTLER 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' 0 DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, I I PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S POI: PAGE: NTS 23-13 VPC VERSION: 2023.4a 43 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:46 a division of BlueScope Buildings North America,Inc. *SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION SHADOWALL PANEL I I HEADER CHANNEL JAMB CHANNEL i ENDWALL POST I 12-14 x 1 1/4" 12-14 X 1 1/4" TORX S.D.S. (097365) TORX SIDS (097365) _ V-0" O.C. 2'-0" O.C. — SDS (097230)(UNPNTD) SHADOWALL TRIM INSULATION TO 2'-0" O.C. PANEL TO PANEL A MAXIMUM STRUCTURFASTENER AL THICKNESS OF 4" TORX SDS/(097364) BEING CAREFUL NOT JAMB FLASHING DSF12C FOAM TO CUT THE FACING 2 -0 O.C. 12'-0" COVERAGE GIRT CLOSURE ATTACH INSULATION �LINOD RIVET (097580) SUPPORT CHANNEL (570751 ) C TO DRIP GUTTER _ FOAM CLOSURE (570731) WITH DOUBLE FACED - - FIELD CUT SHADOWALL PANEL DRIP GUTTER (DGS12) -F�-- - -WALL PANEL FLUSH WITH FACE OF JAMB TRIM INSULATION - TAPE (BY OTHERS) 12'-1 " COVERAGE TO A MAXIMUM THICKNESS OF 4" BEING CAREFUL NOT TRIM INSULATION TO A TO CUT THE FACING DRIP GUTTER MAXIMUM THICKNESS OF OVERHEAD 4" BEING CAREFUL NOT DOOR HEADER TO CUT THE FACING *REFER TO DWG. P-081202 FOR ADDITIONAL INFORMATION ON INSTALLATION OF THE DRIP GUTTER. *SEE DRAWING P-081202 FOR MORE INFORMATION. *APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN *APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. REV. DA1'E:10/18/17 1 REV. NO 03 4 1 /2"—8" INSULATION AT WALL STRUCTURAL REV. DATE10/18/17 REV. NO.03 4 1 /2"—8" I N SU L. AT D.H. DOOR HEADER REV. DATE10/18/17 REV. No.03 f4 1 /2"—8" INS. AT E W POST ON BLDG. LI N E REV. DATE: 2/1/20 IREV. NO.01 REV. DATE: 2/1/20 IREV. NO.06 NV135 SHADOWALL WALL PANEL NV140 SHADOWALL WALL PANEL NV143 SHADOWALL WALL PANEL - WIDESPAN NV566 HEADER DETAIL — SHADOWALL NV568 OFF MODULE JAMB DETAIL — SHADOWALL F _ FEET G =-GAGE R� SEE DRAWINGS P-103223 AND P-104714 I - INCHES 00 - OPERATION 12,_0» 12 -0 Gv p PO\NG PRIES FOR GUTTER INSTALLATION GUTTER E = EIGHTHS C = FIN/COLOR LENGTHS LENGTHS F�ELa PGOOE SUPPORT F = FEET G = GAGE CLOSURE LINOF L�NG� s�-oPp��E> GUTTER SUPPORT SELF-DRILLING TAB (GST) JAMB CHANNEL SHADOWALL WALL PANEL MARK NO.: SHP F F I I E G G 0 0 C C C I = INCHES 00 = OPERATION (SHCL12) SEE SCN� (630000)� SCREW (097295) SHU E = EIGHTHS C = FIN/COLOR _- PANEL STRAP (560004) 12-14 X 1 1/4" LENGTH CODE 2 3/4" SCRUBOLT TORX SIDS (097365) MR-24 ROOF PANEL MARK NO.: MR24 F F I I E G G 00 C C C SHADOWALL 097264 AT 2'-0" O.C. - BOTTOM OF GABLE WALL PANEL ( ) LENGTH CODE SHADOWALL TRIM OR SOFFIT SUPPORT CORR. CLOSURE 36" COVERAGE WALL PANEL MR-24 CLOSURE (560348) 1/4" X 3/4" ,r LOCATE BLIND RIVETS ROOF TORX SIDS TYP -I 1 5/16r 1 7/16 24 COVERAGE ® (097580) (2) PER 1 -0 1 1/4" (097364) TYP. 2 3/8" 2 3/8" WALL CLOSURE INSTALLATION WALL CLOSURE INSTALLATION SCRUBOLT - EAVE CLOSURE 2'-0" O.C. FOR SLOPES UP TO .5: 12 4: 12 SLOPE SHOWN (097104) _ (CLE12C) 12'-0" COVERAGE SHADOWALL 2 3/4" SURFACE NOTE: USE 1 " LAP AT PANEL EXTERIOR SMODTH BACK-UP STRAP JAMB FLASHING EXTERIOR AS ROOF SLOPE INCREASES OR DECREASES BEYOND CLOSURES SPECIFIED SPLICE DSF12C SHADOWALL WALL PANEL SMOOTH SURFACE FITUP, IT MUST BE CUT TO LENGTH INDICATED, TO ACCOMMODATE SLOPE ( ) DIMENSION VARIANCE. MINOR NIPPING OF THE FLASHING "FINGERS" MAY BE GUTTER 12'-0" COVERAGE REQUIRED TO AVOID INTERFERENCE FOR PROPER FITUP. TORX T-30 3 3/16 SHADOWALL - ENDWALL CLOSURE SCHEDULE 1/4" X 3/4" FACTORY EAVE STRUT SELF-DRILLING SCREW MR-24 ROOF PANEL APPLIED ROOF SLOPE (RISE IN 12") 097364) (2'-0" O.C.) SEALANT .25-.5 .51 -.749 .75-1.49 1 .5-4 COLOR SUFFIX REQUIRED) SHCL12 (12'-0") SHCL12 (12'-0") SHCL12 (12'-0") SHCL12 (12'-0") NBBMC WALL PANEL *SEE DRAWING P--081202 FOR MORE INFORMATION. USE AS IS CUT TO CUT TO CUT TO SIDEWALL 6'-D" LENGTH I 3'-D" LENGTH I V-0" LENGTH *APPLY HIGH QUALITY SEALANT (BY OTHERS) BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS. * SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION SLOPE RANGE 1/4:12 - 4:12 REV. DATE: 2/1/20 1 REV. NO. REV. DATE:01/14/10 REV. ND.00 REV. DATE:01/14/10 REV. ND.00 REV. DATE:D7/,0A7 REV. NO.02 REV. DATE: REV. NO.01 SHADOWALL WALL PANEL GUTTER WITH WTHR. SEAL WITH MR-24 ROOF 1::aN NV569 MODULE JAMB DETAIL — SHADOWALL NV664 SHADOWALL WALL PANELS NV567 MR-24 STANDING SEAM ROOF PANEL PV167 ENDWALL CLOSURE SCHEDULE RCB953 NBBMC WALL PANEL WITHOUT WALL CLSR "ROOF LINE" IS THE BOTTOM SURFACE OF ROOF PANELS. EAVE HEIGHT = FLOOR LINE TO TOP OF PURLIN/GABLE ANGLE. FLA STANDARD BASE ADJUSTMENT: ADD 5 B" FOR NOTCHED OR LAPPED BASE CONDITION, DEDUCT 1/8' FOR FLUSH BASE CDNDI ON. (SEE DWG. P-081513) ROOF SLOPE DIM. *** FOR PANEL LENGTHS WITH H _ V-0" O.C. I V-0" O.C. DOOR POST CMR-24 ROOF USE: J DOOR POST X: 12 ,.A" EAM= HEIGHT — DIM. "A" +/- BASE CONDITION -� WALL FASTENER (TYPICAL) >1:12 THRU 1.99:12 1.. + (RIGID INSL. THK. + .8125 (LINER PNL + 0.25") SEE FASTENER SCHEDULE SUPPORT CHANNEL 2:12 1 1/2 : COS OF ROOF SLOPE) I FOR PART NUMBER AND 2.01:12 THRU 3: 12 1" SLOPE U I USAGE ON DETAIL WCB086 ATTACH " NOTE: PANEL RISE = X 36" Q' SUPPORT CHANNEL INSULATION TO TOT DOOR POST INSULATION DOOR 3.01:12 THRU 6: 12 3 12 n I AT 1 DOOR POST DOUBLE FACED TAPE NOTE: ON STANDARD ROOF SLOPES (2 AND 4: 12) — — — — — — — — — WITH DOUBLE AT LEAST ONE PUNCHED PANEL HCLE PER PANEL WILL ALIGN FACED TAPE (BY OTHERS) WITH A HOLE IN THE GABLE ANGLE. OTHER SLOPES (NON—STANDARD) BLANKET BLANKET (BY OTHERS) WILL REQUIRE FIELD DRILLING FOR PANEL CONNECTION TO GABLE ANGLE. I F INSULATION - _ _ INSULATION EAVE HEIGHT ADJUSTMENT TOP OF �,'�� Loc y0 0" FOR MR-24 ROOF WITH OUT THERMAL BLOCKS--� 6 1/4" FOR INSULATION BR DGE (TOP OF RAKE CHANNEL) GOOFEL NEGLE/ ' - 12 F)E LD n 0] I g"�$ 4 RISE PANEL X CUT IDIRECTION OF ERECTION Z w PANELS i1�0 ATTACH INSULATION ATTACH INSULATION DOOR TRIM DSF12C I ROOF LINE 00. � k01 TO DOOR POST WITH TO DOOR POST WITH TRIM INSULATION TO A MAXIMUM NOTES: �, �O�P�. DOUBLE FACED TAPE DOUBLE FACED TAPE THICKNESS OF 4 BEING euTLER16 II (NOT BY B.M.C.) (NOT BY B.M.C.) - 1 . SEE DETAIL WCB083 FOR WALL PANEL INSTALLATION CAREFUL NOT TO CUT THE FACING = STARTING ir) w PANEL 2. SEE DRAWING P-081191 FOR SIDE LAP PANEL w a FASTENER PROCEDURES ,t � ,, � Ar ue�� ��` r 1tu1 ,r:� , �� �' � �� � , DOOR TRIM = � 'fit MB ,�.� � E�� t��..�.,,� ���1=�;� � ���:�e �� ���., �� ��1�:,���,1t 1' , DSF12C o I_ 3 _p. w 3.-0. CONTOUR GABLE TRIM im on imy,. �1 r c W — T Q i>':1�tr'1t&�Y \� �"�F€i? .��r. ���3�a I��'�f.3«��fat 'e'` SEE DRAWING P-081202 FOR ADDITIONAL INFORMATION. SEE DRAWING P-081202 FOR ADDITIONAL INFORMATION. PANEL LENGTH EAVE HEIGHT — DIM. "A" + PANEL RISE ;. F t1.ir,TrA irvd'y r m"'. .,? i 6f�r m � g a, €a,du! BASE REV. DATE:10/11/16 REV. No.on 0"-4" INSULATION AT OVERHEAD DOOR POST REV. DATE:10/18/17 REV NO-D1 4 1 2"-8" INSUL. AT OVERHEAD DOOR POST BUTLERIBDIIAENDWALLEISTARTERGHT EPANEL c:i'f&6dfi.�"ru .6vt, C — — / REV. OATE:08/16/17 REV. NO.00 — REV. DATE:09/02/20 REV. No.o, SHADOWALL PANEL JOINT ASSEMBLY e WCB024 ONE ,.SIDE ON MOD ONE SIDE OFF MOD SHADOWALL WCB025 ONE SIDE ON MOD - ONE SIDE OFF MOD - SHADOWALL WCB055 MITER CU 1 FOR SLOPES >1: 12 THRU 6:12 WCB082 SECTION A-A PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MANUFACTURING ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE 1540 GENESSEE ST. IrCANSAS CITY, MO 64102 COVERING & TRIM SED'S (b) MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG. REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Corp. OB#: THE BUTLER MFG. ENGINEERS SEAL DOES p• NOT APPLY TO THE PERFORMANCE OR CUSTOMER: .�......... 23-026114 THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS SUTLER 01/17/2024 LOCATION: Southold New York COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ' 0 DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler Manufacturing ADB / CBU REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: BUILDER'S Pot#: PAGE: NTS 23-13 VPC VERSION: 2023.4a 44 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:47 a division of BlueScope Buildings North America,Inc. UNPUNCHED PANELS FASTENER SCHEDULE FLA INSTALL FASTENERS 112"DOWN rFLA TOP MEMBER TO CLEAR STRUCTURAL HOLES NOTE: AT EAVE MEMBER,GIRTS AND THIC NESSN PANEL-TO-STRUCTURAL FASTENERS PANEL-TO-PANEL FASTENERS REFER TO DETAIL BASE ANGLE (.6#/CU.FT. PAINTED SCRUBOLTS PAINTED SELF-DRILLING SCREWS PAINTED SELF-DRILLING SCREWS WCB086 OR FASTENER PANEL TO STRUCTURAL OR LESS) (PUNCHED OR UNPUNCHED PANELS) (UNPUNCHED PANELS ONLY) (PUNCHED OR UNPUNCHED PANELS) I 1 /8" 1 1 /2"—6" SCHEDULE AND FASTENER V-0" O.C. 0" SB-7/8"T-45 TORX MPS-1 1/4"T-30 TORX SDS-3/4"T-30 TORX INSTALLATION NOTES (REPEAT AT EACH THRU SCRUBOLT MEDIUM SELF-DRILLING SCREW SHORT SELF-DRILLING SCREW I EAVE OR GABLE 4" 097361 097365 097364 STRUCTURAL CORRUGATION AT ALL STRUCTURALS) OVER 4" LSB-1 1/2"T-45 TORX MPS-1 1/4"T-30 TORX SDS-3/4"T-30 TORX I GIRT POUR STOP THRU LONG SCRUBOLT MEDIUM SELF-DRILLING SCREW SHORT SELF-DRILLING SCREW I I (FIELD CUT AS R EQ'D) 6" 097362 097365 097364 PANEL JOINT OVER 6" LSB-1 1/2"T-45 TORX SDS-3/4"T-30 TORX I 1 1 I I 1 piR� A f (SEE DETAIL VCB082 ) BASE ANGLE THRU LONG SCRUBOLT NOT RECOMMENDED SHORT SELF-DRILLING SCREW (SHOWN) 8" 097362 097364 1 FLOOR JOIST GIRT TIN OF E A (SEE DETAIL C6o84 ) SIDELAP FASTENER QUANTITIES R�CTIOL1 DISTANCE BETWEEN FASTENER QUANTITY IMPORTANT: I FLUSH TO I I I I 1I f WALL STRUCTURALS BETWEEN STRUCTURALS 3'-O"OR LESS 0 I MAXIMUM SPACING BETWEEN SIDELAP 1/4" (MAX.) .• \a�, �'•� ;' •• .w'a• .'�'' OVER 3'-0"THRU 6'-0" 1 FASTENERS IS 3'-0". I NOTE:SPACE SIDELAP \ \ r e OVER 6'-0" 2 I I FASTENERS EQUALLY \ OUT BETWEEN STRUCTURALS \ \ '• 4•'•4 FASTENER NOTES: `I (SEE SIDELAP FASTENER 1.HEADS OF FASTENERS ARE PAINTED TO MATCH WALL PANEL COLOR.THE FASTENER PART NUMBERS SHOWN IN 1'I I I II QUANTITIES CHART ON THE FASTENER SCHEDULE WILL BE FOLLOWED BY A THREE DIGIT COLOR SUFFIX CODE. I DETAIL CB086 ) • a. '• 2.PANEL-TO-STRUCTURAL FASTENERS ARE INSTALLED ON V-O"CENTERS AT EACH PANEL CORRUGATION. �. PANEL-TO-PANEL FASTENERS ARE INSTALLED AT EACH PANEL JOINT AND SPACED EVENLY BETWEEN I I ? 1 �•'..:I BASE ANGLE STRUCTURALS AS SHOWN IN SIDELAP FASTENER QUANTITIES CHART. MEZZANINE BEAM `'' ''' • OPTIONAL (SHOWN) • ., - BASE TRIM SHADOWALL 2" PUNCHED PANELS NOTCHED INSTALLATION NOTES: PANEL 1 1/2" UNPUNCHED PANELS (SHOWN) FOUNDATION JOIST SHOWN 1.SHADOWALL PANELS ARE AVAILABLE WITH OR WITHOUT PUNCiING.REFER TO PANEL IDENTIFICATION FOR PART MAY BE BEAM. POUR STOP OR MOVE BASE ANGLE AS SHOWN NUMBER AND PANEL USAGE. BLDG. WIDTH REQUIRED FOR DECK SUPPORT 2.WHEN USING UNPUNCHED PANELS,CHECK MODULARITY ON EVERY PANEL TO ASSURE PROPER COVERAGE AND FOR BASE CONDITION INSTALLATION, - '�' '• . ON DWG. P-081189 FIT UP OF TRIM AT ACCESSORIES. INTERIOR COLUMN OR LENGTH I F MEMBER NOT PRESENT SEE DWGS.P-081505,P-081513, 3.FOR CORRECT INSTALLATION OF SELF-DRILLING SCREWS FOR UNPUNCHED PANELS.A VARIABLE SPEED SCREW '' ( GIRT ALIGNMENT DETAIL P-081645 OR P-081649.SEE ,,,,� • ••.,. ; GUN WITH CAPABILITY OF 1600 TO 2500 RPM IS RECOMMENDED. SEE DRAWING P-081189). MISALIGNMENT ORDER SPECIFIC DRAWINGS FOR DETAILS - '` : : ^•'' ' ,..�.;:;. 4.REFERENCE SHADOWALL INDEX P-081180 FOR APPROPRIATE INSTALLATION DRAWINGS. (CORRECT ALIGNMENT) (AVOID THESE CONDITIONS) SEE PLAN FOR BASE TRIM ... 5 REFER TO UNS UNSIGHTLY BILPRIATE INSULATION LOW NG ON EXTERIOR SURFACEON WALLILS CN PAN=_LSRDERSPECIFIC DRAWINGS TO PREVENT BEAM CONNECTIONS (SEE DETAIL C6085 ) fiA (Z-GIRTS SHOWN, ALSO APPLICABLE FOR C-GIRTS) REV.DATE: 09/02/20 REV.NO. 01 SHADOWALL PANEL INSTALLATION REV.DATE: 09/02/20 REV.NO. 01 SHADOWALL PANEL ATTACHMENT AT BASE REV.DATE: 09/02/20 REV.NO. 01 SHADOWALL PANEL GENERAL NOTES REV.DATE: 06/23/22 REV.NO. 00 WALL SECONDARY FRAMING ALIGNMENT DECK SUPPORT AT INTERIOR COLUMNS WCB083 PANEL TO STRUCTURAL WCB085 - LAP FOUNDATION SHOWN WCB086 FASTENER AND INSTALLATION WSR065 1 /8" 1 1 /2"-6" 511 LAP ( MIN POUR STOP (FIELD CUT AS REQ'D) 2 - 1 / 2 2 - 1 / 2 FLOOR JOIST FASTENER/WELD ' LOCATION 0 0 JOIST SHOWN MAY BE BEAM. POUR STOP REQUIRED FOR DECK SUPPORT IF MEMBER NOT PRESENT MEZZANINE BEAM SEE PLAN FOR INTERIOR COLUMN BEAM CONNECTIONS END LAP AT S JI JOIST DECK SUPPORT AT INTERIOR COLUMNS N - ,� . Loy 0 co �5S1Ca'N It iR (`l e of 8ra•"tfl's`It i $Arc.«t WW(.,n I A."a.f ens,.I .11 4'*11 r ro,?1g £ #7a6e I ffPm 1"q tv A y I`� 0 �° 11 l a i�� f1 t1 °�a. s1 l t 1 . °.t r`t a l> •€ems a I the abin #' hi i"&1d t Go 1fag`?rs1 rI, a fim'th I t F{ €W fryE} x�t t11'n . :.li:n> a1 F a:�d'.1! ` ' na"•1 1;�"1t1:.c ,<fl.$:".8 g a a. �p0 E Ea:3Aro•:E �'.1. 9�PJ. `�`' a PERMIT SET- For Building Dept. Approval THE BUTLER MFG. ENGINEER'S SEAL APPLIES THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF ONLY TO THE WORK PRODUCT OF BUTLER BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE BUTLER MANUFACTURING COVERING & TRIM SED'S C MFG. AND DESIGN AND PERFORMANCE APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT 1540 GENESSEE ST. KANSAS CITY, MO 64102 REQUIREMENTS SPECIFIED BY BUTLER. SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT REV: DATE: BY: DESCRIPTION: BUILDER: Radon Construction Cor JOB#: THE BUTLER MFG. ENGINEER'S SEAL DOES PRIOR WRITTEN APPROVAL OF BUTLER MFG. p• 23-026114 NOT APPLY TO THE PERFORMANCE OR THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE CUSTOMER: Peconic Water Sports DATE: DESIGN OF ANY OTHER PRODUCT OR GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS LOCATION: Southold, New York aUTL.ER 01/17/2024 COMPONENT FURNISHED BY BUTLER EXCEPT DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG. ® DRAWN/CHECK: TO ANY DESIGN OR PERFORMANCE ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, PROJECT: Peconic Water Sports Butler ManufacturingADB / CBU NTS BUILDER'S PO#: 23-13 VPC VERSION: 2023.4a REQUIREMENTS SPECIFIED BY BUTLER. INCLUDING THE CORRECT USE OF TEMPORARY BRACING. DRAWING SCALE: PAGE. 45 VPC FILENAME: 23-026114-01 1/3/2024 SEDSheet 18:59:49 a division of BlueScope Buildings North America,Inc. ..WW-Aq� g0w%�A PIN40h, ...Pwftv� 7 architeatire, p.c. 00, P.O.BOX 1254 jAmEspowr,Ny 11947 PHONE(631)779-Z832 FAX(631)779-2833 11L 0 A A 8 TO-F-% Tr 46770 C,0_yU_ _rNTw1r AD 4 SOUT D � Nh y KN M AY _024 7VT Z P, r?"sep" sh? 16 �Agi` M/// "s, x — I I "'s,"il I I ��,:WW"/ -'s ell s, 's /sVIAN61444 @ A SO Is law, ss— "o" /ss,11" NSI /AK"", "DOV s "s", Proposed Site Plan For: %: j'sI 15/" QV, mp _.�,77 7', N ss ss �lj 'AI /W/ "Is "or" As� "M sIsIl z- Is s� AM ss, 'ANS is/ I's, sA s'! s, 4 _l0m, 1C s/,'V`s, R t `4� sl Pecon ' Vs s, "M A 'ss so 01 Water Sports c, I O's . s19 AA, L I/d/ Q, ­Oss s5' s .1 17, ss4 _N sss, "M Tj "er ,/is Is, V _V i'A ­�, :� s A A7/11­1­,;1,., J, Is, 0 Is ry 'I"Ah z ID, 7 ;& W, X 5/"F­',K,­­, 1 Him -ell NO 10 '1 W" X �mr Af/ y, F% "VI&P"s,11 OR 4-, T g" "At Vlz_ W/ ss -0, 's,: Z,4s�' g '-ss' 6 ....... Is'0 W� A "s, s,/, -ba /,� ;I g� A 3 s"O Al'/s� '46 4 Mg/l& Is �4 M d" II�o Fis ay e zmv,/ is 's mum, "'F-411�1"K11111 ss 'ss- WIR/ s�Ir Its, IM61111 d q,2, A., sm so/ r,"" A;*1, A­ 's, ,jI "gvo A, 7i y I� so �s, ss" s Isss"(;, IV/ "s, YpI, a, MCI '7�r IV;" r Is, M el,/�s Is 41 Is W-s— ­,l, 1, 1,�s A* 1,� ss 'e 1 46770 County Road 48 0 mvro,//I,, N/a, 2 u ..........X, sit" A;g Ile, So thold, New York mvi Is fflg 0 V J' R,2 �V` 4, 0011 Z, XA, Is;s� "Is '14 S.d.T.M.#I000_5S_5_9.1 'T" vl %q z","IZ, ssl/ ;4, v­ V 15 q P 0 osl',; 'sti. REVISIONS lvli�l ;s,­0�J��o J 't 43malm JI, Is ss­s Y4 is": ,ss A4C COMMENTS —4 A" ;slb� 0'w l !3� 12 2023 REVISED AS PER ss, sk `ss'�: s"""s,s... �','l fill s —ZU2,3 KLIVIbbD AS PEP, Zs� ."s" �g// PLANNING COMMENTS 3 gil ss�.,s N, Iss U's�1�/ s U2� ',,ssrs� U, _0`_"`�""'/�� so; Is, s ''I" r -s! Pr sll�, OP", "s"s, J� kp- As 3 NING COMMENTS "n,syk�' 0 IQPL�N Af — "" — , 'r , " , _." , '.1 — , 1, ��, ­s ­q 5-4 202 REVIM73 X9 PER is;" All sr —6—30-2023—RE VIS70 AS=7— e 7 IF 0,; ss-'. "'114 ­,�. 1, ; _Ml ­,s J s. oz 1s`ssssss1/­/�, PXQ� 5s, "'s 4 P�ANNTNG COMMENTS Vs. �H`T', k AS PER 0A ;--r ss; 4,& ss. j"; "'""l — , , , " - , , "M I/f " ,/ IsI, Is 's r vol" '00 ,?", ,, ", " I Irlss; 'N 'N J;'s v ss"', 1,7s,s",s ww"%"s It 4ENTS 'W"Idilt 0/pAw-, _:/g 01, -,n P=1 ,js "g, Agi ns,,ss, N", tqq/ 16107 "Is' 0 ,,," , - Is ss "'N sy r 0 1/ Is A 5 j", MAP- A I H �4 v,1 A �ss! sst s` "s Is A ell, —M, W p /M �s­",�Pss 4s"PI/i/r, s" 1W �­A s On),J I,/;, s "s, C7 4-12-24 LIGHTING UPDATE ss'— qm/ ssss,,"r�.. _"ssss,, "s j0p, 's s";,; 's" 11, 'll, —24-24 FR Ass , ��,,,,;,,"'Is,� � . ........ AMING UPDATE Nt" 'sl— A"Os","f s, ss,ls,`�s�sr YK .... ... s 8 4 ? I I',, ;Is,�- ,,-, , ,j,", ,- , " " , " � /," , , _,,� __ , " s"/�,­ "1�"', %, loss, now",s- /Z "'A"M 05-07-24 BUTET5= �k J, "M -,5 Is COMMENT, 9 se, sw sl d"Iss, , I' o",;,/­�,, ";, s"', , , "", K? N'' J n // I � ni e,­s�"' X/ 'sl/ ME 4; ss,,_4 5 s,sl/g/ 1:,s1le'Is 5`0 /p",' idiiwi, A, _c /5, a n /M 0 '40 w, w4l s s v, v/" _ ,,,,I IVe�l ""s 5%, uw s, A a si/i/w o s, Is nfif/Mak.51. .................. :4 �sAA-­ 0 0 CORRESPONDANCE: TS: BUILDING CODE 5UMMARY ARCRTECTURAL: MECHANICAL, ULMICAL, * PLUMBING 0 APPLICABLE BUILDING CODE CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES OWNER: GENERAL CDNTRACTORt COVER PROJECT INFORMATION M-1.00 PROP05ED MECHANICAL PLAN PECONIC WATER SPORTS RADON CONSTRUCTION CORP. A-0.10 EGRESS PLANS M-1.10 PROP05ED MECHANICAL PLAN 0 Ia70 MIDDLE COUNTRY RD — SUITE 7-32B A-0.20 PROJECT NOTES, ABBREVIATIONS, AND ADA GUIDELINES E-1.00 PROPOSED ELEC. LIG14TING PLAN BUILDING CODES: A FIRE ALARM SYSTEM AND DETECTION SYSTEM WILL BE INSTALLED PER SECTION (307. 