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HomeMy WebLinkAbout51226-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS 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#: 51226 Date: 09/30/2024 Permission is hereby granted to: Vines on Mill LLC 1635 W 22nd St Miami, FL 33140 To: construct a wine production building (no retail and not open to public) as applied for per SCHD & Planning approvals. Premises Located at: 16505 Route 25, Mattituck, NY 11952 SCTM# 115.-2-2.3 Pursuant to application dated 06/26/2024 and approved by the Building Inspector.. To expire on 10/01/2026. Contractors: Required Inspections: Fees: Commercial- New Structure $3,050.00 CO Commercial- New $1.00.00 Total S3,150.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.,scytithoIdtownny-goy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D � qb) 15/PERMIT NO, � Building Inspector: NUN 2 6) ?02 Applications and forms must be filled out in their,entirety. Incomplete applications will not be accepted. 'Where the Applicant is not the owner,an BUMDING DEPT. Owner's Authorization form'(Page 2)shall be completed. TOWN .X SCKMi V Date: 577-7 2- OWNER(S)OF PROPERTY: Name:Vines on Mill Winery SCTM # 1000 115.-02-2.3, 2.4 & 3.2 Project Address: 16505 Route 25, Mattituck Phone#:973-632-7712 Email:chelsea@therosehill.com Mailing Address: 16505 Route 25, Mattituck, NY CONTACT PERSON: Name:Glen Coben Mailing Address:33 East 33rd Street, Suite 906, New York, NY 10016 Phone#:917-509-9040 Email:glen @glenandcompany.com DESIGN PROFESSIONAL INFORMATION: Name:Glen Coben Mailing Address:33 East 33rd Street, Suite 906, New York, NY 10016 Phone#:917-509-9040 Email:glen @glenandcompany.com CONTRACTOR INFORMATION Name:McCloughlin Construction Corp Mailing Address:2221 Montauk Highway, PO Box 817 Bridgehampton, NY Phone#:631-324-2400 Email:jm@mccbuilders.corn DESCRIPTION OF PROPOSED CONSTRUCTION iiii New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $2,500,000.00 Will the lot be re-graded? ®Yes [:]No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Agriculture p p Y Agriculture/Wine production facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO IF YES, PROVIDE A COPY. I W Check Box fter Chapter 236 off the TA wn Code.APPLICATION S HEREBY to the Building Department o'rr the issuance of a Building ow wale wm.. Reading: g P P r Issues as provided by Permit pursuant to the Building Zone Ordinance of the Town of Soutf qld,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alteratioiis 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(print name):Chelsea Frankel ❑Authorized Agent BOWner Signature Applicant: Vhel'se+ Frankel DipiallysigpedbyChelseaFrankel g pp Dwe 2024.0 PO15:se.is. °00' Date: 05/20/2024 STATE OF NEW YORK) SS° COUNTY OF " being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this a jA day of 0 Notary bliic JORDANA GUTMAN PROPERTYEALITHO ) IMPOTARY PUBLIC-STATE OF NEW YORK (Where the applicant is not the owner NO. 02GU6148844 Qualified In New York County My Camnlwlon Expkot July 03, X*D, residing at ., __do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Chelsea Frankel Digitally0240 20�t5h�49�Frankel00' 05/20/2024 Owner's Signature Date Chelsea'"Frankel Print Owner's Name 2 z:10 IS Suffolk County Department of Labor, Licensing Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 09/26/2023 No. HI-69227 SUFFOLK COUNTY Horne Improvement Contractor License This is to certify that James C McLoughlin doing business as McLoughlin Construction Corp having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. NOT VALID WITHOUT Restrictions Additional Businesses DEPARTMENTAL SEAL H 1-GC AND A CURRENT CONSUMER AFFAIRS ID CARD Rosalie Drago Co=issioner tk\ NYSI New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 320065504 MCLOUGHLIN CONSTRUCTION CORP PO BOX 817 , BRIDGEHAMPTON NY 11932 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER VINES ON MILL MCLOUGHLIN CONSTRUCTION CORP TOWN OF SOUTHOLD BUILDING DPT PO BOX 817 TOWN HALL ANNEX 54375 MAIN RD BRIDGEHAMPTON NY 11932 PO BOX 1179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12547140-0 1 164008 08/13/2023 TO 08/13/2024 1/22/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2547140-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JAMES MCLOUGHLIN MCLOUGHLIN CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 20 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY NEW YORK STATE INSURANCE FUND 4 DIRECTOR,INS'U(A�NCE FUND UNDERVWRITING VALIDATION NUMBER: 878097143 U-26.3 Client#: 1156 MCLOCON DATE(MM/DD(YYYY) ACORD.M CERTIFICATE OF LIABILITY INSURANCE 1/22/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER INS'My Commercial SupTorl Edgewood Partners Ins.Center PH N .. . 390 9700 a Ne vv 40 Marcus Drive IL " " � � � �Nxl:r�.-.- 3rd Floor A�aps. NECertItlN INSURER(S) Melville,NY 11747 RER(S)AFFORDINGCOVERAGE NAIC# �w P Loughlin ... _.... __. ._...... ..... ........... INSURER A:Southwest Marine 8 General Ins Co 12294 INSURED I INSURER B 6 Mc Construction Corp. O BOX$17 INSURERC _ INSURER D: Bridgehampton,NY 11932 �"" .... � INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN ADOL,50 ,.. . . (, .n ...... ... .. ... mme �,.,. _.. LA TYPE OF INSURANCE INY WVD GL2023LHB00309 R9/28 023�09/ LIMITS OY EXP ._. D!','N'Y'YYI _ ......,, COMMERCIAL GENERAL LIABILITY 2$12024 EACH OCCURRENCE $1 OOO 000 I TQ RENTEO CLAIMS-MADE 41 OCCUR S 1 000 DOO mm� X BI/PDDed:2,500 MEDEXP(_AnyoneFerson $5000 'f.E PERSONAL 8 ADV INJURY S 11000/000 ,._ ,... .... .m.. GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 52,000,000 PR - POLICY i JECOT EIT LOC PRODUCTS COMP/OP AGG 52 OOO,OOO OTHER $ AUTOMOBILE LIABILITY .... _., COMESNI:OSINGI,IIwIMNT � ., m actwdelpll ...... ..-.......$.... ANY AUTO BODILY INJURY(Per person) $ AUTOS ._m--..,........,_ OWNED i SCHEDULED accident) S AUTOS ONLY BODILY INJURY(Per P�OFE d RAtNA_....�.. _- ......- HIRED .. NON-OWNED GE AUTOS ONLY AUTOS ONLYe„r ...___ A UMBRELLA LIAR IxoccuR EX2023LHB00082 1912812021 0912112024"EACH OCCURRENCE $4 000.00O _. )I( EXCESS LIAB CLAIMS-MADE AGGREGATE 10tk JTE. �... .ER.... .. WORKERS COMPENSATION PER OTH RETC•,NTpONdv�_ I S AND EMPLOYERS LIABILITY ... ANY PROPR�IIETORIPARTNERJEXECUTIVE Y r N E L.EACH ACCIDENT S 43'FFIC�ERtMEMBER EXCLUDED? NIA ... ._._.......... -. .,._.... I A EMPLOYEE $ _........W..._. euada!kary In NH) E L.DISEASE.-E.. V a,describe under yy_a E.L.DISEASE-POLICY LIMIT $ AIns hIiPT1{"N 17F C?P�FpRT1ff1NS,urot6�r�. ...�� �..-_ i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) Certificate holder is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION Town of Southold Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Annex,54375 Main Road PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ©1988-2015 ACORD CORPORATION.All rights reserved, ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S6261887/M5973221 JCA09 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 � � � � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � t, Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD D E C E V E JUN 28 June 4 2024 Ms. Elizabeth Baldwin, Esq. B Ilding Department Esseks, Hefter, Angel, Di Talia & Pasca, LLP fia r�Of SOUtholdl P.O. Box 279 Riverhead, NY 11901 Re: Approval with Conditions - Proposed Site Plan for Vines on Mill Winery Located at 160505 Mill Lane/16555 Main Road, Mattituck SCTM#100 -'1,15 -2-23, 2.4 & 3.2 Zoning District: R-80/AC Dear Ms. Baldwin: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, June 3, 2024: WHEREAS, this application is for the proposed construction of a 5,200-sf. sq. ft. winery with no retail tasting room on a ±1.94-acre parcel (SCTM#1000-115.-2-2.3) in the R-80 Zoning District to be merged with adjacent farmland (SCTM#1000-115.-2-2.4 & 3.2) totaling 49.85-acres with development rights held by Southold Town in the AC Zoning District, Southold; and WHEREAS, on October 23, 2023, Elizabeth Baldwin, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on November 8, 2023, Elizabeth Baldwin, authorized agent, submitted a letter and deed of development rights to provide clarification on the development rights intact area and intent to merge lots; and WHEREAS, on December 7, 2023, the Architectural Review Committee reviewed the proposed project, made design recommendations, and requested review of finish materials which were not presented; and WHEREAS, on December 11, 2023, the application was found to be incomplete as noted in the letter of the same date; and Vines on Mill Wine , Page 2 June 3 2024 WHEREAS, on January 2, 2024, Glen Coben, applicant's architect, submitted corrected plans for review and information missing from initial application; and WHEREAS, on January 30, 2024, Anthony Pasca, applicant's architect, submitted a request to the Southold Town Planning Board to support the issuance of a demolition permit; and WHEREAS, on February 2, 2024, the application was found to be incomplete as noted in the email correspondence of the same date; and WHEREAS, on February 5, 2024 the Southold Town Planning Board did not object to the issuance of a demolition permit in accordance with the submitted demolition plan; and WHEREAS, on February 5, 2024, the Southold Town Planning Board found the application complete for review upon receipt of additional information; and WHEREAS, on February 5, 2024, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the description for 6 NYCRR, §617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of wine production and fermentation facility, including agricultural equipment storage and, therefore, not subject to review because the proposed construction is for an agricultural site; and WHEREAS, on February 5, 2024, the Southold Town Planning Board, supported the request for a waiver of the public hearing at their work session; and WHEREAS, on February 6, 2024, Anthony Pasca, authorized agent, submitted revised plans for review; and WHEREAS, on February 8, 2024, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on February 8, 2024, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; and WHEREAS, on February 15, 2024, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on February 20, 2024, the Southold Town Land Preservation Committee determined the proposed improvements located on the Easement area were not related to agricultural production and were inconsistent with the Easement's terms. Vines on Mill WineN Page 3 June 3 2024 WHEREAS, on March 1, 2024, the Southold Town Fire Marshal reviewed and requested additional information in order to assess fire protection, emergency egress, and emergency access to the site; and WHEREAS, on March 2, 2024, the Suffolk County Water Authority determined that the proposed project would not appear to have any adverse impacts on SCWA's water quality, however felt they had insufficient data to determine effect upon water supplies in Pressure Zone 30; and WHEREAS, on March 5, 2024, 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; and WHEREAS, at a Work Session on March 11, 2024 the Southold Town Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on March 19, 2024, the Southold Town Planning Board sent a letter to the applicant noting required revisions to the Site Plan with additional agency referrals still pending; and WHEREAS, on March 20, 2024 the Mattituck Fire District determined there was adequate fire protection for the site; and WHEREAS, on April 8, 2024, Glen Coben, Applicant's Architect, wrote to the Suffolk County Water Authority with additional details on the proposed project; and WHEREAS, on April 15, 2024, the applicant submitted revised plans and lighting specifications; and WHEREAS, on April 16, 2024, the Southold Town Planning Board distributed the revised plans to the Southold Town Engineer and the Southold Town Fire Marshal for their comments; and WHEREAS, on April 16, 2024, the Southold Town Fire Marshal reviewed and requested additional information in order to assess fire protection, emergency egress, and emergency access to the site; and WHEREAS, on April 16, 2024 the Suffolk County Water Authority determined that the proposed project should not affect SCWA's demand; and WHEREAS, on April 29, 2024, the Southold Town Engineer reviewed the proposed project and determined revisions were required in order for the site plan to meet the minimum requirements of Chapter 236 for Stormwater Management; and Vines on Mill Wine Page 4 June 3, 2024 WHEREAS, on April 29, 2024, the Southold Town Engineer reviewed the proposed project and determined that a Stormwater Pollution Prevention Plan (SWPPP) must be prepared and a State Pollution Discharge Elimination System (SPDES) Permit for Construction Activity from the New York State Department of Environmental Conservation (NYSDEC) must be obtained; and WHEREAS, at their Work Session, held on May 6, 2024, the Southold Town Planning Board reviewed the proposed Site Plan and determined that the remaining requirements to be met were approval from the Suffolk County Department of Health Services, SPDES Permit from NYSDEC, certification of compliance with Chapter 236 Stormwater Management, and final review of the Southold Town Fire Marshal; and WHEREAS, on May 16, 2024, Glen Coben, applicant's architect, submitted corrected plans for review via email; and WHEREAS, on May 20, 2024, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference #C-24-0008 for "General Industrial, Storage, and Single- Family Residence" @ 665 gallons per day; and WHEREAS, on May 23, 2024, the Southold Town Fire Marshal reviewed and requested additional information in order to assess fire protection, emergency egress, and emergency access to the site; and WHEREAS, on May 31, 2024, Glen Coben, applicant's architect, submitted corrected plans for review via email; and WHEREAS, on June 3, 2024, the Southold Town Chief Building Inspector reviewed and certified the proposed winery as a permitted use in the R-80 Zoning District; and WHEREAS, on June 3, 2024, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold 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 "Vines on Mill" prepared by Glen J. Coben, Registered Architect, dated December 1, 2022 and last revised May 23, 2024, and authorizes the Chairman to endorse the plans listed below after conditions "A" through "E" are met: A-000.00 TITLE SITE PLAN A-001.00 SITE PLAN PROPOSED A-111.00 FLOOR ROOF PLAN ELEVATIONS A-112.00 PROPOSED WINERY OFFICE FLOOR PLAN A-113.00 PHOTOMETRIC SHEET 1 DEVELOPMENT RIGHTS PLAN (JOSEPH FISCHETTI, PE.) SHEET 2 DEVELOPMENT RIGHTS PLAN (JOSEPH FISCHETTI, PE.) SHEET 3 SANITARY SITE PLAN (JOSEPH FISCHETTI, PE.) SHEET 4 SANITARY SITE PLAN (JOSEPH FISCHETTI, PE.) SHEET 5 DRAINAGE DESIGN (JOSEPH FISCHETTI, PE.) Vines on Mill Wine Page 5 June 3 2024 Conditions to be fulfilled prior to endorsement of site plan & prior to building hermits being issued: A.'� Obtain a SPDES Construction Permit from the New York State Department of Environmental Conservation (NYSDEC) and provide documentation that the proposed project has obtained SPDES coverage prior to final approval of the site plan. B: Certification from the office of the Town Engineer for compliance with Chapter 236 of the Town Code. Fire access must be found to meet applicable fire code requirements by the Southold Town Fire Marshal. D<� Submit at least five (5) revised site plans with original stamp, seal and signature of the NYS licensed professional preparing the plan. Conditions of Approval (ongoing): 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Preconstruction meetin : preceding the commencement of any clearing or construction on site, a preconstruction meeting shall be coordinated with the Planning Department and Town Engineer prior to any action taken on site. 3. No retail sales or access by the general public permitted. 4. This site is designed and approved for wine production and storage, not as a public tasting room, with a designated area for office and meetings for staff and wine professionals only. 5. All exterior lighting on the property, including lighting on the former residential building, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 6. 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. Note that the sign depicted on the building elevations (Sheet A- 111.00) is for illustration purposes only and does not constitute Planning Board approval of that signage. 7. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. Vines on I'wRliii Winery Page 6 ,dune 3 2024 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. 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. 3. 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. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. 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. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. J=pectfully, H- � James H. Rich III Chairman Encl. cc: Building Dept. w/map Town Engineer w/map 4" Vines on Mill Wine Page 7 June 02 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. Anthony C. Pasca Agent Print name: r Signature: Date: 6/7/2024 v Z —•—r�r unutY r w E R POLE I- W J w 'rL—^n 0 V 0 2 IV) Z W N V7 UQ O� � u; VINES ON MILL o MILL LANE W x k r MATTITUCK, NY o 00 W a o AREA FOR HEALTH DEPARTMENT APPROVAL STAMP O awry Suffolk County Department of Health Services nRE nR Approval for Construction—Other Than Single Family HYDRANT Reference No. C-24-0008 Design Flow„ 665 GPD Uses General Industrial, Stora e, and Sin le Famil Residence These plans have been reviewed for general conformance with Suffolk County Department of Health Services standards, relating to water supply and sewage disposal. Regardless of any omissions, inconsistencies or lack of detail, construction is required to be in accordance with the attached permit conditions and applicable standards, unless specifically waived by the Department. This approval expires 3 years from the approval date,unless extended or renewed. 5/ppro„0/24 val Date ... Rev A wer ..__.._ u Water Line(s) IST Be Inspected By The Suffolk County Department Of Health Services, Call 631-852-8454 To Schedule Inspections 48) Hours In Advance. DRAWN BY: JF /JP EmellNEER'S CERTIFICATIONREQUIRED. SUBMITa ii ! A ! FOR INSTALLATION ! MAY 15, 2024 OF I L SYSTEM SEWAGE �TE FoR FINAL APPROVAL. SCALE: AS NOTED ExCAVATION INISPECTIOAI EQUIRED SHEET NO.- FOR SANITARY SYSTEM Y HEALTHDEPARTMENT // 5 - C? - ,� S 18'33'51" E e 2185.76' M°NUAFNT x 316 / S UP 0 OWNER: 367 1 1 I I 1 1 1 1 1 1 1 , 1 1 , I 1 1 1 1 1 1 33.1 ��'-�--I-��T- �5 8 36=, 30.3 31.1 I 1 1 I I I t I I I I I I I I I I I I 1 1 1 I I I I I I I I I 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 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 1 I 1 I I I ! 1 1 1 / I I ► I l l l l I l l l l l t l l f r l l l l II / 1 I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I 1 1 I 1 I I I I I I I I I I I 1 I 1 I 1 1 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 I I I 1 1 ► I I I I I I I I l I t t r r l l l l l l l l l l l l I 1 1 1 1 1 1 1 1 1 rI egRNF I I I 1 I I I I I 1 I I I I I I I I I I I I I I 1 I I 1 1 I I 1 I I I I I I I I I I I 1 I I I 1 1 I I 1 I 1 I I 1 I I I I I I I I 1 I I I I 1 I I I I 1 I 1 I I I 1 I 1 I I I 1 I I I 1 I I I I I I I I l I t t r I I I I I I I ► 1 1 1 1 1 1 I I I I I I I ► ! 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They may not be used or reused in whole or in part, except in connection with this ill - project, without the prior written consent of Glen and Company. OVER ALL SITE �'� SHEET NOTE Glen Coben Architecture & Design, PLLC. 11! ( ) SCALE: 1:100' c 2023 IIIIIIIIIIIIIIIIII SUBMISSIONS DATE NO. REMARKS `�..ii "- 12.01.2022 1 SITE PLAN UPDATED "'�:, :;,- CLOUD WITH REVISION DELTA 1,11 - -�� = IIIIIIII 04.10.2023 2 PLANNING BOARD i ", 'A ,. 08.15,2023 3 PLANNING BOARD ` � „ , � . , 10.16,2023 4 PLANNING BOARD . i • ,t. ry x •_; ,� "'-- ro e x t , ,.A - - - 11.22.2023 5 BUILDING DEPARTMENT •� NJ41 )' -"I I. =::� �' ��� ; -„t I tea;}v3'h (� 1 X 01.08.2024 6 PLANNING BOARD REVISIONS 644 LIST OF DRAWINGS - ```- _ L-I _` rr 1� f I REFERENCE WITH CIRCLE 01.17.2024 7 ISSUED FOR DOB PERMIT 1 A-XX.O tl =_ l �~���rI T, „V�0,1§, ,I - _ _ _- 02.05.2024 8 PLANNING BOARD MEETING ' I 1{1 �,� � �,�L-- 02.21.2024 9 UPDATED FOR LPC APPROVAL Sheet Number Sheet Title 3 r �ltt �11 , «�,�:t'� ` 02.21.2024 10 ISSUED FOR PRICING :_; �tT rr', 03.21.2024 11 TOWN MEETING A-000.00 TITLE :..:' _ :'•+ .. I { � N DATUM r -:; :_--= » . $$$ tv• �,.: y 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL = ;k•. s ,.T'` +�'• it I y ,, ; .1 , 1 : ,7 04.04.2024 13 ISSUED FOR DOB PERMIT A-001.00 SITE PLAN "' = s , g, --'. .4 t m }r :is• a 'w '��? x ;1 1 "k-"-,r A d.,,,• � 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL :°�-tea_, t,l d .,,c�,.+4,t` O :it a° , )N J'':.� '� - . y, r :� 'Y' v� �L - 04.17.2024 15 100� CD DIMENSION CENTERLINE A-002.00 GENERAL NOTES ICC-ANSI A117,12009 COMPLIANCE i ; •� _ .. ' $ # .. ,tl� I z 04.22.2024 is PLANNING BOARD REVISED FOR APPROVAL �. _ "" a: _ -"' ,,-«u. . ► i. y_, „, )"; ,.,r�:'•_0 <"- «e � .'?^.�. 1 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL A-003.00 ICC-ANSI A117.12009 COMPLIANCE „I - �$ y�' / _ ;„, �R. p ... :• s -.a .,, ,„», �,,,.1,.,-. f'r c � �^• x«�'2 05.22.2024 18 ISSUED FOR DOB PERMIT X . «: • = , .'-..: '- �,,,,4 ""+ .s°� 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL A-004.00 LIFE SAFTY PLAN _ " .r.u• .-, : ' .:<:, .,; �;�, w ._...;.. Y°' 4; .�O ` �` °'M"""�" -1 d` � ' J:U"' 07.25.2024 20 DOB REVIEW COMMENTS `s, j „t'r::•� . -.0 , _.. - �. ALIGN,. •.. -.. : . , "y "- " z t„ µ......:...,_,,,- 08.28.2024 21 DOB REVIEW COMMENTS 2 A-100.00 GROUND&MEZZ FLOOR CONSTRUCITON PLAN ti � . .11� ! h 09.17.2024 22 DOB REVIEW COMMENTS 3 A-110.00 ROOF PLAN « 4 ,.. - -' = _ _- r DOB APPROVAL a' yam? aea<. X4 "\ w ;-f; . ':; wn. - n;, . s..� K' N�. s. - - 09,23.2024 23 - ;. ,�,` ,A : L& .:= •�' �;. . -- ., p:. NOT INCLUDED A-120.00 GROUND FLOOR NIEZZ REFLECTED CEILING PLAN `� 5 ;' , -. e � •. L. $� &, ,,., ;:'` '� R ;� J:,• ,F' `: ... �. �..I . �; - �, IN SCOPE OF WORK ,,.1#,. ' 'fa J�m',Y^ , ,.µ""a•4:,"' '"'$P^"�.w{ a4 B.Iw ,5. ,*. �' �'•' � ,+"�4.' ru,,. .�, ,'t'°, "^v•«.•'fe'r-�^ ,,�;f�i.-,. �ii•r vl_i� S.. f.. .q,. ••9 ' Y`,X `.^K.r„„Kn '• x' t' .. t h .. ,s.. ,nt�....,f'•�A'Ai.;,-`- -1-:0':%• e,R' s1,t,:^' ,c•j,• ,y I C•}. 1-1•_q%. 3Ur 4 ,�,_„yrw.Y A-150.00 GROUND FLOOR MEZZ POWER DATA PLAN ' : - , ., ,���'..: _,-� : �_. - ':"44.1"., .-�� �., .. ,.e ,..... �' ,�1_... .�:.. _. .��:�:_1-.s_ -: . A-200.00 EXTERIOR ELEVATIONS LOCATION PLAN NITS ABBREVIATIONS A-300.00 BUILDING SECTIONS A-401.00 ENLARGED PLAN AND ELEVATIONS- 1ST FLOOR BATHROOM III- A-500.00 DETAILS-WALLS ACOUS. Acoustical CONC. Concrete _EXT. Exterior GALV. Galvanized .0. Masonry Opening ebWt STOR. Storage V.I.F. Verifyin Field s IIIIIIIIIIIIIIIIIIIIIIIIIII 10 ADJ. Adjustable CONSTR. Construction F.A. Fire Alarm G.B. Grab Bar MTD. Mounted ndiu STRL. Structural W, West A-502.00 DETAILS-DOORS AND WINDOWS FENCE L T A.F.F. Above Finish Floor CONT. Continuous F.B. Flat Bar G.C. General Contractor MUL. Mullion RR of Or i SUSP. Suspended W With VINES ON MILL A-504,00 DETAILS-CATWALK AGGR. A re ate CORR. Corridor F.D. Floor-Drain. GL. Glass/glazing N.I.C. Not in Contract F• Reference SYM. Symmetrical W.C. Water Closet AL. Aluminum CTSK. Countersunk FDN. Foundation GND. Ground e. or # Number FR. Refr1gerflto TRD. Tread WD. Wood 16505 MAIN RD A-600.00 SCHEDULES-DOORS WINDOWS AND PARTITION APPROX. Approximate CNTR. Counter F.E. Fire Extinguisher GR. Grade NOM, Nominal Register T.B. Towel Bar W/O Without MATTITUCK, NY 11952 EN-100 ENERGY COMLIANCE ENVELOP ARCH. Architectural CTR. Center F.E.C. Fire Extinguisher Cab GYP. Gypsum N.T.S. Not to Scale NF Rejnfnrce T.C. Top of Curb WP. Waterproof ASB. Asbestos DBL. Double F.H.C. Fire-Hose Cabinet H.B. Home Bid O.A. Overall EQ'D• Ragt� TEL. Telephone WSCT. Wainscot AU BD, Board DEPT. Department H.C. Hollow Cab OBS. Obscure STRUCTURAL FIN_. Finish IJ'D Required TER. Terrazzo WT. Weight S-000 GENERAL STRUCTURAL NOTES BLDG. BuildingD.F. Drinking Fountain ar woo O.C. On Center 9 FL. Floor Resilient T.&G. Tongue and Groove ELEV. Elevator �� ¶� Hardware O.D. Outside Diameter (Dim.) THK. Thick i BILK. Block DET. Detail FLASH. FlashingHDWLRoo EP Electrical Panel S-100 FOUNDATION PLAN BLKG. BlockingDIA. Diameter FLUOR. Fluorescent Hollow Metal is S-100.1 PILE LAYOUT DEVELOPMENT OFF. Office ugh�p�ning T.P. To of Pavement EXIST. Existin I' BM. Beam DIM. Dimension F.O.C. Face of Concrete HORIZ, Horizontal OPNG. Opening South T.P.D. Toilet Paper Dispenser EQUIP. E ul Tent _ q� TITLE 'AL PILE NOTES AND SPECIFICATIONS DEVELPMENTSITE OPP. Opposite S.C. Solid Core T.V. Television MECH. Mechanical S-100.2 RELIC. 9SITE BOT. Bottom DISP, Dispenser F.O.F. Face of Finish our pp S-101 FIRS! FLOOR FRAMING PLAN "� B.T.B. back to back DN. Down F.O.S. Face of StudsHG erg PRCST. Precast S.D. Soap-Dispen-ser T.W. To of Wall MISC. Miscellaneous S-102 MEZZ. FLOOR FRAMING PLAN MILL LN CAB. Cabinet DWR. Drawer FPRF. Fireproof INSUL, Insulation PL. Plate SECT. Section TYR Typical EQ Equal �_ n n error S-103 TIE/BIRACING LAYOUT - C.B. Catch Basin D.O. Door Opening F.S. Full Size P.LAM. Plastic Laminate UNF. Unfinished ��< - ��, PROJECT No: 2121 S-104 ROOF FRAMING PLAN CEM. Cement DR. Door FT. Foot or Feet LAB. LaboratoryPLAS. Plaster S.C.D. Seat Cover Dispenser U.O.N. Unless Otherwise Noted �j� S14J. CO9 hid DRAWING BY: sm CER. Ceramic DWG. Drawings LAM. Laminate PLYWD. Plywood SH. Shelf UR. Urinal G �`'VT Fti �n HK BY: gc S-105 BUILDING SECTIONS NORTF.T. Fire rate Yw �,f,� S-200 FOUNDATION DETAILS C.I. Cast Iron °C G. Footin LAV. Lavatory PR. Pair SCHED. Schedule V.C.T. Vinyl Composition Tile � NO Na E.J. Expansion Join ring-CLG. CeilingP LKR. Locker PT. Point SHR. Shower VERT. Vertical A�oo0 00 S-201 FOUNDATION DETAILS ' A _ �., Elevation ( ■ CLO. Closet urns and Instal LT. Light P.T.D. Paper Towel Dispenser SHT. Sheet VEST, Vestibule S-302 TYPICAL FLOOR FRAMING DETAILS BY WEYERHAEUSER ec rica -ram*" CLR. Clear UT. Future MAX. Maximum P.T.D R Combination Paper Towel SIM. Similar O CADO FILE No: S-400 STEEL DETAILS COL. Column M.C. Medicine Cabinet ��' ?2136 ¢ S-401 TYPICAL FRAMING DETAILS GA. Gauge Q.T. Quarry Tile Fri 1 VINES ON MILL OWNER: 16505 MAIN RD MATTITUCK,VY 11952 BUILDING USE BUILDING FRONT PARKING TAX MAP NO 1000-115-02 2.4 SIZE SF HEIGHT GFA SET BACK REQUIRED PROVIDED DUSTING ZONING: AGRICULTURAL(AC) LOW DENSITY RESIDENTIAL(R-80) EXISTING BLDG EMPLOYEE OFFICE 1,630 2 STORY 1,630 OFFICE(1,200 SF)200SF= 6 DEVELOPMENT LOT AREA: 2.06 ACRES(89733.6 SF) 6 PROPOSED: NEW BLDG:SF 5,200 SF EXISTING BLDG:1,630 SF+2,430 SF EXISTING BLDG STORAGE 60'X39' 2,430 1 STORY 2,430 STORAGE TOTAL 9,260 SF PRODUCTION 1 PER 200SF DESIGN/ARCHITECT: PRODUCTION/FERMEN 50'X110' 5,200 30'-1 STORY 5,200 100, =9(1,800 SF(PRODUCTION 9 9,260/89733.6=10.3%(LOT COVER) NEW BLDG TATI 0 N/STO RAG E AREA)/200 SF) FRONT YARD SET BACK: MIN. 100 FEET FROM RIGHT-OF-WAY NO MORE THAN 60 LINEAR FEET OF CODE 280-50 FRONTAGE ON ONE STREET TOTAL SF COVER LOT260 9,260 TOTAL PARKING PROVIDED 1S ' ' ,IS HEIGHT: MAX.OF 35' GLEN COBEN ARCHITECTURE + DESIGN, PLLC 33 E 33 ST SUITE 906 NEW YORK,NY 10016 TEL:212 689 2779 FAX:212 689 1033 email:glen@glenandcompany.com / CIVIL ENGINEER: PARCELS TO BE MERGED, Of o / JOSEPH FISCHETTI, PE. PROFESSIONAL ENGINEER INTERNAL LOT LINES �TO BE ELIMINATED BOX 616 SOUTHOLD,NY 11971 / 631-795-2954 a 0 FOOTING SHALL BE BUILT 6"AWAY FROM EASEMENT LINE. STRUCTURAL ENGINEER: REFER TO DETAIL DWG. DILANDRO ANDREWS ENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 3 3,9 SOUTHAMPTON,NY 11968 297' 631-259-3959 516.32'36"E X 380.00' OA. EXISTING 32.8 . `.` . . �`. . CRUSH PA 9 `� ��° .`.`. . . . . . .`.`. . . . .`.`. "".`.`."W". .` . .`.`. . . `. .`.`"`. . . . .`.`y". "` . . . . �.` ".` ". 1 UNDER RO F COVER 33,9 �� ` X . . ..`. "`. .`"".`. . .. " . . . . " " " . " ITE.TR .". .` `. . . . " " " MAP[ UTILITY P LE .3 UTILITY CONCREf I / I 1: :34c"+ . .".`.`.`.".`.�RA3S. . ..W. .W"" W. . " ..". " . . .` `. " .`. .""" ` "" POLE . . . . . . 23' DEVELOPMENT OF RIGHTS ARE " " " . . " . . . "`./� `. . .`. of INTACT FOR PORTION OF LOT2.4 I . . . " . . . . " OI - - - - - - - - - - - - I I � � �� y . . . . . . . . ". .`. .`. .. . . . " -n 18.5 ^, . . . . . . . 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". .W. . �` pP. . ` ` / Q used or reused in whole or in part, except in connection with this PRO project without the prior written consent of Glen and Company. UCTION r . .. " .`. . .`"`.""`.". . . .• �. `9` ". . . . ." � O P J P I GRAVEL i \. "` TRASH/ . . .`. .`. . . .`. . . . . . . ` " ...,".` " �W Glen Coben Architecture & Design, PLLC. " - - CONCRETE FER ENTATION o i " Q Q Q' G 2023 .I 50'X110'= I 3a' / 9' TOOLS . . . . . . . . . X " a O ;. 5,20 SF 1 o , �e " . . c� t x Z I �o TYP. — �,. . . . ."""."."."" ".x 31.5"` `. ` o /�� " . . . . . . . . . . . — 6 .,� . . . . " . . � �,�� � . Lc! SUBMISSIONS r'1 0' 2 � 1 \ 3 4.1 o EfEf� E: . .`. . n . . . . I O DATE N0. REMARKS . . . . . X 3 1 33.2 3 - 5 .L REL . . . . . . " " W " . W• "" " / 12.01.2022 i SITE PLAN UPDATED 20 L- - - - - � N "`.`. . .`.".".""""`"`.".". "`. . .".` `. .`.`.".`. .`. . . .`" 04.10.2023 2 PLANNING BOARD // 35,0 x 0815.2023 3 PLANNING BOARD P. ��. ,•—9 .. .`. GRASS . �q Z 1016.2023 4 PLANNING BOARD % 11.22.2023 5 BUILDING DEPARTMENT x 33,51 : ."`. I 4 TYP . .` -..W -W-.-W ` """-. .- 01.08.2024 6 SSUEDNG BOARD FOR DOB PERMIT 01.17.2024 7 " •"".`. ` . .`. .`. .`.`. . .`. . . .. . ` ` ./ O 02.05.2024 8 PLANNING BOARD MEETING 5 XL1 . N " ` • " . " " " `•`- .""`.` % �( UTILITY ,ISSUED FOR PRICING . .`.` I .. SITE Tf?E 02.21.2024 s / 1 2 1 1 1 0 9 O'" 23,. .". .. " .C `• B0 (0) 02.21.2024 10 r_ x ` — — �� iC TC Ir 03.21.2024 11 TOWN MEETING — g 7 �; W �y . POLE 03.29.2 4 1 PLANNING BOARD REVISED FOR APPROVAL CONCRETE GRASS i3i x. 02 2 / 3L 9 04.04.2024 13 ISSUED FOR DOB PERMIT FIRE APPARATUS ACCESS ROADS E PAVER AND " `- I � b_ s " ` ` " . . O " � � 23 ? s, 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL SHALL BE PROVIDED AND I •.`. .`. . " ."�`.+. . . . "".` ."." . .. ` '� DRIVE OVER " `' ` ` . . 04.17.2024 15 100% CD E 05.16.2024 16 PLANNING BOARD REVISED FOR APPROVAL MAINTAINED IN ACCORDANCE WITH �' r _ jt:: . . CURB a " 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL SECTIONS 503.'1.1 THROUGH 503.1.3 .`"`.`. ` ` ` " ' " .'GRASSAR cn 05.22.2024 18 ISSUED FOR DOB PERMIT "• •`• . . " • ."• • ." `.`. Q 05,23,2024 19 PLANNING BOARD REVISED FOR APPROVAL 33.1`. x` .�. x 3 - y eoR, Q} AR A .,. ." .'_ a q _R " T`` ` 07.25.2024 20 DOB REVIEW COMMENTS x . `.a. �I A�` .`. .`.`.`. .`.`" . .`"` . .".`.".` `, 4(� Q" �^�' 08.28.2024 21 DOB REVIEW COMMENTS 2 C, 09.17.2024 22 DOB REVIEW COMMENTS 3 ENE . . . . q . . . . " . �] " " ,y��.�y��''•�`(� :Y " " " " W " 09.23.2024 23 DOB APPROVAL x3 . . . " � . ."" " . TE` E . . .� " `. `.`.".`.`. . . . . .. . . . . .".`. . .` 0. .`.`. . . . . . . . . . . . . . " . . . . ,GRAVEL `. ". . . . . . . . . " . . . . . . . . . . . . . . . . . . . . . . ". . . .`. . . . . . . . . It DOB BSCAN: .`.".`.`.` W`.`. . . . .`. .. W. `. . W. . . 4".`.�". W` ` ". . ` `. . .`.`.` ` `W " ". . 1 . . .` .`. W . . .`W" . . `. `.`. . .`. . . . W .GRASS.. " . . . . . . .. .. . " . . . . . . . .`.".".".`.""".`.` "`.". . . . . . . . " ` .".`. . " . . . .•. . . " ." . .`. o �. . 5. o) ..&�N GE- x r R S . . . . .`. T .` .`.`. . P I CAI. `� ,5` .". . TR " .. .".".`. .. " . 00 " " . . . . " `. . .".". .N .. . . .`. I AY`B12C -MAPLE AY"`. .`. .`. .". . .`.`.`.`.`.`.� ".`. . . . , 30 ". . . .`.`. .. . . ` ." . ".`.`"`.`.`"".`.'. . . . . . . . . . . . " . . . . " . . . . . " " . . . " . �. . . . '�� . `.". . .`. . .`. . . . . . . . . VINES ON MILL CATCH 16505 MAIN RD ` ` pXYv . MATTITUCK NY 11952 . .". . . :`. .. . ` " : :"W`.": : - "_. �`_ . . . . . : := ` _ _ . . . . . .. . . . . .`. . . . . . . . . " . . :": :`:`:` . . . . . . : . : . . BASIN CD . 16°W 2'36'.`l� .".`.