46TIO ROUTE 4b LLC 0 46770 COUNTY RD 4B SELDEN, NY 11764 A-0.30 GENERAL NOTES E-1.10 PROPOSED ELEC. LIG14TING PLAN NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND T14E NASSAU COUNTY FIRE PREVENTION ORDINANCE SOUTHOLD, NY IIq7I T. (31—%5-0660 A-0.40 FIRE ALARM PLANS E-2.00 PROPOSED ELEC. POWER PLAN 0 BUILDING CODE: 2020 BUILDINGG CODE OF NEW YORK STATE, 2020 EXISTING BUILDING CODE OF NEW YORK STATE T. 6M-937—OMI CONTACri CRAIG PLANSKER A-1.00 FIRST FLOOR PLAN E-2.10 PROP05ED ELEC. POWER PLAN PLUMBING CODE: 2020 PLUMBING CODE OF NEW YORK STATE EXIT REQUIREMENTS: CONTACTt JOSEPH FLOTTERON EMAIL: CRAIGPORADONCONSTRUCTION.COM A-1.01 SECOND FLOOR PLAN P-1.00 PROPOSED PLUMBING PLAN ELECTRICAL CODE: 2020 ELECTRICAL CODE OF NEW YORK STATE EMAIL: JOFRPECONICWATERSPORT5.COM A-2.00 REFLECTED CEILING PLAN P-1.10 PROPOSED PLUMBING PLAN MEC44ANICAL CODE: 2020 MECHANICAL CODE OF NEW YORK STATE MOST RESTRICTIVE USE 15 F—I MD 5-1 A-2.01 REFLECTED CEILING PLAN SEAL FIRE CODE: 2020 FIRE CODE OF NEN YORK STATE/2010 FUEL GAS CODE OF NEW YORK STATE SIZE OF DOOR (1010.1.1) — 320 MIN CLEAR A-3.00 PARTIAL BUILDING PLAN ADA ACCE551BIL11T: ICC/ANSI 117.1-2009 ARCHITECT: EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) — 200' WITHOUT SPRINKLER MAX. A-3.01 PARTIAL BUILDING PLAN A&C ENERGY CODEz 2020 MGT CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE A-3.02 PARTIAL BUILDING PLAN ARRANGEMENT OF EXIT DOORS OR EXIT ACCE55 DOORWAYS (1016) — 1/3 LENGTH OF DIAGNAL STROMSKI ARC141TEMRE PC. A-4.00 BUILDING SECTIONS 61/ MAXIMUM TRAVEL DISTANCE (10172) — OCCUPANCY 'F-1, 5-1,B' - 2W w/o AUTOMATIC SPRINKLER SYSTEM P.O. BOX 1254 A— STAII SECTIONS C14AFTER 3 — USE AND DCCUPANCY CLASSIFICATION CORRIDOR WIDTH (1020.2) — TYPICAL MINIMUM CORRIDOR WIDT14 - 44, MIN. JAMESPORT, NY 11,147 —5.00 Al IONS — NV T. 631—T7q-2832 A-6.00 BUILDINGG I TOTA FOOTAGE: 9,523 DEAD ENDS (1020.4) — DEAD END CORRIDORS SHALL NOT EXCEED 20' CONTACT- ROBERT 5TROMSKI AIA, LEED AP TO L ARE 5.F) USE CCLASS ION (302): FIRST FLOOIR-6,q26 S.F. 6�1) FLOOR-2,55 51.� ToTAL—q,523 S.F. REQUIRED EXITS —2 EXITS REQUIRED (4 EXITS PROVIDED) EMAILi ROBERT@STROMSKIARC141TECTURF-COM STRUCTURAL FOUNDATION: 5-1.00 FOUNDATION PLAN AND DETAILS 1 1 5-2.00 FRAMING PLANS AND DETAILS B — BU51NE55 AREA 1056 S.F. (11.0%) 0 S.F. 1056 S.F. (11.OZ) F—I — FACTORY MODERATE HAZARD (3%.2) 51870 S.F. 0 S.F. 6,870 S.F. (61.6%) CHAPTER 10 MEANS OF EGRE55 —3.00 FRAMING PLANS AND DETAILS 5-1 — STORAGE MODERATE WARD (311.2) 0 5.F. 2,5q7 S.F. (77.4%) 2,597 S.F. (27.4) OF N (5OB3.1) AWZ55MY OCCUPANCIES ARE T1405E OCCUPANCIES SUBSIDIARY TO THE MAIN OGCUPAAJ BUIL I G OR PORTION THEREOF. AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE T14AN 10% OF T14E AREA OF THE IN W14104 T14EY ARE FLOOR AREA 15T FLOOR 2ND FLOOR 1115IGN ACTUAL LOCATED AND 514ALL NOT EXCEED T14E TABULAR VALUES IN TABLE 604, WITHOUT HEIGHT AND AREA INCREASES IN ACCORDANCE WITH Co 2022.STROMSKI architecture,p.c.All rights SECTION W4 AND 5% FOR SUCH ACCE55ORT OCCUPANCIES. USE PER OCf-UPANT GROSS AREA GROSS ARM OCCUPANT LOAD OCCUPANTS COMMW5 CHAPTER 8 — INTERIOR FIN15HES pyright (S.F.) (S.F.) DESIGN LOAD5 reserved'The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized C14APTER 5 — GENERAL BUILDING HEIGHTS AND AREAS 5 MINE55 OFFICE USE (MARINE SALES AND ADMINISTRATION) alterati.on of these docurrients is a violation of the New York FINISH REQUIREMENTS: USE LIVE LOAD UB/5QFT.] DEAD LDAD 1LB/5QFT.3 State Education L w.These drawings and specifications am an instrument of s:rvice and are the property of the Architect HEIGHT MQ ARM: GENERAL OFFICE AREAS 150 GROSS 110% 0 8 B MAX EXTERIOR BALCONIES 60 10 Tliese'drawings and specifications are not to be used on Any T I I I 1 1 -7 AS PER SECTION B03 AND TABLE 1503.13 T14E FOLUX-IINGG AREAS SHALL MEET THE FIN15H CLASSIFICATIONS. other project,except by written permission ofthe Architect. SECTION W3 GENERAL 14FIC44T AND AREA LIMITATIONS F-1 FACTORY MODERATE 14AZARD (MARINE SALES AND SERVICE) ROOM AND ENCLOSED SPACES 54ALL 14AVE CLASS C FINISHES SECOND STORY STORAGE 125 56 PROJECrNO.I 21-AR049 ROOF LIVE LOAD 20 10 MAXIMUM ALLOWABLE AREA AS PER TABLEi 50 __;1AL USE CORRIDORS MD ENCLOSURES FOR WT ACCESS STAIRWAYS SHALL 14AVE CLA55 5 FIN15HE5 F—I FACTORY MODERATE 14VARD — 15,5W (2—STORY) TYPE 2B. NO SPRINKLERS. F INDUS 100 GROSS 5,870 0 5q 5q STAIRS 40 10 SCALE As Noted DATE 11/10/2022 13 OFFICE USE — 23,000 S.F. (2 STORY) 55' ABOVE GRADE MAX ALLOWABLE INTERIOR EXIT STAIRS AND EXIT PASSAGEWAYS 514ALL 14AVE A CLASS B FINISH. GUARDRAILS AND HANDRAILS 2W 10 DRAWN BY Ty D?R S 'HECKE D BY RS 5-1 STORAGE — 17,5W S.F. (2—STORT) BUILDING 15 2 STORY� CANNOT EXCEED 2 STORY 5-1 STORAGE MODERATE 14AZARD (WAREHOUSE STORAGE OF BOAT PARTS) GUARDRAILS IN—FILL COMPONENTS 50 10 1 1 CHAPTER 6 — TYPES OF CONSTRUCTION, WARB40USE 500 GRO55 0 2,5q7 6 6 MAX TITLE RATING OF CONSTRICTION ELEMENTS OF, TYPE 25 CONSTRUCTION TOTAL 73 < 73 CONSTRUCTION CLASSIFICATION (TABLE 601) NOTE51 CLIMATIC AND GEOGRANIG DESIGN CRITERIA Project 1. BUILDING EGRESS CALCULATED USING DE51GN OCCUPANT LOAD PER SECTION 1004M TABLE 1004.1.1. WLDINri EmEff FIRE RATING 2. ACTUAL NUMBER Of OCCUPANTS ARE CALCULATED BASED ON FACILITY OPERATIONS Information STRUCTURAL 0-14R 3. STORAGE/ MECHANICAL — INCLUDES MECHANICAL ROOMS, ELDMICAL ROOMS, STORAGE ROOMS AND JANITOR'5 CLOSET GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND—BORNE SEISMIC SUBJECT TO DAMAGE FROM WINTER DE51GN ICE SHIELD FLOOD WRING WALLS 4. OCCUPANT LOAD 15 BASED ON FACILITY OPERATIONS UNDERLAYMENT HAZARDS EXTERIOR 0—HR SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DE51GN TEMPERATURE REQUIRED cATEc INTERIOR 0—HR CHAPTER 29 — PLUMBING wRy WEAT14ERING FR05T LINE DEPT14 TERMITE DECAY NONBEARING WALLS AND PARTITIONS EXTERIOR 0—HR 25 130 YES YES 1 5 SEVERE MODERATE SLIGHT TO 15 YES N/A NONBEARING WALLS AND PARTITIONS INTERIOR 0—HR TO HEAVY MODERATE FLDOR CONSTRUCTION PLUMBING REQUIPJ31EXTS BASED ON F—I FACTORY/ INDUSTRIAL USE (TABLE 2902.1) INCLUDING SUPPORTING BEAMS AND JOISTS 0-14R I WATER CL05ET REQUIRED PER 100 OCCUPANTS ROOF CZNSTRUCTION I LAVATORY REQUIRED PER 100 OCCUPANTS SHEET INCLUDING SUPPORTING BEAMS AND JOISTS 0-14R I SERVICE SINK RE12JIRED I DRINKING FOUNTAIN REQUIRED PER 400 OCCUPANTS IL Uovel L PRCPOS NJ' W U I D FU wal I 0 C io//i CODE INFORMATION KEY 04A I PIER 11 ACCESSIBILITY AS PER SECTION 1105 ACCESSIBLE ENTRANCES bOX OF PUBLIC ENTRANCES SNALL BE ACCESSIBLE AND f r„ti...... CONTINUOUS SMOKE BARRIER B ?y f n _. r�cxan�a�ran�au�n�a CONTINUOUS I FIOUR FIRE RA'TINS MAINTAINED AS SUCH. ,� �� _ '� ',�..� °� �...._..,.,,�_� . A"OMOOMWMNM®"I..r CONTINUOUS 7 NOUR FIRE RATINCx _.,. rchitecture, . . �r®.� DIRECTION OF EGRESS PAIN , x1< ACTUAL DOWSTAIR CAPAOITY ALLaIED DOOMAIR CAPAMY C�X PHONE 63I 779-2832 FAX 63I 779-2833 P.O.BOX I254 JAMESPORT,NY I I947 ROOM OCCUPANCY TYPE E-Mxxxx ROOM 51 = TOTAL ALIZWD OCCUPANTS —X PER OCCUPANT Li, ACMAL.OCCUPANCY LDAD C� NON SR'M.TMOLOUS OCCUPANCY QfIRE DfTINGUeaIM 6.1 FIG A IMSSIBM ROUTE 1 Proposed Site Plan For: A 8 C E F A B G E F ! : 1 1 20-0' 20-0 19-0 19-0 20-0 20'-0 19-0 19-0 11'-0' 1810, 15'-6' ' - --- - -- i Peconlc - ---------- --- ���_ Water ports ACC11 0__­N\1\_' Auk I I I f f I I 1 ; / I I II ® 1 — - - - - I- - - - - - - - - --- - - - - +- - - - - - - - - - -- -- - - - --- - - - -------------------- ----------=---- ---- -- - --- --------------- 4.1 --- - - - - --------------------- -_-_____-__-___----___-__ _ __.__ _-_=-___- _=-___-__-____-___-_ --_ -- - - ' I 180 180 ! STORAGE I i i I 108 i i; j ! i STORAGE STORAGE �l ! N j , 201 j 46770 County Road 48 Southold, New York S.C.T.M.#I000-55-5-9.I 1 INDUSTRIAL ! I �,I • I ! I 4313_ 'I ' ' I j i I � REVISIONS I j =44 i I t) i I I I I I a 4-I2-2023 REVISED AS PER ! 100 j Ij ! I I j �^ O ARC COMMENTS I -L-------------------------------_----------- I - - - - - -- - --- - t - - - - - - - - - ------- - - -?-------------------------------------------- t-a-+I- - - ----- - ---- - - - - -++e- -- - - - - -- - - - - - - - - 4 O PLANNING COMMENTS ------------- ----- -------------- -- - - - 4 _- - - - - - - --- I 2023 REVISED , MR - j O PLANNING COMMENTS G U- PLANNING COMMENTS AS PER i ! 1 STORAGE I I I , I j I I j i o O PLANNING COMMENTS ! I 106 co O SET I WAREHOUSE STORAG� � I O 4-I2-24 LIGHTING UPDATE I I i i i i f I I j j I s 2,669-_6 ! I j n $ 4-24-24 FRAMING UPDATE 500 I � ! O NJ JI i ' ! ! ------ I I i I I Eil 11f1 ; I 3 — —- - - - - - - ------------------ - - - - -r- - - - - - - - -------------- _ - - - - - -— - - --- --- - - - - - --- - -------------•----— --- - - - - -- - - - - --- 3 I O MENS' ( ' W M.TRAVEL DISTANCE ,I ' I i I LADIES 104 I I O I i i t ; I L il� I it O III I I I I (I i I 103 O I I I ! I II 0 j ( OFFICE ` I " j MRRTCI�R �� 101 16 i 180 I , 105 BUSINESS OFFICE t i p N i i i i i to ' ! ® 1 056 STORAGE i SEAL i i I 24 150 -8 'I ! ? 200 360 I. I I ! ' (� l ARC i CONFERENCE I; INDUSTRIAL i j ; 102 1,557=16 ! j V TIBULE I `•� I 100 i i � I 100 I I o /�--- 2.1 2.1 -� �-- i 1 � II j _ _ _ _ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ --_- - - - �L- - - - - - - - -- -- - - - - - - - - - - - - - - - - _ 2 ------..— ------ --------------------------------------- I ---------------------------------------- - --- -- -- ---- ----- _ -- _------ ------- 2 2 -------------------- ,-T---------- -----------------------------�----_-_-_--- - - ---------.._.._._ ==--------------- ---------------=- -=--_-- -I — ---- -------- 2 'may a2916g 'OQ- SALES/ 5ERVIC i ; ! %� , I ! dF N 1.3 , 107 i I ! 360 9'-1 1/2, 9'-I� 1,�2' 9'-I 1/2, 9'-11 I I j I - } Copyright 2022.STROMSKI architecture,p.c.AA rights I ------------------------ -------� -----------------F 7------------------- - L'i__--- I reserved-'Ihe Architect reserves the right to reproduce this qI ! , _-------------------_--_----- --------____---t ----------------- {i 4 1 2 I I I design. its entirety or any portion thereof.Unauthorised --------------------------------T— - ----------------- -- - ---------- t property i '�- --� alterarion of these documrnu is a violation of the New York State Education Law.These drawings andspecifications are 14'-8' II'-8' an instrument of service and are theof the Architect I I ! I ! I I I ! I i tr These drawings and specifications are not to be used on any (; other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 SCAI,F As Noted DATE I I/IO/2022 DRAWN BY TLD/RS CHFCKFD BY RS I 1 i ! --- - - -- -- -- - - - -- - - - - -- - - - - - --- - - - - - --- -.—.__—_.—.--- --- - -'�- --- --- - - - ---- --- - -- - - - - - - - - - -------- - ------------ - - - - - - 1.1 ----------------------- ----------------------- 1 � --------- --------------------- -------- �-------- I.I I.I ------------- ��_- - - - - -- -- -- --- --- -------- - =_ -- - - --—------------�-- - -- -- ------------+- 1.1 TITLE } ► T 14'-11/2' j 9'-9' j E ess C 20'-0" 20'-0' 15'-0" j I ! 23'-0' ! 20'-0" 20'-0' 15'-0' j 23'-0' Plans A B C G.I D D.I D.2 F A B C D F SHEET 1 FIRST FLOOR, EXIT PLAN Scale. I/8' I'-0" SECOND FL WR EXIT PLAN Scale: 1/5' . 1'-0" A-0.1 Proposed - 6,926 SQ.FT. A-0.1 proposed - 2,5g7 S(J.FT. 0 10 ARCH . ABBREVIATIOS R. RISER -------__ RAD. RADIUS r— --' R.R. ROOF DRAIN I I -------- s ,.x & AND D.O. DOOR OPENING HR. HOUR REF. REFERENCE �j 1 o REFR. REFRIGERATOR i 1 -6 1 1 CI MIN -O MIN. i o #..........$.�� Q �.,, . ..... I I �. I I ~?L ANGLE DR. DOOR HGT. HEIGHT REINF REINFORCED . I I ,�.. .. . . (.._ " ��.... AT DWR. DRAWER HSS HOLLOW STEEL SECTION REQD REQUIRED 39"-41" i i i i arC"I"iatiµ' tt,Cd" , p.c. CL CENTERLINE DS. DOWNSPOUT I.D. INSIDE DIMENSION RESIL. RESILIENT TOP OF LAVATORY 36" MIN. I _______ i I I # POUND or NUMBER DWG. DRAWING I.G. INSULATING GLASS RET. RETAINING "�, REFLECTIVE PART " 54 MIN. �` P.O.BOX I254 JAMESPORT,NY II947 ACCES. ACCESSIBLE E. EAST INFO. INFORMATION RM. ROOM OF MIRROR BOTTOM 6" MAX. FRONT APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE ACT. ACOUSTICAL CEILING TILE EA. EACH INSUL INSULATION RND. ROUNDx 12" MAX. - 14" E.I.F.S. EXT. INSUL & FINISH SYSTEM TNT. INTERIOR 24" MIN. PHONE, 63I 779-2832 FAX(G3I)779-2833 R.O. ROUGH OPENING " - 12" ADJ. ADJUSTABLE �, 42 MIN' MIN. A.F.F. ABOVE FINISH FLOOR E.J. EXPANSION JOINT JAN. JANITOR R.T.U. HVAC UNIT r--"'------ -_l I 1 r-------------i AL. ALUMINUM EL. ELEVATION JT. JOINT RWC RAINWATER CONDUCTOR C -- APPROX. APPROXIMATE ELEC. ELECTRICAL S. SQUTH _ I 1 1 ARCH. ARCHITECTURAL EMER. EMERGENCY KIT. KITCHEN S.C. SOLID CORE Z 2 b I " —� � Z <�.-,PAP HOLDER �. 2 -0 i i 2,_0„ i zl P ALT ENCL. ENCLOSURE SCHED. SCHEDULED Z X , 7"_g" -I 1 MIN. I I MIN. ASPH. ASH L. LENGTH EQUAL SECT. SECTION - Q - a, TRANSFER 7 SIDE I 1 I BBB BED BATH & BEY014D EQ. Q LAM. LAMINATE rn ------ EQPT. EQUIPMENT SF STOREFRONT N ,� "' B.C. BACK OF CURB LAV. LAVATORY �-- LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE BD. BOARD E.S.L. EIFS SCORE LINE LT. LIGHT SHT. SHEET N BITUM. BITUMINOUS E.W.C. ELECTRIC WATER COOLER SIM. SIMILAR °' n 1. BLDG. BUILDING EXP. EXPANSION MAX. MASONRY SAWCUT JOINT 1 BILK. BLOCK EXPO. EXPOSED MAX. MAXIMUM S.J.SPEC. SPECIFICATION I BM. BEAM EXST. EXISTING MECH. MECHANICAL SPECD. SPECIFIED (SECTION) 417" TO 25 KNEE TOE WATER i� WATER URINAL B.O. BOTTOM OF EXT. EXTERIOR MED. MEDIUM S.ST. STAINLESS STEEL CLEARANCE CLOSET � CLOSET i ; 4'-6" I BRG. BEARING FABR. FABRICATOR/ FABRICATED MEMB. MEMBRANE STD. STANDARD I 1 ________ BTWN. BETWEEN F.C. FURRING CHANNEL MET. METAL STL STEEL LAVATORY SIDE WALL ELEVATION REAR WALL ELEVATION I I " Proposed Site Plan For: BUR BUILT-UP ROOFING F.D. FLOOR DRAIN MFR. MANUFACTURER STOR. STORAGE FDN. FOUNDATION MIN. MINIMUM i 3 -0 1 CAB. CABINET STRUC. STRUCTURAL I MIN. I I I � I I I I . CEM. CEMENT F.E. FIRE EXTINGUISHER MISC. MISCELLANEOUS SUSP. SUSPENDED ------- ------- F.E.C. FIRE EXTINGUISHER CABINET M.O. MASONRY OPENING T.C. TOP OF CURB PeCc►111c CER. CERAMIC FIN. FINISH M.R. MOISTURE RESISTANT HINGE APPROACH, PULL SIDE HINGE AP ROACH, PUS SIH DE C.F. COLD FORMED MED. MOUNTED EEL. TELEPHONE C.G. CORNER GUARD FIXT. FIXTURE T&G TONGUE AND GROOVE Water Sports FL. FLOOR MTG. MOUNTING T.G. TEMPERED GLASS C.I. CAST IRON -REFER TO SPEC FOR MODEL #'S FLASH. FLASHING N. NORTH THK. THICK C.J. CONTROL JOINT FLUOR. FLUORESCENT N.I.C. NOT IN CONTRACT THR. THRESHOLD i CLG. CEILING CLKG. CAULKING F.O.(XX) FACE OF (XX) NO. NUMBER T.I.G. TEMPERED INSULATING GLASS �-- CLR. CLEAR F.O.C. FACE OF CONCRETE NOM. NOMINAL T.O. TOP OF o SCALE: I/�I = I'-OA CMU CONCRETE MASONRY UNIT F.O.F. FACE OF FINISH N.T.S. NOT TO SCALE T.P. TOP OF PAVEMENT CNTR. COUNTER F.O.M. FACE OF MASONRY O.A. OVERALL iO 23 3/16 TS TUBE STEEL LO 0) � k C.O. CASED OPENING F.O.S. FACE OF STUDS OBS. OBSCURE TV TELEVISION - J COL. COLUMN F.R.T. FIRE-RETARDANT TREATED O.C. ON CENTER T.W. TOP OF WALL M M n oF_: CONC. CONCRETE FT. FOOT OR FEET O.D. OUTSIDE DIMENSION TYP. TYPICAL ,�� m CONN. CONNECTION FTG. FOOTING OPNG. OPENING CONST. CONSTRUCTION F.T.G. FINE TABLETOPS & GIFTWARE Opp. OPPOSITE UHF. UNFINISHED `- 46770 County Road FURR. FURRING U.G. UNDERGROUND Southold, 48 New York CONT. CONTINUOUS O.H. OVERHANG U.N.O. UNLESS NOTED OTHERWISE CORR. CORRIDOR GA. GAUGE PL. PLATE UR. URINAL PAPER GRAB SIGN CHANGING ELECTRIC DRINKING S.C.T.M. I000-55-5-9.I C.P.I. CAROLINA PRODUCTS INC GALV. GALVANIZED P.LAM. PLASTIC LAMINATE C.T. CERAMIC TILE GL GLASS PLAS. PLASTER VCT VINYL COMPOSITION TILE HOLDER BAR STATION FOUNTAIN CTR. CENTER GR. GRADE PLMB. PLUMBING VERT. VERTICAL REVISIONS VEST VESTIBULE CTSK. COUNTERSUNK GYP. GYPSUM PLYWD. PLYWOOD . O 4-I2-2023 REVISED AS PER V.I.F. VERIFY IN FIELD NOTES: I C COMMENTS D DEPTH GYP.BD. GYPSUM WALLBOARD P.O.C. POINT OF CONNECTION V.T.R. VENT THRU ROOF O PLANNING COMMENTS DBL. DOUBLE PR. PAIR THESE PLANS ARE DESIGNED TO MEET OF EXCEED THE REQUIREMENTS OR THE ICC / ANSI 2009. _ HAC HEATING AND COOLING PRCST. PRE-CAST VWC VINYL WALL COVERING INSTALL SIGNAGE DESIGNATING "MEN" & "WOMEN" RESTROOMS, LETTERS SHALL BE 2" HIGH, RAISED O PLANNING COMMENTS D.B.R. DELUXE BRIDAL REGISTRY H.B. HOSE BIBS W. WEST PRTN. PART111ON DEPT. DEPARTMENT � 1/32" UPPER CASE BRAILLE MOUNT SIGNAGE 60" A.F.F. TO CENTERLINE OF SIGN AND MAX. 8" FROM 4' PLANNING COMMENTS H.B.C. HEALTH & BEAUTY CARE W/ WITH DOOR JAMB ON WALL ADJACENT TO LATCH SIDE OF DOOR. FINISH SHALL BE MATTE WITH WHITE D.F. DRINKING FOUNTAIN' PR.TR. PRESSURE TREATED m.- -__.. ..-..._.,__...._..,...,...,.,.,-,.,,,m,...,m._ ...,...,.,,- __. _..__.,_._._.. .._ __.T........._.-_._..__..__....__..,,.� ___ _ _ DET. DETAIL H.C. HOLLOW CORE P.S.F.F. PREFAB. STRUC. STT-. FABR. WD WOOD SCALE: NOT TO SCALE CHARACTERS ON BLACK BACKGROUND. O PLANNING COMMENTS H.D. HEAVY DUTY WDT. WIDTH DIA. DIAMETER HDWD HARDWOOD PT. POINT W/O WITHOUT SIGNAGE TO COMPLY W/ CHAPTER 7. COMMUNICATION ELEMENTS AND FEATURES 2009 ICC/ANSI A117.1 "O DIM. DIMENSION PTD. PAINTED PROVIDE CONCEALED BLOCKING AT ALL ACCESSORIES AND WALL MOUNTED PLUMBING FIXTURES AS O 4-I2-24 LIGHTING UPDATE DISP. DISPENSER HDWE HARDWARE WP WATERPROOF H.M. HOLLOW METAL Q.T. QUARRY TILE WSCT. WAINSCOT REQUIRED BY MFR.. DN. DOWN HORIZ. HORIZONTAL QTR. QUARTER WT. WEIGHT 8 4-24-24 FRAMING UPDATE 05-07- BU ILDING L I ©COMMENTS '1O O �O MATERIAL DESIGNATIONS SYM OLS LE E D O N 10 QA INTERIOR ELEVATION TAG ROOM NAME ROOM TAG O \ EARTH WOOD, ROUGH WE XXX O 5 N ACCESSIBILITY NOTES: NORTH ARROW 7 GRAVEL, POROUS FILL INSULATION, BAIT BUILDING ELEVATION TAG SEAL X 1. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3'-0" WIDE X BY NOT LESS THAN 6'-8" HIGH CAPABLE OF OPENING 90 DEGREES AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" ARC'Si XXX BUILDING ELEVATION MARK BREAK LINE 2. EDGE THRESHOLD TO BE A MAX. 1/2" ABOVE ADJACENT FINISH FLOOR. ���`� srRa�� C, T EL= XX'-X" a 4. CONCRETE INSULATION, RIGID O KEY NOTE TAG 3. PROVIDE LEVER TYPE HARDWARE PANIC BARS. PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE QaA DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. XX BUILDING/WALL 4. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR UNOBSTRUCTED OPENINGS. XXX SECTION MARK 5. LOCATE WATER CLOSET 18" FROM WALL TO CENTER LINE OF WATER CLOSET. OF NE BRICK GYP. WALL BOARD, CAST STONE, Ax REVISION NUMBER SELF CLOSING VALVES TO REMAIN OPEN FOR MINIMUM OF 10 SECONDS. PLASTER, GROUT, CEMENT, MORTAR 6. SELF-CLOSING FAUCET CONTROLS VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. Copyright 2022.STROl architecture,p.c.All rights XX COLUMN GRID BUBBLE 7. PROVIDE 1-1/2" GRAB BARS AT 33" ABOVE FINISH FLOOR AT REAR AND SIDE OF WATER CLOSET GRAB desig in tt�tireArctyeo reserves n h�to reproduce i�d BAR AT SIDE TO BE 42" LONG AND EXTEND W FROM BACK OF TOILET. GRAB BARS TO BE 36" LONG AT yP XXX alteration of these donunents is a violation of the New York a State Education Law.These drawings and specifications are �____►,� BACK WITH 1-1/2 CLEAR FROM GRAB BAR FASTENERS AND MOUNTING SUPPORTS TO WITHSTAND A MIN. an instrument of service and are the property of the Architect CONCRETEMASONRY �► These drawings and specifications are not to be used on any CERAMIC OR QUARRY TILE 250 LBS. PER FOOT IN BENDING, SHEAR STRESS AND SHEAR FORCE. other project,except by written permission of the Architect //zUNITS (BLOCK) � M DETAIL TAG 108. WATER CLOSET SHALL HAVE A SEAT HEIGHT OF 17' TO 19" ABOVE FINISH FLOOR FLUSH VALVES PROJrCT NO. 2I-AR049 0 TO HAVE MAX. 5LBS. OPERATING FORCE. WINDOW TAG 9. PROVIDE 30"x48' CLEAR SPACE IN FRONT OF LAVATORY AND 29' CLEAR FROM FLOOR TO SCALE As Noted DATEIIII0�2022 BOTTOM APRON FOR KNEE SPACE. DRAWN BY MP/RS CIIECxFD BY RS WOOD, FIN'SH METAL LATH & PLASTER XXX PARTITION TYPE & RATING OXXXX DOOR TAG 10. PROVIDE A CLEARANCE 27" HIGH x 8" DEEP BEHIND FRONT OF LAVATORY AND A TOE CLEARANCE OF TITLE 9" FROM THE FLOOR AND 17" DEEP FROM THE FRONT OF THE LAVATORY. 