`.".`.`. .MONUMENT 0 100 SHEETTITI.E EDGE OF PAVEMENT ` FIRE HOSE „ EDGE OF PAVEMENT SITE PLAN ASPHALT APPK�N 156'-10 .. , MILL LANE b , EDGE OF PAVEMENT UTILITY POLE SCALE: I fy PROJECT No: 2121 ` S C A L E. 1 "-- 20' — 2 0' �� G\-V-N_c��FI /�� DRAWING BY: sm CHK BY: gc Y 30,4 PROPOSED SITE PLAN GRATE �- A-001.00 1 SCALE:1"=20' FIRE T� 22136 ��� CADO FILE No: HYDRANT O tqG�`� BUILDING CODE NOTES GENERAL NOTES GENERAL NOTES (CONT-) ICC/ANSI A117.1 2009 COMPLIANCE OWNER: I. MIT UUIN UL: APPLICABLE CODES A. DEBRIS, DIRT & DUST TO BE KEPT TO A MINIMUM AND BE CONFINED TO A MINIMUM AND BE 32. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN 12 min CONFIRMED TO THE IMMEDIATE CONSTRUCTION AREA. THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE 12"min. X 1. THE STATE OF NEW YORK BUILDING CODE 2020 INCLUDING LATEST UPDATES 2. NEW YORK STATE ENERGY CONSERVATION CODE 2020 INCLUDING LATEST UPDATES B. CONTRACTOR TO KEEP SITE BROOM SWEPT DAILY, TO AVOID ANY EXCESS ACCUMULATION AND CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE OF WORK EXCEPT FOR ITEMS 3. ACCESSIBILITY ANSI A117.1-2009 ED & ADA PROVIDE SAFETY SPECIFICALLY NOTED. 12m1_ 4. THE STATE OF NEW YORK FIRE CODE 2020 INCLUDING LATEST UPDATES 1/?=In 5. THE STATE OF NEW YORK PLUMBING CODE 2020 INCLUDING LATEST UPDATES 2. CONTRACTOR SHALL ERECT PROTECTIVE SNOW FENCE AROUND CONSTRUCTION SITE TO PREVENT 33. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER X UNWARRANTED ACCESS IF REQUIRED. REASONS, UNENFORCEABLE, SUCH UNINFORCABILITY SHA-L NOT EXTEND TO THE REMAINDER OF Note=treadd D PROJECT SCOPE THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. depth THE PROJECT CONSISTS OF 3. THE GENERAL CONTRACTOR/CM SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE I F] DESIGN/ARCHITECT: DEMOLITION OF EXISTING STRUCTURE AT THE SITE. PERFORMANCE OF THIS WORK AND PAY ALL FEES IN CONNECTION THERE WITH. THE CONTRACTOR 34. THROUGHOUT THE DURATION OF THE PROJECT REFRAIN FROM ACTIONS THAT COULD LEAD ._,r SHALL ARRANGE FOR THE DEPARTMENT OF BUILDING INSPECTIONS AND SHALL OBTAIN SIGNS-OFFS TO THE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, CONSTRUCT ONE STORY NEW WINE PRODUCTION FACILITY AND STORAGE SPACE, AND RELATED SITE WORK. REQUIRED. CONTRACTOR TO OBTAIN ALL REQUIRED SIGN-OFFS REQUIRED FOR BOTH TEMPORARY SERVICE EQUIPMENT OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER GOVERNING - CONSTRUCTION CLASSIFICATIONS: TYPE 11B SPRINKLER NO AND FINAL CERTIFICATION OF OCCUPANCY. LAWS AND REGULATIONS UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN BE SHOWN. ..''' ( ) ' Figure 505.10.2 Figure 505.10,3 Figure 505,10.1 OCCUPANCY : F-1 AND S-1 APPROVAL FOR PAYMENT SHALL BE CONTINGENT UPON THE CONTRACTORS OBTAINING AND Top Handrail Extensions at Stairs Bottom Handrail Extensions at Stairs Top and Bottom Handrail Extensions at Ramps 4. THE CM/GC SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. HEIGHT AND AREA : 30' H 1-STORY 4,500 SF CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE PER BC TABLE 504.3 AND 504.4 WORK. FAILURE TO NOTIFY ARCHITECT WILL NOT RELIEVE CONTRACTOR OF RESPONSIBILITY TO 35. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FIELD CONDITIONS to 6-1/4• Perlroet�' max. ALLOWABLE HEIGHT ACTUAL HEIGHT PERFORM THE WORK INTENDED BY THE CONTRACT DOCUMENTS. THE CM/GC SHALL CORRECT ANY AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE 717- All- AND ALL WORK ARISING FORM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER E F-1/S--1 55' HIGH/2 STORY 30' H 1-STORY OF THE ARCHITECT. COORDINATION ISSUES, THE CONTRACTOR SHALL SUBMIT THEM, IN WRITING, TO THE ARCHITECT i GLEN COBEN PER BC TABLE 506.2 AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE j ARCHITECTURE + DESIGN, PLLC 5. FLOORS, WALLS AND CEILING SURFACES SHALL BE PATCHED AS REQUIRED PRIOR TO APPLYING PROCEEDING WITH WORK IN QUESTION, OR RELATED WORK. 33 E 33 ST SUITE 906 NEW YORK,NY 10016 ALLOWABLE AREA ACTUAL AREA ANY FINISHED MATERIALS. �� FAX:212 689 1033 11,500 SF GROUND FLOOR 3,680 SF WINE PRODUCTION 2,385 SF 36. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, FEDERAL ( ) email:glen@glenandcompany.com ( STORAGE 95 SF 6. CONTRACTORS SHALL NOTIFY ARCHITECT OF ALL CASES WHERE PIPING DUCTWORK, STRUCTURE, CODES, MANUFACTURER'S RECOMMENDATIONS, TRADE AND REFERENCE STANDARDS INCLUDING BUT a b) (c) OFFICE 100 SF ETC. IS IN CONFLICT OR WOULD FALL BELOW FINISHED OR EXPOSED CEILING AS INDICATED PRIOR NOT LIMITED TO: UBC, SEISMIC CODES, NEC, NFPA, ASMC, UMC, LATEST ENFORCED EDITIONS. circular non circular non circular CIVIL ENGINEER: BARREL ROOM 1,100 SF TO INSTALLATION. CM TO SOFFIT AROUND OBSTRUCTIONS AS DIRECTED IF REQUIRED Figure 505.7 Handrail Cross Section 37. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS JOSEPH FISCHE-M, PE. OCCUPANT LOAD : PER TABLE BC TABLE 1004.5 7. WHERE HEATING, PLUMBING & ELECTRICAL PIPES ARE CONCEALED IN HUNG OR FURRED CEILING, AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN PROFESSIONAL ENGINEER THESE CEILINGS SHALL NOT BE BUILT UNTIL HEATING AND PLUMBING LINES HAVE BEEN TESTED AND SPECIFICATIONS SHALL GOVERN OVER ALL. 1'/2 min 13OX616 OUTHOLD,NY 11971 FUNCTION SPACE OCCUPANT LOAD FACTOR INSULATED co 38. CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND 2M ACCESSORY STORAGE AREAS MECHANICAL EQUIPMENT ROOM 300 GROSS 8. ALL MECHANICAL, PLUMBING AND ELECTRICAL LINES AND DUCTS SHALL BE ENCLOSED IN FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. M INDUSTRIAL AREAS 100 GROSS GYPSUM WALL BOARD SOFFITS, CHASES OR SHAFTS UNLESS SPECIFICALLY SHOWN ENCLOSED IN SOME OTHER MANNER 39. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. {1 M STRUCTURAL ENGINEER: BUSINESS AREA 150 GROSS WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED 9. ALL WALLS RECEIVE " CEMENTITIOUS WALL BOARD ALL OTHER WALL SURFACES IN WET AREAS UPON INFORMATION SUBMITTED BY THE CONTRACTOR. _� ---1 DILANDRO ANDREWS GROUND FLOOR WINE PRODUCTION 2,385 SF/100 =23 TO RECEIVE J" WATER RESISTANT GYPSUM BOARD (a) (b) ENGINEERING, PLLC OFFICE 100 SF/150=1 40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL 158 COUNTY RD 39 SUITE 10 BARREL ROOM + STORAGE 1,195 SF/300=4 10. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. ALL DIMENSIONS ARE TO BE TRADES UNDER HIS JURISDICTION. stairs ramps Figure 505.5 SOUTHAMPTON,NY 11968 g 831-259-3959 TOTAL: 28 (ALLOWABLE) VERIFIED PRIOR TO BEGINNING WORK BY RESPECTIVE CONTRACTORS. DIMENSIONAL DISCREPANCIES 42. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE Figure 505.4 Handrail Height Handrail Clearance ARE TO BE CALLED TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION. ALL DIMENSIONS ARE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN NOMINAL. DIMENSIONS ARE GIVEN TO THE FACE OF FINISHED GYPSUM WALL BOARD AT FURRING AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 505.2 Location. Handrails shall be provided on both sides of stairs and ramps. PARTITIONS. ELEVATIONS ARE GIVEN TO THE TOP OF FINISHED FLOOR. 505.3 Continuity, Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg FIRE RESISTANCE REQUIREMENT FOR BUILDING ELEMENTS: PER TABLE 601 AND 602 FOR TYPE IIB 41. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY stairs or ramps shall be continuous between flights or runs. Other handrails shall comply with Sections 505.10 and 307. STRUCTURAL FRAME 0 HRS 11, SIZE AND LOCATION OF ALL REQUIRED CONCRETE PADS FOR TANKS, PUMPS OR FOR OTHER AND FREE OF VIBRATION, 505A Height, Top of gripping surfaces of handrails shall be 34" minimum and 38" maximum vertically above stair nosings and ramp surfaces. BEARING WALLS EQUIPMENT SHALL BE VERIFIED WITH HEATING AND PLUMBING CONTRACTOR PRIOR TO PLACEMENT Handrails shall be at a consistent height above stair nosings and ramp surfaces. EXTERIOR 0 HRS OF CONCRETE 42. UPON NOTIFICATION OF COMPLETION OF THE WORK AND DELIVERY OF THE CONTRACTOR'S 505.5 Clearance. Clear space between handrail and wall shall be 1-Y" minimum. INTERIOR 0 HRS PUNCH LIST, THE ARCHITECT SHALL PREPARE A PUNCH-LIST OF CORRECTIONS, UNSATISFACTORY 505.6 Gripping Surface, Gripping surfaces shall be continuous, without interruption by newell posts, or other construction elements or obstructions. NON-BEARING EXTERIOR WALLS AND PARTITIONS 0 HRS 12. STRUCTURAL ENGINEERS DRAWINGS AND NOTES SHALL BE USED FOR ALL STRUCTURAL WORK. AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE COMPLETION OF 505.7 Cross Section. Handrails shall have a circular cross-section with an outside diameter of 1-Y4" minimum and 2" maximum, or shall provide NON-BEARING INTERIOR WALLS AND PARTITIONS 0 HRS equivalent grospability complying with section 505.7.1. FLOOR CONSTRUCTION 0 HRSTHESE ITEMS UNDER THE TERMS OF THE OWN ER/CONTRACTOR AGREEMENT.13. FIRE STOP ALL FURRED OUT SPACES AT PIPES 505.7.1 Non-Circular Cross Sections. Handrails with other shapes shall be permitted provided they have a perimeter dimension of 4" ROOF CONSTRUCTION 0 HRS minimum and 6-Y" maximum, and provided their largest cross-section dimension is 2-Y" maximum, 43. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT P g MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES: PER TABLE 403.1 14, MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally 12" minimum beyond the top and bottom of ramp runs, Such USE WATER CLOSET LAVATORIES ANY PART OF THE WORK SHALL BE INCLUDED AS IF IT WERE INDICATED IN THE DRAWING AT NO PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS, U.O.N. extension shall returnto a wall, ruard, or the walkingsurface, or shall be continuous to the handrail of an adjacent ramp run. GROUP ADDITIONAL COST 505.10.2 Top Extensions at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12,> minimum, beginning REQUIRED REQUIRED 44. THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF directly above the first riser nosing. Such extenson shall return to a wall, guard or the walking surface, or shall be continuous to the NORTH F-1 1 PER 100 EACH GENDER 1 PER 200 15. CM/GC SHALL LAYOUT & PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE handrail of an adjacent stair flight. FOR THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the sloe of the stair flight for a distance equal to S-'I 1 PER 100 EACH GENDER 1 PER 200 ELECTRICAL, etc. 9 � P 9 q PROVIC)ED 2 2 MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. one tread depth beyond the last riser nosing. Such extension shall continue with a horizontal extensionor shall be continuous to the handrail 16. CONTRACTOR SHALL DO ALL REQUIRED CUTTING, PATCHING AND REPAIRING AS REQUIRED TO of an adjacent stair flight, or shall return to a wall, guard or the walking surface. If provided at the bottom of a stair flight, a horizontal PERFORM ALL OF THE DRAWINGS AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE extension of a handrail shall be 12" long, minimum, and a height equal to that of the sloping portion of the handrail, as measured above the JOB. 45. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO stair nosings. Such extension shall return to a wall, guard or the walking surface, or shall be continuous to the handrail of an adjacent stair All legal rights including, but not limited to, copyright and design ANY TENANT IN THE BUILDING. AVOID CONFLICT AND INTERFERENCE WITH NORMAL BUILDING flight. patent rights, in the designs, arrangements and plans shown on this OPERATIONS BY COMPLYING WITH THE BUILDING'S REGULATIONS REGARDING SCHEDULING AND USE document are the property of Glen Coben Architecture &Design PLLC, 1. APPLICATION IS HEREBY MADE FOR THE APPROVAL OF ARCHITECTURAL PLANS & SPECIFICATIONS TO PREMISES HEREIN 17. CONTRACTOR SHALL NOT INSTALL WORK WITHOUT APPROVED SHOP DRAWINGS. SHOULD OF ELEVATORS AND LOADING DOCKS FOR DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT, AND and were developed for use solely ar this ex eptP t in connection connecon with ey may not be this CONTRACTOR PROCEED WITHOUT SUBMITTALS & APPROVALS ANY COST INCURRED TO CORRECT used or reused in whole or in DESCRIBED DEBRIS. project, without the prior written consent of Glen and Company. SHALL BE THE RESPONSIBILITY OF THE CM/GC 505 Handrails Glen Coben Architecture & Design, PLLC. 2. THIS APPLICATION TO COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEWS YORK 2020, INCLUDING PROGRESS MEETINGS c 2023 ALL RULES AND REGULATIONS. 18. CONTRACTORS TO SUBMIT SHOP DRAWINGS FOR ARCHITECTS APPROVAL FOR ALL MATERIALS GENERAL AND EQUIPMENT. PROVIDE SAMPLES MANUFACTURES LITERATURE AND CUT SHEETS REQUIRED FOR GC SHALL CONDUCT PROGRESS MEETINGS AT THE PROJECT SITE AT WEEKLY INTERVALS. NOTIFY THE radius'/z 30 SUBMISSIONS 3. TRAVEL DISTANCES WILL MEET TABLE 1017.2 AND SHALL NOT EXCEED DISTANCES GIVEN IN TABLE 1017.2 APPROVAL. PROVIDE A MINIMUM OF FOUR(4) SETS. OWNER AND ARCHITECT OF SCHEDULED MEETING DATES. COORDINATE DATES OF MEETINGS WITH max max DATE NO. REMARKS 200' FT MAX WITHOUT SPRINKLER PREPARATION OF THE PAYMENT REQUEST. 19. PROVIDE SHOP DRAWINGS AND SAMPLES OF ALL FINISHES REVISE THE CONSTRUCTION SCHEDULE AFTER EACH PROGRESS MEETING WHERE REVISIONS TO THE 04,10.2023 1 SITE PLANNING PLAN-UPDATED D 4. DOOR ASSEMBLIES AND OPENINGS IN FIRE-SEPARATIONS SHALL BE IN ACCORDANCE WITH SUBCHAPTER 7, SECTION BC 715 04.10.2023 2 PLANNING BOARD A. FIRE RATED ASSEMBLIES SHALL HAVE WELDED BUCK OR BE THE KNOCK-DOWN TYPE WITH SCREW LOCK CORNERS. SCHEDULE HAVE BEEN MADE OR RECOGNIZED. ISSUE THE REVISED SCHEDULE CONCURRENTLY WITH 08.15.2023 3 PLANNING BOARD B. 1 HOUR FIRE RATED WALLS SHALL- HAVE 3/4 HOUR F.P.S.C. DOORS. 20. SHAFT ENCLOSURES SHALL BE CONSTRUCTED OF MATERIALS HAVING A FIRE RESISTANCE THE REPORT OF EACH MEETING. 10.16.2023 4 PLANNING BOARD C. 2 HOUR FIRE RATED WALLS SHALT_ HAVE 1 1 2 HOUR F.P.S.C. DOORS. RATING OF 2 HOURS. / SUBMITTALS (a) Verticle Riser (d) Angled Riser 11.22.2023 5 BUILDING DEPARTMENT01.08.2024 6 PLANNING BOARD REVISIONS 5. ALL WOOD AND WOOD BLOCKING SHALL BE FIRE RETARDANT. 21. FURRING AT THE PIPES & SIMILAR SPACES UNLESS OTHERWISE SHOWN WILL BE DONE WITH 1 j" SUBMITTAL PROCEDURES 01.17.2024 7 ISSUED FOR DOB PERMIT STEEL STUDS SPACE 16' O.C. FACES WITH 1j" DRYWALL. 1'/2max 1'%max 02.05.2024 8 PLANNING BOARD MEETING 6. EN11RE FLOOR TO BE MECHANICALLY VENTILATED AS PER THE CODE, AT THE TIME OF EACH SUBMISSION, THE CONTRACTOR SHALL GIVE THE ARCHITECT SPECIFIC WRITTEN 11' min. 02.21.2024 9 UPDATED FOR LPC APPROVAL 22. ALL FURRED OUT SPACES AT PIPES WILL BE FIRE-STOPPED AT FLOORS AND ROOF NOTICE OF EACH VARIATION THAT THE SUBMITTAL HAS FROM THE CONTRACT DOCUMENTS. 02.21.2024 10 ISSUED FOR PRICING 7. ALL EXIT SIGNS TO COMPLY WITH SECTION BC; 101 03_21.2024 11 TOWN MEETING DELIVER SUBMITTALS VIA COURIER SERVICE, HAND CONVEYANCE, POSTAGE PAID EXPRESS MAIL, 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 8. ALL MATERIALS, ASSEMBLIES, FORMS, METHODS OF CONSTRUCTION, AND SERVICES EQUIPMENT SHALL MEET THE FOLLOWING 23. ALL PAVED WALKS, SURFACES WILL BE DRAINED ADEQUATELY WITHIN THE SITE. UNITED PARCEL SERVICE OR OTHER TIMELY PRE-PAID DELIVERY. 04.04.2024 13 ISSUED FOR DOB PERMIT DELIVERY TIME IS PART OF THE REVIEW AND REVISION PERIOD FOR THE CONTRACTOR OR ARCHITECT _curved , _beveled REQUIREMENTS: I 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL INITIATING THE DELIVERY. A. IS ACCEPTABLE FOR USE BY THE BUILDING CODE 24. ALL PAVED WALKS, SURFACES WILL NOT EXCEED A PITCH OF 1" PER FOOT. WALK'S AT d 04.17.2024 15 100% CD B. HAS BEEN ACCEPTED FOR USE BY M.E.A. UNDER TEST METHODS APPROVED BY THE COMMISSION OF BUILDINGS. BUILDING ENTRANCES TO HAVE A GRADE OF 4% SLOPE. STREET SIDEWALKS WILL BE 3% IF RAMPS CHARGES IN CONNECTION WITH THE DELIVERY OF SUBMITTALS TO ARCHITECT OFFICE OR WHERE (b) Curved Nosing (c) Beveled Riser 04.22.2024 16 PLANIING BOARD REVISED FOR APPROVAL ARE REQUIRED, PROVIDE WITH NON-SKID SURFACE. DIRECTED BY THE ARCHITECT SHALL WILL PAID BY THE CONTRACTOR. C. HAS BEEN APPROVED FOR USE BY THE BOARD OF STANDARDS & APPEALS. o5.1s.2o24 n PLANI1iNc BOARD REVISED FOR APPROVAL SUBMITTALS RECEIVED AFTER 3PM WILL BE LOGGED IN AND CONSIDERED RECEIVED BY THE NEXT 9. ALL INTERIOR FINISHES SHALL FULLY COMPLY' WITH THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE CHAPTER 8 BUSINESS DAY. Figure 504.5 Stair Nosings Figure 504.2 Treads and Risers for Accessible Stairways 05.22.2024 18 ISSUED FOR DOB PERMIT 25. SIDEWALK CONSTRUCTION TO COMPLY WITH SPECIFICATIONS OF LOCAL AUTHORITY. 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL REGARDING FLAME SPREAD RATINGS, SMOKE DENSITY, TOXICITY, ETC. SUBMITTALS GOING TO THE ARCHITECT'S CONSULTANTS SHALL BE SENT DIRECTLY TO THE 07.25.2024 20 DOB REVIEW COMMENTS RESPECTIVE CONSULTANT WITH A COPY OF THE TRANSMITTAL TO THE ARCHITECT. ARCHITECT SHALL 08,28.2024 21 DOB REVIEW COMMENTS 2 26. PROVIDE FINAL PROPERTY SURVEY TO BE FILED. DETERMINE WHICH CONSULTANTS SHALL RECEIVE DIRECT SUBMITTALS, ALLOW 5 WORKING DAYS FOR 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread depth. Risers shall be 4 high minimum and 10. SUSPENDED CEILINGS SHALL COMPLY WITH CLASS 'I' FIREPROOF BUILDINGS. HANGERS, CHANNELS AND CROSSBARS SHALL BE o9.17.2024 22 Doe REVIEW COMMENTS 3 METAL. CEILING TILES SHALL BE FIRE RESISTIVE OR RATED AS REQUIRED. THE ARCHITECTS'S AND CONSULTANTS REVIEW. IF AN INTERMEDIATE SUBMITTAL IS INDICATED, 7" maximum. Treads shall be 11" deep minimum, measured from riser to riser. (Fig. 504.2) 27. ALL SEPARATE APPLICATIONS REQUIRED SHALL BE FILED BY THE GC/CM PROCESS THE SAME AS T HE INITIAL SUBMITTAL. 504.3 Open Risers, Open risers shall not be permitted. 09.23.2024 23 DOB APPROVAL 11. THE SPACE AROUND PIPES, DUCTS, ETC., PENETRATING RATED WALLS, SHALL NOT EXCEED 1/2" AND SHALL BE PACED SOLID IF MORE THAN TWO REVIEWS ARE UTILIZED THE CONTRACTOR SHALL MEET WITH THE ARCHITECT TO 504.4 Tread Surface. Stair treads shall comply with Section 302. WITH MINERAL WOOL OR AN APPROVED EQUAL MATERIAL AND BE CLOSED OFF BY CLOSE FITTING METAL ESCUTCHEONS ON BOTH 28. CONTRACTOR OPERATIONS CONFINED TO NORMAL WORKING HOURS 8AM-5PM MONDAY DISCUSS THE SUBMISSION AND CLARIFY WHAT THE PROBLEMS ARE AND WHAT IS NECESSARY TO 504.5 Nosings, The radius of curvature at the leading edge of the tread shall be Y maximum. Nosings that project beyond risers shall have the SIDES OF THE PARTITION AS REQUIRED BY THE BUILDING CODE. THROUGH FRIDAY EXCEPT LEGAL HOLIDAYS ACHIEVE A FINAL REVIEW IN 5 WORKING DAYS. underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30' maximum from vertical. DOB BSCAN' The permitted projection of the nosing shall be 1-Y' maximum beyond the tread below. ' 29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE SHOP DRAWINGS & PRODUCT DATA PROCEDURES 504.6 Handrails. Stairs shall have handrails complying with Section 505. WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. SHOP DRAWINGS REQUIREMENTS: UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND SHOP DRAWINGS SHALL ALLOW DESIGN, MATERIAL (KIND, THICKNESS AND FINISH), DIMENSIONS, 504 Stairways APPROPRIATELY OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, CONNECTIONS, AND OTHER DETAILS TO INSURE THAT THEY ACCURATELY INTERPRET CONTRACT AND ALL INCIDENTAL, ACCESSORY, AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A DRAWINGS AND SPECIFICATIONS AND ALSO SHOW ADJOINING WORK IN DETAIL TO PROVIDE COMPLETE AND FINISHED ASSEMBLY. CONNECTION WITH SAME. SHOP DRAWINGS SHALL BE NUMBERED CONSECUTIVELY AND SHALL BE UNIFORM IN SIZE. VINES ON MILL _30. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS i OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO SAMPLE PROCEDURES DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK SAMPLES SHALL BE SUBMITTED FROM THE SAME SOURCE WHICH WILL SUPPLY THE ACTUAL JOB. 16505 MAIN RD REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK SAMPLES SHALL BE OF ADEQUATE SIZE TO SHOW QUALITY, TYPE, COLOR, RANGE, FINISH, TEXTURE j MATTITUCK, NY 11952 CONFORMING WITH THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, AND OTHER SPECIFIED CHARACTERISTICS. _ E E CD SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. y, 48 min 00 24 max 24 max 31. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF CONSTRUCTION ITEMS DENOTED IN THE CONSTRUCTION DOCUMENTS SHALL BE INDICATED TO SCALE, IN CONTRASTING - M TTLE INK ON THE DRAWINGS FOR ALL RUNS OF MECHANICAL, SPRINKLER, PLUMBING AND ELECTRICAL I WORK; INCLUDING SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON 01 GENERAL NOTES COMPLETION OF THE PROJECT THE ARCHITECT WILL PROVIDE THE CONTRACTOR W/ A EN coO 0 4, REPRODUCIBLE SET OF ORIGINAL DOCUMENTS FOR "AS-BUILT" DOCUMENTATION. THIS SET M M M ICC-ANSI A117.12009 SHALL BE CONSPICUOUSLY MARKED "AS-BUILTS" AND DELIVERED TO THE ARCHITECT. COMPLIANCE 42 min 42 min 36 min 36 min Figure 403.5 Al PROJECT No: 2121 Clear Width of an Accessible Route c�e� �� DRAWING BY: sm X<48; X<48; �n� HK BY: gc (a) (b) y `, WG Na 180 degree turn 180 degree turn Figure 403.5.1 (Exception) - A-002■00 Clear Width at 180' Turn �O�' I'`�EvN~� CADO FILE No: 403.5 Clear Width of an Accessible Route ICC/ANSI Al 17.1 2009 COMPLIANCE CONTINUED OWNER: - - - - - - - - --- -Mi ol�l - - - - - - - --- Where both closer and latch are provided 60' m 1 n 7 __T_ - - - A C 7 7 F I 4> 22 min E 18 min 12 min* X 9 M C14 9 E DESIGN ARCHITECT: 00 __J J (b) Pocket or Hinge Approach ❑(a) Front Approach T_ E (a) Front Approach, Pull Side (b) Front pproach, PushS Side 17 min 11 min F - - - - - - - - - Figure 308.2.1 (a) Circular Unobstructed Forward Reach Figure 306.2 Figure 306.3 Toe Clearance Knee Clearance 60 min E 24 min F_ 306 Knee & Toe Clearance - - - - - - - - - 7 IT GLEN COBEN' 20 max >20-25 max ARCHITECTURE + DESIGN, PLLC 905.1 General.Accessible storage facilities shall comp(y with 33 E 33 ST SUITE 906 NEW YORK,NY 10016 Section 905. TEL:212 689 2779 n E FAX:212 689 1033 E E I E El 905.2 Clear Floor or Ground Space.A clear floor or ground space email:glen@glenandcompany.com 36 min 42 min I Cl) complying with Section 305 shall be provided, (c) Stop or Latch Approach E 905.3 Height.Accessible storage areas shalt compty with at CIVIL ENGINEER: Co _J (D least one of the reach ranges specified in Section 306. Figure 404.2.3.3 -- Maneuvering Clearances at Sliding E X and Folding Doors [.U- _J co to 24 min 905.4 Operable Parts.Operable parts of storage f acitities shall, E comply with Section 309,4 JOSEPH FISCHETTI, PE. PROFESSIONAL ENGINEER BOX616 SOUTHOLD,NY 11971 MINIMUM CLEARANCES (c) Hinge Approach, Pull Side (d) Hinge Approach, Pull Side 631-765-2954 I L base- __J 1 905 Storage Facilities APPROACH DIRECTION Perpendicular to Door(1) Parallel to Door _J 36 min From Front 48" 0" Figure 308.2.2 •48"min.where both closer and latch are provided •54"min.where closer and is provided- - Obstructed High Forward Reach 12 min (b) T-Shaped 12 min in 902.1 General.Accessible seating at fixed tables, counters and STRUCTURAL ENGINEER: From Hinge Side 1 42" 54" (2) - - - - - - - - - - - - \_ � work surfaces shall comply with Section 902, DILANDRO ANDREWS From Latch Side 42" 24" (2) 4:1 Figure 304.3 902.2 Clear Floor or Ground Space.Clear ftoor or ground space ENGINEERING, PLLC <�= Size of Wheelchair Turning Space comptying with Section 305 shalt be provided, Knee and toe 158 COUNTY RD 39 SUITE 10 E clearance complying with Section 306 shall be provided, NOTES: M 22 min SOUTHAMPTON,NY 11968 22 min 902.3Height.The tops of tables, counters, and work surfaces 631-259-3959 (1) Maneuvering space shall include full width of doorway. (2) From latch side towards the doorway 304.2 Floor Surface. Floor or ground surfaces of a wheelchair turning space shall have a slope not steeper shall be 28 Inches (710 mm) mlnl- L L than 1:48 and shall comply with ICC/ANSI A117.1-2009 Section 302. mum and 34 Inches (865 mm) maximum from the floor or 304.3Size. Wheelchair turning space shall comply with ICC/ANSI A-117.1-2009 Sections 304.3.1 or 304.3.2. ground, Table 404.2.3.3 Maneuvering Clearances for Sliding ------ 902.4. Food and Drink Counters.Accessllote food and drink counters X and Folding Doors M (Fig. 304.3) shall, be 60 inches (1525 mm) long minimum. E 00 32 min 32 min 304 Turning Space 902 Seating at Tables,Counters & Work Surfaces E Lo (e) Hinge Approach, Push Side (f) Latch Approach, Pull Side (b) Sliding Door 48"min.where closer Is provided 10 max S-O" MIN. 4'-6" MIN. F- - - - - - - - 7 Figure 308.3.1 32 min I Unobstructed Side Reach 3'-13" MIN. ''-0" MIN. X NORTH 24 min vE 0 (a) Hinged Door (c) Folding Door C-0 L In Figure 404.2.2 L i A CD CD Clear Width of Doorways ........... X X All legal rights including, but not limited to, copyright and design ........... ........... E E I patent rights, in the designs, arrangements and plans shown on this X ..................... 00 X cl*li document are the property of Glen Cohen Architecture & Design PLLC, 404.2.1 Double-Leaf Doorways. At least one of the active leaves of doorways with two independently E E and were developed for use solely on this project. They may not be ........... 60 min ................ operated leaves shall comply with ICC/ANSI A117.1-2009 Sections 404.2.2 and 404.2.3. used or reused in whole or in part, except in connection with this ........... ...... ... CI) . ... ...... 7:­_4 project, without the prior written consent of Glen and Company. ................. 404.2.2 Clear Width. Doorways shall have a clear opening of 32" minimum. Clear opening of doorways Glen Coben Architecture Design, PLLC. ............. ............ with swinging doors shall be measures between the face of door and stop, with the door open 90'. Figure 604.3 Figure 604.5.2 Figure 604.5.1 c 2023 ....... ........ . ...... Openings more than 24" deep shall provide c clear opening of 36" minimum. There shall be no (g) Latch Approach, Push Side Size of Clearance for Water Closet Rear Wall Grob Bar for Walter Closet Side Wall Grob Bar For Water Closet projections into the clear opening width lower than 34" above the floor and ground. Projections SUBMISSIONS Figure 404.2.3.2 into the minimum clear opening width more than 34" and up to 80" above the floor or ground are >10-24 max DATE NO. REMARKS permitted but shall not exceed 4". (Fig. 404.2.2) Maneuvering Clearances at Swinging Doors 10 max Figure 308.3.2 404.2.3 Maneuvering Clearances. Minimum Maneuvering clearances at doors shall comply with Section Obstructed High Side Reach 12.01.2022 1 SITE PLAN UPDATED 404.2.2 and shall include the full clear opening width of door way. Required door maneuvering 308.2 Forward Reach, 04.10.2023 2 PLANNING BOARD clearance shall not include and toe clearance. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall 604.3.1 Clearance width Clearance around a water closet shall be 60 inches (1525 mm) minimum in width, measured perpendicular from the sidewall. 08,15.2023 3 PLANNING BOARD 404.2.3.2Swlnging Doors. Swinging doors shall have maneuverirg clearances complying with TYPE OF USE be 48" maximum and the low forward reach shall be 15" minimum above the floor or ground. 604.3.2 Clearance Depth. Clearance around the water closet shall be 56 inches (1420 mm) minimum in depth, measured perpendicular from the rear wall. 1016.2023 4 PLANNING BOARD Table 404.2.3.2 MINIMUM CLEARANCES 604.3.3 Clearance Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, paper dispensers, sanitary napkin receptacles, coat hooks, shelves, accessible 11.22.2023 5 BUILDING DEPARTMENT 404.2.3.3 Sliding and Folding Doors. Sliding Doors and folding doors shall have maneuvering Door 308.2.2 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear routes, clear floor space at other fixtures and the turning space. No other fixtures or obstructions shall be within the required water closet clearance. 01.08.2024 6 PLANNING BOARD REVISIONS Approach Direction Perpendicular to Door(i) Beyond Latch Parallel to Door floor or ground space shall extend beneath the element for a distance not less thank the required reach 01.17.2024 7 ISSUED FOR DOB PERMIT clearances complying with Table 404.2.3.3. Side depth over the obstruction. The high forward reach shall be 48" maximum where the reach depth is 02.05-2024 8 PLANNING BOARD MEETING 404.2.3.4 Doorways without Doors. Doorways without doors that are less than 36" wide shall have From Front Pull 60" 18" 20" maximum. Where the reach depth exceeds 20", the high forward reach shall be 44" 604.5.1 Fixed Side Wall Grob Bari Fixed side-wall grab bars shall be 42 inches (1065 mm) minimum in length, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1370 mm) 02.21.2024 9 UPDATED FOR LPC APPROVAL maneuvering clearances complying with Table 404.2.4.4. minimum from the rear wall. In addition, a vertical grab bar 18 inches (455 mm) minimum in length shall be mounted with the bottom of the bar located 39 inches (990 mm) minimum and 41 inches (1040 mm) 02.21.2024 to ISSUED FOR PRICING 404.2.3.5 Recessed Doors. Where the plane of the doorway is recessed clearancesfor front From Front Push. 48" 0" (2) maximum and the reach depth shall be 25" maximum. maximum above the floor, and with the center line of the bar located 39 inches (990 mm) minimum and 41 inches (1040 mm) maximum from the rear wall. 03.21.2024 11 TOWN MEETING approach shall be provided. i 308.3 Side Reach. 604.5.2 Rear Wall Grab Bars, The rear wall grab bar shall be 36 inches (915 mm) minimum in length, and extend from the centerline of the water closet 12 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL404.2.4 Thresholds at Doorways. Thresholds, if provided, at doorways shall be v2,' high maximum. From Hinge Pull 60" 36" 308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element inches (305 mm) minimum on the side closest to the wall, and 24 inches (610 mm) minimum on the transfer side. 04.04.2024 13 ISSUED FOR DOB PERMIT Raised thresholds and changes in level at doorways must comply with sections 302 and 303. 5491 42$1 and the side reach is unobstructed, the high side reach shall be 48" maximum and the low side reach 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL 404.2.5 Two Doors In Series. Distance between two hntoetherspaceed doors in series shall be 48" From Hinge Push 42"(3) 54" shall be 15" minimum above the floor or ground. 04.17.2024 15 100% CD minimumplus the width of any door swinging p . From Latch Pull 48 (4) 24" ground.Exception: Existing elements shall be permitted at 54" maximum above the floor or 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL 404.2.6 Door Hardware. Handles, pulls, latches, locks and other operable parts on accessible doors 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL shall haver a shape that is easy to grasp with one hand and does not require tight grasping, From Latch Push 42" (4) 24" 308.3.2 Obstructed High Reach. WHere a clear floor or ground space allows a )arallel 304 Turning Space 05.22.2024 18 1 ISSUED FOR DOB PERMIT pinching or twisting of the wrist to operate. Such hardware shall be 34" minimum and 48" approach to an object and the high side reach is over an obstruction, the height of the 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL maximum above the floor or ground. Where sliding doors are in the fully open position, operating NOTES: obstruction shall be 34" maximum and the depth of the obstruction shall 24" maximum. The high side 07.25.2024 20 DOB REVIEW COMMENTS hardware shall be exposed and usable from both sides. (1) Maneuvering space shall Include full width of doorway. reach shall be 48" maximum for a reach depth of 10" maximum. Where the reoch depth exceeds 10", the 08.28.2024 21 DOB REVIEW COMMENTS 2 (2) Add 12" if closer and latch provided. Exception: Locks used only for security purposes and not used for normal operation shall not (3) Add 6" if closer and latch provided high side reach shall be 46" maximum for a reach depth of 24" maximum. 09,17.2024 22 DOB REVIEW COMMENTS 3 be required to comply with Section 404.2.6. (4) Add 6' if closer provided. 09.23.2024 23 DOB APPROVAL Table 404.2.3.2 Maneuvering Clearances of Manual 1-1/4" TO 1-1/2" 1-1/2" Swinging Doors 8" MIN. DOBBSCAW. 