11. INSULATE HOT WATER PIPES, DRAIN PIPES AND INSTA-HOT WATER HEATER AT ALL LAVATORIES. Project Notes, METAL (LARGE SCALE) - - - - TERRAllO P-X PU MM FIXTURE TAG 12 FAU A CET CONTROL SHALL OR TWISTING. AE OPERABLE HAVE MAX.WITH E HAND AND SHA OPERATING NO REQUIRE GRASPING, Abbreviations, and - - REVISION CLOUD 0 1EMF'EFED rsLASS 13. LOCATE TOWEL DISPENSER OPERABLE PARTS WITHIN 40" OF FLOOR. ADA Guidelines 14. LOCATE TISSUE DISPENSERS ON THE WALL WITHIN 12" OF THE FRONT EDGE OF THE TOILET SEAT AND 19" ABOVE FINISH FLOOR PLYWOOD CARPET & PAD 15. ALL DIMENSIONS ARE AKEN FROM FINISHED FACE OF WALL 16. ALL WORK, SERVICE, AND SALES COUNTERS SHALL COMPLY WITH SECTIONS 902 AND 904 OF ICC/ANSI. SHEET 0 .10 __ STONE EXTERIOR INSULATION FINISH SYSTEM (EIFS) _ . . _ . . _ . . _ . . _ GENERAL NOTES GENERAL NOTES GENERAL NOTES CONSRTUCTION NOTES REFLECTED CEILIING NOTES POWER& COMMUNICATION NOTES MILLWORK NOTES FINISH NOTES r' ,,', r' 1. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL 35. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 53. THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE THE 1. FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN 1. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES AND 1. SEE ENGINEER'S DRAWING FOR ALL CIRCUITING AND RELATED 1. ALL ITEMS OF MILLWORK INDICATED ON THE DRAWINGS 1. SAMPLES OF ALL FINISHES SPECIFIED SHALL BE SUBMITTED I , ""' ; AND LOCAL MUNICIPAL BUILDING CODES, AS WELL AS MAINTAINING THE CLEANLINESS OF THE WORK AREA AND DRAWINGS AND SPECIFICATIONS REGARDING THE LOCATIONS THE FIELD BY THE ARCHITECT OR OWNERS FEPRESENTATiVE GENERAL INFORMATION. WORK. AND/OR SPECIFICATIONS SHALL BE PERFORMED BY SKILLED TO THE ARCHITECT FOR APPROVAL, IN TRIPLICATE, PRIOR TO ', ' AND EXTENT OF BLOCKING OR GROUND AS WELL AS ANY ANY AND ALL REGULATORY AGENCIES, INCLUDING, BUT THE AREAS INVOLVED N THE DELIVERY OF THEIR MATERIALS. S, PRIOR TO COMMENCEMENT OF AN WORK. MECHANICS USING THE BEST TECHNIQUES KNOWN TO THE COMMENCEMENT OF THE WORK CARPET, WALL COVERING, _. ,?a`° A .`'° ," NOT LIMITED TO, ANSI, OSHA, ETC. GENERAL NOTES STRUCTURAL STEEL OR METAL ANGLES AS MAY BE 2, IF APPLICABLE, CONTRACTOR SHALL INSTALL LOCALLY 2. IF APPLICABLE, THE CONTRACTOR SHALL INSTALL LOCALLY TRADE AND IN CONFORMANCE WITH ALL TRADE STANDARDS, AND WOOD FINISH SAMPLES TO BE A MIN. 12' X 12'. PAINT -"�� SHALL APPLY TO ALL DRAWINGS. 36. GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REQUIRED INSIDE WALLS FOR THE PURPOSES OF 2 THE GENERAL CONTRACTOR SHALL LAYOUT FARTiTIONS APPROVED FIXTURES AND DEVICES ONLY. APPROVED FIXTURES ONLY. SPECIFICALLY THE 'PREMIUM GRADE" QUALITY STANDARDS SAMPLES FOR GYPSUM BOARD SURFACES TO BE PROVIDED REMOVE FROM THE PREMISES ALL WASTE MATERIALS, SUPPORTING MILLWORK. THE GENERAL CONTRACTOR SHALL STARTING FROM CONDITIONS WHERE ALIGNMENT WITH AND THE GUIDEUNES FOR "HIGH PRESSURE LAMINATE" OF ON 12" X 12" PIECES OF GYPSUM BOARD. 2. THE TERMS 'CONSTRUCTION CONTRACTOR" "GENERAL RUBBISH, WRAPPINGS, AND SELVAGES AS GENERATED BY ENSURE THAT THE COSTS OF SUCH BLOCKING, GROUNDS, EXISTING CONSTRUCTIONS IS SHOWN. 3. SEE ENGINEER'S DRAWINGS FOR ALL LIGHT FIXTURE 3. ELECTRICAL CONTRACTOR SHALL DISCONNECT, CONNECT, THE ARCHITECTURAL WOODWORK INSTITUTE. CONTRACTOR, G.C., CONSTRUCTION MANAGER/ THE CONSTRUCTION, DEMOLITION AND/OR THE DELIVERY AND AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE CIRCUITING, EMERGENCY LIGHTING AND EXIT LIGHTING, SMOKE AND PROVIDE NECESSARY ELECTRIC RUNS IN ORDER TO 2 ALL WALLS SHALL BE PROPERLY �I ,- ," L/ INSTALLATION OF ANY PRODUCTS, MATERIALS, OR CARPENTRY OR ARCHITECTURAL METALS SUBCONTRACTORS' 3. ALL WOOD SPECIFIED AND/OR USED ON THIS PROJECT, DETECTORS, STROBE LIGHTING, ALARM SPEAKERS, SWITCHING CONFORM WITH NEW PLAN. MANAGEMENT' AND 'CONTRACTOR" SHALL BE 2. MILLWORK SUBCONTRACTOR TO SUBMIT (4) SETS OF SHOP PREPARED (SPACKLED, SANDED, ETC.) FOR PAINTING _,..,. I_ 1....,.:., ] '�Z I..,.,.- � ,,.",." UNDERSTOOD TO BE THE SAME UNLESS SPECIFICALLY EQUIPMENT WHICH IS PART OF THEIR CONTRACT OR SCOPE OF WORK. SHALL BE FIRE RESISTANT MATERIAL IN ACCORDANCE WITH AND RELATED WORK. LIGHT SWITCHES AND DIMMERS AS DRAWINGS PLUS (3) SAMPLES OF ALL WOW VENEERS TO AND/OR WALL COVERING AS PER FINISH PLAN AND VEILED OTHERWISE. SUPPLIED BY THE OWNER AND INSTALLED BY THE ALL APPLICABLE CODES. INDICATED ON THE ARCHITECT'S PLANS ARE FOR LOCATION 4, SWITCHES, DUPLEX OUTLETS, COVER PLATES AND FLOOR THE ARCHITECT'S OFFICE FOR REVIEW AND APPROVAL PRIOR MANUFACTURER'S SPECIFICATIONS e3FKr('TI K:K1IC 'r [ ' ' CONTRACTOR. 54. BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE ONLY. CONTRACTOR IS TO VERIFY ALL LIGHT FIXTURE MOUNTED OUTLETS SHALL BE INSTALLED BY COMPETENT 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL JOB SHALL HAVE ACCESS TO THE DEMISED PREMISES AT ALL 4. WHERE A PARTITION MEETS THE WINDOW MULLION, PROVIDE WATTAGE (MAX.) AND PROVIDE PROPER NUMBER OF MECHANICS IN A FIRST CLASS MANNER. TO FABRICATION OF ANY WORK. CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO 37. GENERAL CONTRACTOR IS RESPONSIBLE TO THOROUGHLY TIMES, AND TO THE FACTORY OR SHOP OF ANY OF THE A CONTINUOUS COMPRESSIBLE FiLLER STRIP.A SWITCHES AT THAT LOCATION TO THE CIRCUITING OF THOSE 3. ALL PAINTS SHALL BE APPLIED S ACCORDANCE WITH CONSTRUCTION, AND AS ANTICIPATED OR INFERRED VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL SUBCONTRACTORS. SOUNDPROOFING FILER PANEL SHALL BE USED INSIDE THE 5. EXCEPT AS NOTED, ALL ELECTRICAL AND VOICE/DATA WALL 3 MILLWORK SUBCONTRACTOR I RESPONSIBLE FOR MANUFACTURER'S SPECIFICATIONS FOR THE PARTICULAR ITEMS. COORDINATING AND SCHEDULING THEIR WORK WITH THE SURFACE P.O.BOX 1254 JAMESPORT,NY LI947 PRIOR TO PRICING OR BIDDING. FLOORING, MILLWORK, ETC, AND UNCOVER AND VACUUM OUT METAL CONVECTOR ENCLOSURE TO PREVENT SOUND OUTLETS ARE TO BE MOUNTED AT 15' A.F.F. TO THE GENERAL CONTRACTOR. PxorlE 63I 779-2832 FAX 63I 779-2833 ALL CONVECTOR UNITS AFTER THE INSTALLATION IS 55. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE TRANSMISSION. 4. SEE ENGINEER'S DRAWINGS FOR ALL CEILING DIFFUSERS, BOTTOM OF THE OUTLETS. REFER TO ELECTRICAL PLAN FOR 4. STROMSKI architecture, p.c., HEREINAFTER REFERRED TO COMPLETED, AND MAINTAIN CONDITION THROUGH THE REMOVED UPQN DEMAND AND WORK SHALL BE DUCTWORK LAYOUTS, TRANSFER DUCTS, FUSIBLE LINKS, ADDITIONAL INFORMATION. 4. ALL SURFACES WHICH ARE TO BE PAINTED SHALL RECEIVE TENANT'S MOVE IN. THE ENTIRE POST-CONSTRUCTION SITE RECONSTRUCTED AS APPROVED BY THE ARCHITECT OR THE 5. ALL METAL TRIMS ON GYPSUM BOARD PAR1TIONS SHALL BE 4. MILLWORK SUBCONTRACTOR SHOULD INSPECT THE (1) COAT OF PRIMER AND (2) COATS OF FINISH PAINT. (3) AS 'ARCHITECT", SHALL BE NOTIFIED OF ANY � RETURN AIR GRILLS AND DAMPERS, ETC. ARCHITECT'S ALIGNMENT OF ALL GYPSUM BOARD CONSTRUCTION AND COATS TOTAL NOTE THAT BOTH CONTRACTOR AND ITS DISCREPANCIES OR OMISSIONS WHICH WOULD IS TO BE DUST FREE AND ALL STAINS REMOVED FROM ANY OWNER AT THE CONTRACTORS SOLE EXPENSE TYPE #200 SERIES AS MANUFACTURED BY US. GYPSUM OR DRAWINGS INDICATE DIFFUSERS FOR LOCATION ONLY. WHERE 6. IF OUTLET DIMENSION CALLS FOR MORE THAN 24 A.F.F. SHOULD NOTIFY THE ARCHITECT OF ANY CONDITION THAT PAINTING SUBCONTRACTOR TO INCLUDE IN SCOPE OF WORK INTERFERE WITH THE SATISFACTORY COMPLETION OF FLOORING, WAU.S AND/OR COUNGS. EQUIVALENT. DISCREPANCIES OCCUR BETWEEN ENGINEERING AND OUTLETS (WITH EXCEPTION OF WALL TELEPHONE OUTLETS) WOULD PREVENT THEM FROM COMPLETING THEIR WORK. PAINT TOUCH UP DUE TO ANY DAMAGE DONE DURING THE WORK, PRIOR TO THE START OF ANY AND ALL 56. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING ARCHITECTURAL DRAWINGS REGARDING LOCATIONS, SHALL BE MOUNTED HORIZONTALLY. WORK, 38. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT, AS WIT THE BUILDING MANAGEMENT THE USED OF ELEVATORS B. ALL GYPSUM BOARD PARTITIONS SHALL BE PROPERLY ENGINEERING DRAWINGS SHALL GOVERN. 5. ALL MILLWORK SHALL HAVE A FINE, SMOOTH FINISH, FREE SUBCONTCONSTRURACTOR BUT W41CHTION AS CAUSED BY NO MIGHTFAULT OF THE HAVE BEEN CAUSENING D BY REQUIRED, ALL TENANT OCCUPIED AREAS WHERE FINISH OR OTHER HOISTING FACILITIES FOR HANDLING MATERIALS. 7. CENTERUNE-TO-CENTERLINE DIMENSIONS OF ANY OUTLET FROM MACHINE OR TOOL MARKS, ABRASIONS OR RAISED OTHER TRADES, INCLUDING BUT NOT LIMITED TO 5. THE CONTRACTOR SHALL HAVE HAD EXPERIENCE ON WORK OR GENERAL CONSTRUCTION IS TO BE PERFORMED. 7. GYPSUM BOARD AT TOILETS, AROUND PANTRY SINK AND 5. HVAC SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP PAIR SHALL NOT EXCEED 6'. GRAIN ON EXPOSED SURFACES. JOINTS SHALL BE TIGHT AND AT LAST THREE PROJECTS INVOLVING QUALITIES AND GENERAL CONTRACTOR TO INSTALL ADEQUATE PROTECTION 57. A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS OTHER WET AREAS TO BE WATER-RESISTANT TYPE, EITHER CONSTRUCTION TRADES, VOICE/DATA AND SECURITY DRAWNG INDICATING ALL DIFFUSER LOCATIONS AND SO FORMED AS TO CONCEAL SHRINKAGE MITERS OR MORE COMPLEXITIES AT LEAST EQUAL TO THOSE REQUIRED OF BUILDING PAPER, MASONlTE, OR OTHER APPROVED SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY THE THICK WATER RESISTANT GREEN BOARD OR APPROVED CONTRACTOR AND INCLUDING FURNITURE INSTALLERS AND DUCTWORK LAYOUTS TO ARCHITECTS OFFICE FOR REVIEW 8. ALL BACK-TO-BACK OUTLETS IN ADJOINING ROOMS TO BE FROM HEEL_ TO POINT MALL BE GLUED 4 AND FEATHEREI), MOVERS. CONTRACTOR AND PAINTING SUBCONiT2AC1O2 lO UNDER ALL DIVISIONS DETAILED IN THESE DRAWINGS. MATERIAL ON ALL FINISHED SURFACES AS DIRECTED BY THE ARCHITECT AND AUTHORITIES HAVING JURISDICTION OVER EQUAL AND APPROVAL PRIOR TO FABRICATION OF ANY WORK. STAGGERED. ARCHITECT PRIOR TO THE OWNER'S MOVING DATE, AND THE PROJECT. LOCKED, SPUN A AND DOWELED. TENONS AND DOWELS INCLUDE PAINT TOUCH UP CLUSI THEIR SCOPE OF WORK 6. ALL CONSTRUCTION LABORERS PERFORMING UNDER SHALL REMOVE SAME FOLLOWING COMPLETION OF THE MOVE. B. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAPING 6. SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP 9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHALL T OF HARDWOOD AND SPACED NOT LESS THAN 3" WITHOUT EXCEPTION OR EXCLUSION FROM BIDS. THIS WORK SHALL BE SKILLED WORKERS WITHIN THEIR 58. ALL REQUISITIONS FOR PAYMENT FROM THE CONTRACTOR AND SPACKLING [(3) COATS MINIMUM] ON ALL GYPSUM DRAWING TO ARCHITECTS OFFICE FOR REVIEW AND WORK NECESSARY TO COMPLETE CORE DRILLING AND ON CRITTER. TINTS SHALL BE MADE WITH RESPECTIVE TRADES. 39. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TO THE OWNER SHALL BE SUBMITTED TO THE ARCHITECT BOARD, AS WNELL AS PATCHING AND REPAIRING ALL WALLS, APPROVAL OF ALL SPRINKLER HAD LOCATIONS PRIOR TO ELECTRICAL HOOKUP, PATCHING, ETC., INCLUDING ALL WORK WATER-RESISTANT GLUE OR HOT GLUED UNDER PRESSURE 5. ALL WALLS, GYPSUM BOARD CEILINGS,A L AND SOFFITS TO BE COSTS INCURRED FOR DAMAGES CAUSED BY THEIR FOR PRIOR APPROVAL CEILINGS, AND COLUMNS TO REMAIN AS EXISTING. FABRICATION OF ANY WORK. IN LANDLORD'S OR OTHER TENANT'S SPACE, ALL CORE SH DIN AS WORK SHALL A FULLY ASSEMBLED IN THE PAINTED PAINT BE PAINTED WITH A LATEX BASE EGGSHELL 7. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SUBCONTRACTORS. SHOP IN AS LARGE A UNIT AS PRACTICAL, THEN DELIVERED FINISH PAINT UNLESS ES, AND NOTED. ALL DOORS, DOOR SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED 59. SUBSTITUTIONS FOR MATERIALS, METHOD AND/OR SEQUENCE 9. G.C. AND ALL SUBCONTRACTORS TO PROVIDE ACCESS APPROVE SHALL BE ACCOMPLISHED DURING STATED BUILDING AND INSTALLED. FRAMES, PAINT FRAMES, AND CONVECTOR ENCLOSURES / � 7. GENERAL CONTRACTOR SHALL PROVIDE A COMPOSITE APPROVED WORKING HOURS. CONTRACTOR SHALL VERIFY SHALL BE PAINTED WITH AN ALKYD BASE SEMIGLOSS FINISH FULLY UNDERSTOOD IN ALL RESPECTS BY THE 40. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF OF CONSTRUCTION SHALL BE REVIEWED WITH THE DOORS FOR ALL PLUMBING, ELECTRICAL, HVAC, ETC. AS CEILING PLAN AND NECESSARY SHOP DRAWINGS AND CONFORM TO THOSE HOURS WHEN WORK IS REQUIRED. 6. SCREW AND GLUE ALL JOINTS AND CONNECTIONS. NO PAINT UNLESS OTHERWISE NOTED. GENERAL CONTRACTOR, AND THEY WILL BE THE LOCAL ZONING CODES, NATIONAL ELECTRIC CODE, ARCHITECT,TENANT AND OWNER PRIOR TO AWARDING OF REQUIRED TO ACCESS EQUIPMENT OR CONTROLS. LOCATIONS COORDINATING ALL TRADES, SHOWING THE LOCATION OF NAILING PERMITTED. RESPONSIBLE FOR ANY MISINTERPRETATIONS OR N.F.P.A. RECOMMENDATIONS, OSHA, A.D.A. AND ALL OTHER THE CONTRACT AND ALL SUCH SUBSTITUTIONS MUST TO BE APPROVED BY THE ARCHITECT. SUSPENSION MEMBERS, LIGHT FIXTURES, EMERGENCY AND 10. SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED CONSEQUENCES THEREOF FOR ALL WORK ON ALL APPLICABLE CODES; RULES AND REGULATIONS ALL IN THEIR RECEIVE WRITTEN APPROVAL FROM THE ARCHITECT/OWNER fi. ALL DOORS AND FRAMES TO BE PAINTED THE SAME COLOR a EXIT LIGHTING, HVAC DUCTS, DRAPERY POCKETS, FIRE VOICE/DATA OR ELECTRICAL OUTLETS FOR ANY REASON, 7. WOODWORK CONTRACTOR SHALL USE ONLY FIRE-RETARDANT AND TYPE OF PAINT ON BOTH SIDES, UNLESS OTHERWISE H DRAWINGS. LATEST EDITION OF ALL AUTHORITIES HAVING JURISDICTION AND/OR TENANT. 10. ALL DOORS TO BE UNDERCUT TO 4G" DAMPERS, ACCESS DOORS, SPRINKLERS AND PIPES, FASCIAS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT'S FIELD WOOD U.O.N. NOTED. OVER WORK OF THIS TYPE, INCLUDING THE RULES AND A.F.F. UNLESS OTHERWISE NOTED. SOFFITS AND ALL OTHER ITEMS PENETRATING OR ATTACHED REPRESENTATIVE FOR APPROVAL OF ALTERNATE LOCATION 8. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE REGULATIONS OF THE BUILDING MANAGEMENT. 60. THE ARCHITECT AND THE OWNER RESERVE THE RIGHT TO TO THE CEILING. PRIOR TO THE START OF ANY WORK. 8. ALL HIGH-PRESSURE PLASTIC LAMINATE WORK SHALL BE 7. ALL WALLS, CEILINGS, SOFFITS AND SURFACES WHICH HAVE THEMSELVES WITH THE GENERAL NOTES AND - LET OTHER CONTRACTORS WORK ON THE PROJECT. THE 11. ALL DOORS SHALL HAVE DOOR STOPS SOLID, IN ONE PIECE AND WITHOUT SPLICE JOINTS EXCEPT BEEN PAINTED WITH AN EGGSHELL FINISH AND MUST BE I SPECIFICATIONS DRAWING AND DETERMINE WHICH 41. SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND BUMPERS OR SILENCERS. DOOR STOPS TO BE FLOOR B. ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE FIELD 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE WHERE PROHIBITED BY THE MAXIMUM AVAILABLE SiZE OF TOUCHED UP AS A PUNCH LIST ITEM SHALL BE REPAINTED NOTES APPLY DIRECTLY TO THEIR RESPONSIBILITY. OWNER'S REVIEW PRIOR TO AWARDING OF CONTRACT. THE COORDINATION OF SUCH WORK AND ESTABLISHING MOUNTED TYPE, UNLESS OTHERWISE NOTED. PRIOR TO INSTALLATIONS, AND THEIR LOCATIONS TO BE INSTALLATION AND HOOKUP OF ALL ELECTRIFIED RACEWAYS THE MANUFACTURED PLASTIC LAMINATE MATERIALS) AND ENTIRELY BETWEEN THE (2) CLOSEST BREAK POINTS. EACH SUB-TRADE WALL BE RESPONSIBLE FOR GENERAL CONTRACTOR MUST SUBMIT A LIST OF THEIR SCHEDULES FOR ALL TRADES; THEY SHALL AFFORD OTHER APPROVED BY THE ARCHITECT. THROUGH THE SYSTEMS FURNITURE AS SPECIFIED. IT WILL SHALL BE BONDED TO THE CORE STOCK USING THE 'HOT Proposed Site Plan Igor. REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING PROPOSED SUBCONTRACTORS WITH THE SUBMISSION O F CONTRACTORS REASONABLE OPPORTUNITY FOR THE 12. ALL LOCK SETS SHALL BE MASTER KEYED AS REQUIRED BY THEIR WORK AS APPLICABLE. ALL WORK INDICATED OR THIS BID AS WELL AS EVIDENCE THAT THOSE INTRODUCTION AND STORAGE OF THEIR MATERIALS AND THE THE BUILDING MANAGEMENT. SEE DOOR 9. SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS BE THE GENERAL CONTRACTORS RESPONS3BIUTY TO PLATE' PRESS METHOD. ALL EDGES AND EXPOSED CORNERS 8. FLOORS MUST BE FREE OF DUST OIL AND ALL FOREIGN I INFERRED ON THE DRAWINGS WILL BE ACCOUNTED AND SUBCONTRACTORS REQUEST TO BE AFFORDED THE �{ FAMILIARIZE THEMSELVES WITH THE SYSTEMS FURNITURE TO BE FINELY JOINED; UNSIGHTLY JOINTS, NICKS, MATTER. BUILDING MUST BE PREHEATED TO A MINIMUM OF 9 EXECUTION OF THEIR WORK. SCHEDULE kRDWARE SCHEDULE FOR INFORMATION. MAINTAIN CEILING HEIGHT THROUGHOUT NOTIFY ARCHITECT T INCLUDED IN ALL CONTRACTORS' COSTS. OPPORTUNITY TO BID HAVE HAD THAT OPPORTUNITY AND SPECIFIED AND ALL ELECTRICAL WORK RELATED TO THAT SCRATCHES, CHOPS, DEFECTS, WAVY OR UNEVEN fi5 DEER ES 24 HOURS PRIOR TO INSTALLATION OF FLOOR OF ANY COMPLICATIONS WITH HEIGHT. 9. G.C. SHALL BE RESPONSIBLE TO PICK UP THE HAVE RESPONDED. 61 TTHHEIR OWN SECURITY CONTRACTOR ATEMPORARLL BE RYONSIBLE FOR ALL OF H AT. WATER, 13 INDICATED, (2) SHELVES AND CHROME HANG OD N ALL 10. NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM,AL CONTRACMR SHALL SUPPLY AND INSTALI, WHERE SYSTa, LAMINATION WILL F REJECTED. IF JOINTS ARE REQUIRED COVERING. CRACKS B IL MORE, HOLES, AND OTHER eco DUE TO LENGTH OF UNIT JOINTS 1D BE CENTERED UNEVENNESS MUST BE FILLED WITH A LATEX BASE FLOOR � nlc BUILDING PERMIT AT THE BUILDING DEPARTMENT 42. ALL WORK, AS OTHER IMPUED OR REASONABLY INFERABLE ELECTRICAL POWER, LIGHTING, AND HOISTING. IF NEEDED COAT CLOSETS. HANG RODS SHALL BE 5'-2" ABOVE UNLESS OTHERWISE NOTED, 12. DO NOT INSTALL VOICE/DATA AND ELECTRICAL FLOOR SYMMETRICALLY OVER THE LENGTH OF THE UNIT. FILLER; HIGH SPOTS MUST BE LEVELED. FLOOR MUST BE OFFICES AND PAY ALL OUTSTANDING FEES, UNLESS FROM THE CONTRACT DOCUMENTS, DRAWINGS AND COORDINATE THESE SERVICES WITH THE BUILDING FINISHED FLOOR AND 12" OUT FROM WALL; SHELVES SHALL OUTLET COVER PLATES UNTIL CARPET 15 INSTALLED. SWEPT CLEAN, WET MOPPED WITH WARM WATER AND SWEPT OTHERWISE NOTED. SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE MANAGEMENT BE 18" DEEP, 12' APART 3' ABOVE ROD. PROVIDE CENTER 11. G.C. SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY 9. ALL SURFACES TO BE LAMINATED (PLASTIC LAMINATE OR AGAIN. IF SWEEPING LEAVES A RESIDUE, FLOORS SHALL BE " Water �- } Sports ALL DRAWINGS AND SPECIFICATIONS ARE OF LIGHTING FIXTURES WITH THE SPECIFIED CEILING SYSTEM. 