404 Doors and Doorways 308 Reach Ranges 48 min GRAB BAR J* e_ VINES ON MILL MAX. 16505 MAIN RD Y4 max 7 - - - - - - - - - - - - - - Mib max I (a) Circular MATTITUCK, NY 11952 i M11 lill 1 111 1 1171 - 1 1.7" MIN. Figure 303.2 Figure 609.2 Vertical Changes in Level Figure 606.3 Size of Grob Bars 2 Figure 302.2 o 0 E height of Lavatories and Sinks %M 71TLE Carpet on Floor or Ground Surfaces 1/ -7 C 606.1 General. Accessible lavatories and sinks shall comply with Section 606. 609.1 General. Grab bars in accessible toilet or bathing facilities shall comply with Section 609. ICC-ANSI Al 17.12009 606.2 Clear Floor SPOCe. A clear floor space complying with Section 305.3, positioned for forward approach, shall be provided. 609.2 Cross Section. Grab bars shall cross section complying with Section 609.2.1 or 609.2.2. COMPLIANCE L - - - - - - - - - - - - - - - - Knee and toclearance complying with Section 306 shall be provided. The dip of the overflow shall not be considered in 609.2.1 Circular Cross Section. Grob bars with a circular cross section shall have an outside diameter of 11/4 Figure 303.3 Figure 305.3 determining knee and toe clearances. inch (32 mm) minimum and 2 inches St mm) maximum. Beveled Changes in Level Size of Clear Ground Space 606.3 Height. N front of lavatories and sinks shall be 34 inches (865 mm) maximum above the floor, measured 609.3 Spacing. The space between the wall and the grab bar shall be 11/2 inches (38 mm). The space SE I�RS DR PROJECT No: 2121 to the higher of the rim or counter surface. between the grab bar and projecting objects below and at the ends of the grab bar shall be 11/2 inches (38 S C DRAWING BY: sm 302 General, Floor or ground surfaces shall be stable, firm and slip resistant, and shall 305.2 Floor Surface. Floor or ground surfaces of a clear ground space shall have a slope not steeper than 10 seconds minimum. CI 606.4Foucefs, Faucets shall comply with Section 309. Hand-operated metering faucets shall remain open for mm) N.-f-H J.L:04't, �x \HK BY: 9 303.2Vedical. Changes in level of Y4" high maximum shall be permitted to be vertical. (Fig. 303.2) comply with ICC/ANSI A117.1-2009 Section 302. 1:48 and shall comply with ICC/ANSI A117.1-2009 Section 306. 606.5 Lavatories with Enhanced Reach Range minimum. The space between the grab bar and projecting objects above the grab bar shall be 12 inches. No. 303.3 Beveled. Changes in level between Y4" and Y2" high maximum shall be beveled with a slope not steeper 302.2 Carpet. Pile height shall be Y2" maximum. Exposed Edges of carpet shall be 305.3 Size. Clear ground space shall be 30" minimum by 48" minimum.(Fig. 305.3) Where enhanced reach range is required at lavatories, faucets and soap dispenser controls shall have a reach than 1:2 (Fig. 303.3) fastened to floor or ground and shall have trim along entire length of exposed edge. 305.5 Position. Unless otherwise specified, the clear floor or ground space shall be positioned for either 606.6 Exposed Pipes and surfaces. Water supply and drainpipes under lavatories and sinks shall be insulated or otherwise configured 303.4 Romped. Changes in level greater than Y2 shall be rampes and shall comply with ICC/ANSI to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. A-003,00 Carpet edge trim shall comply with ICC/ANSI A117.1-2009 Section 303. (Fig. 302.2) forward or parallel approach to an element. A117.1-2009 Section 405 and 406. 22136 R' ADO FILE No: 303 Changes in Level 302 Floor Surfaces 305 Clear Ground Space 606 Lavatories and Sinks Ll 609 Grab Bars OWNER: QE D C A LEGEND DESIGN/ARCHITECT: CEILING MOUNT 2 HEAD EMERGENCY LIGHT w/ BATTERY PACK U : 8 WALL MOUNTED EXIT SIGN WITH (3) HEAD EMERGENCY LIGHT CEILING MOUNTED EXIT SIGN W/ ® t DIRECTIONAL SIGN CRU H PAD I GLEN COBEN LOADING ARCHITECTURE + DESIGN, PLLC WALL MOUNTED EXIT SIGN W/ 33 E 33 ST SUITE 906 NEW YORK,NY 10016 DIRECTIONAL SIGN FAX:212 689 1033 email:glen@glenandcompany.com I SD SMOKE DETECTOR CIVIL ENGINEER: j I I JOSEPH FISCHETTI, PE. c0 CARBON MONOXIDE ALARM PROFESSIONAL ENGINEER BOX 516 SOUTHOLD,NY 11971 L 631-765-2954 7 FE MOUNTEDWALL EXTINGUISHER CLASSB TO COMPLY WITH BC 906 EGRESS PATH STRUCTURAL ENGINEER: DILANDRO ANDREWS ENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 1 HOUR RATED PARTITION SOUTHAMPTON,NY 11968 ——•——•— (1) LAYER OF %" GYP. BD TYPE Y 631-259-3959 ON 3-5/8" 20 GAUGE METAL STUDS AT 16" O.0 UL DESIGN 415 I I E I � I II 6 — — — Bml — — — — A}-1 — — - 1 6P U I I I I I I I I I I I I I I PRODUCTION 2,385 SF I NORTH U SD I I SD V LIFE SAFETY NOTES N) All legal rights including, but not limited to, copyright and design patent rights, in the designs, arrangements and plans shown on this O — — — — — - 1. FIRE STOPPING AND DRAFT STOPPING SHALL BE document are the property of Glen Coben Architecture & Design PLLC, °i - - PROVIDED AT ANY SPREAD RATING LESS THAN and were developed for use solely on this project. They may not be CLASS-A. used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. 2. FIRE RATED WALL ASSEMBLIES SHALL EXTEND FULLY Glen Coben Architecture & Design, PLLC. FE FROM THE FLOOR TO THE STRUCTURE & DECK c 2023 ABOVE. ALL PENETRATIONS OF RATED ASSEMBLIES Li 0' > (93.5'XO.5) SHALL BE PROTECTED PER NFPA 101, BY FIRE SUBMISSIONS A �--�-- I _I DAMPERS, SLEEVES OR FIRE CAULKING BY A U.L. APPROVED METHOD. DATE N0. REMARKS 3. PROVIDE UL RATED ASSEMBLIES AT ALL PIPE, EYE WASH 1zo12o22 1 SITE PLAN UPDATED — — — - - — — — — c- — — — DUCTWORK, STRUCTURAL STEEL AND METAL JOIST 0410.2023 2 PLANNING BOARD — PENETRATION OF FIRE-RATED WALLS. 08.15_2023 3 PLANNING BOARD Ll ..M — — As_ — 4. BUILDING EXIT DOORS REQUIRED BY CODE SHALL 10.1s 2023 4 PLANNING BOARD SWING IN THE DIRECTION OF EGRESS UNLESS THE I 11222023 5 BUILDING DEPARTMENT IBATRHi ,% ,v OCCUPANT LOAD IS LESS THAN 50. 01.08.2024 6 PLANNING BOARD REVISIONS 5, ALL CORRIDORS AND NORMALLY OCCUPIED ROOMS SHALL BE EQUIPPED FIRE EXTINGUISHERS SHALL BE 02.1 o 7 ISSUED FOR DOB PERMIT 5.2024 BOARD PLACED AT INTERVALS NOT EXCEEDING o2z1.2o24 9 UPDATED ORL MEETING PC APPROVAL STORAGE SD I 12 II O 6. EMERGENCY LIGHTING SHALL COMPLY WITH NY 02.21.2024 10 ISSUED FOR PRICING SD STATE BUILDING CODE 2010 SECTION 1008. 03.21.2024 11 TOWN MEETING 85 SF �^ I 7. EXIT SIGN SHALL COMPLY WITH NY STATE BUILDING 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 1 I CODE SECTION 1013. 04,04.2024 13 ISSUED FOR DOB PERMIT OFFICE 1 8. LUMINOUS EGRESS PATH MARKING SHALL BE 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL I INSTALLED PER NYS BUILDING CODE SECTION 1025. 04.17,2024 15 100% CD 110 SF SD 9. ALL CORRIDOR LIGHT AND STAIR STEP LIGHT ARE 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL CONNECTED WITH EMERGENCY GENERATOR. 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL — — — — — — — — 1 I 10. ALL EXIT SIGNS ARE TO HAVE BACK UP BATTERY. 05.22.2024 18 !ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL F— 07.25.2024 20 DOB REVIEW COMMENTS FE 08.28.2024 21 DOB REVIEW COMMENTS 2 3 REVIEW COMMENTS 3 09.23.2024 23 DOB APPR VA BA REL - - CEL. A sD / 1,10 SF 1 sD DOB BSCAN: � r 1 I I VINES ON MILL 16505 MAIN RD MATTITUCK, NY 11952 � _ - - - --= - _ I I L- - - - - - - O _ _ _ _ _=� _ _ _ _ == — = = = — = — SKEET 717LE O F B A LIFE SAFTY PLAN C PROJECT No: 2121 �C� G�Er1 J.Co y�� DRAWING BY: sm HK BY: gc GROUND FLOOR EGRESS PLAN N a s a . SCALE:1/8"= 1'-0" A-00 A,00 22136 r� CADO FILE No: F7 OWNER: l OE D G A 1 G - —l-----��I—l---- I A-504,00 # DESIGN/ARCHITECT: 1 MUMA-2 0.00 CONSTRUCTION LEGEND 1 TYP, _ LEGEND DESCRIPTION W2 ® I g — — — — — — — — — ' I 1 D J I I DN I �6\0 I I CRU H PAD I 1 I I I I NEW PARTITION I LOADING I I REFER TO PARTITION TYPES I W II O W3 1 3 J GLEN COBEN 02 02 I I I I ARCHITECTURE + DESIGN, PLLC 33 E 33 ST SUITE 906 NEW YORK,NY 10016 _I J TEL:212 689 2779 EXIT SIGN email:g en 3 @glen ndcompany.com � Q Q. Cl O rr OPEN Ow— — — — r—9 0 rr 2' III I II II o� XXX CIVIL EN GINEER: DOOR NUMBER C I JOSEPH FISC HE TTI, PE. 7 PROFESSIONAL ENGINEER BOX616 SOUTHOLD,NY 11971 631-765-2954 WINDOW NUMBER I I I I I XX W3 W3 I o I I I STRUCTURAL ENGINEER: 1 MILLWORK DILANDRO ANDREWS o� DN I -- - ---- - - - -- DN I ENGINEERING, PLLC 1 15 '6" 17-8" 18'-6" 756 COUNTY RD 39 SUITE 10 9'-2" 18'-6' 17-7" I SHEET KEY NOTES 2 200 201 2 I O I SOUTHAMPTON,NY 11966 631-259-3959 D4 --1 1 �� I I I I - - - t- - - - MECHANICAL MECHANICAL 6 — — — �� — — — N MEZZ 1 2 \OPETD Low 2 MEZZ 2 j h P uP I W3.1 Q CAT WALK:ALUMINUM OPEN GRADING CAT WALK 1 I MECHANICAL WITH STAINLESS STEEL CABLE RAILING. 04 THERE WILL BE NO HIGH W2 I /UTILITY PILE (NO HIGH 12')STORAGE IN THE BUILDING. 1 I 1 PAD 05 PER TABLE 602 NO FIRE SEPARATION REQUIRED. 1 PROD CTION 4 4 4 U Y 1 2,385 SF Y TYP, I -� 3 - — — — — — — - - I I NORTH Q I I Q nDCL1 TA QCI rWl 1 U I V A-300.00 4 MECHANICAL MEZZ PLAN 4 5 — — — — — — — — — ' All legal rights including, but not limited to, copyright and design 2 A-2000o potent rights, in the designs, arrangements and plans shown on this A-2QQ,QQ ( I 11 document are the property of Glen Coben Architecture & Design PLLC, SCALE:############ n and were developed for use solely on this project. They may not be A-5�2•d0 used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. 1 16'-3° LC) TYP, I Glen Coben Architecture & Design, PLLC. C 2023 L 103 _ 1 — - 104 O r _ O SUBMISSIONS i 2A 2A A-401.00 EYE WASH _ _ — — — DW = DATE NO. REMARKS "-a �— 105 I I / �— —/ �_ 12,01 20.22 1 SITE PLAN UPDATED 2 _ 04.10.2023 2 PLANNING BOARD A-300.00 I 6drRHooMz IBATRH I o 08.15.2023 3 PLANNING BOARD J �� 108 I 1016.2.023 4 PL-- NG BOARD 4 — _ — — _ I 11_22.2023 5 BUILDING DEPARTMENT -�— �' _ I °0 00 01.08.2024 6 PLANNING BOARD REVISIONS 2A ST8 RSA E 03 07 ^o N j 02.5.2024 8 P ANNINGOBOARD MEETING �"�c� I 02.21.2024 9 UPDATED FOR LPC APPROVAL 02.21.2024 10 ISSUED FOR PRICING 15-9' `" 03.21.2024 11 TOWN MEETING OFFICE 2 108 C GENERAL NOTES: 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 110 SF I 04.04.2024 13 ISSUED FOR DOB PERMIT 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL — — — _ — W4 �' 1 1. ALL WORK AND SERVICE COUNTER SHALL BE 04.17.2024 15 100% CD W2 1 b2 =I ICC/ANSI COMPLIANT. 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL 4 05.22.2024 18 ISSUED FOR DOB PERMIT 4 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL 3 _ — 1 9„— — — _ 1� 9u _ 07.25.2024 20 DOB REVIEW COMMENTS 08.28.2024 21 DOB REVIEW COMMENTS 2 BARREL CE LAR 09.17.2024 22 DOB REVIEW COMMENTS 3 09.23.2024 23 DOB APPROVAL A-500.00 1,10 S F TYP, (V N 15-0" DOB BSM: 05 I 2 I I A-500.00 I !..l.! .! 2 EXISTING METAL BARN I 109 VINES ON MILL STORAGE I I I 16505 MAIN RD _ „ MATTITUCK, NY 11952 POURED L- — — — — — 9-4 I 28 4 9-4 CONCRETE L 1 I F 50'-0" B A SHEET 71U GROUND & MEZZ FLOOR 2 3 CONSTRUCITON PLAN A-200.00 A-300.00 PROJECT No: 2121 1 � VEN J.C&B �1� DRAWING BY: sm �' �4. CHK BY: gC - l�G Na CONSTRUCTION PLAN µ , I A-100.00 1 SCALE:* ####### ! � CADO FILE No: OWNER: G E D C A DESIGN/ARCHITECT: CONSTRUCTION LEGEND g I LEGEND DESCRIPTION I I I NEW PARTITION 1 REFER TO PARTITION TYPES GLEN COBEN ARCHITECTURE + DESIGN, PLLC 33 E 33 ST SUITE 906 NEW YORK,NY 10016 I I I FAX:212 689 1033 I I ® EXIT SIGN email:glen@glenandcompany.com CIVIL ENGINEER: I I JOSEPH FISCHETTI, PE. 7 I ( I PROFESSIONAL ENGINEER BOX 616 SOUTHOLD,NY 11971 -_-- I 631-765.2954 I I I STRUCTURAL ENGINEER: DIL.ANDRO ANDREWS ENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 SOUTHAMPTI SHEET KEY NOTES 6 1-2 9 0N,NY 11968 -959 I I I II j I ( I I A-500.00 I I TYP ( I I ----- -- - ---- ---- -- I NORTH I I I All legal rights including, but not limited to, copyright and design patent rights, in the designs, arrangements and plans shown on this I I document are the property of Glen Coben Architecture & Design PLLC, , and were developed for use solely on this project. They may not be used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. - _ -----_- _ -_------ _ - _ I Glen Coben Architecture & Design, PLLC. I c 2023 SUBMISSIONS DATE NO, REMARKS I 5 12.01.2022 1 SITE PLAN UPDATED I A-500'�� 04.10.2023 2 PLANNING BOARD I TYP, 08.15.2023 3 PLANNING BOARD I 10.16.2023 4 PLAN NING_BOARD 4 --4 — — — — — — — — _ — 11.22.2023 5 BUILDING DEPARTMENT 01.08.2024 6 PLANNING BOARD REVISIONS 01.17.2024 7 ISSUED FOR DOB PERMIT 02.05.2024 8 PLANNING BOARD MEETING 02.21.2024 9 UPDATED FOR LPC APPROVAL I 02.21.2024 10 ISSUED FOR PRICING 1 I 03,21.2024 11 TOWN MEETING GENERAL NOTES: 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 04.04.2024 13 ISSUED FOR DOB PERMIT 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL 04.17.2024 15 100% CD 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL I 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL 05.22,2024 18 ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL O I _ — — — — — _ _ _ — — I 07.25.2024 20 DOB REVIEW COMMENTS _ _— _ I 08.28.2024 21 DOB REVIEW COMMENTS 2 09.17.2024 221 DOB REVIEW COMMENTS 3 I 09.23.2024 23 DOB APPROVAL I I I --- - —- - — - - I DOB BSCAN. I _ I _ I IPl1= - - — — — — 2 i - ---- -_�---_ -- --- -- -- - I VINES ON MILL 16505 MAIN RD MATTITUCK, NY 11952 0-4= � SHEET 1111E ROOF PLAN 0CB) (A) TIC, PROJECT No: 2121 �5 J.Cp y/J DRAWING BY: sm 2 ROOF PLAN �� Cl\ BF� � HK BY: gc No. fig= A-110,00 � v ��� 22136 �0 CADO FILE No: OWNER: VOM_ INTERIOR (LIGHTING SCHEDULE RCPLEGEND DESIGN/ARCHITECT: FIXTURE DESCRIPTION DIMMING VOLTAGE WATT EXTENDED TOTAL SUPPLIED INSTALLED G E D C A LEGEND DESCRIPTION °w ZONE QTY. TYPE LOCATION LAMP ZONE DRIVER/POWER MANUFACTURER MODEL# LOAD TYPE (V) (W) WATT WATT BY BY PT-101 CLG FINISH _ _ _ I I Ll LIGHTING FIXTURE TYPE 13 LO:L PRODUCTION AND HIGH BAY PENDANT LIGHT': LED 3500K N/A 120 15 15 195 G.0 G.0 O — — — — — — — — — — — — — — O BAREL CELLAR ALCON LIGHTING: 15204-12-11L-35K-PL-BK-AC6-BK REFER TO A-610.00 FOR PENDANT: LIGHTING SPEC SCHEDULE 2 L03 BAREL CELLAR BUI D.COM:JAMES ALLEN PELHAM 14 LIGHT66"WIDE LED3000K N/A 120 42 42 42 GC GC GLEN COBEN LED CHANDELIER ARCHITECTURE + DESIGN, PLLC CEILING FLUSH MOUNTED LIGHT: WALL MOUNTED EXIT SIGN 33 E 33 ST SUITE 906 NEW YORK,NY 10016 4 L04 OFFICE STAI R1 LED3000K N/A 120 15 15 60 GC GC I WITH (3) HEAD EMERGENCY LIGHT TEL:212 689 2779 WAC LIGHTING: FM-11RN-930-BK N FAX:212 689 1033 L 1 I 1 email:glen@glenandcompany.com a 11 LOS MECHANICAL ROOM 48" LED STRIP:SATCO/NUVO 65-1071 LED4000K N/A 120/277 43 43 473 GC GC WALL MOUNTED DIMMER/SWITCH STAIR 2 BATHROOM "OC" DENOTES OCCUPANCY CENSOR CIVIL ENGINEER: j SWITCH TO BE GANG TOGETHER 11 L06 CELLAR 96" LED STRIP:SATCO/NUVO 65-702 LED4000K N/A 120/277 40 40 440 GC GC JOSEPH FISCHETTI, PE. PROFESSIONAL ENOINEER BOX 616 SOLITHOLD,NY 11971 631-765-2954 I 1 1 I — _ o - — — __ _ — o GYP.BD CEILING PAINTED FINISH I oil STRUCTURAL ENGINEER: I j I DILANDRO ANDREWS ENGINEERING, PLLC I � III 158 COUNTY RD 39 SUITE 10 o a SOUTHAMPTON,NY 11968 1 I 1 631-259-3959 I ► I I I i I I L01 / L01 L01 / L01 l 01 NORTH Y I Y SHEET NOTES OPEN T OVE / Q I \ Q CEILING FAN:SUMMIT HVL FAN BY EPICFANS V L01 / LD1 V 01 All legal rights including, but not limited to, copyright and design O O ALUMINUM CLEAR ANODIZED BLADES patent rights, in the designs, arrangements and plans shown on this 12'0 FIRE SHUTDOWN INTEGRATED document are the property of Glen Coben Architecture& Design PLLC, 45 dBA and were developed for use solely on this project. They may not be used or reused in whole or in part, except in connection with this 5 ro ect, without the nor written consent of Glen and Com an Glen Coben Architecture & Design, PLLC y I I ( c 2023 I I I I L01 L01 L01 L01 SUBMISSIONS DATE NO. REMARKS N. CEIL. 12.01.2022 1 SITE PLAN UPDATED 8—0 A.F.F. I 04.10.2023 2 PLANNING BOARD 08.15.2023 3 PLANNING BOARD I 10.16.2023 4 PLANNING BOARD 11.22.2023 5 BUILDING DEPARTMENT dC) 01.08.2024 6 PLANNING BOARD REVISIONS_ 01.17,2024 7 ISSUED FOR DOB PERMIT L04 L04 02.05.2024 8 PLANNING BOARD MEETING __ _ — — 02,21.2024 9 UPDATED FOR LPC APPROVAL ( 4 Q ` 02.21.2024 10 ISSUED FOR PRICING OPEN TO UNDERSIDE OF ��CHANICAL ME HANI�HL 03.21.2024 11 TOWN MEETING L05 v OPE ABOVE MEZZ STRUCTURE MEZZI 1 EZZ 2 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL o �I 04.04,2024 13 ISSUED FOR DOB PERMIT o C---------i 04.09,2024 14 PLANNING BOARD REVISED FOR APPROVAL FIN. CEIL. L05 L05 04.17.2024 15 100% cD 08' A F Qom Q 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL 05.22.2024 18 ISSUED FOR DOB PERMIT L04 L04 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL 07.25.2024 20 DOB REVIEW COMMENTS 08.28,2024 21 DOB REVIEW COMMENTS 2 j 09.17.20241 22 DOB REVIEW COMMENTS 3 09.23.2024 23 DOB APPROVAL DOB l BM: I I 1j j OPE ABOVE 3 ( fly I 110 L i1 o I Facer I i I i i VINES ON MILL _ 16505 MAIN RD 2 2 7 MATTITUCK, NY 11952 I * 2 SHEET 'nu O F 013 A O F B A GROUND FLOOR MEZZ )����ER�IL�EZZ�RE�FLE�CT�ED CEILIG PLAN REFLECTED CEILING PLAN REFLECTED CEILING PLAN SCALE:############ y/ _PROJECT No: 2121 kDRAWING BY: sm K BY: gC DW Na � - ;, A-120,00 FOF N j CADO FILE No: OWNER: / POWER AND DATA LEGEND: DESIGN ARCHITECT: G E D C T :.77 Aft Aft LEGEND DESCRIPTION FLUSH WALL MOUNTED DUPLEX y ' I I I RECEPTACLE @18" AFF. U.O.N. $ 1 GFI FLUSH WALL MOUNTED DUPLEX RECEPTACLE I I I I G.F.I DENOTES GROUND FAULT INTERRUPTER REQUIRED FLUSH WALL MOUNTED 20 AMP DEDICATED GLEN COBEN DUPLEX RECEPTACLE C�18" AFF. U.O.N. 1 I CRU H PAD ARCHITECTURE NE W oRKGN, PL,NY oo IC I 1 1 I LOADING7 ® FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE. TEL:212 689 2779 FAX:212 6891033 1 email:glen@glenandcompany.com FLUSH WALL MOUNTED DATA DUPLEX RECEPTACLE @18" A.F.F. U.O.N. CIVIL ENGINEER: 6 — — - 1-E1 — - — 1-i1 — — — - �, FLUSH WALL MOUNTED POINT OF AUDIO DATA JOSEPH FISCHETTI, PE. RECEPTACLE I PROFESSIONAL ENGINEER BOX 616 SOUTHOLD,NY 11971 631-765.2954 11 0 1I FLASH WALL MOUNTED J BOX D D 7 1 1 _ WALL MOUNTED SPEAKER. G.0 TO PROVIDE STUB 1 I 0 1 SP UP HOME RUN TO IT/AV CLOSET 1 STRUCTURAL ENGINEER: SP CEILING MOUNTED SPEAKER. G.0 TO PROVIDE Y I Y 1 1 I I STUB UP HOME RUN TO IT/AV CLOSET DILANDRO ANDREWSENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 I I I� � O O SOUTHAMPTON,NY 11968 � 631-259-3959 U 6 OW V I I 5 44- cc.)) 1 0 11 1 — — — — — — DATA AND SPEAKER NOTES: )ZOPEI 1 1 J \1 I I P U I , s R " N 1 WL 17 11111111 H I -W — 1. G.0 TO PROVIDE DATA STUB UP HOME RUN TO 1 1 1 MECHANICAL IT CLOSET. 