13 NO FLOOR OR WALL POWER OUTLETS SHALL BE CONNECTED VENEERED) SHALL BE WITH THE SAME TYPE OF MATERIAL VACUUMED' { � lreJU 10. G.C. SHALL PROVIDE ALL THE DRAWINGS, COMPLETED DIRECTED TO THE ATTENTION OF THE CONTRACTOR AND THE SUPPORT BRACKETS MEN SHELVING IS S-6" OR LONGER, TO LIGHTING CIRCUITS. a 62. ALL CONTRACTORS SHALL SUBMIT ALL SHOP DRAWINGS FOR ON BOTH SIDES (BACKING) WHETHER VISIBLE OR NOT. J UNLESS OTHERWISE NOTED. PAPERWORK AND CERTIFICATES OF INSPECTION AND INCLUSION OF ANY WORK BY MENTION, NOTE. DETAIL, APPROVAL TO THE ARCHITECT PRIOR TO COMMENCEMENT OF 12. ALL FLUORESCENT FIXTURES SHALL HAVE WARM WHITE PANEL AND PLYWOOD BACKS NOT EXPOSED TO MEW SHALL 9. ALL VINYL OR RUBBER BASE TO BE CONTINUOUS ROLL TYPE 14. PROVIDE TAMPERPROOF CIRCUIT BREAKER CAMPS ON ALL WITH SEAMING TO OCCUR ONLY ON INSIDE CORNERS OR AT I SHALL PERFORM ALL THE CONTROLLED INSPECTIONS ITEMIZATION OR IMPLICATION, HOWEVER BRIEF, MEANS THAT WORK. SHOP DRAWING SUBMITTALS SIHALL BE IN TME FORM LAMPS, UNLESS OTIHERWISE VEILED. (SEE LIGHTING BE VENEERED WITH THE SAME SPECIES AND THICKNESS OF , AS REQUIRED FOR BUILDING DEPARTMENT SIGN OFF. THE CONTRACTOR SHALL PROVIDE AND INSTALL SAME ALL 14. ALL CLOSET SHELVES SHALL BE BIRCH VENEER YI1H CLEAR DEDICATED CIRCUIT BREAKERS LEAST 12' FROM WRAPPED OUTSIDE CORNER. OF(4) BLACK AND WHITE PRINTS OF EACH DRAWING. LACQUER FINISH HARDWOOD EDGE, UNLESS OTHERWISE SCHEDULE). VENEER USED FOR THE FACES, FOR BALANCED WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES APPROVAL OF SHOP DRAWING SHALL INDICATE ONLY THAT CONSTRUCTION. HOWEVER, THE VENEERED SURFACES NOT I 11. UPON COMPLETION OF THE JOB, THE GENERAL AND APPARATUS NORMALLY DEEMED TO BE A PART OFA NOTED, 15. GENERAL CONTRACTOR SHALL REVISE AND UPDATE LABELS 10. GENERAL CONTRACTOR TO PROVDE AND INSTALL ALL METAL 11 I SUCH DRAWINGS GENERALLY EXPRESS THE INTENT OF THE 13. ALL SWITCHIES/DIMMERS iO BE MOUNTED AT 3'-2" A.F.F. TO FOR ALL CIRCUIT BREAKERS AT ALL ELECTRICAL CLOSETS IN EXPOSED TO MEW NEED NOT BE MATCHED. ANGLES AND/OR MARBLE REDUCING SADDLES PER DETAILS, CONTRACTOR SHALL SUBMIT CERTIFICATES ON COMPLETED PACKAGE WITHIN THE DEFINITIONS OF NORMAL CONTRACT DOCUMENTS AND SHALL NEITHER BE CONSTRUED 15. CONTRACTOR SHALL FURNISH AND INSTALL FIRE RETARDANT CENTER LINE OF SWITCH/DIMMER. MULTIPLE SWITCHES THE PROJECT. / INSPECTION AND A CERTIFICATE OF SUBSTANTIAL INDUSTRY STANDARDS. AS A COMPLETE CHECK NOR RELIEVE THE CONTRACTOR OF 10. MILLWORK CABINETRY WHERE THE DOORS HAVING PLASTIC IN ADDITION TO ANY FLOOR LEVELING AS MAY BE REQUIRED BLOCKING IN CEILINGS OR PARTITIONS AS REQUIRED, WHERE AND/OR DIMMERS TO BE GANGED AND PROVIDED WITH FOR SMOOTH TRANSITION AT ALL STONE OR TILE COMPLETION T DR DOCUMENT G-TOWN INCLUDING CONTRCTORRESPONSIBILITY FOR SUBMIT AND DIMENSIONS. ALL WALL MOUNTED EQUIPMENT OR CABINETRY IS INDICATED. SINGLE GANG PLATE. APPROPRIATE LAMPS AS REQUIRED OR 16. VOICE/DATA FLOOR AND WALL OUTLET BOXES SHALL BE THELAM SAE FACES SHALL ALSO HAVE BACKS AND EDGES OF �pgRING/MATEIRIAL TRANSTION POINTS. ALL AS-BUILT DRAWINGS. 43. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY CONTRACTORS SHALL SUBMIT CU15, SAMPLES AND FINISHES BLOCKING TO BE SIZED ACCORDINGLY TO THE WEIGHT. SPECIFIED. CAPABLE OF FULLY HOUSING THE VOICE/DATA COMPANYS THE SAME PLASTIC LAMINATE AS THE FACE DRAWERS PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW All FOR WRITTEN APPROVAL PRIOR TO ORDERING OR � HAVING PLASTIC LAMINATE FACES SHALL HAVE BIRCH 12 THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FABRICATION. PRENRED AMPHENOL CONNECTORS, BOTH FOR SINGLE UNE VEND SOLID CORE INTERIOR CONSTRUCTION (BOTTOM AND 11. WHERE STONE, MARBLE, LIMESTONE AND HARD SURFACES ALL PROPOSALS FOR ADDITIONAL WORK TO THE FENCES, BARRICADES, ETC., AS MAY BE NEEDED TO 16. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE 14. GENERAL CONTRACTOR TO PROVIDE INITIAL RAMPING OF ALL EXTENSIONS AND FOR CALL DIRECTORS. FLOORING IS SPECIFIED, G.C. SHALL BE RESPONS€BLE FOR ARCHITECTS OFFICE FOR REVIEW AND APPROVAL NO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED 63. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED LIGHT FIXTURES, USE MANUFACTURER'S SPECIFIED LAMPS. SIDES) MI1N CLEAR LACQUETt FINISH. DRAWER FRONT AND PROVIDING/APPLYING SEALANT AS SPECIFIED OR AS BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. FOR THE INSTALLATION OF WINDOW BUNDS, DRAPERIES, 17. WHERE EXPOSED CONDUIT OR SURFACE-MOUNTED WIREMOLD SIDES TO BE GROOVED TO RECEIVE (3) PLY BOTTOM PIECE WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION THE DRAWINGS AND SPECIFICATIONS AS THE WORK CURTAINS, MILLWORK AND ANY HANGING OBJECTS AS RECOMMENDED BY SUPPLIER, FOR A CLEAN, LASTING a TO PROCEED IS RETURNED TO THE GENERAL THEY SHALL REPAIR, AT THEIR OWN COST, ANY DAMAGES PROGRESSES. BULLETINS, CHANGE ORDERS, DRAWINGS, 15. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT HAS BEEN SPECIFIED, THE CONDUIT SHALL BE RUN SURFACE CONTRACTOR. TO THE PREMISES OR ADJACENT WORK CAUSED BY THEIR SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH CHANGES REQUIRED. SHALLOW DEPTH FIXTURES AS FIELD CONDITIONS IN CORNERS OR ON SIDE OF COLUMNS IN A NEAT AND 11. MILLWORK SUBCONTRACTOR SHALL COORDINATE WITH THE OPERATION. GENERAL CONTRACTOR BLOCKING THE LOCATION AND INSTALLATION Will 8E ISSUED TO THE CONTRACTOR WHOSE 17. WHERE METAL AND GLASS PARTITION IS SPECIFIED, E.C. NECES51TAl1E, WITH THE ARCHITECT'S APPROVAL, AT NO ORDERLY WAY USING 90 DEGREE CORNERS RUNNING OF ALL GROUNDS AND BLOCKING INSIDE THE WALL 12. POOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT 13. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE ADDITIONAL COST. PARALLEL TO WALLS, COLUMNS, BEAMS AND OTHER OF THE SPACE ONTO WHICH THE CLOSET OPENS UNLESS SHALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF CONDUITS TO ABOVE HIGHEST POINT OF BASEBOARD CONSTRUCTION RELATED TO CABINETWORK. OTHERWISE NOTED. 46774 County Road 48 TO ALLOW OTHER CONTRACTORS TO PERFORM WORK 44. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE IMMEDIATELY AND TO NOTIFY THE FIELD OFFICE AND ALL FLOOR SLAB AS MAY BE REQUIRED FOR A PLUMB, LEVEL IN CONNECTION WITH THE PROJECT. THE GENERAL PROJECT THROUGH INSPECTION OF THE SIT, DRAWINGS, SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS 16. GENERAL CONTRACTOR TO THOROUGHLY CLEAN ALL CONVECTOR, AT WHICH POINT CONDUIT IS TO RUN CONTRACTOR SHALL BE RESPONSIBLE FOR AND SPECIFICATIONS, SO AS TO THOROUGHLY UNDERSTAND MAY BE NECESSARY TO AVOID ERRORS IN THE WORK WHICH INSTALLATION. HVAC COUNG DIFFUSERS AND RETURN AIR GIVES. HORIZONTALLY TO ACTUAL LOCATION OF OUTLET AS 12. WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS, LAMPS Southold, New York COORDINATION OF WORK AND ESTABLISHING THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS DIMENSIONED ON PUN. AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL 13. C AREAS WITH EXPOSED OPEN CEILINGS, GENERAL SCHEDULES FOR ALL TRADES, THEY SHALL AFFORD SHALL BE REPORTED TO THE ARCHITECT PRIOR TO MAY OCCUR DUE TO THE USE OF SUPERSEDED DRAWINGS. CONTRACTOR AND THEIR SUBCONTRACTORS ARE TO PAINT 18. AT ALL LOCATIONS WHERE NEW ELECTR€CAL AND CONTRACTOR. CUTOUTS FOR svITOEIES, OUTLETS, AND ANY AND ALL EXPOSED SPRINKLER PIPES, CEILING SLABS, S.C.T.M.#I000-55-5-9.I WORK AFFECTED BY CHANGES PROPOSED IN ANY REVISED 17. G.C. TO PROVIDE APPROPRIATE SIZED CUTOUT ABOVE OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY VOICE/DATA OUTLETS OR ANY OTHER TYPE OF DEVICE IS TO CEILING WHERE PARTITION WALLS EXTEND TO SLAB ABOVE, 18. G.C. SHALL COORDINATE WITH THE ELECTRICAL AND WIRING DEVICES TO BE INSTALLED IN CABINETRY IN THE DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE FIELD ARE BY THE WOODWORK CONTRACTOR AND ARE TO BEAMS, AND IF NEEDED, PATCH CEILING SLAB SMOOTH TO THE INTRODUCTION AND STORAGE OF THEIR MATERIALS OF THE CONTRACTOR TO INSURE THAT DISCREPANCIES OR CONTRACTOR SHALL NOT BE EXECUTED UNLESS CHANGES INSTALLED AT EITHER CORE WALL, COLUMNS AND/OR AS REQUIRED FOR CIRCULATION OF RETURN AiR TO HVAC MILLWORK CONTRACTORS TO PROVIDE CUTOUTS IN HELD, AS RECEIVE NEW FINISHES. REFER TO FINISH PLAN FOR OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED PERIMETER WALLS, THE GENERAL CONTRACTOR AND THEIR SYSTEM. FURNISH AND INSTALL FIRE DAMPERS AS REQUIRED REQUIRED, FOR EXTENSION OF ELECTRIC OUTLETS, CABLES, BE COORDINATED BY THE GENERAL CONTRACTOR. REVISIONS AND EQUIPMENT AND THE EXECUTION THE THEIR ARE ACCOMPANIED BY LElLEER OF AUTHORIZATION TO ADDITIONAL INFORMATION AND SPECIFICATIONS. WORK. FROM THE ARCHITECT PRIOR TO WORK BEING DONE ANY PROCEED ACCORDINGLY. IN CASES WHERE INSTRUCTIONS DRYWALL SUBCONTRACTOR ARE TO INCLUDE FURRING OUT TO MAINTAIN THE INTEGRITY OF RATED WALLS. ETC. INTO CABINETWORK AS SPECIFIED. 13. MILLWORK SUBCONTRACTOR SHALL PROVIDE ALL HARDWARE WORK THAT PROCEEDS OTHERWISE SHALL BE, IF ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR THOSE CORE WALLS AND COLUMNS AS NEEDED USING REQUIRED FOR FINISHED INSTALLATION OF CABINETS, 14• PAINTING OF ANY SURFACES NOT SPECIFICALLY MENTIONED 4-I2-2023 REVISED AS PER 14. CONTRACTOR SHALL SCHEDULE ALL WORK TO INCORRECTLY PERFORMED, REPLACED OR REPAIRED WITH SPECIFICATIONS REQUEST ESTIMATES OF COST INVOLVED, 2-2 1/2' METAL STUDS SLAB TO SLAB WiTH 9 GYPSUM 18. GENERAL CONTRACTOR SHALL REMOVE CEILING TILES) AS 19• THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND TO BE PAINTED HEREIN OR ON DRAWINGS, BUT FOR WHICH I CONFORM TO THE GENERAL CONSTRUCTION SCHEDULE THE COST FOR SAME BEING BORNE BY THE CONTRACTOR. BOARD TO fi" ABOVE FINISHED CEILING IN ORDER TO REQUIRED BY THE VOICE, DATA, A/V, SECURITY AND SIGNAL COORDINATE EIECTRiGAL REQUIREMENTS FOR ALL HVAC PAINTING IS OBVIOUSLY NECESSARY TO COMPLETE TIHE ARC COMMENTS SUCH ESTIMATES SHALL BE PREPARIED AND SUBMITTED 14. FIELD VERIFY LOCATION OF ALL HQ_ES THROUGH ALL NEW AND SHALL COOPERATE WITH OTHER CONTRACTORS IN THEY SHALL VERIFY ALL DIMENSIONS FOR COORDINATION. PROMPTLY IN ORDER NOT TO UNDULY EFFECT THE ACCOMMODATE ANY AND ALL CONDUITS AND BACK BOXES. CABLE VENDOR OR OTHER TRADES AUTHORIZED FOR EQUIPMENT, EXHAUST FANS, WATER HEATERS, AND SPECIAL COUNTERTOPS AND MILLWORK, PROVIDE A GROMMET INSERT PROJECT OR WORK WHICH COMES WITHIN THE INTENT OF - - " THE REQUIRED SEQUENTIAL INSTALLATION SCHEDULE PROGRESS OF THE WORK, G.C. TO COORDINATE WITH ALL OTHER TRADES. INSTALLATION BY THE ARCHITECT. ALL CEILING TIRES MUST EQUIPMENT, ETC. THESE SPECIFICATIONS, SHALL BE INCLUDED AS THROUGH O PLANNING COMMENTS AS APPROVED BY THE ARCHITECT 45. BEFORE COMMENCING WITH ANY WORK, THE CONTRACTOR AT EACH LOCATION WHERE ELECTRICAL, VOICE/DATA 5-42,02 REVISED AS PER SHALL FILE WITH THE OWNER AND/OR BUILDING BE REPLACED WHEN WORK IS COMPLETED. 20. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE CUTI-� OCCUR, SEE DETAILS FOR SIZES, LOCATIONS AND SPECIFIED, AND INCLUDED IN SCOPE OF WORK OF / 64. ALL EXTRA WORK MUST BE WRITTEN UP BY THE GENERAL INSTALLATION OF THE VOICE ATA COMMUNICATIONS SYSTEM FINISHES OF GROMMET. CONTRACTOR WITHOUT EXCEPTIONS. O PLANNING COMMENTS 15. DRAWINGS ARE NOT TO BE SCARED; DIMENSIONS MANAGEMENT CURRENT INSURANCE CERTIFICATES IN THE CONTRACTOR IN THE FORM OF A CHANGE ORDER. INDICATED 19. ALL THERMOSTATS, IO BE INSTALLED AT GOVERN. LARGE SCALE DETAILS TAKE PRECEDENCE AMOUNTS REQUESTED BY THE OWNER AND/OR BUILDING ON IT MUST BE A FIRM PRICE FOR THE WORK. ALL CHANGE 54" A.F.F. IN LOCATIONS APPROVED BY THE ARCHITECT, SHALL BE IN ACCORDANCE WITH THE BUILDING MANAGEMENT 15. PROVIDE OWNER/TENANT WITH MINIMUM 2% OF QUANTITY OF / 15. MILLWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL FINISH MATERIAL FOR ATTIC STOCK 4 OVER SMALL SCALED DETAILS. MANAGEMENT FOR WORKER'S COMPREHENSIVE GENERAL ORDERS MUST BE SUBMITTED TO THE CLIENT FOR APPROVAL UNLESS OTHERWISE NOTED. AND TELEPHONE COMPANYS RECOMMENDATIONS AND COUNTERS TO BE LOCATED OVER FILES, AND PROVIDE A PLANNING COMMENTS LIABILITY. BODILY INJURY AND PROPERTY DAMAGE THE PRIOR TO THE COMMENCEMENT OF WORK. REQUIREMENTS INCLUDING THE INSTALLATION OF REQUIRED STABLE TEMPORARY SUPPORT UNTIL FILES ARE DELIVERED - 3 KLVISED AS PER - 16. All WORK IS TO CONFORM TO ARCHITECT'S OWNER AND/OR BUILDING MANAGEMENT SHALL BE NAMED 20. SEE ENGINEER'S DRAWINGS FOR THE LOCATION OF ALL CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM FOR INSTALLATION. CONTRACTOR TO PROVIDE FILLER STRIPS 16. CONTRACTOR TO PROTECT IDENTIFYING LABELS AND TAGS 5 DRAWINGS AND SPECIFICATIONS AND SHALL BE NEW 65. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM, AS TO THE TENANT'S SPACE SUCH AS UL UNDERWRITERS LABELS ON DOORS AND PLANNING COMMENTS 'ADDITIONAL INSURED" ON ALL CERTIFICATES OF INSURANCE, SPRINKLER HEADS AND RELATED WORK. ARCHITECTURAL AS REQUIRED BETWEEN FILE CABINETS AND COUNTERTOPS, AND BEST QUALITY OF THE KINDS SPECIFIED. INCLUDING THE ARCHITECT. ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS DRAWINGS INDICATE SPRINKLER HEADS FOR LOCATION ONLY. AND BETWEEN CABINETS AND SURROUNDING WALLS AND CRANES FROM BEING PAINTED OVER. - INSTALLED BY THEM FOR A PERIOD OF NOT LESS THAN ONE WHERE DISCREPANCIES OCCUR BETWEEN ARCHITECTURAL 21. GENERAL CONTRACTOR TO PROVIDE 4' X 8' X )4" (FIRE CEILINGS. O SET 17. NO MATERIAL SUBSTITUTIONS SHALL BE MADE THE 46. THE CONTRACTOR AND ALL THOR SUBCONTRACTORS SHALL (1) YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY AND ENGINEERING DRAWINGS REGARDING LOCATIONS, RETARDANT A/C GRADE BIRCH VENEER) PLYWOOD PANELS ARCHITECT WILL CONSIDER MATERIAL CHANGE INDEMNIFY, DEFEND, AND SAVE HARMLESS THE OWNER AND THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER ENGINEERING DRAWINGS SHALL GOVERN. ON %' FURRING AS INDICATED ON THE PLAN, FOR THE 16. MILLWORK SUBCONTRACTOR IS RESPONSIBLE TO CLEAN AND D7 4-12-24 LIGHTING UPDATE REQUESTS ON AN INDIVIDUAL BASIS. CONTRACTOR TENANT, AND THE ARCHITECT, THEIR EMPLOYEES, AND DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK MALL BE VOICE/DATA EQUIPMENT INSTALLATION, UNLESS OTHERWISE POLISH AND TOUCH UP AS REQUIRED ALL WOODWORK AFTER SHALL SUBMIT SAMPLES AND CUTS FOR WRITTEN AGENTS, AGAINST AND FROM ANY AND ALL CLAIMS, REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST 21. ALL SPRINKLER HEADS AT DROPPED CEILINGS TO BE NOTED. QUANTITY TO BE DETERMINED BY AMOUNT OF THE INSTALLATION IS COMPLETED. APPROVAL PRIOR TO THE START OF ANY WORK. DEMANDS, ACTIONS BY LAW, LIABILITIES, PENALTIES, LOSSES, TO THE OWNER. CONCEALED FLUSH TYPE WIT PREFiNISHED WHITE CAP TO EQUIPMENT AND G.C. ASSUME AND INCLUDE ANY AND ALL 8 4-24-24 FRAMING UPDATE EXPENSES, COSTS (INCLUDING ATTORNEYS FEES) AND MATCH CEILING UNLESS OTHERWISE NOTED. IN ACOUSTICAL PLYWOOD PANELS AS NEEDED FOR PROPER INSTALLATION 18. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE JUDGMENTS OF EVERY CHARACTER WHATSOEVER FOR OR 66. THE CONTRACTOR SHALL MAINTAIN ALL SUCH INSURANCES TILE COUNGS, SPRINKLER HEADS SHALL BE CENTERED IN - - BUILDING24 SUPPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, THAT ARE REQUIRED BY LAW AND BY THE BUILDING TILES, UNLESS OTHERWISE NOTED. EQUIPMENT. @)COMMENTS AND CONDITIONED AS DIRECTED BY THE RESULTING FROM DAMAGE TO PROPERTY (INCLUDING BUT NOT LIMITED TO PROPERTY OF THE CONTRACTOR, THE MANAGEMENT/LANDLORD WHERE THE WORK IS BEING COMPUTER CABLE INSTALLATION: O SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH OWNER, OR THE ARCHITECT (AND THEIR RESPECTIVE PERFORMED. THE CONTRACTOR SHALL LIST BOTH THE 22. INSTALL DIRECTIONAL ACOUSTICAL 71LE WITH THE GRAIN IN ACCEPTED INDUSTRY STANDARD PRACTICE ) AND IN AGENTS, SERVANTS, AND EMPLOYEES AND FOR OR OWNER, TENANT AND THE ARCHITECT AS ADDITIONAL ONE DIRECTION ONLY IN ANY SINGLE SPACE 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH PRODUCT WARRANTY INSURERS FOR THE DURATION OF THE PROJECT AND THE PURCHASING AND INSTALLATION OF ALL VOICE/DATA O RESULTING FROM ANY EMPLOYEES) AND FOR OR RESULTING APPLICABLE STATUE OF LIMITATIONS. 23. ALL EXHAUST FAN EQUIPMENT TO BE LOCATED OUTSIDE THE 19. ALL SUBCONTRACTORS' SHOP DRAWINGS SHALL BE FROM PERSONAL INJURIES, SICKNESS, AND DISEASE SPECIFIED ROOM AND DUCTED INTO THE SPACE TO THE CABLES AS INDICATED ON THE PLANS UNLESS OTHIIRYISE NOTED. O SUBMITTED TO THE ARCHITECT FOR APPROVAL (INCLUDING DEATH) TO OR SUSTAINED BY ANY PERSON COUNG REGISTER. ALL EXHAUST FANS TO BE CONTROLLED THROUGH THE GENERAL CONTRACTOR PRIOR TO WORK (INCLUDING BUT NOT LIMITED TO THE CONTRACTOR, THE 87, ALL APPLICABLE PERMITS, INSPECTIONS/APPROVALS, BEING PERFORMED, UNLESS OTHERWISE NOTED. OWNER, THE TENANT, AND THE ARCHITECT AND THEIR FOR AN S AND CONTROLLED INSPECTIONS SHALL BE APPLIED BY A (RED) PLOT LIGHT WALL MOUNTED SWITCH. 23. ALLOW APPROPRIATE LENGTH OF SLACK ON BOTH ENDS OF O FOR AND PAID BY THE SUBCONTRACTORS IN ALL FIELDS OF EACH CABLE TERMINATION FOR CONNECTION TO SPECIFIED RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) THEIR WORK AS REQUIRED PER BUILDING DEPARTMENT CODE~ 24. G.C. IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM AFTER EQUIPMENT (MIN. 6-). 20. THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY OCCURRING IN OR ABOUT THE CONSTRUCTION SITE, OR INCLUDING COORDINATION OF INSPECTIONS, APPROVAL AND THE INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN 0 -- WITH ALL REGULATIONS OF THE BUILDING ARISING OUT OF OR SUFFERED WHILE ENGAGED IN OR PICKING UP OF BUILDING PERMITS BY THE CONTRACTOR, REPORT TO THE ARCHITECT'S AND ENGINEER'S OFFICE FOR 24. G.C. TO DETERMINE MOST ECONOMICAL ROUTE FOR ALL MANAGEMENT. IT SHALL BE THE CONTRACTOR'S CAUSED IN WHOLE OR IN PART BY THE PERFORMANCE OF UNLESS OTHERWISE NOTED. REVIEW AND APPROVAL RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM OR FAILURE TO PERFORM THE WORK. THE FOREGOING CABLE RUNS FROM ORIGINATION TO TERMINATION PONE AT THE BUILDING OWNER. IN THE EVENT OF CONFLICT AGREEMENT SHALL NOT EXTEND TO THE OWNER OR TENANT 25. IF CEILING GRID REQUIRES CUT TILES, ANY CUT TILES THAT SERVER RACKS. O BETWEEN BUILDING REGULATIONS AND OTHER IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR ARE VISIBLE SHALL HAVE A FINISHED EDGE CONTRACTOR CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE RESULTING FROM THE SOLE NEGLIGENCE OF THE OWNER OR MAY INCLUDE EITHER PREFABRICATED TILES TO THAT O CONSULTED PRIOR TO PROCEEDING. TENANT, ITS AGENTS, SERVANTS, OR EMPLOYEES AND SHALL DIMENSION AND/OR FINISH THE CUT EDGE OF TILE, TO O NOT EXTEND TO THE ARCHITECT, HIS AGENTS, SERVANTS, MATCH CEILING TILE. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OR EMPLOYEES IN THE CASE OF DAMAGE OR INJURIES ARRANGING WITH BUILDING MANAGEMENT THE USE OF CAUSED BY OR RESULTING FROM THE SOLE NEGLIGENCE OF 26. CONTRACTOR TO PROVIDE ATTIC STOCK OF ALL CEILING ELEVATQR OR OTHER HOSTING FACIU71ES FOR THE ARCHITECT, THEIR AGENTS, SERVANTS, OR EMPLOYEES TILES AT END OF PROJECT FOR CLIENTS FUTURE USE O HANDLING THE DEUVERY OF MATERIALS. THE GENERAL OR CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING PLANS, DESIGNS, OR SPECIFICATIONS PREPARED, ACQUIRED, 27. WE ALL REALIZE THAT AS CONSTRUCTION PROCEEDS AND ALL SUB-TRADES OF CONDITIONS REGARDING OR USED BY THE ARCHITECT, THEIR AGENTS, SERVANTS, OR AS PROJECTS NEARS COMPLETION, CEILING TILES OFTEN GET ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND EMPLOYEES. M LOYEES IT EIINTGN UNDERSTOOD NCE NEITHER AN DHAA�E THAT FOR DAMAGED AND/OR DIRTY BY OTiHER TRADES, THE G.C. ANDLOAD SEAL CONTRACTOR NOR ANY OF ITS AGENTS, SERVANTS, OR THEIR SUBCONTRACTORS ARE RESPONSIBLE TO REPLACE 22 THE G.C. SHALL CONFORM TO BUILDING STANDARD EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, SERVANT, ANY AND ALL DAMAGED CEILING TILES AND GRIDS AND/OR PROCEDURES FOR THE SCHEDULING OF DEMOLITION OR EMPLOYEE OF EITHER THE OWNER, TENANT OR THE DRYWALL CEILINGS AND SOFFITS AT THEIR OWN COST. AND CORE DRILLING, AND FOR THE CARTING OF ARCHITECT AND NEITHER THE ARCHITECT NOR ANY OF THEIR ok Aiq RUBBISH THROUGH THE BUILDING. ANY OVERTIME AGENTS, SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO 28. AT END OF THE PROJECT, CONTRACTOR TO REALIGN ALL �k, C,�/ COSTS FOR SUCH WORK SHALL BE BORNE BY THE BE AN AGENT, SERVANT, OR EMPLOYEE OF THE OWNER OR CEILING TILE AND GRIDS TO A SQUARE AND LEVEL �ll�`� STROP G.C. TENANT. INSTALLATION. 0 s 23. THE GENERAL CONTRACTOR SHALL MAINTAIN AND 47. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO OPERATE AN ON SITE FIELD OFFICE TELEPHONE, FAX TRADE OR JURISDICTIONAL DISPUTES THROUGH USE OF ?;o,'", 11 MACHINE AND EMAIL ACCESS AT ALL TIMES DURING LABOR OR METHODS OF INSTALLATION, INCLUDING THOSE OF i THE COURSE OF CONSTRUCTION WORK. CONTRACTORS WHICH HAVE BEEN SEPARATELY CONTRACTED BY THE OWNER. SHOULD ANY DELAYS OCCUR ON THE JOB 24. WORKERS WILL BE ASSIGNED ONE TOILET AREA WHICH SITE THROUGH NONCOMPLIANCE OF THIS CLAUSE, THE THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CONTRACTOR WILL REIMBURSE THE OWNER FOR ALL COSTS �9I a291�9 C7� CLEANING, MAINTAINING, AND UPON COMPLETION OF AND DAMAGES F NE THE WORK RESTORING TO ITS ORIGINAL CONDITION. 48. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT 25. CONSTRUCTION PERSONNEL MUST CARRY PROPER SUPERINTENDENT ON THE PROJECT TO COORDINATE ALL IDENTIFICATION AT ALL TIMES. SUBCONTRACTORS' WORK AND SUPERVISE THE DAILY ACTIVITY OF THE PROJECT AS WELL AS MAINTAIN THE SITE 26. ALL LADDERS, BAKERS, SCAFFOLDING, AND/OR OTHER IN A SAFE:, CLEAN MANNER. Copyright 2022.STROMSKI architecture,p.c.All rights CONSTRUCTION TOOLS/EQUIPMENT SHALL BE IN GOOD reserved.The Architect reserves the right to reproduce this OPERATING CONDITION. ALL DAMAGED LADDERS, 49. THE CONTRACTOR SHALL BE AVAILABLE TO ATTEND A design in its entirety or any portion thereof.Unauthorized BAKERS, ROLLING SCAFFOLDING, AND/OR WEEKLY JOB MEETING DURING THE COURSE OF THE alteration of these documents is a violation of the New York / PROJECT. CONTRACTOR SHALL PREPARE AND DISTRIBUTE State Education Law.These drawings and specifications are CONSTRUCTION TOOLS/EQUIPMENT WiLL BE ALL JOB MEETING MINUTES, (3) DAYS PRIOR TO MEETING. property of the Architect an instrument of service and are the a t. IMMEDIATELY REMOVED FROM THE JOB SITE. I These drawings and specifications are not to be used on any 50. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES, OR other project,except by written permission of the Architect. 27. ALL ELECTRIC HAND TOOLS MUST BE GROUNDED OPENINGS TRUE AND OF PROPER SIZE IN THEIR OWN WORK, PROPERLY. OR CUT SAME IN DOSTiNG WORK AS MAY BE NECESSARY 1i PROJECT NO. 21-AR049 28. PROTECTIVE EYE GOGGLES, CONSTRUCTION HARD HATS FOR PROPER INSTALLATION OF THEIR OWN OR OTHER AND PROPER CLOTHING MATERIALS MUST BE WORN CONTRACTOR'S WORK INCLUDING THOSE WHICH HAVE BEEN DURING ANY CUTTING, WHETHER BY HAND OR BY SEPARATELY CONTRACTED BY THE OWNER, CONSULTING WITH SCALE As Noted DATE 1I/10/2022 MECHANICAL MEANS, OF FLOORS AND WALLS. OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME IN CASE OF THEIR PROPER DRAWN BY RS/MP CHECKED BY RS 29. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, AREAS THEY SHALL CUT THEM AFTERWARDS EXPENSE. NOEXCESSIVE THEIR CUTTING WILL 8 PERMITTED NOR TITLE 30. ALL FIRE EXITS SHALL BE KEPT GEAR AND ACCESSIBLE AT SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE ALL TIMES. CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION, REPAIR AND ANY 31. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT DURING CONSTRUCTION. PLUS, CONTRACTOR TO HAVE WILL BE SUBSEQUENTLY LE'UNDER SEPARATE CONTRACT PROPER MEDICAL EMERGENCY KIT AVAILABLE AT JOB SITE BY THE OWNER OR THE ARCHITECT. PER ALL APPLICABLE CODES AND REGULATIONS Genera 51. THE CONTRACTOR SHALL ASSURE THE FULL RESPONSIBILITY FOR THE INSTALLATION of ALL TRADE CONTRACTS ASSIGNED Project Notes BY THE CLIENT. INCLUDING GENERAL CONDITIONS, OVERHEAD AND PROFIT. 52. ALL CONTRACTOR'S WORK SHALL BE PERFORMED IN A FIRST-CLASS, SKILLFUL MANNER, MATCHING AND AUGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. 11 ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE HEE CONTRACTOR'S WORK TO BE DONE. CONTRACTOR SHALL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE a COURSE OF THIS INSTALLATION. ALL NEW AND EXISTING GLASS, HARDWARE, AND/OR CONSTRUCTION SHALL BE Alk ""60 THOROUGHLY LEANED IN A MANNER ACCEPTABLE TO THE OWNER. . A0 e 3 FIRE INQUISN S FIRE ALARM LEGEND PORTABLE F R ER S 4 SYMBOL ITEM MAKE/MODEL QTY. NOTES, FIRE EXTINGUISHERS SMALL BE PLACED T14ROUGHOUT THE BUILDING AS PER SECTION RX AND FACP FIRE ALARM CONTROL PANEL FIRELITE M596000DLS 0 REQUIREMENTS OF THE LOCAL FIRE MARSHAL. ,....N ,...-.......w _._. .. .,., .., RA REMOTE LCD ANNUNCIATOR FIRELTE ANN-80 0 SYMBOL ITEM CLASS AND SIZE .$ x x ....� V J ® MANUAL PULL STATION FIRELITE 5G-12LX 0 FE PORTABLE FIRE EXTINGUISHER WALL MOUNTED WITH REQUIRED AS PER TABLE 9%.3 (1 AND 2) airchitect sr , p.c. SIGNS SNOWING LOCATION ABOVE. J PHOTO-ELECTRIC AREA 51"OKE DETECTOR FIRELITE SD3% 0 HIGH TEMPERATURE HEAT DETECTOR (FIXED 190) FIRELITE 9355HT 0 P.O.BOX I2S4 JAMESPOR'T>NY 11947 QSTROBE SIGNAL APPLIANCE SYSTEM SENSOR SR 0 PHONE(631)779-2932 FAX(63I)779-2833 R HORN/ STROBE SIGNAL APPLIANCE 5YSTEM SENSOR P2R 0 s ExT EXTERIOR STROBE SIGNAL APPLIANCE SYSTEM SENSOR SRK 0 O WATERPROOF HEAT DETECTOR FIRELITE 302ETIC14 0 ® DUCT DETECTOR FIRELITE D5%PL 0 ® REMOTE LCD ANNUNCIATOR FIRELITE RM = 0 CONTROL RELAY MODULE FIRELITE CRF-WO-6 0 SPACE AGE FAN SHUTDOWN RELAY MODULE SSU-MR-201-C-R 0 ® KNOX BOX KNOX HOX 0 INTERFACE MODULE SYSTEM SENSORCOSMOD-2W I MONITOR MODULE FIRELITE MMF-301 2 CARBON MONOXIDE DETECTOR SYSTEM SENSORCOSMO-2W 7 NOTES: PLACEMENT OF DEVICES SHOWN ARE FOR GENERAL LOCATION. DEVICES MUST BE MINIMUM 361 AWAY FROM Proposed Site Plan For: RETURN AND SUPPLY AIR REGISTERS. A B C E F A 8 C E F T1415 INSTALLATION IS IN ACCORDANCE WITH NFPA 72 (2007 EDITION) EXCEPT AS SPECIFICALLY NOTED ON THE INSTALLATION PLANS. i econic t ! Water Sports -- I 1 5 t ;`{ --� i I I I � I I I I 1 1 I I I j ! /--- 5 5 1. ! ! ! I /•-- 5 1 1 1 1 1 I �,. - - - - - - - - - - - - - - - - - -- - +-- - --- - -- - - - - - - - - +- - - - - - - -+ - -- - - 4.1 - - - - --- - - ----------------------- - - - If - - - - - - - - - - - - - - - i --- -- -- -- _-- -----_-----_----- - - - - - - - - 4I 4I - - - I, I - ={ -- ---- ------------------------ - II - - - - - - - �4I III --------------------------------------------_---B_IIj{{I{iIjII1'II1.�LIi�iI,II1II1iI{I1II II!jII ..-- -- --------------- -- ------------------ ---H-------D-.-I --i(1IiI111Ii(-— 0—J- - - —!1DiI;IIi iI1II;(11iII1Ii— --�If''1i•lI�IIi� IIIIi,IIIIIlIiItIIIItiiitIIIIiIItIIII IIII1II - - - B{IIjII!j;{I!i!ijIji!!!(!Ii`!I!iI{I!iIi�IIiiII�II --_--_-- LEJ -_-----------_-------------- - - - - - - PFE F FE P STORAGE STORAGE STORAGE 20�1 ,1i'I;I1I� - IIII;IiiIIiIiiiIl�IiIIIIIIIiIiI�I;I1iIIiI i{ ij ---------------- ----� o •¢; OOO000O0O4S.6 C 7PS0.7-E5L-TA0E0 N - _County ounty 0C 2 OR9#1;M 6�o90 a sd C 4g?8 DOE Southold, New York T.M.# I000-SS-S-a9 .I REVISIONS 4-I2-2023 REVISED AS PER R ARC COMMENTS ------ 2 pLANNINGCOMMENTS - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - O PLANNING COMMENTSH ®PLANNING COMMENTS AS PER MENTSSTORAGE PERMIT 0 H 4-I2-24 LIGHTING UPDATE $ 4-24-24 FRAMING UPDATE 3 iLDING CMTS O I 3 ----------------- MENS' LADIES' 1i 04 OO •� Or OFFICE HP CORRIDOR 101 5 O 4 SEAL STORAGE 20 0 FE A&C6, CONFERENCE STR 021 VESTIBULE@ 100 -►----------- ------ - - - - - - - - - - - - - ----------------- ----- --------- L ------ — dF N SALES/ SERVICE 07 Copyright 2022.STROMSKI architecture,p.c.All rig hts erved. I :e Architect reserves the right to reproduce thts------------------------------F -------------------R7------------------ res 11 —-- -- - -_------------- design in its entirety or my portion thereof.Unauthorized - -- t - -- _ alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. OJECT NO. 2I-AR049 SCALE As Et]d DATE II/I0/202 2 DRAWN BY TLD/RS CHECKED BY RS TITL ---------------- ------ ---------------- IIXT ------ --------- Fire Alarm Plans till SHEET SEWN F FIRI^ ALARM PLAN Scale: 1/8' 1'-0' 2 D FLOOR FIRE ALARM PLAN Scale: I/B' 1'-0' L- - 1 I AIR I-V0040 k/i n ........ A B Q E I Q WINDOW SCHEDULE (EXTERIOR) DOOR SCHEDULE (EXTERIOR) �_ " ,_ A4.00 !- " LOCATION OPENING DOOR FRAME FIRE , �. 20 0 20-0 19 Iq 0 LOCATION GLASS - 4 . .... T NO., (ROOM #) WiDT4 HEIGHT FRAME GLASS FIN15H THICK REMARKS NO., (ROOM #) WIDTH HEIGHT ELEV. MTRL. FIN15N THICK MTRL. FINISH HRDWR. RATING REMARKS j� I pv „y _.... - .. .,� ,........_. -. I...........a. 15'-6' 33'-6' W1 See Plods 41-0' 4'-01 ALUM. CLEAR AN. IN GLIDING/ VENTED IOOA 100 Vestibule 6'-& 7'-0' A AL/GL AN. 1-3/4' ALUM AN. A - Double H' Door iC111 CTLIt 9.C. w2 See Puns 61-0" 6'-0' ALUM. AW. AN. i' FIXED WITH APPLIED GRILLES 108A 108 3'-t21 T-O' B HM PTD 1-3/4' HM PTD B - Hi Door with KD Frmre ____ __�--_= tT—= =r=,_-_�—=I .. _,.... W3 See Plaa 6'-0" 41-01 ALUM. AW. AN. N FIXED WITH APPLIED GRILLES 108E 106 Stmw 3'-0' 7'-0' B 14M PTD 1-3/4' HM Pm B - HInged Door with KD Fnrm 5 i ! 11 11 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 I I I 1 I --� I i 11 1 1 I I i 1 1 I I I I J J o NY 11 I 1 I 1 I I i 1 1 i -- IORA 109 31-0 71-0 B HM PTD -3/41 HM PTD Hi Door with KD Fram •• I1 A 1 = I ' 1 I 1 ! 1 o BI09 lOq I6'-0' 14'-01 Etev, Steel PTD. - Steel PTD. - - OVa-head Dow with P.O.Box 1254 AMEsr R"I'. 11947 G C - L- �- -- _ -_._y_�------------------------------ - , : 109 109 16'-0' 14'-0" Elev. Steel PTD. - Steel PTD. - - Over Flead Door with NE(fi3I)779- FAX(63I)779- .. ------------------- -- — --- --- --------- ----- ----- / " ILLS ALUMINUM GI08 IOB 16 ' 12-01 4.1 -- ------ --- ---------- --------- _ .. Elev. Steel PTD - Steel PTD - - Overhead Door with Opffff ------------- -------- --------------------------------------- ------------------------------ -----•- -------- -- 4 I I. PROVIDE GYPSUM RETURNS AND 5 4 WOODS AVGL ALUM N AND GLASS S'i2 F 283'i I ! ! r Y ICr TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT BI07 107 Salesl5ervlce 10-0" 14'-0" Eiev. AVGL AN. ALUM. AN. Ower•head Door with Opmer 2. INSTALL EXTERIOR WINDOr15 1-1/2' PROUD OF THE TEMP. - TEMPERED GLASS C107 l07 5ales/SIMMIce 161-0" 14'-0' Elev. AL/GL AN. - ALUM. IAN. - Overhead Door with Opmw I I I 1 I B STEEL FRAMING. WHITE- PAINTED WHITE A201 201 5 61-01 6'-ll' C WD/GL VINYL - WD VINYL - - ANDERSON FWG 60611E Label NOT AN EXIT NA. - NOT APPLICABLE 1 1 t l " AN. - ANODIZED ALUMINUM B201 201 5twM, 3-0 7-0 B HM PTD 1-3/4 HM PTD B - Prowl Door with KD Fram V-OO i I CLEAR - CLEAR INSULATED GLAZING DOOR SCHEDULE INTERIOR I I i A4.00 AW. - ACID KA5HED I' INSULATED GLAZING ( ) I i I I II LOCATION OPENING DOOR FRAME FIRE NO.: (ROOM #) WIDTH I HEIGHT ELEV. MTRL. FINI 4 THICK MTRL. FINISH HRDWR. RATING REMARKS ! IN STORAGE I — 1005 100 Vestibule 6'-� 7'-0' A AL/GL AN. 1-3/4' ALUM AN. A - Daubie H: Daor STORAGE I ! i3 108 3;I i 102A 102 ConFererlce 3'-0' 6'-81 D SCW BIRCH 1-3/4' HM PTD C - I I I I I N 103A 103 Ladies' 3'-0' 0-8' D 5CW BIRCH 1-3/4' HM PTD C 10'� I ! I I i i 104A 104 Merls' 31-0' 6'-81 D SCW BIRCH I-3/4' HM PTD C - ;n 105A 1105 CaTidor 3'-0" 0-8' D SCW BIRCH 1-3/4' IflM IPTD C - i 1 1 I i 1 NOTES_ I i i i I I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. I 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. � - - --- --- - - - _ - --_-__-- t( C.2 -_• 't'• -- ---_--_•- 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. - - - - - - - - --- --- - - - - - --- - I I wlex >� w18x6o ;_---- I -- _ Proposed Site Plan For: I RE1fiATlONSI A - SURFACE MOUNTED CLOSER, DOOR 5WEEPS, WEATHER STRIPPING, PULL BAR AVGL - ALUMINUM AND GLASS ! i I ( I II j EXTERIOR, PU514 BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT I DOOR TO BE OPEN DURING OPERATION HOURS HM- HOLLOW METAL5CW - SOLID CORE _ a B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR 5CW/GL - 50LIDD CORE WOOD AND GLASS e C o 1Z C STORAGE i i I WITH KEYED EXTERIOR LOCKSET AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH 504EDUL.E FOR COLOR I_r �I log �°,I r�I I I— NA - NOT APPLICABLE Water Sports i 1 I C - SILENCERS ON DOOR FRAME SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET PLY - LAMINATED PLYWOOD I ! Ix %9 xl xl1 I I WALL MOUNTED DOOR STOPS, BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISH OI� �I �I �I; 1 Z. AN. - ANODIZED ALUMINUM FIN154 I i I I� 3; 3; III I I n --1 D - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE BUILDING ELEVATION DRAWINGS LOCKSET, WALL MOUNTED DOOR STOPS. I 2 _� Ii I 1i 2 A4 0 0A4.00 - — — — -- — --- — — — — — — ----- — —--- ---— --— --- _— 3 IN `�` - 46770 County Road 48 r i I I Southold, New York I LADIES' I i i S.C.T.M.#I000-55-5-9.I F1031 I 1 REVISIONS A I ARC COMM NT REVISED AS PER I ( , OFFICE O II - I I CORRIDOR Flo] ; !_� A 105 I i T O PLANNING COMMENTS i I I I I I Wi I -2023 RE77=3 AS PER A _— I A3.00 O PLANNING COMMENTS .PLANNTNG COMMENTS IZEVISE13 AS PER I CONFERENCE B I it I S PLANNING COMMENTS I, _ BUILDING PERMIT I ' i01 I; wl O SET 2.1 I I i i I VESTIB LE I t 2,1 7 4-I2-24 LIGHTING UPDATE 100 is i' i�- - -- - - I W 14 X W 18 X 35 4-24-24 FRAMING UPDATE'Ida -- - - -- - ---- - - - - j- - - - - - - - - - - - - - - - - - - - - - - - - - - 1—lI U -U -2AI3UILDING lid I I I.3 J i SALES/ SERVICd III ; -' COMMENTS log O 9'-1 1/2' 9'-lA I,fi2" 9' I/2" g,-1j I ' 1 O : t ' 11 f � KD ------------- - - --- --- - ------------------ ------- I I I ! FRAME --- --- --- =t 6-4i2 R.O. 11 O---------- , I- � 21 ALUM. FRAME O ! I ! I I I I cr O 4 j 1 I ! ! i/ \�� i�/ F.W.G. A4.00 I I I A4.00 a TEMP. ODTEMP.A4.00 o1 d i m I.1 - - - - -- - - - - - - - - - - - --- - _____________—_____-__ —- ---- - ._._- -j-► --- -- -- -}-----------------------i- - - +- - - - - --- I.I ----------------------- Il'-0" 18't0' II'-0° 14'-1 1/2' q'-q' 101-01 4'-I I.o i ! I.o • • SEAL I i i i 0-of6'-11114' A � 201-0' 20'-0' 15'-0' 23'-01 I ELEV. O ELEV. @) ELEV. O ELEV. O //// DWR ELEVATION DETAILS scale: 1/4" = 1'-0' ac -I.00 �9 029169 d OF t4 FIST FLOOR style: 1/8' = 1'-0' 1 -1.00 Propzecl — 6,g26 5Q.F1. Copyright 2022.STROMSKI architecture,p.c.All rights 21 ALUM. FRAME reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized 61-11 R.O. alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are. TOPOF W!NDO14 an instrument of service and are the property of the Architect 121 -O' These drawings and specifications are not to be used on any other project,except by written permission of the Architect i PROJECT NO. 2I-AR049 O [Y 4 1 2' ALUM. FRAME SCALE As Noted DATE I I/I0/2022 2 ALUM. FRAME 4'-1' R.O, -w,' 6'-1' R.O. 6'-I' R.O. DRAWN BY TI,D/RS CHFCKED BY RS TOP OF WI TOP OF i11N OF WI _ r _2" - _ _ _ TOP OF WIN 6' -II' A.F. DOW . `SECOND FLOOR) 6' -11' A.F. . SECOND FLOOR) 71 _20 TITLE d d a< o Proposed _ wrrom OF sT 1' 1'-10' I'_IO' 3'-2" W2 � 21 4 2' 6'-011 Building Plans TEMP. FIN1514 $�- FIND FLOOR FINISH FLOOR FIN1514 FLOOR 01-011 01-011 O'-0' 01-0' WI y,� W3 SHEET O " I fl ;i WINDOW E!"ATI DETAILS scale, 1/4 = 1-0 -l.00 All ( A $ G E . WINDOW SC14EDJLE (EXTERIOR) DOOR SCHEDULE (EXTERIOR) i " " i " A4.00 1— " LOCATION OPENING DOOR FRAME FIRE _ r 20-0 20-0 19-0 19 0 LOCATION GLASS " NO.1 (ROOM#) WI)TH HEIGHT FRAME GLASS FINISH THICK REMARKS NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FINISH THICK MTRL_ FINISH HRDWR. RATING REMARKS � � Wi See Pkm 4'-0' 4'-0' ALUM. CLEAR AN. is GLIDING/VENTED IOOA 100 Vestibule 0-0' 7'-0" A AL/GL AN. 1-3/4' AWM AN. A - Double H Door - j I I i : r : r r : r : r r architecture,1 , . . W2 See Pta�s b-0 6-0 ALUM. AW. AN. I FIXED WITH APPLIED GRILLES IOBA 10B 3-0 7-0 B HM PTD I-3/4 HM PTD B - Wrimid Door with KD Frame 1 W3 See Plate 6'-D' 4'-0' ALUM.I AW, AN. IN FIXED WITH APPLIED GRILLES iMB 109 storalp 3'-0' 7'-0' B HM PTD 1-3/4' HM PTD B - N1Wd Door with KD Frane j ! 