1 \ I 1 1 1 0 1 /UTILITY DN I - - DN ` J PAD � I I 01 — \ 1 0 Z PRODUCTION 0 1 MAIN POMEII:6W AMP SERNCE TO W BUILDING NORTH Y Q 2,38a SF Y 4 — — — \\TO - - — - — `� —J I I- I -� MECHANICAL 1 MECHANICAL \= 0 ° 1 1 RECEPTACLE NOTES: MEZZ 1 1 LO MEZZ 2 \ Q Q 1 1 O Q U F- I U All legal rights including, but not limited to, copyright and design W I 1. FINISH OF POWER/DATA OUTLET AND COVER PLATE potent rights, t the designs, arrangements and plans shown i n this document are the property of Glen Coben Architecture&Design PLLC, � (EXCEPT FOR KITCHEN EQUIPMENT) TO BE COLOR MATCH and were developed for use solely on this project. They may not be w SCREWLESS WALL PLATE GANG TOGETHER INSTALLED. used or reused in whole or in part, except in connection with this — — �— — — — _ _ project, without the prior written consent of Glen and Company. \ 2. COLOR CODE TO BE INDICATED AT ELEVATION DWGS. Glen Coben Architecture & Design, PLLC. ONLESS OTHERWISE WHITE OUTLET AND COVER PLATE c 2023 TO BE USED. OO I SUBMISSIONS - - - - DATE NO. REMARKS _ 12.01,2022 1 SITE PLAN UPDATED 3 - - - - - - - - - - - - - 02 I 1- - 04,10.2023 2 PLANNING BOARD I — — — — — SHEET KEY NOTES 08.15.2023 3 PLANNING BOARD S D 10.16.2.023 4 PLANNING BOARD 11.22.2023 5 BUILDING DEPARTMENT - REFER TO WINE CONSULTANT OR ENGINEER FOR I 01-.08.2024 6 PLANNING BOARD REVISIONS 6M2� BA RHd 11�i I 01 01.17.2024 7 ISSUED FOR DOB PERMIT MEZZ POWER AND DATA PLAN ,��� I / I ALL REQUIREMENT FOR WINE EQUIPMENT. 02_D5_2024 8 PLANNING BOARD MEETING — 02 LED UNDER CABINET LIGHT 02.21.2024 9 UPDATED FOR LPC APPROVAL 02.212024 10 ISSUED FOR PRICING STORAGE 03.21.2024 11 TOWN MEETING 03 I1 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 85 SF II 04.04.2024 13 ISSUED FOR DOB PERMIT 1 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL 1 04.17.2024 15 100% CD OFFICE I 04.22,2024 16 PLANNING BOARD REVISED FOR APPROVAL 110 SF 05,16.2024 17 PLANNING BOARD REVISED FOR APPROVAL L4 I ( 05.22.2024 18 ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL 07.25.2024 20 DOB REVIEW COMMENTS 08.28.2024 21 DOB REVIEW COMMENTS 2 ° 09.17.2024 22 DOB REVIEW COMMENTS 3 09.23.2024 23 DOB APPROVAL L07 L07 BA REL ° CE A \ �IJLJUa E101 7 1 10 SF Lo ° 0 ° 0DOB BMW ��il II N EI R1''� ° 0 ° H[D WL 11LO ° [a ° OLEJ]WLIL-1 II II Vll ° ° [a tl I'll JL_J� 0 U 07 LO' JUJEJ IULL_JL1� VINES ON MILL 16505 MAIN RD 1 MATTITUCK, NY 11952 I I 1 1 I I 1= = = = = = 1 L- — — — — - - 0 B A GROUND FLOOR MEZZ POWER DATA PLAN t,' PROJECT No: 2121 GLEN J.co�'k L � RAWING BY: sm K BY: gC GROHNIb FLOOR POWER DATA PLAN D 0 Na t. A SCALE:1/8"= 1'-0" „ A-150,00 � 0 2 136 y� CADO FILE No: L] � G� OWNER: 1 2 3 4 5 6 6 7 TOP OF ROOF 30-0 { t j i I I i j DESIGN/ARCHITECT: STANDING SEAM I i I RF Ot I „ I I w GUTTER ,• F RO F I BOTTOM. 0 0 —_ �I I _ I �� I 2 ,h(v!•(v1=�;�`�` .'• >Z ��,, cr ,1y1��`;� ', li it I ,,�„�- �> nG ,s �� c ��%�,(-ix;(•v�, j I II 'I � I � � I I I A SIDING •.i;��� - i;l�sr��°ria✓:;<''^-•s� NIT-Ol ! I i I GLEN COBEN ARCHITECTURE DESIGN PLLC TRIM 33 E 33 ST SUITE 906 NEW Y 1 ORK,NY 10016 i ! � TEL:212 689 2779 ' i > 0 WD-01 N o I FAX:212 689 1033 I I I email:glen@glenandcompany.com L"i ILL. CIVIL ENGINEER: I UL L TOP OF CURB I ( I 0-0 4 JOSEPH FISCHETTI, PE. GROUND / l I PROFESSIONAL ENGINEER 7l"/ BOX 616 SOUTHOLD,NY 11971 631-765-2954 SE ELEVATION STRUCTURAL ENGINEER: 4 SCALE:############ DILANDRO ANDREWS ENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 SOUTHAMPTON,NY 11968 631-259-3959 A D G G F B A TOP OF ROOF — — 30- — — TOP 0 30-0 TRIM A L aern+G IS ro ee aRD sA�E AND PREVENTS LIGHT svluACE AF1EN DARIG TRIM Au.WaG Is ro er aRo-SAFE AND WD-01 PREVENTS LIGHT SlWGE AFTER DARE. ' WD-Ot _j I I I I I 12�5 f ( — I a5 + 12 BOTTOM. 00O�F A _ — _ BOTTOM. OF ROOF 19-1 20-0 77 NORTH 177, I I SIDING SIDING WD-02 1 WD-02 — � All legal rights including, but not limited to, copyright and design TRIM TRIM patent rights, in the designs, arrangements and plans shown on this -14 document are the property of Glen Coben Architecture & Design PLLC, WD-01 -01 and were developed for use solely on this project. They may not be -� used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. 1 I 1 I Glen Coben Architecture & Design, PLLC. c 2023 TOP OF CURB - TOP OF CURB SUBMISSIONS 0-0 IRV GROUND GR—UND DATE NO. REMARKS -1 -0 12.01.2022 1 ISITE PLAN UPDATED 04.10,2023 2 PLANNING BOARD 08.15.2023 3 PLANNING BOARD 10.16.2023 4 PLANNING BOARD 3 N E ELEVATION S W ELEVATION 11.22.2023 5 BoLDING DEPARTMENT SCALE.############ 2 01_08,2024 6 PLANNING BOARD REVISIONS SCALE:############ 01.17.2024 7 ISSUED FOR DOB PERMIT 02.05.2024 8 PLANNING BOARD MEETING 02.21.2024 9 UPDATED FOR LPC APPROVAL 02,21.2024 10 ISSUED FOR PRICING 03.21.2024 11 TOWN MEETING 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 04.04,2024 13 ISSUED FOR DOB PERMIT 04,09,2024 14 PLANNING BOARD REVISED FOR APPROVAL 04.17.2024 15 100% CD 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL 05.22.2024 18 ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL 07,25.2024 20 DOB REVIEW COMMENTS 08.28.2024 21 DOB REVIEW COMMENTS 2 7 6 6 5 4 3 2 1 0.9.17.2024 22 DOB REVIEW COMMENTS 3 TOP OF ROOF 09.23.2024 23 DOB APPROVAL _ 30-0 - - — - - -- - - — -- - - - - - - - - - - - - DOB BSGAN STANDING SEAM I I I I GUTTER BOTTOM. OF 20 ROOFA, LL r 0 VINES ON MILL 16505 MAIN RD SIDING ,r°�� y(''`t;;;1 ;;- ` MATTITUCK, NY F�"` 11952 III j NIT-01 H' TRIM "Ia i WD 01 o I I j ; SHEETTITLE I i I I I I I 1 I I . - - EXTERIOR ELEVATIONS TOP OF CURB 0-0 GR1 - SE l�T PROJECT No: 2121 Cy DRAWING BY: sm NW ELEVATION ���� e�sF" �� cN�NcBN a 9� 1 SCALE:############ '9 M1 221- d� ADO FILE No: OWNER: 1 2 3 4 5 Q 7 8 DESIGN ARCHITECT TOP OF RIDG 30-0 I I I I I 4 I I T_ I GLEN COBEN BOTTOM. OF ROOF _ I ARCHITECTURE + DESIGN, PLLC 20-0 33 E 33 ST SUITE 906 NEW YORK,NY 10016 TEL:212 689 2779 MECHANICAL ROOM FAX:212 689 1033 email:glen@gfenandcompany.com CIVIL ENGINEER: T 0 MEZZ FLOOR — — ( JOSEPH FISCHETTI, PE. 13-9 PROFESSIONAL ENGINEER BOX 616 SOUTHOLD,NY 11971 631-765.2954 I I I I I I I STRUCTURAL ENGINEER: BARREL CELLAR OFFICE STORAGE BATHROOM \ 0 i < DILANDRO ANDREWS ENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 i O O O Co IC:) O O SOUTHAMPTON,NY 11968 I / U I 631-259-3959 TOP OF CURB 16" L U 0 � 7 " 0 LLL -0 a a a a a a a a — 1=1 __ _ _ _ = _ _ _ _ _ _ _ — _ _ I- _..�,—���-----���—� Illil—lil III—III—III—ICI ICI ICI—ICI—lil ICI ICI ICI ICI ICI—lil-11 �—��. SW-NE SECTION 3 SCALE:3/16"= V-0" NORTH All legal rights including, but not limited to, copyright and design patent rights, in the designs, arrangements and plans shown on this document are the property of Glen Coben Architecture & Design PLLC, and were developed for use solely on this project. They may not be used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. Glen Coben Architecture & Design, PLLC. c 2023 SUBMISSIONS DATE NO. REMARKS 12.01.2022 1 SITE PLAN UPDATED 2 04.10.2023 2 PLANNING BOARD A-50Z(O 08.15,2023 3 PLANNING BOARD 10.16.2023 4 PLANNING BOARD O C E Q G A 11.22.2023 5 BUILDING DEPARTMENT 01.08.2024 6 PLANNING BOARD REVISIONS TOP OF RIDGE PERMIT2024 7 ISSUED FOR DOB _ 02.05.2024 8 -PLANNING BOARD MEETING Y E!_=65-0 02.21.2024 9 UPDATED FOR LPC APPROVAL 02.21.2024 10 ISSUED FOR PRICING 03.21..2024 11 TOWN MEETING 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 0 04.04.2024 13 ISSUED FOR DOB PERMIT 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL 5 5 04.17.2024 15 100% CD 12 12 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL A-5W00 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL TYP, 05.22.2024 18 ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL BOTTOM._ OF ROOF' — I BOTTOM. OF_ROOF — I I I 07.25.2024 20 DOB REVIEW COMMENTS 20 0 EL=55 0 I I 08.28.2024 21 DOB REVIEW COMMENTS 2 09,17.2024 22 DOB REVIEW COMMENTS 3 M I I 09.23. 024 23 DOB APPROVAL MECH. ROOM 2 MECH. ROOM 1 CD I o I r7 T O-MEZZ FLOOR :j-6— — — I I DOB BSM: , N CAT ALK ; I I— CAT WALK i r, 0 4 o A-50200 CV / ! I jI I I "°l I VINES ON MILL o /Z BATHROOM f I i 0 16505 MAIN RD 0 0o I MATTITUCK NY 11952 FINISH FLOOR FINISH OGR A- 0'-Cl" I' EL=35 0 '. _ I •' - _ _ — — _ _ _ — — _ — — • — —_ —_ —_ __ I, SHEET TIRE — — —_—_—_— — I _ — I I I I —I —I —�— — — - — —� I I—IIIIII—I i I—III—III I I —III—III_.__ ,�_ I i i �•. — -- . I I BUILDING SECTIONS 1— IL�777.71 � I I INptT S PROJECT No: 2121 SE-NW MECH MEZZ NW-SE SECTION - � ��� ��J.C 0e � DRAWING BY: sm CHK2 SCALE:3/16"- 1-0 SCALE:3/16"= V-0" \w, Fti a DW BY; � DVYG Na A-300.00 22136 �Q CADO FILE No: 1 OWNER: DESIGN/ARCHITECT: FINISH CLG. FINISH�CLG. FINISH H FINISSH�CLG. 8—0" A.F.F. 8-0 T A.F.F. 8-0 A.F.F. 8-0 A.F.F. ?v PAINT PAINT MIRROR / PAINTAL PT-10 PT-10 BA-03 PAINT HOOK PT-10 18" GRAB BAR PT-10 / TILE TRIM LAVATORY BA-04 TILE TRIM BA-12.1 TILE TRIM —� TR-10 TR-10 110 —�o GLEN COBEN WALL TILE ° FAUCET WALL TILE ARCHITECTURE + DESIGN, PLLC -10 P_02 � 33 E 33 ST SUITE 906 NEW YORK,NY 10016 -0, TEL:212 689 2779 42" GRAB BAR 36" GRAB BAR T o FAX:2126891033 BA-12.3 BA-12.2 j email:glen@glenandcompany.com i RHOLDER BA-02 s _-- - N CIVIL ENGINEER: 00 RHOLDER TOILET � '� I VANITY � � JOSEPH FISCHETTI, PE. _ P 03 = BA-02 i CD I O i� BOX SIG SOUTHOLD,NY 11971 P-01.2 _ _ \ I WALL TILE PROFESSIONALENGINEER r7 ih L I I 631-765.2954 1 7 - `" TOILET TL-10 P-03 7— t-1 � � .1 r� FIN H FLO R _ FINISH F OOR FINISH FLOORS _ FINISH H FLOORS 0—0 A.F. . 0—0 A.F.F. 0—0 A�F.F 0—0 A STRUCTURAL ENGINEER: DILANDRO ANDREWS !�7�jSOUTH ELEVATION BATH 2 WEST ELEVATION BATH 2 NORTH ELEVATION BA��2A EST ELEVATION ENGINEERING, PLLC###### SOUTOAMPTON,NY 119 870 SCALE:############ ######## 631-258-3959 FINISH CLG. AL =INISH CLG. FINISH CLG.-O- FINISH CLG.A 8-A.F.F. 3-p A.F.F.-0- 8-0 A F F. 8 B OR HARDWIRED MIRROR PAINT � PAINT MIRROR ( PT-10 PAINT \ PT-10 PAINT PAINT - BA-03 HOOK PT-10 TILE TRIM BA-04 18" GRAB BAR LAVATORY TILE TRIM — BA-121 TILE TRIM TR-10 1 TR-10 TR-10 WALL TILE WALL TILE WALL TILE FAUCET HANDDRYER.— - - TL-10 TL-10 TL-10 3'_0" BA-01 P-02 NORTH o i 42" GRAB BAR 36" GRAB BAR a, RHOLDER "BA-02 _ ! y 7" RHOLDER 1'-0 — � TOILET All legal rights including, but not limited to, copyright and design / BA-02 x `r VANITY potent rights, in the designs, arrangements and plans shown on this _ > P-03 0 - ¢ o o document are the property of Glen Coben Architecture & Design PLLC, O I g WALL TILE P-oi.2 and were developed for use solely on this project. They may not be _ _ _ I - used or reused in whole or in part, except in connection with this 1 7 - N I p c - N -7 TL-10 cv project, without the prior written consent of Glen and Company. I _ TOILET Glen Coben Architecture & Design, PLLC. `' P-03 c 2023 FINISH FLO R LL NISH F-=LOORcL_ FINISH FL00 FINISH FLOOR Jk 0 0 A.F. . )-0 A.F.F. 1? 0-0 A.F.F. 0-0 A.F.F. 51' SUBMISSIONS 2 BATH 1 EAST ELEVATION DATE NO. REMARKS 12.01,2022 1 SITE PLAN UPDATED BATH 1 SOUTH ELEVATION BATH 1 NORTH ELEVATION SCALE:1/2"= 1'-0" 04.10.2023 2 PLANNING BOARD BATH 1 WEST ELEVATION `� SCALE:1/2" = 1'-0" SCALE:1/2" = 1'-0" 08,15.2023 3 PLANNING BRAD 1016 2023 4 PLANNING BOARD 11.22.2023 5 BUILDING DEPARTMENT 01.08.2024 6 PLANNING BOARD REVISIONS 2 01.17.2024 7 ISSUED FOR DOB PERMIT A-510.00ooF 02.05.2024 8 PLANNING BOARD MEETING EYE WASH SINK se 02.21.2024 9 UPDATED FOR LPC APPROVAL 02,21.2024 10 ISSUED FOR PRICING CEK)— P-p7 SINK 03,21.2024 11 1 TOWN MEETING 03,29.2024 12 1 PLANNING BOARD REVISED FOR APPROVAL CP-08 )FAUICET JISSUED FOR DOB PERMIT 2-9 5-1 4 2 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL - 04.17.2024 15 100% CD 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL L I L- V V \.J I 1 _ _.;.__ 4 05.22.2024 18 ISSUED FOR DOB PERMIT — — — ----- A-510.0� 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL i- ---------- - 07.25.2024 20 DOB REVIEW COMMENTS -------- 08.28.2024 21 DOB REVIEW COMMENTS 2 _ D I I ( 09.17.2024 22 DOB REVIEW COMMENTS 3 N ;I � � L L r 09.23.2024 23 DOB APPROVAL I I� 1'-AI I DOB BSCAN: N 6 - 01.00 87 A-401.00 I I I t l 0 1 I I I I I IPRQExT C I D VINES ON MILL _ - I / 16505 MAIN RD MATTITUCK, NY 11952 I 2'-2° 1'-0" 1'-0" 3'-6" SHEET TITLE ENLARGED PLAN AND ELEVATIONS - 1ST FLOOR BATHROOM ENLARGED GROUND FLOOR BATHROOM PLAN G�E��.coeF�ti%F PROAWING BY: sm1 1 SCALE:1/2"= 1'-0" K BY: gc D Na N�A �`- A-401.00 `CADO FILE No: FOP ,���� OWNER: SNAP BATTEN PANEL METSHIELD UNIDERLAYMENT #10 - 13 x 1" PHIN (12" o.c.) DREXEL APPROVED TUBE SEALANT OFFSET CLEAT FLASHING J FIELD CUT & HEM PANEL 180' GUTTER BRACKET 30" O.0 DESIGN/ARCHITECT: ALUMINUM (0.032) I3OX GUTTER WITH RETURN FLASHING PAINT To MATCH ROOF METAL PANEL :. 3, GLEN COBEN tj ARCHITECTURE + DESIGN, PLLC 33 E 33 ST SUITE 906 NEW YORK,NY 10016 TEL:212 689 2779 A FAX:212 689 1033 email:glen@glenandcompany.com CIVIL ENGINEER: a JOSEPH FISCHETTI, PE. PROFESSIONAL ENGINEER 5 TYP. GUTTER� BOX 6,6 SOUTHOLD,NY 11971 831-765.2954 STANDING SEAM ROOF WATER RESISTIVE BARRIER WATER RESISTIVE BARRIER BOARD AND BATTEN PANEL WOOD RAINSCREEN .-- ----- -OFFSET CLEAT FLASHING FURRING(3/8" THKAIN.) 