5 iO4A 109 Stmom V4 7'-0' B HM PTI) 1-3/4' HM FM B - 14kwd Door with KD From ,g 09 109 Storage ib' 14'-0' Elev. Steel PTD. — Steel I PTD. — — Overhead Door with P.O.BOX I2S4 JAMESPOWr NY I I947 J'-- — — —— — — — — — — — — — — — — — — —--— — — — — _ — _ — / NE , C109 109 Storom iO4 14'-0' Elev. Steel PTD. steel PTD. Overhead Door with Opmw PHONE(63I)779 2832 FAX(63I)779 2833 -- —-- - - - -`- - - - - - - - _ Elev. Steel PTD Steel PTD Overhead Door with- - -- -- -- ! ILLS I UM GIOB 108 ib'-0" 12'-0' --- --- --- --- -------------------- - -------- --------- 4.1 I. PROVIDE GYPSUM RETLRNS AND 5/4 WOODS GL - M D G S w I I I TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT 5107 107 Sales/Service I6-0 14-0 Elev. AL/GL AN. - ALUM. AN. - - Overhead Door with Operier 2. INSTALL EXTERIOR WiN)OWS 1-1/2' PROUD OF THE TEMP. - TEMPERED GLA55 Cl07 IOl Sclea/5ervice I6'-0' 14'-0' Elev. AL/GL AN. ALUM. AN. Overhead Door with Over ' I STEEL FRAMING. WHITE- PAINTED WHITE A201 201 5 61-0" 6'-I1, G WD/GL VINYL - WD VINYL - - ANDERSON FWG 60611E label NOT AN EXIT l i I i I NA. - NOT APPLICABLE 5201 201 3'-0" 7'-0' 8 HM PTD I-3/4' HM PTD 8 - N 1 j i Sta►age inQed Dori with KD Frane 3 I I I 3 AN. - ANODIZED ALUMINUM CLEAR - CLEAR INSULATED GLAZING E A4.00 I I i ( ✓ ! ; N-40'or AW. - ACID WASHED I' INSULATED GLAZING r(ROOM N OPENING DOOR FRAME FIRE I ( i E ) WIDTH HEIGHT ELEV. MTRL. FINISH THICK MTRL, FINISH HRDWR. RATING REMARKS STORAGE ! -ule 0-0' 7'-0' A AVGL AN. 1-3/4' ALUM AN. A Double I Darr I 201 ! M 103A 103 Ladies' 3'-0' 6'-B' D SCW BIRCH 1-3/4' HM PTD G - 0104A 104 Mars' 3'-0' 6'-6' D SCW BIRCH 1-3/4' HM PTD G Is 105A 105 Corridor 31-0" 6'-6" 1 D 5CW I BIRCH 1-3/4' 114M IPTD I C I - I � A3,10 i I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. li I I I I 4 - - - - - - -- ---- - - - -- - - - - e +- ---------------------- -- - - -. +--------------------------— - - - --- �4� 3. INSTALL 1-1n' PROUD Proposed Site Plan For: - - - - - - - _ - �./ EXTERIOR STOREFRONT DOORS D OF THE STEEL FRAMING. - —- - - - - ABBREVIATIONS: I I I HARDWARE: : I j ( WI I m A - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PULL BAR AL/GL - ALUMINUM AND GLA55 EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR, LABEL ALUM. - ALUMINUM STOREFRONT I I I DOOR TO BE OPEN DURING OPERATION HOURS HM- HOLLOW METAL p e C O 1"]1 C I SCW - SOLID CORE WOOD I I I I j I I B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR SCW/GL - SOLID GORE WOOD AND GLA55 WITH KEYED EXTERIOR LOCICSET AND EXTERIOR PULL HANDLE. NPTD- PAINTED A - NOT APPLICABLENISN SCHEDULE FOR COLOR Ater Sports C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY - LAMINATED PLYWOOD j I 1 WALL MOUNTED DOOR STOPS. AN ANODIZED PAWMM5H WITHFINIS CLEAR SATIN POLY FINISH D - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE BUILDING ELEVATION DRAWINGS ` 1 L-OCKSET, WALL MOUNTED DOOR STOPS. i , I I it I I Wi it 2 _ 2 9 i A4.00 - - - - - I - - - - - - - - - - - - - - - -- - - - - -� - --- - ! - - - I J1 - —�- — A4.00 3 I 46770 County Road 48 j I Southold, New York i i O S.C.T.M.#I000-55-5-9.I I l i REVISIONS 4-I2-2023 REVISED AS PER ARC COMMENTS `; o O PLANNING COMMENTS i I to 3 PLANNING COMMENTS i l I i r1 cl II i STORAGE i 2070 i ®PLANNTNG COMMENTS AS MR i ! I i O PLANNING COMMENTS I I 2.1 O 4-I2-24 LIGHTING UPDATE ` I I j W2 W2 }� o i — -- - - - - -— - ----------------------- __--___-_--_�__=Q7EMP. _=-____ -____ '_�__ ---= ®4-24-24 FRAMING UPDATE 2 - - - - - - - ----------- - - - ------ --- -.._._�._.—.- --- - - - - - - - - - - ------------ - - L - - - - - ------ - ! - - - - - - _ ---- 9 cz /�- I ------- I -- ---- --- --- ---- -- - - --I � - -- - -- - - - - - - - - - -- s .•\ O COMMENTS c� I i � � ! I 1 O I � 6'-4 1/2' R.O. FRAME 3'-0r 0-0 R.O. I 1 OALUM. FRAME F.W.G. A4.00 d / O E j A4.00 TEMP. n p TEMP. O I j i 1 N \ / \\ i 1 \ - - - - - - _ - - - - - - - - - - - - - - - - - - - - - ----------------------i ---- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - ------------- _-__--_-------------- -- ------------------- SEAL I i I I 5'-il1/4' i i i I i b='0" ARC 1 20'-0' 20-0' I 15'-0' 1 231-0" I ELEV. O ELEV. O ELEV. O ELEV. O a '.a ( A 3 ELEVATION DETAILS Scale: 1/4' = 1'-0' O2916g Cyr -I.10 "�j OF N� 1 SECOND FLOOR Scale: IN 1'-0' -1.10 Proposed — 2,597 Sal FT. Copyright 2022.STROMSKI architecture,p.c.All rights 2' ALUM. FRAME reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthoruxd 6'-1' R.O. alteration of these docecmmts is a violation of the New York State Education Law.These drawings and specifications are. TJ'P OF WI an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any 12' —0' other project,except by written permission of the Architect. PROJECT NO. 2L-AR049 ci (z " ALUM. FRAME 2' ALUM. FRAME SCALE As Noted DATE I I/I0/2022 _4 2 1, 4-1' R.O. "I 04 R.O. 04 R.O. DRAWN BY TLD/RS CHECKED BY RS TOP OF WINDOWAN _ OP Of WI _ TOP OF WINDOW - Tom' OF WIN TITLE 7 -2 6' -11' A.F. iSECOND FLOOR) — 6' -11' A.F. SECOND FLOOR) 7 -2 d o 61_01 Nr Proposed IL 4— _ 113MO�9 OF ST I'-10' 1'_10" N 3'-2' W2 �° 614 Building Plans 2' 4'-0' 2' TEMP. FINISH FLOOR - FIND b'-0" FIN1514 FIN15" FLOOR, 0'-0" 0'-0" 0'-0" 0'-0:: WI W2 W3 A SHEET O O A — 2 WINDOW ELEVATION DETAILS Scale: 1/4" 1'-0" A1 • 10 -I.10 EXIT EQUIPMENT SCHEDULE REFLECTED CEILING LEGEND Ir I ! ! SYMBOL DISCRIPTION architecture, C, _ ... _ I - r ! 15 x 22 LED LITHONIA IB- SERIES III-BAY uG14r EXIT EXIT EMERGENCY LIGHT� FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP IBN 15000LM-L/LENS-MD-12OV- IO- - 1 y y A L J 1 --� y-- EXIT JAMESPORT.NY 11947 �--------------- - _ ---------------------------�_= ! � � 80CR1 P.O.BOX I254 --------------------------------- ---------------------------------- ---�----------- DIRECTIONAL IXIT EMERGENCY LIGHT ARROW DENOTES DIRECTION) - AX(631)779-zs3a PRONG 63I 779-2832 F - - - - - -- -- - - - - - - - - - - - - - I - - - - - - - - - - - - - --� 10" X48' LED LITI-IONIALBL SERIES WRAPAROUND LIG14T I EF2 EMERGENCY LIGHT PACK FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP LBL4-4000LM-SOCRI-35K-MINIO-GZT-MVOLT IOn n I X 48 LED LITHONIA MSL SERIES LOW BAY LIGHT FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP i M5L-8000LM-ULV-12OV-GZIO-40K-80CRI •--- F I ST( I dE I i 2' X 2' LED TROFFER LIGHT GTL SERIES BY LITHONIA I I i I I i I j 2GTL2-33L-12OV-EZI-LPB35 ICJ EXHAUST FAN 100 CFM NUTONE QUITE SERIES - v✓ � DUCTED TO EXTERIOR!l , l i i i i j 6' LED RECESSED NEW CONSTRUCTION HOUSING WITH I ' I i I I I I I ` WHITE LED TRIM. 3000K LDN6 ROUND SERIES BY LITHONIA 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - I LDN6-30/i5-LD6-WR-LSS-TRW-120V-GZI Proposed Site Plan For: I i I I I I I I I I i I I I C I I I 1 i i I 5/B" GYPSUM BOARD i I I I I I I I I I i WHITE PVC TRIMBOARDs P e c o nl C 0G ' EXPOSED TO STRUCTURE Water Sports ; I ACT 8'-1' ACOUSTIC CEILING HEIGHT 8'-1' I I I I i I I I I I I I I I I i I 1 I I WHITE PVC T E G NOTE,STEALTH 1. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION V-GROVE TRIMBOARDS i I I I I I I I I 2. CEILING MOUNTED FAN TO BE BIG ASS FAN es6 64" DIAMETER IN .BLACK ALUMINUM PROVIDE REMOTES FOR EACH UNIT T AS WELL. I I i I I I I I I Q lH i i 2 3 I j i i i i 0 46770 County Road 48 0 ME S, i Southold, New York I i S.C.T.M.##I000-SS-S-9.I I I0 i 1 I I I I I I I I I 9 REVISIONS I I I I I I I I I I EVISIOI I 0 Fir- ' I I ARC COMMENTS 4-I2-2023 REVISED AS PER ( l i i i i 1 G qR1R OI ® I I I I ! I I I I O® PLANNING COMMENTS L I I I I I I I I I I O PLANNING COMMENTS f ON RE CE ii iI - - 4N NTNG COMMENTSI ® i ® I 5I I PLANNING COMMENTS , O SET s 2.1 i i i i i j i i i i 2.1 7 4-I2-24 LIGHTING UPDATE •� I 1 I I I I I I I � � i � ---- -L - r------- t - - l- - - T I- - - - - _— 8 4-24-24 2 ®4-24-24 FRAMING UPDATE OS-07-24 BUILDING MALES/'SERVI� I I I I I i O I COMMF.NT5 I i 1 70 I i I I I I i 1.3O i I i I I I i I I I I I I I I I I I I i I WHITE PVCi T t G STEALTH WHITE PVC TRIMEOARDS O V-GRdVE �R:MBOARDS I I I I I I I I I I I i i I i l i i i i i i j O I � � I ; � ; I � I � ► ! I I ------------------- I I I I I I I I I I I O 1.1 -- - - - - - - - - - --- - - - - - - - - 11 SEAL i i l JI i i I i j I ' r / AR Cyi C C.I D D.I D.2 F �9� 02916g Q¢ � FIRST FLOOR RJEFLECTED CEILING PLAN Scale, 1/5' 11--0' dF N Copyright 2022.STROMSKI architecture,p.c.All rights reserved.-Ihe Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 21-AR049 SCALE As Noted DATE 11/I0/2022 DRAWN BY TLD/RS CHECKED BY RS TITLE Proposed Reflected Ceiling Plans SHEET m 00 .,'N I QU I TMENT SCHEDULE EXIT E P REELECTED CEILING LEGEND SYMBOL DISCRIPTION architecture, p.c. 15' X 22' LED LITHONIA IBH SERIES 141-BAY LIGHT i 5 EXIT EXIT EMERGENCY LIGHT ® FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP I ! I IBH-15000LM-ULEN5-MD-12OV-OZIO-40K-BOCRI P.O.BOX I2S4 �../ - - - - --- ---- --- ---- - -- - - - J AMF..SPOR-r NY I I947 �. --------...---j-•---------------•------------------ -------I--------------------------------------- -----�-------------------------------------------f- —!- .� PHONE(63I)779-2832 FAX(63I)779-7.R33 ........ EXIT DIRECTIONAL EXIT EMERGENCY LIGHT (ARROW DENOTES DIRECTION) r - - --- --- - -- - - - 4.1-------------------------- 10 X 48 LED LITHONIA LBL SERIES WRAPAROUND LI EMERGENCY LIGHT PACK FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP I i I i I 1 j LBL4-4000LM-BOCRI-35K-M►NIO-GZT-MVOLT l s i q 10" X 48" LED LITHONIA MSL SERIES LOW BAY LIGHT FIXTURES. DIAGONAL DENOTES EMERGENCY BACKUP MSL-BOOOLM-ULV-12OV-GZ10-40K-BOCRI ® i I STORAGE ! r C� 0 I i I i i i i i 201 j 2' X 2' LED TROFFER LIGHT GTL SERIES BY LITHONIA 2GTL2-33L-120V-EZI-LP835 EXHAUST FAN 100 CFM NUTONE QUITE SERIES - \CJ DUCTED TO EXTERIOR I I I i I I 6' LED RECESSED NEW CONSTRUCTION HOUSING WITH 1 O WHITE LED TRIM. 3000K LDN6 ROUND SERIES BY LITHONIA 4 LDN6-30/15-LD6-WR-LSS-TRW-120V-GZI ------------ - Proposed- - - - - 5/B" GYPSUM BOARD P e C O rl 1 C EXPOSED TO STRUCTURE Water Sports ! ACT B'-11 ACOUSTIC CEILING HEIGHT B'-1" i i i i i i i NOTE: j i i i j 1 i j I. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION i i i i I i 1 i i i 2. CEILING MOUNTED FAN TO BE BIG ASS FAN es6 B4" DIAMETER IN BLACK ALUMINUM. PROVIDE REMOTES FOR EACH UNIT AS WELL. I I I I I I I t I a -------------•-- ----i------ - - -i -�-- -- 1-----------i----- I------- , ----------- i 46770 Coup{-�' Road. 48 Southold, New York `, i 1 ; IiI I I I i I S.C.T.M.#I000-55-5-9.I j i i i j i i i i j 0 0 0 I REVISIONS 4-I2-2023 REVISED AS PER I I I 1 ! 1 I I I ! I O ARC COMMENTS I I I I I I I I 2 PLANNING COMMENTS 5-4 2023 REVISED AS PER O3 PLANNING COMMENTS i i i I i i i i i i ! STORAGE I j i i I i j i i i i I 200 i ®PLANNING COMMENTS AS PER I i i I i l i i 1 ER 1 ® I COMM I � I , O PLANNING ENTS SET D4-I2-24 LIGHTING UPDATE - - - - - �2 --- - - 1-- - - - - - - - - - - - - - � - - - - - - - - - - - - —..-- - -F—I - - -- -� ®4-24-24FRAMINGU UPDATE- - - --- - - - - - - - - - - - - - - - - - -------------------- L-rJ .—T-- — ---- ------ 05-07-24iUILDIN C ---------- - - - - - - - - - - - - - - -- - - - - O COMMENTS O i lO i I I i I I I I I I I i I Ob 1 i SEAL i i i I i i I i i i (MA% n A B C C.I D D.I D.2 F �"QJ 02g16g 04 OF t4 i SECOND FLooR REFLECTED CEILING PLAN Scale, va' • I,-0' -2.10 ' Copyright 2022.STROMSKI architecture,p.c.All tights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. a PROJECT NO. 2I-AR049 SCALE As Noted DATE I I/I0/2022 DRAWN BY TLD/RS CHECKED BY RS TITLE Proposed Reflected Ceiling Plans { SHEET FL 10 — . STEEL C 12 X 20.7_7� STAIR STRINGER Q ------ — --11271 j II I I I I I I I I I I I I DOOR SCHEDULE (EXTERIOR) I I A I I I I I I I I I I I I LOCATION OPENING DOOR FRAME FIRE a I I I I I I I I I I I I I ( / NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FIN15N THICK MTRL. FINISH HRDWR. RATING REMARKS .,...... �.. ..,.�.,.. --L_1--'--'L--'--1---�--L--1--L-1--- -- - _ _ _______.___ ----- ------__--- Tom too Vestibule 6�-0+ T-0' A AVGL M. 1-3/4" ALUM AN. A - Double H Dow architecture,— — — — — — — — _ _ IOBA l08 3-0 7-0 B HM PTD 13/4 HMp.c. — — — — — — — — — — — — — — - __--- — — — — — — — — — � � PiD B H Door with KID Fran - - — ------ ------------------- 108B too 3'-01 7'-0' B HM P7D 1-3/4' HM PTD B - H Door with KD Fran • • 34' HIGH 1-1/2' PIPE RAIL HANDRAIL I , , " " - I IOgA 10q 3-0' 7-0 B HM PTD 1-3/4 HM PTD B Hi Door with KD Fran ' I ll'-O' (12 EQ. TREADS) B109 109 10-0' 14'-0' Elev. Steel PTD. - Steel PTD. - - Overhsod Door with P.O.BOX I254 JAMESPOR'r.NY 11947 C109 109 1b'-0" 14'-0" EIGV. JAUGL PTD. - Steel PTA. - - Overhead Door With PHONE(63I)779-2832 FAX(63I)779-2933 I'z- B107 107 5dles/Servfce 16'-0" 14'0' Eley. AN. - ALUM. AN. - - Overhead Door with Opffrx I I j GI07 I07 Soles/SeMce 16'--0" 14'0' Elev. AN. - ALUM. AN. - - Overh-A Doan with Owff A201 201 5 6'-0" 6'-11, C VINYL - WD VINYL - - ANDERSON FWG 6%11L Label NOT AN EXIT5"1 ZO1 Storage 3'0' 7'-0' B PTD 1-3/4' HM P D B Hinged Door with KD Fran I I DOOR SCHEDULE (INTERIOR) I I LOCATION OPENING DOOR FRAME FIRE NO.: (ROOM #) WIDTH I HEIGHT ELEV. MTRL. FINISH THICK MTRL. FINISH HRDWR. RATING REMARKS I1 (I I 100B 6'0"100 Vestibule T-O' A AVGL AN. 1-3/4' ALUM AN. A - -Double Door 102A 102 Conferalce 3'-0' 6'_8" D SCW BIRCH H1-3/4' HM Pm C 103A 103 Ladies' 31-0' 6'-8' D SCW BIRCH 1-3/4' HM PTD C - 104A 1104 Mars' 31-0' 61-8" D SCW BIRCH 1-3/4' 14M Pm C j l I 105A 105 Corridor 3'-0' 0-8' D SCW BIRCH 1-3/4" HM PTD C - I ' I ( j II NOTESt • I 1 I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. I ----- I i 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. g II 1 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. Proposed Site Plan For: 1 1 I l i I i HAE ABBREVIATIONS= I I A - SURFACE MOUNTED CLOSER DOOR SWEEPS WEATHER STRIPPING,I Ikil I , , PULL BAR AVGL - ALUMINUM AND GLASS EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT • j11 I 1 I ; I ; DOOR TO BE OPEN DURING OPERATION HOURS L CORE wooD P e C O 111 C I 1 I I I ; I ; B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR SCW/GL - SOLID CORE WOOD AND GLASS I ( ( ( II WITH KEYED EXTERIOR LocKSET AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH SCHEDULE FOR COLOR Water Sports 6' C-JOIST METAL WALL DOOR ��• I I I I NA - NOT APPLICABLE I I 1 I I C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY - LAMINATED PLYWOOD BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISH I i I 1 1 � I ! I N. - ANODIZED ALUMINUM FINISH 1 FRAMING @ 16' ON j I W3i D - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY A Alen. - SEE BUILDING ELEVATION DRAWINGS CENTER Ii ( j i LOCKSET, WALL MOUNTED DOOR STOPS. j ( I LINE OF 5EJI�STORY I I 1 I DECK ABOVE I I t o WINDOW SCHEDULE (EXTERIOR) LOCATION GLA55 NO.: I I I (ROOM >k) WIDTH HEIGHT FRAME GLASS FINISH THICK REMARKS j i 1 i i I i WI See Pkm 41-0" 4'-0' ALUM. CLEAR AN. 1' 1 GLIDING/VENTED 46770 County Road 48 ' I I I I W2 See Plals ,-o' 00" ALUM. AW. AN. IN FIXED WITH APPLIED GRILLES Southold, New York LINE ABOVE STORY ; I i W3 s� Ptak 6'-0" 4'-0' ALUM. AW. M. I' FIXED WITH APPLIED GRILLES S.C.T.M.#I 000-55-5-9.I ABBREVIATIONS: REVISIONS LINE OF SECOND STORY STORAGE I I. PROVIDE GYPSUM RETURNS AND 5/4' WOOD 51LL5 AVGL - ALUMINUM AND GIA55 4 TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT 4-I2-2023 REVISED AS PER j FLOOR ABOVE 106 I II'- " (12 EQ. TREADS) 3" j I I 1 I I M131 2. INSTALL EXTERIOR WINDOWS I-V2' PROUD OF THE TEMP. - TEMPERED GLASS I I I O ARC COMMENTS STEEL FRAMING. WHITE- APPLICABLE - -I r--I--r--1 -r-�--r-7--r-r- I AN. - ANODIZED ALUMINUM 2 PLANNING COMMENTS I I f I I I I I I I I _ CLEAR - CLEAR INSULATED GLARING 3 I 1 I AW. - ACID WASHED I INSULATED GLAZING O PLANNING COMMENTS j I I A4.10 I I I I I I I I I I I I I ( 4., ,- I I - - PLANNING COMMENTS ' - - AS PER 1.1.00I I _ O PLANNING COMMENTS • • N OSEI 1-1/2" DIAMETER PIPE RAIL HANDRAIL • • J 4-I2-24 LIGHTING UPDATE • • I CONCRETE FI N STEP. PAN STAIR l MENS' STEEL C 12 X 20,7 ®4-24-24 FRAMING UPDATE- LADIES 104 STAIR STRINGER I U5-U -24 3UILDING I CC, MF.NTS I I 1 A3.20 I I O I• '0 I 10 I OFFICE 101 I I O I O CORRIDOR i I' I , I j l05 I� 1-5 BN 13'-7 3/8' I I O , I II _ SEAL I II ; I � I ARC, l +� CONFERENCE [a] I I -k _ loz 1 N I v I II T 5/1 I �'QJ 029169 a@ 5/8' In VESTIBULE 6J 6 METAL FRAMING 16 r /--- 2.1 OF N 100 ON CENTER (6005200-54). TYPICAL ALL EXTERIOR WALL • I � FRAMING c? T •I ,, ° • _ - Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized -- ----------- __ alteration of these documents is a violation of the New York A -- - I ----- ----- ---------- — — re Education Law.These drawings and specifications are ----------__---- - -------------_--- -- -_�(��— _--_-- �- -- ---- � � I -- tnsm=mentofservice and are the pmpettyof the Architect. `—/ State an I I T These drawings and specifications are not to be used on any I other project,except by written pertnission of the Architect. �- q'-10 1/2'I q'-I 1/2" q'-) I " PROJECT NO. 2I-AR049 I V J V i I I ; Q `,�-- .3 SCALF As Not DATE I I/I0/2022 III 19. i ' I I i I I DRAWN BY TLD/RS C14FLCKED BY RS - j ( 4' X 4' X 1/4' STEEL 3-5/8' 20 GAUGE I I I TITLE TUBE COLUMN ( METAL FRAMING I I I � I ' J - ------------------- i- ----------------- ----I W 8 x 18, W 8 x 18 ------ - W 8 x I8 _ 2 oLJ 1 . ------------------ ------------- - ---------------- ----------------- --- --------------- - ------------------ ' Partial -i� I I j Building Plan I I I I I Details PARTIAL FIRST FLOOR Scale- 114" = 1'-0" SHEET C C.I D D.I D.2 F k - 3 * 00 3'-6' HIGH GUARD RAIL MADE WITH I 4/4,OF 1-1/2' PIPE RAIL AND CHAIN LINK STEEL C 12 X 20.7 MESH I STAIR STRINGER DOOR SCHEDULE (EXTERIOR) I i r LOCATION OPENING DOOR FRAME FIRE �,,...��,.� �_ ,, }T 1 NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FINI511 THICK MTRL. FINISH HRDWR. RATING REMARKS 2 5 IOOA 100 Vestibule 04 7'-0' A AVGL AN. I-3/4' ALUM AN. A - Dade H Door 3'-0' T-0' -3/4' withr CC 31t€'CIL11 3.». 108E 106 3 7-0 B HM PTD 1-3/4' B i - ------------ --- ---- - - -- - - -- - — - -- -- ---- — - -- - — - -- - -- -- ---- -- ---- ------------------ PMD B Nl Doer with KD Frwna N Door KD Frame i 1 r 109A 109 Stmm 3'-& T 0'" B HM PTO 1-3/4' HM PTD B - Hi Door with KD Frame p.o.BOX I254 JAMESPORT,NY I I947__—__ __—__—__.J 5109 109 5 I6-0 14-0 Eiev. steel PTD. Steel i'CD. - - Ovd head poor with -- `°-- — 10-0' 14'-0' Elev Steel PTD - Steel - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PTD. Overhead Door with C109 lOq - PxoNr:(hal)779-2832 FAx(631)779-2833 -------------------- -- --- - ----------------------- -------- -— ------------------------- CI08 108 10-0' 12'-0' Elev. Steel PTD. - 5twi PTD. - - Overhead Door with Opew ------------ -- ------------ --- - 34' NIGH 1--1/2' PIPE RAIL HANDRAIL —� B107 107 5dkWService 1614 14'-0' Elev. AUGL AN. - ALUM. AN. - - Overhead Door with Operw ;g 10'-1' (11 EQ. TREADS) �," 11'-0" (12 EQ. TREADS) CM 107 Sales✓Satdce 10-0' 14'-0' Elev. AUGL AN. - ALUM. AN. - - Overhead Dori with Opew MI 201 S 6-0 6 II C WD/GL VINYL - WD VINYL - - ANDERSON FWG 60611E Label NOT AN EXIT "v B201 201 Starve V4 7'-0' B 11M PTD 1-3/4' HM PTD B - Hired Door with KD Frame 1 DOOR SCHEDULE (INTERIOR) LOCATION OPENING DOOR FRAME FIRE NO.: (ROOM #) WIDTH HEIGHT ELEV. MTRL. FINISH THICK MTRL. FINISH HRDWR. RATING REMARKS 1008 100 Vestibule 0-0" T-0' A AUGL AN. 1-3/4' ALUM AN. A - Double 14hmd Door i 102A 102 Confacre 3'-0' 0-8' D SCW BIRCH 1-514' HM PAD C - ' I 103A 103 Indies' V-0' 0-0 D 5CW BIRCH 1-3/4' HM PTD C 104A 1104 Mars' 31-0' 6'-8" D SCW BIRCH 1-3/4' HM PM Ic I - 1 — 105A 1105 Corridor 31-0" 6'-8" D 5CW BIRCH 1-3/4' HM PTD C I - 1 I � 1 ji I I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. Proposed Site Plan. For: HARDWARE: ABBREVIATIONS: O A - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PULL BAR AUGL - ALUMINUM AND GLASS 1 EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT DOOR TO BE OPEN DURING OPERATION HOURS 5CW HOLLOW METAL wooD STORAGE � Peconic El - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR SCW/GL - SOLID CORE WOOD AND GLA55 201 WITH KEYED EXTERIOR LOCKSET AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH SCHEDULE FOR COLORNA NOT APPLICABLE C� C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY-- LAMINATED PLYWOOD Water Sports WALL MOUNTED DOOR 5TOPS. BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISHAN. ANOD 1L ALUMINUM D - 51U NCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE(ZED BUILDING ELEVATIdON DRAWINGS LOCKSET, WALL MOUNTED DOOR STOPS. I 4'-0' Cr M 6' ZD 1 3/41, 1 z 3/4"3 1/4' WINDOW SCHEDULE (EXTERIOR) ----_-----.� LOCATION GLASS ----- --------------------------------------- ----- - -- --,�, --- ---------------- ROOM >« WIDTH 14EIG14TFRAME GLASS FIN1514 THICK REMARKS 1 I WI See Plans 41-0' 4'-0' ALUM. CLEAR AN. I' GLIDING/VENTED 46770 County Road 48 5'-2 a"1 3 114' W2 See Pions 6'-0' 0-O" ALUM. AW. AN. IN FIXED WITH APPLIED GRILLES Southold, New York W3 See Plans 6'-0' 4'-0' ALUM. AW. AN. I' FIXED WITH APPLIED GRILLE5 i S.C.T.M.#I000-55-5-9.I I II ABBREVIATIONS. REVISIONS I. PROVIDE GYPSUM RETURNS AND 5/4' WOOD SILLS AL/GL - ALUMINUM AND GLASS WI I TO BE PAINTED. COLOR SELECTED BY OWNER ALUM. - ALUMINUM STOREFRONT 4-I2-2023 REVISED AS PER 2. INSTALL EXTERIOR WINDOWS 1-V2' PROUD OF THE TEMP. - TEMPERED GLASS IO - - oCABLE j b' I STEEL FRAMING. WHITE- P�AIt� IZ 32'-2' 5'-6' WHITE AR C COMMENTS y AN. - ANODIZED ALUMINUM Q PLANNING COMMENTS u+ � � CLEAR - CLEAR INSULATED GLAZING - AW. - ACID WASHED IN INSULATED GLAZING O PLANNING COMMENTS ®aA I j PLANNING COMMENTS I ' 9-12-2023 REVISED AS PER rANO PLANNING COMMENTS O3'-6' HIGH GUARD RAIL MADE WITH I I SET I-In' PIPE RAIL AND CHAIN LINK I j l O 4-I2-24 LIGHTING UPDATE n MESH ` r- j I `r 8 4-24-24 FRAMING UPDATE � O COMMENTS � O ' o o i 1-1/2' DIAMETER PIPE I co I I , in I RAIL HANDRAIL 1-1/2 STEEL PIPE RAIL O ' CONCRETE FILLE O � STEEL PAN STAIR 3'-6' HIGH(LOW WALL WI I i 5'-0' S'-0' STEEL C 12 X 20.7 TO ACT A$ GUARD STAIR STRINGER RAIL :::N% 1 l l l j I I I I jA4.10 1'-0' rn I i O .r O 1'-2' li'-O' (12 EQ. TRAEDS) 3'-6" r^ I-1/2' RAIL POST FLOOR BLACK VINYL COATED MOUNTING FLANGE C14AIN LINK 41-6" 19'-3' 1 81-5" 41-0' 6' 1141 ANCHORED TO STEEL PIPE ANCHORED SEAL CONCRETE SLAB ARCS 2 TYPICAL STEEL GUARD RAIL DETAIL ELEVATION scale, 1/4" - i'-O" tz• srRo�,r 616 METAL FRAMING ON CENTER (6005200-54). I „ ' TYPICAL ALL EXTERIOR WALL } FRAMING i I � O2g16g Q� i I 1 THREE SECTIONS OF RAILING TO BE Copyright 2022.STROMSKI architecture,p.c.All rights INSTALLED 50 THAT THEY CAN BE I reserved.The Architect reserves the right to reproduce this REMOVED EASILY FOR LOADING OF I design in its entirety or any portion thereof.Unauthorized �? u, STORAGE MATERIALS WHEN NEEDED o alteration of these docutnenrs is a violation of the New York State Education Law.These drawings and specifications are and are tt1 an tect T7iese9 drawings ent and specifications are not to be used operty of the n any other project,except by written permission of the Architect. 1 I , STORAGE I I PROJECT NO. 27 7 1 200 I SCALE As Noted DATE I I/I0/2022 R ' I DRAWN BY TLD/RS CHECKED BY RS TITLE 1 m i ' I Partial 2.1 Building Plans Details -------------------------- _i ----- __.--_ _____.____ --; -- ---- --- --- ---- -- ---- - ;— ---- ---- --- ----- --- ---- ---- -- ----- -- ----- ;------------------� SHEET F PARTIAL SECOND FLOOR Scale: 1/4' . 1'-0' -- C � -3.10 A3010 DOOR SCHEDULE (EXTERIOR) ._.,,,. LOCATION OPENING DOOR FRAME FIRE p .,....- 4. .. - . . NO., (ROOM #) WIDTH I HEIGHT ELEV. MTRL. FINISH THICK MTRL I FINISH HRDWR. RATING REMARKS I �_ N BrchiteCt«t. re, .C. IOOA 100 Vestibule 6'-0" 7'-0' A AVGL AN. 1-3/4' ALUM AN. A Double H Door 1011A 108 3-0' 7 0 B HM PTD 1-3/4 HM PTD B - Hi Door with KD Frane 108E 108 5tame 31-0' 71-0' B 14M PTD 1-3/4' HM PTD B - Hirged Door with KD Frtiane 109A 1109 Storvg V-0' 7'-0' B HM I PTD 1-3/4' HM PTD $ Hinged Door with KD Fra11e P.O.BOX I2s4 AMESPORT,NY I I947 1 ( ( I I 5109 109 104 14'-0' Elev. Steel PTD. - Steel PTD. - - Overhead Door with J I ( GI09 109 storyp 104 14'-0' EW. Steel PAD. — Steel PTD. — — I OverKm d Door with Operw PHONE(631)779-2832 FAX(63I)779-2833 'I Ca 10B 5 10-0' 12'-0' Elev. Steel PTD. - Steel PTD. - - Ove'heal Door with �r — (——�— �——� —�-— r—�——�——T— ---------- $107 107 5ales/5evfce 16'4 14'-0' Elev. AVGL AN. - ALUM. AN. y Overhead Door with Opmw C107 107 5ales/Sevice 104 14'-0' Elev. AL/GL AN. - ALUM. AN. Owhea! Door with Opmw A201 201 S 6'4 6'-11, C WD/GL VINYL - I WD VINYL - - ANDERSON FM 60611E Label NOT AN EXIT BXI 1201 5torWe V-0' 7'-0' B HM IPM 1-3/4' 14M IPM B - Hlrged Door with KD Frarm DOOR SCHEDULE (INTERIOR) I I ( I ( ( I I I I I LOCATION OPENING DOOR FRAME FIRE a I I I I I NO., (ROOM #) WIDTH HEIGHT ELEV. MTRL. FIN15H THICK MTRL. FIN15H HRDWR. RATING REMARKS o 1 1 I ( I I I I ( I I IOOB 100 Vestibule 04 T-0' A AL/GL AN. 1-3/4' ALUM AN. A - Double H Daa' 3'-0 I 16" 1 0I 31-0� 0 1 I I I I 102A 102 Werww V-0' 61-8' D SCW BIRCH 1-3/4' HM PTD C 103A 103 Ladies' 3'-0" 6'-8' D 5CW BIRCH 1-3/4' HM FM C - 0 0 IQS 105 Candor 3'-•0' 0-8' 1) 5CD1 BIRCH 1-3/4' HM � I 0 1 1 O S 5 '- — 5 O 1 g I. PROVIDE MASTER KEY SYSTEM. COORDINATE WITH OWNER ON KEYING SEQUENCES. 2. PROVIDE FULL SIZE INTERCHANGEABLE CORE AND DISPOSABLE CONSTRUCTION CORE FOR EACH LOCKSET. ' in 7 3 1 q 3. INSTALL EXTERIOR STOREFRONT DOORS 1-1/2' PROUD OF THE STEEL FRAMING. 2 a Proposed Site Plan For: '? E-1 I �REVIATIONSe 10 :Q m 2 I 11 V-10 ' 1'•-6 ' 10 AA SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PULL BAR AUGL - ALUMINUM AND GLA55 `P $ EXTERIOR, PUSH BAR INTERIOR, KEYED LOCK WITH THUMB LATCH ON INTERIOR. LABEL ALUM. - ALUMINUM STOREFRONT '^ DOOR TO BE OPEN DURING OPERATION HOURS � HOLLOW ET • pig ` Peconic _ B - SURFACE MOUNTED CLOSER, DOOR SWEEPS, WEATHER STRIPPING, PANIC PUSH BAR 5CW/GL - SOLID CORE WOOD AND GLASS LADIES' \ I ( WITH KEYED EXTERIOR LOCKSEr AND EXTERIOR PULL HANDLE. PTD- PAINTED SEE FINISH SCHEDULE FOR COLOR 103 Water Sports / � ( NA - NOT APPLICABLE II - \ I C - SILENCERS ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH HALL LOCKSET, PLY - LAMINATED PLYWOOD / I z WALL MOUE DOOR STOPS. BIRCH - BIRCH PLY FINISH WITH CLEAR SATIN POLY FINISH 1 AN. - ANODIZED ALUMINUM FINISH { ` � � D - 51LENCM ON DOOR FRAME, SATIN CHROME ADA LEVER HANDLE WITH PRIVACY Elev. - SEE BUILDING ELEVATION DRAWINGS 1 6' C �f b7EE CLEAR_ Lam"_CLE � LOCKSEr, WALL MOUNTED DOOR STOPS. NS' 4 2' -A I - A / O TOILET LEGEND � 46770 County Road 48 Southold, New York NO. TO DISPENSER I . ��J BOBR CK B 2885 SURFACE MOUNTED S.C.T.M.#I000-55-5-9.I 2 WHITE TOP—SPUD TOILETS W�W141TE OPEN FRONT SEAT KOHLF-R K4405 ADA COMPLIANT FF 0 7 3 ET URINAL KOHLER K4g60 ADA COMPLIANT a REVISIONS 4 ADA COMPLIANT GRAB BAR l BOBRICK B-5B06X18 CONGEALED MOUNTING � 4AR—I2C-2023 REVISED AS PER 13 5 ADA COMPLIANT GRAB BAR BOBRICK B-5806X36 CONCEALED MOUNTING a O 6 ADA COMPLIANT GRAB BAR BOBRICK B-58O6X42 CONCEALED MOUNTING COMMENTS ac 7 SOLID COLOR REINFORECED TOILET PARTITION SIERRA SERIES IOgI (DESERT BEIGE) FLOOR MOUNTED O PLANNING COMMENTS i 8 WALL HUNG MIRROR OVER VANITY T.B.D. 24" X 36' FRAME OWNER SELECTED - g DROP IN LAVATORY WITH 4" CENTERS AND FAUCET KOHLER K2699/ K40OT70 OWNER SELECTED 1 O I-ANNI3 R COMMENTS EVISETYAS PER 10 COUNTER TOPS WITH INTEGRAL SINKS CUSTOM SEE MILLWORK DRAWINGS ' 4 PLANNTNG COMMENTS rRN 11 SOLID COLOR REINFORECED URINAL SCREEN SIERRA SERIES (DESERT BEIGE) OWNER SELECTED 5 1 ;O PLANNING COMMENTS I ' I 12 FLOOR MOUNTED UTILITY SINK WITH FAUCET E.L. MUSTEE 14CP UTILATUB WHITE IN COLOR O - - � � 13 ADA COMPLIANT WATER COOLER ELKAY EZSBL 115V/60HZ DUPLEX REQUIRED 6 SET 14 STOCK 36" BASE CABINET WITH SOLID SYNTHETIC TOP WHITE COLOR CABINET '7 4-I2-24 LIGHTING UPDATE I NOTES' 8 4-24-24 FRAMING UPDATE rA0iGENERAL CONTRACTOR TO ENSURE THE REQUIRED BLOCKING IS IN PLACE FOR ALL LISTED FIXTURES AND ACCESSORIES. L G — — I I I COMMENTS O I 1 O I O O O PARTIAL PLAN DETAIL Scale, 1/2" - 1'-0' -3. BATHROOMS AND WATER FOUNTAIN ROOF , O 13' O I SEAL --- --T_-- ----i- - i i 12" 1211 i R AR 1 1 13" ��� � 0 S7R0�� � SERVICE ITT 11-114 I i i 1-114" 1-1/4 �, 029 1 CP 0 ' I ' OF N� 3' 3e j 31 I I TO SCHD APPROVED ��C O Copyright 2022.STROMSKI architecture,p.c.All rights SANITARY SYSTEM reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 21-AR049 Q PLUMBING RISER DIAGRAM Scale: NTS SCALE As Noted DATE I I/I0/2022 -3 SCHEMATIC DOMESTIC DRAIN PIPING DRAWN BY TLD/RS CHECKED BY RS TITLE Partial Building Plans Details SHEET 3 . 2 w d sw f% ,.., J wv., . architecture, p.c. L P.O.BOX I254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(63I)779-2933 a a a i 1 Proposed Site Plan For: a Peconic Water Sports a a 1.3 2.1 2 1.2 2 I I A5.00 ! � TOP OF i° ICJ ! ---- ---- ---------------- I ------------------- I ------------------- ! ! 2 A5.00 --}- -1-- --i- I r ! I I ( 27'-9't raj I I A5.10 rKTOP OF ROOF IPU ..IN ! j l i1:1 j i i i I i i SIMILAR vARIES --rt-------- i i i i 46770 County Road 48 ! ! C OF SPAN BEM I i i —'�, --- ° i i i 3 Southold, New York GENTEI SPANIWJEI. S.C.T.M.#I000-55-5-9.I I ! ! I I ! ( I I i ! i REVISIONS ATOP ! I ! E ! T"O� OF ! 4-I2-2023 REVISED AS PER 14'-9' i I " 14'-9' I I " O ARC COMMENTS j I _ I I - -202 C F SPAN EM PLANNING COMMENTS12 O I I m ! e I I ! ! 12'-B' p ( I ! " _37_ REV ISED AS PFTZ ® g _ 3 PLANNING COMMENTS a 3 — 'O PLANNING COMMENTSAS PER I I I I ! I I - - - I I - - i " i ! I p i i i I I O PLANNING COMMENTS d �,� $ i TOP �O 4-I2-24 LIGHTING UPDATE OF SLAB OF S 0' 0 . 0 :a - • -= I '�� ! � o" � 4-24-24 FRAMING UPDATE i R-. 9 COIvLMENTS 3 O - - 10 BUILDING t',ROSS SECTION Scale: 1/8' A I'-o' 2 BUILDING CROSS SECTION scale: va" • i'-o" 0 'O a 0--____ l O O F E C B A C B A 0 ! A5.10 ! I ! ( A5.10 SEAL ' A ATOP OF MAIN MIDGE 5.10 I I I OP OF MAIN RIDGE SIMILAR -- -- ----- -----------------F----------------------4-------------------- I �-qt, ' -�--------------------- I blRo CENTER OF 5PPOREL BEM 0 ®' 5LAB GEC" ER OF 5P SEAM __ p p OF C OF SPMOM BEAM _ J--- I i i p Copyright 2022.STROMSKI architecture,p.c.All rights 1 I I I I p I p i I D I reserved.! The Architect reserves the right to reproduce this! ! ! design in its entirety or.any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are I ! I I ( I I an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect. a PROJECT NO. 2I-AR049 I ATOP Of P O SM J—_ � SCALE As Noted DATE I I/IO/2022 " ! 0:-0' i DRAWN BY TLD/RS CHECKED BY RS ! I I "• I TITLE _� BUILDI145- CROSS SECTION state: Iva' • I'-o' 4 BUILDING CROSS SECTION scale: 1/0 • I'-o" Building Sections SHEET j 2 ix_ -4 ,000 , ry I I I I I I .. 11 ) , I en I , architecture, p.c. I 0 I I P.O.BOX I254 JAMESPOR7',NY 11947 •r I PHONE(63I)779-2832 FAX(63I)779-2833 • e4. .• I d—. —•_ ,ZT.''_ ... r_ i' I e _�_ .-tea i JL I O I 0 I I I I � 1-1/2' DIAMETER PIPE RAIL HANDRAIL I I I 0 � I I 4 Proposed Site Plan For: O N 9 O econic o Water Sports I I I 0 I STEEL C 12 X X. STAIR STRINGER I I m o CONCRETE FI STEEL PAN STAIR I 0 I I I I o I'—II' ' ' 46770 County Road 48 0 I Southold, New York I S.C.T.M.#I000-SS-5-9.I I REVISIONS .. . • ; '.e • .d e. •' • .. . . �1 .: . • ".: •'d .. • ! .. .' I • G:. .: •• .• ,' ° .•d •.' 1 •.• •< .. . a : •• • 7 "• ; 4 .•. 4-I2-2023 REVISED AS PER e e ' e I I O ARC COMMENTS O419 PLANNING COMMENTS •a,•• O PLANNING COMMENTS a ' ' _ 202 3 REVISED AS PER 1 STAIR CROSS SECTION Sole- 1/2' . 1'-0' �O PLANNING COMMENTS REVISED AS PER -A.10 O PLANNING COMMENTS OSET BUILDINGJ 3 O 4-I2-24 LIGHTING UPDATE I I £ 8 4-24-24 FRAMING UPDATE o O coMMENTs I I O I 3 O 7EEL ANGLE 1/4' `Q I a 0 1 K SUPPORT FOR 'erg L GRATE TFORM ( I OI 'O I I �o O STEEL C 12 X 20.7 ( O STAIR STRINGER 1 I SEAL I-1/2' DIAMETER PIPE RAIL HANDRAIL I I R ARcAl srRQ� C3 4 STEEL REDUC ANGLERISER T 0 OPENING ( �'qJ 291�ig 4� BELOW a' � dF N� n I Copyright 2022.STROMSKI architecture,p.c.All rights I I reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York Stare Education Law.These drawings and specifications are I I an instrument of service and are the property of the Architect I I These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 2I-AR049 STEEL C 12 X 20.7--/ b STAIR STRINGER I SCALE As Notcd DATE 7I/I0/2022 CA DRAWN BY TLD/RSI CHECKED BY RS OPEN GRATE STEEL TREAD WITH DIAMOND PLATE NOSING ` TITLE AND SERRATED TOP �S�U�R���FAyCE. PAINTED I I a i.�{.rAA� 7 Stair Sections I I I I I I I 2 STAIR CROSS SECTION sate= I/2' - I'-o' SHEET I -a-10 I I I I I I METAL GABLE TRIM BY PRE-ENGINEERED MANUFACTURER /ikTop OF ROOF PURLIFI VARIES 6' LIGHT GAUGE --- I � y.4 METAL STUD 616' ON ! CENTER 5/8' EXTERIOR GRADE I / �.,.... . E R-38 BAIT INSULATION BY I ..9 j wti GYPSUM BOARD BY PRE-ENGINEERED MANUFACTURER CER7AINTEED ..,.,. J. _� 3._...,..,:��� TANDING METAL MR-24 ROOF architecture, p.c. 'BLUESKIN' VPI60 5ELF-ADHER PANEL BY PRE-ENGINEERED ALUMINUM GUTTER— WATER RESISTIVE AIR BARRIERMANUFACTURER I ALUMINUM DRIP CAP METAL ROOF TRIM BY P.O.BOX I254 JAMESPORT,NY 11947 FLASHING WITH SWESKIN' ( I STRUCTURAL STEEL FRAME BY PRE-ENGINEERED BUILDING R-35 BATT INSULATION BY PHONE(63I)779-2832 FAX(631)779-2833 OVER PRE-ENGINEERED Alkmm OF SPAMDPZL BEAM MANUFACTURER PRE-ENGINEERED MANUFACTURER MANUFACTURER. SEE SHOP 19'-4" TANDING METAL MR-24 ROOF 5/4' X 4' WHITE PVC DRAWINGS FOR MORE INFO. PANEL BY PRE-ENGINEERED STEALTH TRIMBOARD 2' CLOSED CELL SPRAY FOAM BOARD TA TEED�� MANUFACTURER BUILT UP HEADER I —!` I I R-15 BATT INSULATION WHITE PVC FMT14 BEADHOA BY PRE-ENGINEERED 7RUCTURAL STEEL FRAME 'BIG STRETCH' SEALANT /8' GYPSUM BOARD TRIMBOARD MANUFACTURER. SEE SHOP ALUMINUM STOREFRONT DRAWINGS FOR MORE INFO. GLAZING UNIT IN X 6'.WNI PVC WITH 5/4' #2 PINE ( PACK-OUT COMB OF SPANCIM BEAM I I STRUCTURAL STEEL FRAME -� I BY PRE-ENGINEERED ( I I 1~ MANUFACTURER. SEE SHOP I 2" CLOSED CELL SPRAY FOAM A I I _� DRAWINGS FOR MORE INTO. T� WHITE POST CAP BY 'TIMBERTEC' R-I5 BATT INSULATION Proposed Site Plan For: TOP RAIL BY 'TIMBERTEC' PROVIDE 'BWESKIN' VP160 SELF-ADHERED PROPER STABLE SUPPORT FOR SPAN TREATED 4' X 4' POST 5/4' #2 PINE SILL TO ' " WATER RESISTIVE AIR BARRIER TAPERED S I I STAINLESS STEEL CABLE RAIL TREATED 2 X 4 BLOCKING AN GYPSUM BOARD P e C O nl C HIM TO PROVIDE I I PBE AINTED AND ED PRIMED I SLOPED DRAINAGE FOR " WHITE COMPOSITE POST SLEEVE BYROUGH OPENING. . IIBIGGER TO MAKE R.O. B GYPSUM HOARD 'TIMBERTEC' ;p 4'�X 6' SYNTHETIC DECKING /8' EXTERIOR GRADE GYPSUM Water Sports " FA TINERS G WITH BLIND BOARD BY CERTAINTUD P I ACCOMMODATE SHIM. WRAP FASTENERS •� 'BLUESKIN' OVER SHIM. I VINYL COVE BASE WHITE POST BASE BY 'TIMBERTEC' TREATED 2' X 6' JOIST I ROOF FLASHING I PROVIDE ROXUL LAYER AT FLOOR I RIPPED AS REQUIRED. SPACED LEVEL TO ACT AS FIRESTOP 2' X 6' TREATED DECKING 12' O.C.(PROVIDE RUBBER VINYL. COVE BASE 6 METAL TACK 4" CONC. SLAB OVER ' STRIPS BELOW EACH JOIST METAL DECK IN X 8' WHITE PVC. USE CORTEX FOR PROTECTION OF ROOF 4' GONG. SLAB OVER SCREW PLUG SYSTEM MEMBRANE METAL DECK I STOP OF SLAB _ I ---- i _ATOM' OF SLAB __ FALUMINUM LASHING APRON I I c 14'-9" METAL EDGING I a " d " CLIP ANGLE ALUMINUM GUTTER I B' METAL FRAMING ATOP OF __—_ _ O 46770 County Road 48 'BLUESKIN' RF20OTM WATERPROOF LEDGER WITH 8" 13'-6" 4' Southold, New York ROOFING MEMBRANE TRACK AND C STu IN X 6' W141TE PVC. USE CORTEX STRUCTURAL STEEL E BY Southol , New -SS-S-9.I FIRE-RETARDANT 5/8" PLYWOOD SCREW PLUG SYSTEM PRE-ENGINEREM FACTURER. SEE STANDING METAL MR-24 ROOF v__ v 2'-8" REVISIONS OF JPAND 5M __—__ —_ SHOP DRAWINGS FOR :ORE INFO. PANEL BY PRE-ENGINEERED MANUFACTURER. OVER ) I STRUCTURAL STEEL FRAME BY UNDERLAYMENT O I I ZSTEEL BAR J0157 4-I2 2023 REVISED A5 PER WHITE PVC STEALTH -2 BEADBOAR RER. SEE O - I - I /�RGF�I A� COMMENTS C STRUCTURAL STEEL FRAME TRIMBOARD INGS FOR MORE 1 4 202,3 7E,7 EI AS PER BY PRE-ENGINEERED O PLANNING COMMENTS " METAL JOIST RAFTER @ 16" MANUFACTURER. SEE SHOP " LIGHT GAUGE METAL C-JOIST - - I ON CENTER I ( DRAWINGS FOR MORE INFO. IN X 6' WHITE PVC WITH 5/4' #2 PINE 16' O.C. (1/4, PER 11-0' SLOPE O PLANNING COMMENTS PACK—OUT 12 6' METAL FRAMING I I GYPSUMS SUBF� ®PLANNING COMMENTS I'-i I/2" br LEDGER WITH 8' O PLANNING COMMENTS FIRE-RETARDANT !i/8' PLYWOOD 7' TRACK AND C STUD A 'HARDIV SMOOTH PLANK LAP SIDING 2" RIGID FOAM BOARD 1 - - nr7lv-DING-PE CONTINUOUS METAL_ ANGLE 6" METAL CEILING JOIST CENTER 16' I" X V�''A A WHITE PVC BY TO METAL FRAMING. FLOOW WITH r EXPOSURE. SCREW APPLIEDON ' BOARD FOR RUBBER METAL ROOF EDGE UNDER 6 4 I2-2r4 LIGHTING UPDATE I I MANUFACTURER'S INSTALL ROOF O UNDERLAYMENT [- —_ " #2 PINE PACK-OUT REQUIREMENTS ®4-24-24 FRAMING UPDATE ATOP EM $ � O O O O /4 X 12 #2 PINE PACK-OUT FULLY ADHERED EPDM ROOFING __ MEMBRANE 05- - LIB NCI I° X 10' WHITE PVC BY O_COMMENTS ' VERSATEX. USE CORTEX 1RUGTURALN STEEL FRAME O 5/5' EXTERIOR GRADE I SCREW PUG SYSTEM. TYPICAL BBY PRECDIGINE SEE SHOP FIRE-RETARDANT 2' X 6' GYPSUM BOARD BY I ALL TRIMBOARD O CERTAINTEED DRAWINGS FOR MORE INFO. FIRE-RETARDANT 5/8 3-5/8' 20G. METAL STUD ' PLYW00 O WHITE PVC TRIMBOARDINNOMINAL WHITE PVC STEALTH BEADBOA BY O I FRAMING 0 16' O.C. VE t` TEX ( I O FIRE-RETARDANT 6/B' PLYWOOD -1/2' 200. METAL STUD I I WHITE PVC TRIMBOARD IN NOMINAL FRAMING @ 16' O.G. 