1 STRUCTURAL ENGINEER: #10 - 13 x 1" PHW FASTENER EXTERIOR SHEATHING BOARD AND BATTEN PANEL B ROOF ? �- - I,� DILANDRO ANDREWS R-9.1 1.5" THK. CONTINUOUS #10 - 13 x 1" PHW FASTENER - ENGINEERING, PLLC RIGID FOAM INSULATION RING SHANK NAIL FASTENER „ 158 COUNTY RD 39 SUITE 10 J-FLASHING 5 ' R-12.4 2 RIGID INSULATION 8SOU25 AMPTTON,NY 11968 - - - \ ROOF SHEATHING r - SILL FLASHING\ A-500.00 VAPOR BARRIER �\ R-19 BUTT INSULATION a 0 i X v X �a a a a - - - - - F- I - 4-- - 6" 16 G.A METAL STUDS VAPOR BARRIER I I 5/8" MR GYP.BD p16" O.0 - � a I, PAINT FINISH f o O\ � a a PVC PANEL OR WOOD SHIPLAP R-19 BATT INSULATION C� a f� t STEEL COLUMN NORTH L - -- - - - - - - - J SEE STRUCTURAL DWG CATWALK RAILING SEE DETAILS T.0 WALL PENEL TYP. WALL PLAN DETAIL 4 TYP. DETAIL ATSILL — EL=13 -0 AFF 3 I 1 All legal rights including, but not limited to, copyright and design SCALE:1 1/2"= 1'-0" patent rights, in the designs, arrangements and plans shown on this EXTERIOR SHEATHING 4 . document are the property of Glen Coben Architecture& Design PLLC, and were developed for use solely on this project. They may not be R-9.1 1.5" THK. CONTINUOUS —CATWALK used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. RIGID FOAM INSULATION' SEE DETAILS Glen Coben Architecture & Design, PLLC, WATER RESISTIVE BARRIER c 2023 1 2 WATER RESISTIVE BARRIER i' WOOD RAINSCREEN WOOD RAINSCREEN SUBMISSIONS T.O CAT WALK FURRING(3/8" THK.MIN.) i FURRING(3/8 THK.MIN.) EL=10 —0 AFF DATE NO. REMARKS METAL PANEL 12.01.2022 1 SITE PLAN UPDATED EXTERIOR SHEATHING STEEL BEAM ROOF LINE ABOVE 04.10.2023 2 PLANNING_B_CARD R-9.1 1.5" THK. CONTINUOUS SEE STRUCTURAL DWGS FOR DETAIL 08,15.2023 3 PLANNING BOARD 2X4 TRIM RIGID FOAM INSULATION 10.16.2023 4 PLANNING BOARD 1I11.22.2023 5 BUILDING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - 6 16 G.A METAL STUDS @16 O.0 01.08.2024 6 PLANNING BOARD REVISIONS .- N\ � 01.17.2024 7 ISSUED FOR DOB PERMIT 02.05.2024 8 PLANNING BOARD MEETING / END TRIM ; X ! R-19 GATT INSULATION o2.21zo24 9 UPDATED FOR LPC APPROVAL / 1 11 02.21.2024 10 ISSUED FOR PRICING TO MATCH WALL / / 03.21.2024 11 TOWN MEETING VAPOR BARRIER COLOR 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 5/8" MMR GYP.BD 04,04.2024 13 ISSUED FOR DOB PERMIT 04.09,2024 14 PLANNING BOARD REVISED FOR APPROVAL INTERLOCKING PVC PANELS 41 STEEL COLUMN BEYOND 04,17.2024 15 100% CD SEE STRUCTURAL DWGS FOR DETAIL 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL X L " 16 G.A METAL STUDS fi 05,16.2024 17 PLANNING BOARD REVISED FOR APPROVAL / e ( @16" O.0 FLOOR FINISH 05.22.2024 18 ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL { R-19 BATT INSULATION 1/4" CEMENTITIOUS-URETHANE 07.25.2024 20 Doe REVIEW COMMENTS j X I REINFORCED 8 CONCRETE VAPOR BARRIER SLAB SEE STRUCTURAL DWG 4 WITH COVE BASE 08.28.2024 21 DOB REVIEW COMMENTS 2 v�,vv; -w �.tiv�n�. 1, w r��y r -°r x 5 8 MMR GYP.BD x / FOR DETAILS 09.17.2024 22 DOB REVIEW COMMENTS 3 i SHIPLAP — A-500.00 REINFORCED 8 CONCRETE -- ` SLAB SEE STRUCTURAL DWG 09.23.2024 23 DOB APPROVAL 1 FOR DETAILS 1% SLOPE FOR DR INAGE 2X4 TRIM I SEE PLANoo 3-5/8" 16 G.A METAL STUDS ^ I I 6 16 G.A METAL STUDS ®1s O.0 T.0 ,,URB :FF:0 —0 ,� •° ! T.0 CURB :FF:O'-0" DOB BSrA: ®16" o.0 v EL-35 F ° x x x� x x�x x a x x�x Z EL=35 ROOF LINE ABOVE 1 R-9.1 1.5 THK. CONTINUOUS - ° e a ° ( ° ° - EXTERIOR SHEATHING v RIGID FOAM INSULATION GRADE: FF:-6 ° °° a a a �" 16 G.A METAL STUDS a 4 WATER RESISTIVE BARRIER a a /-- WOOD RAINSCREEN R-19 O.C INSULATION ° °i"� �� o o —GRAVEL FILL FURRING(3/8 THKAIN.) 6MM POLYETHYLENE p SHIPLAP y VAPOR BARRIER SEALED TO WALL 2" XPS RIGID INSULATION VINES ON MILL \/, 16505 MAIN RD I a SHIPLAP �/� ° REINFORCED CONCRETE FOUNDATION WALL SEE MATTITUCK, NY 11952 % /\\/ \ a • �j j j j STRUCTURAL DWGS. FOR MORE INFORMATION. \\\/ \\\/ a :\/�\\\\\\ STORUCTURAL MPACTED DWGS.DFOR E n \�j ° a \�j\�j\�j\�\ MORE INFORMATION. SIM 711LE - - ° a F 2X4 TRIM - � a c a \/\\/\\/\\/\ FOOTING SEE STRUCTURAL \ \\\\ \\ \\ DWGS. FOR MORE WRAPMMU INFORMATION. DETAILS - WALLSj \ \ . INTO WALL %SEALANT AND BACKER ROD \ VAPOR BARRIER �SI�AR9 4 G PROJECT No: 2121 ° SHIPLAP � � J.t�ni,�`c�Y DRAWING BY: sm gc TYP. WALL CORNER PLAN(2) TYP. WALL DETAIL DWG Na 2 SCALE:1 1/2"= 1'-0" A-500.00 T� 221315 CADO FILE No: r�' OWNER: DESIGN/ARCHITECT: 2X4 TRIM TO MATCH WALL FINISH T_0 WIND_ 0� 4- - - - _ _ GLEN COSEN ARCHITECTURE + DESIGN, PLLC 33 E 33 ST SUITE 906 NEW YORK,NY 10016 5/8" MMR GYP.BD TEL:212 689 2779 FAX:212 689 1033 email:glen@glenandcompany.com CIVIL ENGINEER: JOSEPH FISCHETTI, PE. ,X METAL HEAD FLASHING BOX616 SOUTHOLDENY11971 631485-2954 � ALUMINUM FRAME WINDOW SEE WINDOW SCHEDULE 4„ 4„X4„ , - WOOD POST //ice/„.i/iG!'' ','//;✓:;%/9r'i//6r://,il";.%/m;7/�'.;/i ?; �///Gig,' n7 //. > F M STRUCTURAL ENGINEER: 1-1/4 SLOT - %i - �= // � / 2X4 TRIM DILANDRO ANDREWS ACCOYA WOOD ];r..?//i/� / '".�/ TO MATCH WALL FINISH "� ' , '��://�/ ® 4"POST ENGINEERING, PLLC 0 158 COUNTY RD 39 SUITE 10 ACCOYA WOOD SOUTHAMPT N,NY 11968 631-259-3959 LL o ' ' ` r' '% ALUMINUM FRAME 5/8" MMR GYP.BD CLERESTORY © \ SILL PAN I z ��.�,• /. fir''=/ii---,/z: '/�iiir;"-v'.ice/,'.-�i."-ii�,.� 'ii,"-i N U WIND - - - - - SILL PAN SLOPE FOR DRAINAGE ANCHOR �, i, , 7 7 c, „ p% 7 / N - �TO CONCRETE 2X4 TRIM -� o ij %%j� %, %%r��%// %/%/%%%% /, 12" WATERWAY TO MATCH WALL FINISH x x °x x x - — "� / / FLASHING OVER WRAP ° ° ONTO SILL ° IY 5/8" MMR GYP.BD ° o / "i / / ° TOWND W SILL R-19 GATT INSULATION % i%1;1'11/ //% '//' / / - %%/�///// q, 2X4 TRIM VAPOR BARRIER X f TO MATCH WALL FINISH NORTH /�/\\ \ //\/\/\/\/� 5/8 MMR GYP.BO 6 18 G.A METAL STUDS \ PAINT FINIS4 EXTERIOR S® O SHEATHING WATER RESISTIVE BARRIER ` WOOD RAINSCREEN All legal rights including, but not limited to, copyright and design 12 TYP. FENCE DETAIL 11 TYP. FENCE ELEVATION W i N D OW #3 DETAIL FURRING(3/8" THK.MIN.) potent rights, in the designs, arrangements and plans shown on this document are the property of Glen Coben Architecture&Design PLLC, 5 CEDAR PLANK HORIZONTAL PANEL / and were developed for use solely on this project. They may not be SCALE:############## used or reused in whole or in part, except in connection with this project, without the prior written consent of Glen and Company. Glen Coben Architecture & Design, PLLC. c 2023 l SUBMISSIONS i ? % DATE NO. REMARKS 12.01.2022 1 SITE PLAN UPDATED OPENING HEADER AND MOTOR -{ ' L tl p 04.10.2023 2 PLANNING BOARD 08.15.2023 3 PLANNING BOARD p STEMS 10.16.2023 4 PLANNING BOARD 600� SERIES OR EQUAL APPROVED SLOT DRAIN SY WOOD TRIM FOR AUTOMATIC SLIDING STOP � t— a 11.22.2023 5 BUILDING DEPARTMENT -- -- OF DOOR OPENING LINE OF HIrADER AND MOTOR 01.08.2024 6 PLANNING BOARD REVISIONS 01.17.2024 7 ISSUED FOR DOB PERMIT CONCRETE SLAB CONTINUOUS SEALANT 8-0 4„ DO j / /, OR OPENIN - � � — — 02.05.2024 8 PLANNING BOARD MEETING SEE STRUCTURAL DWGS CLOSED CELL FOAM BACKER ROD _ _ _ _ — — — — — — — — --J _ 02.21.2024 9 UPDATED FOR LPC APPROVAL WATERPROOF MEMBRANE FLOOR FINISH 1 -4 1/2 02.21.2024 10 ISSUED FOR PRICING EMPER SYSTEM 1/4" CEMENTITIOUS-URETHANE Ell \ 03.212024 11 TOWN MEETING \, WOOD TRIM AT OPENING 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 04.04.2024 13 ISSUED FOR DOB PERMIT 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL ° ° OOD TRIM I I' >.� �x X X,% -X° ¢ 04.17.2024 15 1007 CID A OPENING ° � ° \ II � 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL a 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL 8 ° \ 05,22.2024 18 ISSUED FOR DOB PERMIT ° x C/) 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL AL U' ¢ 07.25.2024 20 DOB REVIEW COMMENTS 08.28.2024 21 DOB REVIEW COMMENTS 2 ° ° `- PROVIDE WEATHER STRIP 09.17.2024 22 DOB REVIEW COMMENTS 3 FINISH FL OR A 09.23 2024 23 DOB APPROVAL 10 SLOT DRAN DETAIL 4 �2A ��LSLIDING DOOR JAMB 2 GLASS SLIDING DOOR HEAD DOB esc SCALE:########## ######## 2X4 TRIM 2X4 TRIM Pc.T 3 1/2" WOOD SHIPLAP 3 1/2" METAL r I CLADDING VINES ON MILL - - - - - - - - — _ — 16505 MAIN RD — — — MATTITUCK, NY 11952 / WATER PROOF —— —— — — WATER PROOF ' / CAULKING / X _J 'I HM DOOR / / HMUDOOR / FRAME / < FRAME OF DOOR OF DOOR HM DOOR / / Of o m HM DOOR / 2" � T1TlE w m DETAILS - �\ w Q >< N - FRAME DE DOOR AND —DOOR JAMB PEMKO ��!, DOOR JAMB / x � FRAME BEYOND 2550 SADDLE MILL INISH ALUMINUM \ BEYOND ¢ HM/WD DOOR CONC. SLAB- \ FINISH FLOOR I - WINDOWS S�ABRETE \ I - - - - - - - "' irminr r , / !y PR JECT No: 2121 CN \ N J.CoeF DRAWING BY: sm 'A A/ 2 � 2" k �� CHK BY: gc DWG Na C9SADDLE CONCRETE $ SADDLE EXIT DOOR 6 STAIR 2 EXIT HEAD AND JAMB 3 EXIT DOOR HEAD AND JAMB 1 HEADJAMB DETAIL - - ,� A-502.00 SCALE:########## SCALE:########## SCALE:########## SCALE:########## SCALE:########## 221 R Fop �J CADO FILE No: OWNER: I , 4-3 4'-3" 4'-3- 4'-3" 4'-3" LINE OF WALL I 2" GL. PIPE POST 40 17' 9" 1/4" STAINLESS STEEL —0 1/4" STAINLESS STEEL DESIGN/ARCHITECT: CABLE, 3-1/2" SPACING TYP. (4) EQUAL SPACING CABLE, 0 3-1/2" SPACING TYP. 2" GL. PIPE ; 1.5" STEEL HADRAIL I SCHEDULE 40 POST MEZZ FLOOR MEZZ FLOOR } - A. {b . $ � Z I � - GLEN COBEN 2" GL, PIPE 1/4" STAINLESS STEEL ARCHITECT 906 NEWEORKK,,NY 0016 SCHEDULE 40 �OST I CABLE, TYP. TEL:212 689 2779 TO CATWALK � FAX:212 689 1033 STRUCTURAL BEAM' I `� email:glen@glenandcompany.com —STEEL CHANNEL CIVIL ENGINEER: OF CATWALK STRINGER " JOSEPH FISCHETTI, PE. ANGLE BRACKET STRUCTURAL BEAM 1/4 STAINLESS STEEL PROFESSIONAL ENGINEER CABLE, 3-1/2' SPACING TYP. r eox 616 SOUTHOLD,NY 11971 631-765.2954 LINE OF WALL ----------STRUCTURAL POST I r STRUCTURAL ENGINEER: DILANDRO ANDREWS �.' . ENGINEERING, PLLC SUITE 10 SOU HAM TON,NY 19 8 y 631-259-3959 0 I ih r FINIS FINISH FOOR WALK WALK WAY ELEVATION CAT WALK TANK SIDE ELEVATION 4)��T :3/8"= 1'•0" ( NORTH I GAL. STEEL 4 INCH. u FLATTENED EXPANDED MESH: KICK PLATE 17 RI ER@ o 1 R SE @ 7" McNICHOLS:CATWALK CARBON All legal rights including, but not limited to,copyright and design SREW I 3 3 patent rights, in the designs, arrangements and plans shown on this STEEL MESH ]60000]3 document are the property of Glen Coben Architecture&Design PLLC, —�� " and were developed for use sole) on this project. The may not be I 58% OPEN 5/8 THK. A-504.00 A-504.00 P p Y p P 1 Y Y used or reused in whole or in art, except in connection with this " project, without the prior written consent of Glen and Company. 01 12-1 P Glen Coben Architecture & Design, PLLC. -- --- --- _:_� � V � D I � D N � 2023 .._ 3'-2" SUBMISSIONS - C CHANNEL 1.5"X1.5"XI/4" DATE N0. REMARKS WELDED TO STEEL BRAM I I 12.01.2022 1 SITE PLAN UPDATED 04.10.2023 2 PLANNING BOARD ., 08,155.2023 3 PLANNING-BOARD TYP. GRATING DETAIL 6 TYP. GRATING 1 o.1s.2o23 4 PLANNING BOARD 11.22.2023 5 BUILDING DEPARTMENT 01.08.2024 6 PLANNING BOARD REVISIONS 01.17,2024 7 ISSUED FOR DOB PERMIT 02.05.2024 8 PLANNING BOARD MEETING o o I 2 GL. PIPE 02.21.2024 9 UPDATED FOR LPC APPROVAL ! I �-� SCHEDULE 40 7 '� 02.21.2024 10 ISSUED FOR PRICING TOP 03.21.2024 11 TOWN MEETING 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 2 04.04.2024 13 ISSUED FOR DOB PERMIT A- 4.00 A-504.00 04.09.2024 14 PLANNING BOARD REVISED FOR APPROVAL 5 I 04.17.2024 15 100% CD 3'-2" N A-504.00 5 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL - I ( 05,16.2024 17 PLANNING BOARD REVISED FOR APPROVAL A-504.11 j 3'-2° 05.22.2024 18 ISSUED FOR DOB PERMIT 2" GL. PIPE TYP, TYP, 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL SCHEDULE 40 }; TYP. GRATING OF CATWALK 07.25.2024 20 Doh REVIEW COMMENTS POST 12'-7" a 08.28.2024 21 DOB REVIEW COMMENTS 2 09.17.2024 22 DOB REVIEW COMMENTS 3 \ 1 1 I A-504.00 09.23,2024 23 DOB APPROVAL 1/4" STAINLESS STEEL / 1 STRUCTURAL POST BELOW STRUCTURAL POST BELOW CABLE, TYP, \ U ; 3'-0" I u T.0 CATWALK — — — — — — — — — — — — — — — --� — — — DOB BM: r7 M 1 3—0" EO 12'-9 3/8" EO 10 r~, LANDING 4". .., A.F.F. 1" STEEL RAILING II FLATTENED EXPANDED MESH: 3-1/2" SPACING, TYP. 3,_2„ PllOJE4T McNICHOLS:CATWALK CARBON „ 2 GL. PIPE STEEL MESH 76000073 VINES O N MILL 58% OPEN 5/8" THK. SCHEDULE 40 POST \ TYP__ 16505 MAIN RD II iV \ �- DO MATTITUCK, NY 11952 FLATTENED EXPANDED MESH: � I I - ANGLE BRACKET PERFORATED STEEL TO CATWALK PANEL RISER WELDED TO FF 10-0 A.F.F. ANGLE BRACKET - A' ------�---- ----- ---- - ----- � - --- ---- -- SHEET TITLE 6 STEEL CHANNEL D'V ( I o D N t A-504.00 STRINGER o I DETAILS - ' , N I CATWALK ATTACHED TO FLOOR - STEEL BEAM WITH EXP. BOLTS FINISH FOOR r6 hd SEE STRUCTURAL p'--Z—ATT, DWGS FOR DETAIL �C}S�r�gc PROJECT No: 2121 G �J.C06 y/� DRAWING BY: sm 5 TYP. SECTION DETAIL 3 CATWALK STAIR SECTION ENLARGED CATWALK PLAN " `�0 DWG Na !C� P CHK BY: gc SCALE:1 1/2"_ 'I'-0" SCALE:3/8" = 1'-0° SCALE:1/4"= 1'-0" } �l A-504.00 313� Q CADO FILE No: DOOR SCHEDULE OWNER: DOOR FRAME IRE RA NUMBER LOCATION - THRESHOLD HARDWARE MANUFACTURE MODEL # U SHGC AIR LEAKAGE REMARKS TYPE WIDTH HEIGHT THICKNESS MAIERIAL FINISH HEAD JAMB MATERIAL FINISH HOUR GLASS FACTO RATE (CFM/SF) 101 PRODUCITON 4 2 12'-0" 10'-0" 1-3/4" AL GL POWDER COATED 3 A-502.00 4 A-502.00 _ AUTOMATIC SLIDING DOOR INSULATED LOW-E UV-COATED 0.3 0.28 PROVIDE WEATHER STRIP UNDER DOOR 102 BARREL ROOM 4 2 12'-0" 10'-0" 1-3/4" AL GL POWDER COATED 3/A-502.00 4/A-502.00 9/A-501.00 AUTOMATIC SLIDING DOOR W EXIT DOOR INSULATED LOW-E UV-COATED 0.3 0.28 - PROVIDE WEATHER STRIP UNDER DOOR 103 EXIT 1 3'-0" 7'-0" 1-3/4" HM PT 2 A-502.00 HM PT 8/A-501.00 SET 4 PROVIDE WEATHER STRIP UNDER DOOR 104 EXIT 1 3'-0" 7'-0" 1-3/4" HM PT 2 A-502.00 HM PT 8/A-501.00 SET 4 PROVIDE WEATHER STRIP UNDER DOOR 16" GA. 8"H 105 BATHROOM 1 3'-0" 8'-0" 1-3/4" HM PT 1 A-502.00 HM PT 12 A-501.00 SET 2 CONCEALED METAL REINFORCEMENT PLATE 106 BATHROOM 1 3'-0" 8'-0" 1-3/4" HM PT 1 A-502.00 HM PT 12 A-501.00 SET 2 PROVIDE WEATHER STRIP UNDER DOOR 107 STORAGE 1 3'-0" 8'-0" 1-3/4" HM PT 1 A-502.00 HM PT 12 A-501.00 SET 1 SEE PARTITION DESIGN/ARCHITECT: 108 OFFICE 2 3'-0" 8'4 1-3/4" HM PT 1 A-502.00 HM pT 9/A-501.00 SET 3 TYPE FOR STUDS1117 109 EXIT FROM BARREL ROOM 1 3'-0" 7'-0" 1-3/4" WD WD 2 A-502.00 WD WD 8/A-501.00 SET 4 200 MEZZ MECHANICAL ROOM 1 3'-0" 7'-0" 1-3/4" HM PT 1 A-502.00 HM PT 9/A-501.00 SET 1 PROVIDE WEATHER STRIP UNDER DOOR " 201 MEZZ MECHANICAL ROOM 1 S-O" 7'-0" 1-3/4" HM PT 1 A-502.00 HM PT 9/A-501.00 SET 1 i 0 HARDWARE SCHEDULE WINDOW SCHEDULE ALL GLAZING IS TO BE BIRD-SAFE AND PREVENTS LIGHT SPILLAGE AFTER DARK. + SET 1: SET 4: HARDWARE MANUFACTURER MODEL NUMBER FINISHES TAG TYPE FRAME NOMINAL DIM. GLASS U SHGC VLT AIR LEAKAGE R' 1.5 PRS. BUTT HINGES 1.5 PRS.SINGLE ACTING SPRING HINGES SPRING HINGES McKINNEY 4.5"X4.5' 1502 US26 (WXH) FACTOR (%) RATE (CFM/SF) STOREROOM LOCKSET PANIC HARDWARE BUTT HINGES EMTEK 3.5'X3.5'HEAVY DUTY 92013 US26 GLEN COSEN SILENCERS SILENCERS --- - c KICK DOWN HOLDER KICK PLATE(BOTH SIDE) SILENCERS GLYNN. 64 FOR HM, 65 FOR WOOD REFER TO DWG ALUMINUM INSULATED SOLARBAN 70 (2) SOLEXIA+CLEAR ARCHITECTURE + DESIGN, PLLC KICK PLATE (BOTH SIDE) KICK DOWN HOLDER PRIVACY LOCK CORBIN RUSSWIN ML2020 PRIVACY W/ARMSTRONG LEVER US26 W1 GLASS FIXED W/THERMAL BREAK LOW SOLAR GAIN LOW-E UV-COATED 0.24 0.26 56 <0.2 BY VITRO GLASS OR EQUAL APPROVED o0 33 E 33 ST SUITE 906 NEW YORK,NY 10016 DOOR STOP DOOR STOP STORE ROOM LOCK CORBIN RUSSWIN ML2057 STORE ROOM W/ARMSTRONG LEVER US26 G TEL:212 689 2779 TYPE 1 ALUMINUM INSULATED SOLARBAN 70 (2) SOLEXIA+CLEAR SET 2: KICK DOWN HOLDER EMTEK 5"KICKDOWN 2265 US26 W2 8'-0"X 8'-8" LOW-E UV-COATED 0.24 0.26 56 <0.2 FAX:212 689 1033 1.5 PRS.SINGLE ACTING SPRING HINGES DOOR STOP EMTEK 1.5" FLOOR BUMPER 2257 US26 GLASS FIXED W/THERMAL BREAK BY VITRO GLASS OR EQUAL APPROVED email:glen@glenandcompany.com DEAD BOLT OCCUPANCY INDICATOR KICK PLATE ROCKWOOD K1050 8'X34' US26B TYPE 2 ALUMINUM INSULATED SOLARBAN 70 (2) SOLEXIA+CLEAR DOOR PULL(BACK TO BACK) " I " <0,2 SLENCERS PANIC HARDWARE CORBIN RUSSWIN PED 4000 SERIES W/ARMSTRONG LEVER US32D W3 GLASS FIXED W/THERMAL BREAK 8 BY VITRO GLASS OR EQUAL APPROVED KICK PLATE(BOTH SIDE) DEAD BOLT OCCUPANCY INDICATOR SCHLAGE B571 US26 CIVIL ENGINEER: DOOR STOP DOOR PULL BACK TO BACK LOCKWOOD RM7501-12' US32D TYPE 2 ALUMINUM „ LOUVER SET 3: W3.1 LOUVER W/THERMAL BREAK 7-0 X 6-O (COLOR TO MATCH WALL COLOR) - - - - JOSEPH FISCHETTI, PE. PROFESSINAL ENGINEER 1.5 PRS.SINGLE ACTING SPRING HINGES BOX 616 SO971 OFFICE LOCKSET W/HANDLE " 631--765-298 SILENCERS TYPE 3 1/4 THK. - - - - KICK PLATE(BOTH SIDE) W4 GLASS FIXED ALUMINUM 4-4 X 3-1 DOOR STOP TEMPERED 3 TYP. BLOCKING SCALE:1 1/2"= 1'-0" STRUCTURAL ENGINEER: DILANDRO ANDREWS ENGINEERING, PLLC 158 COUNTY RD 39 SUITE 10 SOUTHAMPTON,NY 11968 631-259-3959 I� I UNDERSIDE OF STRUCTURE UNDERSIDE OF STRUCTURE I� I HEAD I I CONT. DEFLECTION TRACK HEAD CONT. DEFLECTION TRACK FASTENED TO STRUCTURE FASTENED TO STRUCTURE O.0 MAX DOOR TYPES � � I ® 12"o.c MAX @ 12" 3-5/8" METAL STUDS 3-5/8" METAL STUDS 2.