'HARDIV SMOOTH PLANK LAP !DING O WITH 7" EXPOSURE. SCREW Af LIED 8 X 18 STEEL BEAM TO METAL FRAMING. FLOOW I O MANUFACTURER'S INSTALL O REQUIREMENTS I I STRUCTURAL TUBE STEEL 4' X 4' I i X 1/4" SEE STRUCTURAL DRAWINGS O FOR MORE INFO 'BWESKIN' VP160 SELF-ADHERED 'BWESKIN' VP160 SELF-ADHERED WATER RESISTIVE AIR BARRIER WATER RESISTIVE AIR BARRIER ALUMINUM FLASHING UNDER ALUMINUM FLASHING UNDER SEAL B SQUARE FIBERGLASS COLUMN ' ' BWESKIN AND OVER STONE CAP BY HBtG WITH COLONIAL CAP AND I I I BWESKIN AND OVER STONE CAP � � �RASE. ORDER AS !iPLIT COLUMN I I WITH SEALANT WITH SEALANT AR WITH EPDXY FILLER Kit. IRE-RETARDANT 5B' PLYWOOD FOR FIRE-RETARDANT 5/8' PLYWOOD FOR s THE FIRST 48' BEHIND STONE PANEL 'VERSETTN STONE CAP. FOLLOW THE FIRST 45' BEHIND STONE PANEL I 'BIG STRETCH' SEALANT I ( MANUFACTURER'S INSTALL ' - I INSTRUCTIONS STONE CAP WITH 2' CLOSED CELL SPRAY FOAM ' CLOSED CELL SPRAY FOAM 4� BEVEL FOR DRAINAGE R-15 BATT INSULATION � 02916g C? R-15 BATT INSULATION OF N� S ESKIN' VPI60 SELF-ADHERED 'BWESKIN' VP160 SELF-ADHERED 'BLUESKIN' VP160 5ELF-ADHERED WATER RESISTIVE AIR BARRIER ( I WATER RESISTIVE AIR BARRIER WATER RESISTIVE AIR BARRIER 3-58' 20G. METAL STUD ( I B' GYPSUM BOARD M GYpr�JM BOARD Copyright 2022.STROMSKI architecture,p.c.All rights FRAMING @ 16 O.G. reserved.The Architect reserves the right to reproduce this IRE-RETARDANT 5B' PLYWOOD design in its entirety or.any portion thereof,Unauthorized O I VINYL COVE BASE _T 'VERSETTA' STONE PANEL. LEAVE VINYL COVE BASE alteration of these documents is a violation of the New York 'YERSETTA' STONE PANEL. LEAVE GAP '^ GAP AT GRADE AS REQUIRED. State Education Law.These drawings and specifications are FOLLOW MANUFACTURER'S INSTALL T instrument drawings service and are the property e use nayArchitect. I AT GRADE A5 REQUIRED. FOLLOW I I These drawings and specifications are not to be used on any MANUFACTURER'S INSTALL INSTRUCTIONS INSTRUCTIONS other project,except by written permission of the Architect. BLACK ALUMINUM METAL TRIM 4' _50 CONC. SLAB REINFORCEMENT BLACK ALUMINUM METAL TRIM 4' ' Cam' SLAB WITH PROJECT NO. ZI-AR049 TALL. UNDER 'BLUESKIN' REINFORCEMENT ATOP O„, __SVS - J __—__--_—__—__--_—__-4 q TALL UNDER ESKIN __—__— SCALE As Noted DATE 'BLU ' -Vol-ON IT, — OF �I ♦� II/IO/2022 c of .f�7 o a W a'• d o n { .n o d o 0 o n G O'-0n o a a d a a. o c o DRAWN BY TLD/RS CHECKED BY RS o a' o q o a c q o p. oAd 0 o A e Is .q 'BIG STRETCH' SEALANT CONIC. 51DE WALK 2) #5 REBAR TOP aq 2 95 REBAR TOV TITLE a .'a AND BOTTOM o AND BOTTOM • 4 .' PITCH AT 2X SLOPE o .. , TOP OFPIER 6' BELOW SLAB d RETE GRADE 'AELEVATION a BEAM a• I cRETE GRADE Wall all o Sections d I• a p o. a A o d ° a A .q d. o a P o ..A qa O SHEET I I I I I I _ le-i"\ DETAILED WALL. SECTION Scale- 3/4"' . 1'-0' DETAILED WALL SECTION Scale: 3/4" 1'-0" A5 000 -5. -5. architecture, .c.. P.O.BOX I2S4 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 a P v' i Proposed Site Plan For: econic G.I 1.3 2.t Water Sports ' f 1.1 1.2 2 3 STAINLESS STEEL CABLE RAIL 4 4.1 POST TO BE 4' X 4' ACQ P05TS WITH TRANSLUCENT STOREFRONT ACID i = ! 1 ! i WHITE COMPOSITE SLEEVES OVER BY ETCHED GLAZED PANELS WITHIN ! f I I I TRANSLUCENT TbREFRONT ACID i I 'HARDI FIBER-CEMENT ARCHITECTURAL I STAN ING �1EtAL SEAM ROOF 4' WHITE PVC WINDPW AND 'TIMBERTE0. PROVIDE WHITE CAP AND I ! I ETCHED GLAZE�'ANEL5 WITHIN I I I ANODIZED ALUMINUM FRAMES WITH L SHELL GRAY DDOR TRIM BASES FOR THE P05T. ANODIZED ALUt!iItUM FRAMES WITH B i SIDING COLOR: GRAY SLATE COLON= i APPLIED GRILLS APPLIED GRILLS ! i 4' WHITE PVC WI�JDOW ANDS ! DOOR TRIM 'HARDIE' �IBER-CEMENT I I I ARC 41TECITURAL BEVELED SIDING COLOR. GRAY SLATE I i ! ! F' 46770 County Road 48 T'ECONIC MARINE i ! I 1 I Southold, New York ! S.C.T.M.#I000-SS-S-9.I I REVISIONS a I — I 4—I2-2023 REVISED AS PER ----eo tl :I_— — t — i I I 'HARDIE? TRIMBOARD TO MAT O ARC COMMENTS EVENING BLUE4-19-2023= WIT t] PLANNING COMMENTS ,� {� i ,fr yl� 2 PLANNING COMMENTS Ell i a _ ®PLA NNING COMMENTS AS PL-R O PLANNING COMMENTS j GLAZING OVERHEAD DOORS WITHIN j TANDING METAL SEAM ROOF I i 'HAR{�1E' FIBERKEMENT i 'HARDIE' FIBER-CEM�N WHITE SHUTTER TIGHT CUT 'VERSETTA STONE CLEAR GLAZING WITHIN ANODIZED ALUMINUM OVERHEAD GARAGE DOOR HOLLOW M DOOR WI FRAME - ! ANODIZED ALUMINUM FRAMES j COLOR: �- � GAY izic i ARC4IITECTU BEVELED SIDING I 'HARDIE" TRIMBOARD TO AR�CFIITEGTURAL BEWELEi9 SIDING PANEL - NORTHERN ASH I ALUMINUM FRAMES i COLOR- GRAY COLOR: GRAYi = GRAY T ETTA STONE = EVENIN BLUE TO MATCH MATCH GRAY 51ATE COLOR: EVENING BLUE TO MATCH COLORi O 4-I2-24 LIGHTING UPDATE I I I PANEL - HERN ASH MEC 1 (COOL OCEAN BLUE) COLOR METAL (COOL OCEAN BLUE) i i i i I i i a OR 8 4-24-24 FRAMING UPDATE O0S-07— BUILDING COMMENTS FRONT ELWATION SC 1e. I/B' - 1'-0' ' 0 2 RICNT SIDE ELEVATION Scale: 1/8• t-o= 0 0 0- 0 5 2.1 1.3 I.0 0 0 4.1 4 3 2 12 1.1 0 J 'HARDIE' FIBER-CEMENT I i I ! 1 I COLOR= EVENING BLUE TO MATCHrl ARCHITECTURAL BEVELED SIDING I i \ PRE-ENGINEERED METAL METAL WITH j I I VANDING METAL SEAM ROOF j I I NARDIE FIBER-CEMENT J�R`!{I111ECTURAL SEAL I I I SHADOW-WALL METAL VERTICAL PANELS I METAL (COOL OCEAN BLUE) i CI'OLOR= COOL SHELL GRAY j j BEVELED 51DING COLOR= Y SLATE COLOR= COOL OCEAN BLUE i I i I j I j I I ,�• O g Et zs E j '� " M1y/ ! I ! ! Copyright 2022.STROMSKI azchitccture,p.e.All rights%� reserved.'The Architect reserves the right to reproduce this , .a 1 j ( �"—�"�"-•�--"-�"—�—"�-"---�- -""�- design in its entirety or any portion thereof.Unaurhoriud "1 I alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect r i I pew,, '� '.'G"r f I j �Y These drawings and specificatons are not to be used on any � �'F"j-f � � ! N other project,except by written permission of the Architect PROJECT NO. 2I-AR049 J ff I SCALE. As Noted DATE II/I0/2022 I I CK VINYL COATED CHAIN LINK j ALUMINUM FAD GARAGE DOORS j I I ANCHORED TO STEEL PIPE RAIL i COLOR= GRAY 1 'HARDIE' TRIMBOARD TO MATCH i TRANSLUCENT STOREFRONT ACID 1 I 'HARDIE' TRIMBOARD TO MATCH I DRAWN BY TLn/RS cxrcxED BY Rs j STEEL CHANNM ISTRINGER PAINTED I I I EVENING BLUE ETCHED GLAZED PANELS WITHIN GRAY SLATE COLOR I BLACK I I I I APPLIED GRILLS NUM FRAMES WITH TITLE REAR_ELIEVAT10N 5-rate. 1/5' • 1'-0' 4 LEFT SIDE ELAVTION 5caIet I/W . 1'-0' Building Elevations SHEET T 2 3 4 5 1-011 .,....... -I 5 I ' 0" '-0 '-0 11 '-2I I _O 2G 24 24'-G" ! '-0" architecture, p,c. iF4.0 P.O.BOX 1254 JAWSPOWr NY 11947 Z I PHONE(63I)779-2832 FAX(63I)779-2833 I I F3.5 I I I PI I I PI I U I I L R� P I I I - I 4 I I t -�_ I_ L_-T__J -T_ - L F5OX F5 P2_ J THo S D. . . . ' .OX� �� �MMM, NY � � 12"x4 2" CONCRETE FG'0 �i�r e-mail: tdrpeOtdrpe.com GRAE)E BEAM W/ 245 ' T*B CONTINUOU5 o (TYP. AROUND o ( PERIMETER) I o I II II F4.0 O I P3 Proposed Site Plan For: 05 CONC. SLB w� -- — J eCJr1CL J \�#5 HAIR PIN G"xG -W4.0/W4.0 WWM F5.0 , X I G-8" Water Sports II 0 o I I I ( o II TOP OF PIER j 81, 15ELOW r , FIN. FLOOR I l — ——— 46770 County Road 48 r t2 i I i I I I F8.0 i i�7.0—I---- Southold, New York P I F3.`� P2 i i P2 i I I i i �? S.C.T.M.#I000-55-5-9.I I I P3 L---J I M IP 1 i i P2 i i i — P2 I , I I I i I I I REVISIONS REVISED AS PER F281 j , j I , I j j O ARC COMMENTS I F29 I 1 1 i LF6_0 J _ PLAID ING COMMENTS J T-----� I 2 - #5 HAIRPINS5-4-2023 REVISED AS PER O PLANNING COMMENTS I , - - 2023 REVISED AS PER = I I , ®PLANNING COMMENTS O _ O PLANNING COMMENTS TOP OF PIER I I \-5" CONC. SLAB W/ OSET 8" BELOW ' I i G"XG"-W4.0iW4.0 WWM — O 4-I2-24 LIGHTING UPDATE FIN. FLOOR I FG.OX —— ( I 3, X X �� ®4-24-24 FRAMING UPDATE —III 05-0 - BUILDING P2 ' P3 III=1 I I=1 I I=1 i 1-=1 11= 0 _ _ s oIyl ,jam s �AllFB.o -T----- ----- -----, --- -- d — I I=1 I=1 I=1 1= I I I F8.0 ' I I I #3 TIES @ 8" I I I —_ I I=1 I II 0 I I I I I I1 1=1 I (=III-I I Tit ANCHOR RODS O --J I I I I I I I P3 I d I I I=I I M I 1=1 1 1-; A5 FURNISHED BY P2 i P2 BUILDING MANUF.) =z LINE OF GR. BM. BEYOND I I _ I I-1 I OO �f7.0_ __ G - #5 V. III=III=III= --- ---- O P2 T T `� . • .. .. . I i I-III-1 I I- _ O I- O m I i d e o 'Q . =I N I O O d ° b4. d REINFORCING BARS I TOP OF PIER Q . ..' : �. : _ . . : I 5EE FOOTING SCHEDULE m I I g" BELOW 12 x42 CONCRETE a d+ a I I = SEAL FIN. FLOG I GRADE BEAM W/ 2-#5 OF FOOTING P 2 I R TSB CONTINUOUS ,..,.,w.,__.1'.- ".,,.,..,........., `���R s RRC'Si O _ F6.0_ FG.O r----,-----� (1YP. AROUND __ F5.0 tci� e ��s C, _ i i PERIMETER) 0 8'-0° i P5 i i P4 i i i i P2 1 5 E CT I O N I I i I I I I 9� azst�9 t7 m I i F S 1 3/4" = — ,�. <2- 11 I I I I 1---{------------------------—�----J L__I _ _J 0F N� L ------J L-------J 77'-011 I I 41 FO U N D AT I O N PLAN Copyright 2022.STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this SCALE: 3/6"— ! '-0" design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are an instru neat of service and are the property of the Architect. PIER SCHEDULE FOOTING SCHEDULE STRUCTURAL FOUNDATION NOTES d. other project,wings except bttepermission are not to be used hi any d other s a t b written specifications are of of e u Architect. -- — 1 . All footings shall rest on undisturbed soil of I T5F bearing capacity; 7. The contractor shall verify all existing conditions and dimensions before starting X X�-- MARK SIZE REINF. MARK SIZE REINF. (EACH WAY) contractor shall verify level of acceptable bearing strata in field. construction and shall natify the engineer of any ambiguities or discrepancies • d • tl' =III=III scALE AS NOTED DATE II/I0/2022 PROJLCTNO. 2I-AR049 g with the work. If any questions arise before or during construction = I r-On 54 B before proceedin All concrete work shall conform to the requirements and recommendations Pi 18n x 24n 6-#SV #3 TIES @8++ F3.5 3+-6nX3+-6"X1 2. of ACI 301-20 "5 ecifications for Structural Concrete for Busldin " as to the intent or details of the drawings, the contractor shall call the engineer, I p gs Thomas D. Reilly, at (G3 1) 724-5740 for clarification and/or instructions. If the contractor —I I I z I DRAWN BY T.D.R. CHECKED BY T.D.R. ++ + ►+ + n + rr (Fc'=4000 PSI} air-entrained; reinforcin steel shall conform to � • • P2 24" x 24" 8-#5V #3 TIES @8 F4.0 4-0 x4-0 xl -0 6-#4 B g fails to follow the above procedure, he shall assume all responsibility for the 111= ASTM A-G 15 Grade CO. p p y P3 18" x 3Ct" $-#SV #3 TIES 8" F5.0 " " consequences of his actions and/or decisions. 2-#5 � • - R TITLE @ 5 -0 X5 -O X1 -O 9-#4 B 3. Coordinate size and location of anchor bolts with buildmg manufacturer. o 8. The owner shall arrangeT B for supervision of the construction work to insure < d.. P4 24" x 48" 16-#5V #3 TIES 8" F5.OX ' " ' " ' " 4. Buildin shall be re-en sneered steels stem fabricated b an compliance with the contract documents. : M @ 5 -0 x5 -0 x l -0 9-#4 T&B g p c y y p established company having a minimum of five years experience in the P5 24" X 42" 12-#5V #3 TIES @8" F6.0 6'-0"x6'-O"X1'-O" 9-#5 B fabrication of such buildings. 9. SPECIAL INSPECTIONS REQUIRE FOR FOUNDATIONS d FOUNDATION a. Soil subgrade I F6.OX r rr r rr r rr 5. Building shall be designed to withstand all loads in accordance with the b. Reinforin bar size and location PLAN DETAILS 6 -0 x6 -0 x l -0 9-#5 T&B g _._._..._.._.................._..„_ the requirements of the NY55C 2020 Edition. Working stresses shall not exceed C. Cast in place anchor rods F7.0 " r n + n those permitted by the steel construction manual specifications of the d. Desi n mix 12" 7 -0 x7 -0 x l -2 11-#5 B g ; A.I.S.C. and light gage cold formed steel manual of A.1.5.1. for welded e. Sampling fresh concrete "",., ,° NOTES FB.O 8'-O"X8'-O"X1'-4" 1246 B plate and cold formed fight gage members respectively. f. Placement and curing F28 8'-O"x2'-O"xl'-4" 3-#6 T&B 8-#5 T&B G. Contractor shall submit shop drawings, to Thomas D. Reilly, P.E. before installing foundations, O(� (�J foundations, showing all foundation loads and details of construction. Shop r2 F29 91 -011X2'-0"x1'-4" 446 T&B 845 T&B drawings shall be prepared, signed and sealed by a N.Y.S. Licensed S 1 3/4" = I'-0" SHEET Professional Engineer, Foundation plan may be revised based on shop drawings submitted. A i I , I T f—T TIT i-1 �. 3 L-1 J—I—I L i I I—I i— F1, architecture, p.c. I I I P.O.BOX I254 JAMESPORT,NY 11947 I II H 1 PHONE(63I)779-2832 FAX(63I)779-2.833 I II i THOMAS D. REIFY, P.E. I 6T12 CONT @ I 4LM9 ENWRTM, 14Y ilk CJ BT12 CONT @ RR I i a (631) 740 e—mail: H 1 I I I I I 6J16 STUDS tarp @tdrpe.com @ 16 D.C. I - 5TL. BEAM BY PREFAB MANUFACTURER - I I II I ► - m Q CD QI (2) #10 Iw L 3"X3"X 12 GAUGE @16" Ulu I I 2--#10 EIAHLEG HIV �EZZANINE - I I I I H2 4L ��� ABOVE m �Ia II wz DETAIL "X" m�Q ��� JIB DET."Yn - - - - - - - I� � J 5CALE: %" = I'-O° 1-2 EAM BY PREFAB MANUFACTURER �s ' GJIG@IG" O.C. ' I I I ( I I STUD WALL BELOW � Pro osed Site Plan For: I (GT 12 TRACK T*B) v p H3 STEEL ftnn— — — — — — — ---�— — — — e; _ _ . ,. 2 GAUGE X 4" �—_—__ GT 12 CONT. - w F — — — — — — — Peconic I 6Jt6 EXTERIOR ELOOK DECK Water 16 (2) .144Sports 1 I ( I I SE LL JL PAF SS S MET SC ERAMING PLAN SS SHEET METAL SCREWS 6II C-JOIST METALI Ht DETAI L IIY'I LIGHT GAUGE STEEL FRAMING: FRAMING @ 16" A (I I 5CALE: X" = P-0" 1 . ALL LIGHT GAUGE FRAMING MEMBERS SHALL BE I ( CENTER MANUFACTURED BY 'MARINO INDUSTRIES' or s APPROVED EQUAL. 2. PROVIDE HORIZONTAL BRIDGING @ 4'-0" O.C., VERTICALLY IN ALL LIGHT GAUGE STEEL STUD WALLS IN H3 I I I I ACCORDANCE W1 MANUFACTURER'S RECOMMENDATION. 46770 County Road 48 I I ( 3. PROVIDE (2) GJ 18 HEADERS OVER ALL WALL OPENINGS I UNLESS OTHERWISE NOTED; STUDS TO BE I G A Southold, New York II ( GAUGE.' S.C.T.M.#I000-55-5-9.I 4. FLOOR DECK TO BE 3/4" WATERPROOF FIRE RESISTANT I I I H PLYWOOD SHEATHING REVISIONS 14-12-2023 REVISED AS PER O I 1 I F � �IT � � ARC COMMENTS �I I 2 I PLANNING COMMENTS IIII I I _ _ _ O PLANNING COMMENTS 0 — ®PLANNING COMMENTS QLLANNING COMMENTS HEADER SCHEDULE 6 - - O SET MARK SIZE # OF FULL HEIGHT 7 4-I2-24 LIGHTING UPDATE H3 ' I) HI STUDS ON EACH SIDE I I . $ 4-24-24 FRAMING UPDATE US-0 - BUILDING Z7 I HI (2) 6J 16 ONE I GJ I G @ I G" O.C. O COMMENTS H2 (2) 8J16 THREE i cJ RR I -O H3 (2) 6J16 TWO _ O I I , o I ; I H4 (2) 12J16 FOUR H1 — I GJ I G 15TUD5 II I 1 I - 6J 6 METAL FRAMING @ 16° @ i G O.C.o.C. I O I ON CENTER (6005200-54). 1 O TYPICAL ALL EXTERIOR WALL I I H55 4"X4"�4" FRAMING I I TUBE COL. I ( P2F rn'• @ 4 O I 1 I( LOCATION5 O H3 I I H1 _ i ( 'O (D I I LINE OF PRE-FAB 3" X 3" CLIP ANGLE 12 -1 BUILDING WALL SEAL co GAUGE TOP AND BOTTOM m _: i . - - — - - - - - - --I- - - - - - - - - — _ H1 HI ICI _ _ I I Al A1gCy — — — — — — — -- — FOR NUMBER OF FULL I I GJ I G @ I G" O.C. grRO� i — — — — — — — — _ — — — HEIGHT STUDS ON EACH - - — - - - - - - - - - - - - - - - - - — - - - - — - - - - — KK SIDE OF OPENING SEE P2 -AHEADER SCHEDULE ;. 4 U O I I ) I I I I -LINE OF ROOF -5ia" I I I I I I I OVERHANG 20 GAUGE 1 1 GT 12 LEDGER O METAL FRAMING I I (D X wi(3)#10 scREws F N� _ I I _W_8- - 18- -bd 8-�c +8- — I_ _ I 13 @ 1 G" O.C. GJIG @ I G" O.C. Copyright 2022.STROMSKI architecture,p.c.All right, CJ RR reserved.The Architect reserves the right to reproduce this 4" nXyry " X IrI4" STEEL ( I P2 a teradesinti n of*in its entirety documents�a violon ation of the New York TU135 LUMN I 1 � NE�DER ELE��-�-� — - = State Education Law.These drawings and specifications are Ef a O l Scale: In." = 11-0� ————— — an instrument of service and are the property of the Architect. I I S-2 O These drawings and specifications are not to be used on any S21—o11 other project,except by written permission of the Architect. V PROJECT NO. 2I-AR049 bTlb TOP AND— SCALE AS NOTED DATE I1/10/2022 BOTTOM DRAWN BY T.D.R. CHECKED BY T.D.R. ' I CANOPY 000E EDAM I NG PLAN i SEE HMDULE R SIRE SCALE: 3/G"= 1 '-0" TITLE I AND PILE FRAMING 4t' ' I� l�lo SCREws P 24 PLAN DETAILS i FRAMING PLAN Scale: 3/Ib" = I'-0" SPACING NOTES S-2 FIRST FLOOR 3 NEADER SECTION SHEET SWIG: P = 1'-0' 5-2 S - 2 I i I I °�� �'•�"`% 3 4 - „ - -- - - - - - - - - - - - - - - - - - - - - - - - If -J �_ architecture, .r. P.O.BOX 1254 JAMESPORT.NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 I I I 1 THOMAS D. REILLY, P.E. 4 mm. s . . . Imo' 11 6T12 CONT @ ( 1) ' —5740 CJ 8T12 CONT (la RR I I I 6J16 STUDS(�16" O.C. I I e—mail: tdrpeOtdrpe.com STL. BEAM BY PREFAB MANUFACTURER (2) #10 !s� L 3"X3"X 12 GAUGE @16" 'n ' X 4" WITH ( �EZZANINE ( I 2-#1D EA.LEG �1 Q ABOVE III (h U I ( Q'LL- H l I I LU z LU z rn DETAIL "X" > DET."Y" SCALE: V4' = 1'-0" _ STL. EAM BY PREFAB MANUFACTURER GJIG@IG" O.C. I I I I � O STUD WALL BELOW Proposed Site Plan For: (GT 12 TRACK T �B) P STEEL F — --l-�-i- 1 12G GAUGE �_-_-----=GT12 CONT_-----N --_-_� f apecOI�1C I I 6JIG EXTERIOR ELOOK DECK eater Sports @ 16" u 12) .144 I I I H l I SS SHEET METAL SCREWS PAF 1=KA M I N G F LA N I I I 1 I I II I DETAIL \( LIGHT GAUGE 5TEEL FRAMING: 5CALE: -Y4' = P-0" 1 . ALL LIGHT GAUGE FRAMING MEMBERS SHALL BE MANUFACTURED BY 'MARINO INDU5TRIE5' or i I I I I APPROVED EQUAL. 1 1 i 1 2. PROVIDE HORIZONTAL BRIDGING @ 4'-0" O.C., VERTICALLY IN ALL LIGHT GAUGE STEEL STUD WALLS IN Hl ACCORDANCE W1 MANUFACTURER'5 RECOMMENDATION. 46770 County Road 48 I 1 I I 3. PROVIDE (2) GJ 18 HEADERS OVER ALL WALL OPENINGS Southold, New York I I I 1 I UNLF55 OTHERWISE NOTED; 5TUD5 TO BE I G GAUGE. S.C.T'.M.#I000-55-5-9.I 4. FLOOR DECK TO BE 3/4" WATERPROOF FIRE RE515TANT PLYWOOD SHEATHING REVISIONS 4-I2-2023 REVISED AS PER I I I I HI I O A C COMMENTS I I I I Q - - PLANNING COMMENTS O5-4-2023 REVISEI) AS PER PLANNING COMMENTS - - - - - - - - - - - - - - - - ®PLANNING COMMENTS ITEVISED AS PER -2023 I I I I S PLANNING COMMENTS HEADER SCHEDULE 6 sET O 912 MARK SIZE # OF FULL HEIGHT , 7 4-I2-24 LIGHTING UPDATE ONA b METAL FRAMING @ Ib" STUDS ON EACH SIDE I 4-24-24 FRAMING UPDATE _ I I I � $ R TE I i ON CENTER (b005200 5�). Hl I O U5-U - 3 IL I G TYPICAL ALL EXTERIOR WALL HI (2) 6J16 ONE i GJ I GC@ I G" O C O_--COMMENTS FRAMING I H2 2 8J16 THREE I ,0 I 1 H3 (2) 6J16 TWO o I I I H4 (2) 12J16 FOUR In O - I I X GJ I G STUDS @I Gil O.C. O I O ',�/ O I I HSS 4"x4"�i+4a I I TUBE COL. 4 � I I HI LOCATION5 O I0I I I I 3 O I LINE OF PRE-FAB 3 X 3 CLIP ANGLE 12 " ' ' - I co BUILDING WALL SEAL GAUGE TOP AND BOTTOM m I I �R RC - - - -- - - - - - - - I i IJL �_ o. FOR NUMBER OF FULL GJ 1 G @ I G" O.C. — _ HEIGHT STUDS ON EACH CJ Kr,SIDE OF OPENING SEE — — — — — — — — HEADER SCHEDULE P2 -: : i — I I I I INE OF ROOF OVERHANG �T �r ' d4 i (gyp GT 12 LEDGER O E X W/(3)#10 5CREW5 I I DET."X" I ( I I I GJ I G @ I G" O.C. Copyright 2022.STROMSKI architecture,p.c.All rights 1 I I I I resed.The Architect reserves the right to reproduce this CJ * RR designrve in its entirety or any portion thereof.Unauthorized P2 alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are 2 HEADER ELEVATION Scale: 1/2' ` 1'--0' ———————— an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any I I I 5-3 _-1 Q 1-011 other project,except by written permission of the Architect. I � V PROJEC,'T NO. 2I-AR049 6T16 TOP AND SCALE AS NOTED DATE I I/I0/2022 I I I I BMOM CANOPY CEO O E E IAA M I N G FLAN DRAWN BY T.D.R. CHECKED BY T.D.R. TITLE I I I I SEE HEADER SCALE: 3/6"= 1 '-0" SCHEDULE FOR SIZE AND PILE - - - - - - - - - - - - _ _I - - FRAMING PLAN, DETAILS #10 5CRE45 @ 24 (Ei3� FIZAI"IING PLAN Scale: 3/16' = 1'-0" SPACING NOTES SECOND FLOOR 14EADER SECTION SHEET 31 Scale: 1' I'-0' S-3