�"� 2,„ I I 25-GAUGE AT 16" O.0 25-GAUGE AT 16" O.0 � (1)LAYER OF 5/8" MMR GYP.BD (1)LAYER OF 5/8" MMR GYP.BD AT EACH SIDE ! AT EACH SIDE Lam! - - - - TAPE, SAND AND FILL ALL JOINTS TAPE, SAND AND FILL ALL JOINTS - - - - - - PLAN PLAN 2A NORTH CLOSED CELL SPRAY FOAM INSULATION 1/2" DUROCK CEMENT BOARD 1'-2" i RETURN AIR DUCT APPLIED (1)LAYER AT WET SIDE AND (1) LAYER OF 5/8" MMR GYP.BD KICK 4 4 I I I VAPOR BARRIER 3.5" SOUND ATTENUATION PLATE IN FULL PATH All legal rights including, but not limited to, copyright and design p patent rights, in the designs, arrangements and plans shown on this IA document are the property of Glen Coben Architecture & Design PLLC, CONT. BOTTOM RUNNER CONT. BOTTOM RUNNER and were developed for use solely on this project. They may not be used or reused in whole or in part, except in connection with this ATTACHED TO SLAB ATTACHED TO SLAB project, without the prior written consent of Glen and Company. BASE I I AT 24" O.C. MAX AND BASE AT 24" O.C. MAX AND Glen Coben Architecture & Design, PLLC. III ( WITHIN 1'-0" OF ENDS. WITHIN 1'-0" OF ENDS. c 2023 SET RUNNER IN CONT, SET RUNNER IN CONT. TYPE 1 4" i+ ( ( ACOUSTICAL SEALANT ACOUSTICAL SEALANT SUBMISSIONS COVE BASE COVE BASE DATE N0, REMARKS I I I FINISH FLOOR FINISH FLOOR 12.01.2022 1 SITE PLAN UPDATED 2 2„ 04.10.2023 2 PLANNING BOARD `� * TYPE 4 TYPE 2 08.15.2023 3 PLANNING BOARD 4 2 10.16.2023 4 PLANNING BOARD / NON RATED NON RATED 11.22.2023 5 BUILDING DEPARTMENT 2A TYPE 2A 01.08.2024 6 PLANNING BOARD REVISIONS NON RATED 01.17.2024 7 ISSUED FOR DOB PERMIT 02.05.2024 8 PLANNING BOARD MEETING 1 PA RT I I TO N TYPE 4 PARTITION TYPE 2 02.21.2024 9 UPDATED FOR LPC APPROVAL `�' 5 02.21.2024 10 ISSUED FOR PRICING 03,21.202_4 11 TOWN MEETING 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL 04.04.2024 13 ISSUED FOR DOB PERMIT 04,09.2024 14 PLANNING BOARD REVISED FOR APPROVAL KICK / 04.17.2024 15 100% CD PLATE 00 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL o I 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL I I 05.22.2024 18 ISSUED FOR DOB PERMIT zz 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL F7 F7 07.25.2024 20 DOB REVIEW COMMENTS UNDERSIDE OF STRUCTURE 08.28.2024 21 DOB REVIEW COMMENTS 2 09.17.2024 22 DOB REVIEW COMMENTS 3 TYPE 2 09.23.2024 23 DOB APPROVAL TYPE 4 HEAD CONT. DEFLECTION TRACK FASTENED TO STRUCTURE 12"O.0 MAX WINDOW TYPES Doe eSCAN: FINISH CEILING 2 I-502.00 5 2„ 3,-7„ 4„ �2`"„ A-502.00 2„ y II 2-1/2" METAL STUDS PLAN N - -N 25-GAUGE AT 16" O.0 0 :J 1/2" DUROCK CEMENT BOARD VINES ON MILL 2 N SEE APPLIED (1)LAYER AT WET SIDE 16505 MAIN RD LAN AND (1) LAYER OF 5/8 GYP.BD / N MATTITUCK, NY 11952 N -D,> 1 CONT. BOTTOM RUNNER SHEET 1111.E co 00 ATTACHED TO SLAB BASE AT 24" O.C. MAX AND SCHEDULES - DOORS C, TYPE 2 WITHIN OF FCONDTS WINDOWS AND L7 ACOUSTICAL SEALANT [711 / _J�_ PARTITION \A5 J.Co& y�j DRAWING BY: smPROJECT No: 21 _ YPE 3 G� '� ��� CHK BY: gc 8-0 4 I O-IN ON FIRE RATED PLUMBING CHASE ' Na 4 PARTITION TYPE 3 A-600.00 22136 C� CADO FILE No: TYPE 1 TYPE 3 ,y OWNER: COMcheck Software Version COMcheckWeb ENERGY CODE ANALYSIS SUPPORTING DOCUMENTS Envelope Compliance Certificate CLIMATE ZONE 4 EXCEPT MARINE TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THIS APPLICATION IS IN COMPLIANCE WITH THE ECCCNYS 2020. MECHANICAL, PLUMBING AND ELECTRICAL WORK TO BE FILED, APPROVED AND PERMITTED UNDER SEPARATE FILING PRIOR TO ANY WORK, REMOVAL OR Project Information INSTALLATION OF FIXTURES NOTED HERE FOR REFERENCE ONLY. DESIGN/ARCHITECT: Energy Code: 90.1 (2016) Standard Project Title: Vines on Mill " "r Location: Mattituck, New York Climate zone: 4a Project Type: New Construction SUPPORTING DOCUMENTATION REFERENCE I ,�, ' � ° Vertical Glazing/Wall Area: 19% Performance Sim. Specs: EnergyPlus 8.1.0.009 (EPW: USA CT Bridgeport- WALLS A-100,00 A-500.00 Sikorsky.Mem.AP.725040 TMY3.epw) WINDOWS A-110.00 A-600.00 DOORS A-200.00 Construction Site: A-300.00 16555 Main Road Owner/Agent: Designer/ContractDr: Mattituck, New York GLEN COSEN ARCHITECTURE + DESIGN, PLLC Building Area Floor Area 33 E 33 ST SUITE 906 NEW YORK,NY 10016 PROGRESS INSPECTION FOR ENERGY CODE-ENVELOPE TEL:212 689 2779 1-Wine Production Facility and Storage(Manufacturing Facility): 5200 FAX:212 689 1033 Nonresidential email:glen@glenandcompany.com Envelope Assemblies CIVIL ENGINEER: Assembly Gross Area Cavity Cont. Proposed Budget U- CODE CITATION (90.1(2019)) PROGRESS INSPECTION CODE PRESCRIBED VALUES JOSEPH FISCHETTI, PE. or R-Value R-Value U-Factor Factors,) R402.1.1, R402.2.1, INSULATION PLACEMENT ALL INSTALLED INSULATION IS LABELED OR THE INSTALLED R—VALUES PROVIDED. PROFESSIONAL ENGINEER Perimeter BOX 818 SOUTHOLD,NY 11971 R402.2.2, R402.2.5, AND R—VALUES 631-765-2954 Roof: Metal Building, Standing Seam, Single Insulation Layer 5200 19.0 12.4 0.041 0.037 R402.2.6 C402.1.4 with Thermal Blocks(d), [Bldg. Use 1 -Wine Production Facility and Storage] Floor: Unheated Slab-On-Grade Fully insulated (uniform R- 3700 --- 10.0 0.360 0.520 R402.1.1, R402.2.1, value across perimeter+ under entire slab), [Bldg. Use 1- R402.2.2, R402.2.5, FENESTRATION AND DOOR U—FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED IN ACCORDANCE Wine Production Facility and Storage](c) R402.2.6 U—FACTOR AND WITH THE NFRC TEST PROCEDURE OR TAKEN FROM THE DEFAULT TABLE. NORTH C303.1.3, C402.4.3 PRODUCT RATINGS FENESTRATION PRODUCTS RATED IN ACCORDANCE WITH NFRC. STRUCTURAL ENGINEER: Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1 -Wine 1700 19.0 9.1 0.055 0.064 DILANDRO ANDREWS Production Facility and Storage] Window: Metal Frame: Fixed, Perf. Specs.: Product ID Vitro 30 — -- 0.240 0.380 R402.4, R402.4.1.2 FENESTRATION AIR LEAKAGE TESTING STATEMENT ENGINEERING, PLLC o arBan 7 SHGC 0.26,VT 0.56, [Bldg. Use 1-Wine R402.4.1.3 I LEAKAGE 158 COUNTY RD 39 SUITE 10 SOUTHAMPTON,NY 11968 Production Facility and Storage](b) Door: Uninsulated Single-Layer Metal,Swinging, [Bldg. Use 1- 24 --- — 0.150 0.370 631-259-3959 Wine Production Facility and Storage] R402.1.1, R4023.1 FENESTRATION AREA FAST R402.3.3, R402.5 Ext.Wall: Wood-Framed, 161n, o.c., [Bldg. Use 1-Wine 1100 19.0 9.1 0.040 0.064 Production Facility and Storage] AIR BARRIER— AIR BARRIER AND THERMAL BARRIER INSTALLED PER MANUFACTURERFS Window: Metal Frame: Fixed, Perf. Specs.: Product ID Vitro 70 --- -- 0.240 0.380 R402.4.1.1 Solarban 70, SHGC 0.26,VT 0.56, [Bldg. Use 1-Wine C402.4.3 VISUAL INSPECTION INSTRUCTIONS. AN APPROVED THIRD PARTY WILL INSPECT ALL COMPONENTS Production Facility and Storage](b) AIR BARRIER—TESTING AND VERIFY COMPLIANCE. SEE SECTION DETAILS AND GUIDANCE Door: Glass(over 50%glazing): Metal Frame, Entrance Door, 190 --- -- 0.240 0.680 FROM TABLE R402.4.1.1. Perf. Specs.: Product ID Vitro Solarban 70, SHGC 0.26,VT 0.56, [Bldg. Use 1-Wine Production Facility and Storage](b) PERMANENT CERTIFICATE SOUTH R401.3 Ext.Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Wine 1700 19.0 9.1 0.055 0.064 Production Facility and Storage] Window: Metal Frame: Fixed, Perf. Specs.: Product ID Vitro 70 --- --- 0.240 0.380 Solarban 70, SHGC 0.26,VT 0.56, [Bldg. Use 1-Wine Production Facility and Storage] (b) Project Title: Vines on Mill Report date: 08/26/24 NORTH Data filename: Page 1 of 9 ( ) All legal rights including, but not limited to, copyright and design patent rights, in the designs, arrangements and plans shown on this document are the property of Glen Coben Architecture &Design PLLC, and were developed for use solely on this project. They may not be used or reused in whole or in part, except in connection with this Assembly Gross Area Cavity Cont. Proposed Budget U. project, without the prior written consent of Glen and Company. or R-Value R-Value U-Factor Factor(.) Glen Coben Architecture & Design, PLLC. Perimeter c 2023 WEST SUBMISSIONS Ext. Wall: Steel-Framed, 16in. o.c., [Bldg. Use 1-Wine 1100 19.0 9.1 0.055 0.064 Production Facility and Storage] DATE NO, REMARKS Window: Metal Frame: Fixed, Perf.Specs.: Product ID Vitro 690 __ _-- 0.240 0.380 Solarban 70, SHGC 0.26,VT 0,56, [Bldg. Use 1-Wine 12.01.2022 1 SITE PLAN UPDATED Production Facility and Storage](b) 04.10.2023 2 PLANNING BOARD (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. 08.15.2023 3 PLANNING BOARD (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. 10.16.2023 4 PLANNING BOARD (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. 11.22.2023 5 BUILDING DEPARTMENT (d)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt, and the roof deck secured to the 01.08.2024 6 PLANNING BOARD REVISIONS purlins. 01.17.2024 7 ISSUED FOR DOB PERMIT 02.05.2024 8 PLANNING BOARD MEETING '� -k r ®" (' s -1 'r'"-�" 777, � ! 02.21.2024 9 UPDATED FOR LPC APPROVAL Envelope Compliance Statement 02.21.2024 10 ISSUED FOR PRICING 03.21.2024 11 TOWN MEETING Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, 03.29.2024 12 PLANNING BOARD REVISED FOR APPROVAL specifications, and other calculations submitted with this permit application.The proposed envelope systems have been 04.04.2024 13 ISSUED FOR DOB PERMIT designed to meet the 90.1 (2016) Standard requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 04.09.2024 14 1 PLANNING BOARD REVISED FOR APPROVAL04.t7.2024 15 1 100% CD 04.22.2024 16 PLANNING BOARD REVISED FOR APPROVAL Name-Title Signature Date 05.16.2024 17 PLANNING BOARD REVISED FOR APPROVAL 05.22.2024 18 ISSUED FOR DOB PERMIT 05.23.2024 19 PLANNING BOARD REVISED FOR APPROVAL 07.25,2024 20 DOB REVIEW COMMENTS 08.28,2024 21 DOB REVIEW COMMENTS 2 09.17.2024 22 DOB REVIEW COMMENTS 3 09. 3.2024 23 DOB APPROVAL DW BM PNQEICI VINES ON MILL 16505 MAIN RD MATTITUCK, NY 11952 SHEET MU ENERGY COMLIANCE ENVELOP 915MAAI PROJECT No: 2121 Project Title: Vines on Mill Report date: 08/26/24 �>,5 BEN J.coa �/j� DRAWING BY: sm Data filename: Page 2 of 9 G Fy F`� CHK BY: gc 4 WG Na +�a N-100 �^ Z2136 CADO FILE No: .-� 5'/,��� 11� a � .� - -- - ---- -------- -_ _- _ --- - - - ------------ _,__ - - ------------------------------------------- - - - - - - -- - __-- -- - __ . - - - �s...x - - -- �. - - - - -_ - - --- ---- _ __ -- - - - I m. S. ^�F` ;. t" I HEATING + COOLING I I I I CRU N �'AD hftp://wtww.koibmechanical.com LOADING 631 -298-5527 . - _ - - ._ .. _ . , . - ,-, I I - I - - - - - - - - -- - ' t I , - 1 I I _ I - -- - - < ----- I - - - I --- - '' --- - i , , - - - - __ I; - - Eai --� I I ;f, I , - 1, 1 ;, \ ,; I .F./ \ . \ i - / - / ,. 1\, • • MECHANICAL `,, /'--- �\ , /; ,r / \ / ,/ - - ` I III -- - ff, \ r , / i I r , r . ~/ I I I UTILITY \ \�__/ / "'I "" , : L _A11,11 _�,, - -/ , ," '. � �., "�" ,��_ _2 1- "I \, 1,1, � 1 -/ ,./ \'-,./ I / L, I '— ,'' \" ",' "' . ::1 / \,,�' �,�� ! : � /.'- �e_ V%r: I r/ - , \r \ ; /,`-)w i`-,��r-1 - 4 r'1-r I ��4 ,� �' -/ 'll ; / I 1:�_ \\ /11 \ / 1, f \, i - ,/ ,/ r Q '/ t/' ,< 'Z, /',i r PROJECT INFO , , 4 I / 1 I / ,F r I Q I \, / ZI` 1 - - BUILDER: McLoughlin Construction / I '\ r /" f11� a / ARCHITECT: Glen Coben Architecture + Design, PLLC -- '. , r / ,r` f / / \ r \/' r , l\, / \f / -/, / ,, \,` \, 'if I I D '11 ,! /''\, \r /' ,I ,/,,4/ / _ r '.,r /' ./ ,, ./ ,/\/ '/' \/ I/ __i \,/' ,f' ' LL ,� / x/ \/,. „ ,, /\, \, : , , '; ' /' ,' \ /:/� ., ," ''\ ENGINEER: rl //_ \ \ ./ H / r, 1, / !' . / - -- - - - I 1 1 I f f f , / „\ \/, / / f \/, I / \_ \^ f / / t / '/> MECH CENTER: KOLB Mechanical \ \-' j , /. , / \i „ "/ ,_/ \/ t r- /-\ t11 / ` r' f f f �- - Q Q Q \ 4 /, .% f ; ISSUE DATES / v 'f y'' I l J ' , ' \, , r, / , , / (� ' , , . / ,. /` ,♦ / ., \;` r - -- - -- . Layout_ -15-2024 \ \ - - - - - - %" , `Ir` - F .� / \ HP HP HP Preliminary Mech. Sub#1 3 / \ �-. r`, , f ,/ ,.%:t \i' .,I; , f / \/ '/ ;'�t' ., t 2 3 Progress 90% DD Set 4-3-2024 / \ 1. / ^ % f \, ./' MXZ-2CZONAHZ MXZ-SMGONAM MXZ--SMGONAM ,' %' / / 20,000b t o (0,000b t o 0,000b t o \ 11. 1 I I i 1 �GU-1,2 FGU-MRIa,MRlb FGU-MRZa,MR2b ,' , „ 1 , 4, „ r " REVISIONS \, �, % r , - - - - -- - - I - /' r , r \/` \f /' , It r- _ \/ ' 1 I ; . / \ *, / F`'\ REV# DAlE AREA CHANGE , r' ,; / / . , ,% i \.%` ,i 1 -21-2024 - Conform to Updated Arch. Design / \, / , ,f /I- f •\' / 11 r i r' ,✓ / //'\/ „ - ,/ II I _ r < , I' ,, , - - - /' / \ ,-�� , i r , \ rf f f ✓ ' • / / ,, /r % \. , / - /" _ / , \. / ,/' / \, 1= /, , /\ /\/ , it , / / t I / i' / i' 2 o 1/ r'L. r E R sf � \. 1. % I r / r / \ \ ,, , / f^, \ ! 1 - - ", / f it/ ( " �/ MYDRONIC RADIANT FLOOR HEATING SMALL NOT 15E I r % /' r \. f T KS.r`11 is OYV TA AN AI TA A RAN DEL- FERMEN TION M N IN \r! I' �- / • - - - ,I , r f` ! % / / /'% MINIMUM OF 18 SEPARATION FROM FERMENTATION L 1, r' I TANKS. I i Ll FE ENCED DRAWINGS / \'` / RE R I GS DI 4 r` /�I, i I' I I I I I I �, i I i / / ,f ,T l r (` i'\ �r' n T" M TIGALL EALED DOOR ARE RE IRED AT DRAWING 11TLE DATE REV. I BE � �hNc�,)1� �' I .,A,KI�Ci.tB�. :�_.__ III MERE Y QU I # j /' v \^' p, I I l /' , . / r A ro S t-2 ' . i" THE EN RANGE OF THE RREL CELLAR EN URE 31 / III NO AIR LEAKAGE & TO MAINTAIN DESIRED PANASONIG \, , ;I :, , ;I, ,, /' /' /' %, ''\/ \ 1 f �E A15LE "/, y/I r S T PO Ts.— I /' , TEMPERA URE UvIDI E IN FV 05 VF I' TY I I ;' `; /H { i — I-,,- _`___r____,__r__�­_, ' ' \,, _50/80/IlOcfm � . �,�-,-r,.,,�— — —��..-_ ,.-- — � -� �-- F / ,�' �, ,; , , f ;", ;' , i` ,� I \/',\ ' 'f r, HIGH DENSITY PRE-INSU..ATED HYPRONIG SUPPLY & RETURN PIPING TO THE FU-LY „ -1 „ -------..-.--_____-' '- . --- .--� ./ -, ,/' t / /}, - - / / \♦ ,r ,/ \ i ,i /Fcu X2 0 / \ , ;` / ,\I/ ;, !, r y MODULATING HIGH EFFIGIENGY eA5 FIRED $OILERS LOCATED IN THE EXISTING BARN2 ( � I r,/ �\ \f /" ii '�/ III . , ,.11 , / ,,, STR TUBE. DETAILED PIPING ROUTINe TO 15E GOORDINA N TOEXH uP STO Rf'tG E ; ,% % UGTED ON CIVIL DRAWI eS KEY PLAN S / ` III '`,M Z-eS A / 09N I I S S rAl A MAI I r N NED SE RE I N ERE RED AGKE UR U, Qt , Iz :3 I ;, II 95JF / _ / r , I�' , . „ , f III , \ r / I ® hl' ,I R - f� I / r y+ ^+�e- 1 r 1I*' / III ," f40 , 1 1 � I" -I I x � "1, '. ,� ;� I �� � , "I" , ., �, � �, '/ �,. , . ,/ , ,/ I N - I ' > -\: �' \r .i ,i\ % �Ilx I/o"xl�ll, , ; \ ED r 71" ��f_,��1717 1�t_N - MSZ-e5 A I/o xIG "x l/o" IG xIG" I '\ i\ /` ., I(, /", ', R o9N �E AR OO S f >' ; „ i C \/ RA RA U' ti r-UP /A P A \ r A R U' / �. 11 , \' / ,f G\ Og � „ - : r '�� I I,:, , , ,\ , , _>/ L L�' � I \ t , - , , i ., -' -' ' i I 1. \ ,, r ,f .; '., ' / =- -- �OI�LER Ii LO�GADITED IN THE DETACHED BARN V�AZONE . 1 f1s _.._ __-_ /, F , ,I .i � �I-i � / T - s // �/ s4.. RHINOFLEX DIRECT 15URIAL INSUATED HYDRONC, QED AR 144'x16" - - - - 144'x16" _ U4 PIPING. FRAMING & ACCESS PANEL REC�UIRED FOR $� ?2135 C) '(�G Cy `� N J. c - ,aoo cF - soo cF -'' (Q ACCESS. FURTHER COORDINATION REQUIRED. QF ni L- GCE ce�c T�/� I I, 1 `�� __LWR-__- LWR --- O \.• ------ I I --) Iw ��► I ' II - - - 1 MECHANICAL LEGEND -- - - - - I I I 1 . , , r- A EL , _ - - I 4 SUPPLY AIR ' �® I I --♦-�— RETURN AIR ��� 22136 �0 TEMPERATURE SENSOR U R I � O 1 � � © F cE AR. - '� E I N 7 - ON LOC T1 A I I � THERMOSTAT 10 s � I I I I', I N ® SUPPLY GRILLE - ! I RETURN GRILLE _ I WALL NEEDS TO f5E ENLAReED TO ACCOMMODATE I I RETURN AIR DUCTWORK, AS WELL AS REQUIRED ® EXHAUST GRILLE I SPRAY FOAM INSUATION. KM REQUIRES A MINIMUM I 1 I ; , 5 tIVY 1-22 202 4 I GS D D W B HI WALL SUPPLY ATE DRAWN: RA N Y: F HIGH WA S A CAVITY OR RETURN D TW OF h CLEAR G TY TUR UG ORK r5 MALL WITH x D ER WRA A 8 N EXTERNALLY PPED I RE UG Y 1 RETURN w5 L LOW WALL SUP PLY I IO I i: i I 1 R-8 (3 THICK) INSULATION. SCALE: /4 =1 PROJ MAN: DK rh L I S CEILING SUPP Y I I 1i i w A r ro FI w r o5 V LLED WITH ALL CAVITIES IE GL ED CELL I �E �I I I I I I 1i I I _ I - S S SPA FOAM T & WALL TO R INSULATION L NED Y U� 13E r5 I I FLOOR SUPPLY I W AP A I VAPOR RRIER.m i� I TITLE: I 1 I 5 I ! I I TOE KICK SUPPLY I �� I I MNft HIGH WALL RETURN i r First Floor S I I 0 A A KM M DS THESE REL REM N OM ENR REGI� I L LOW WALL RETURN EMPTY OR SOLELY FILLED WITH WATER DUE I I S I Mechanical Layout OF T e 0 PROXIMITY HE ER r THE PR I ITY SOUTHERN N I I RN 1 FILING RETURN I C T - III v SS J OS INTERNAL LI ID I E EXP ED eLA N - QU nc,R T K RETURN TEMPERATURE IS FORESEEN TO HIGHER OE KICK ET TEMPERATURES WHICH WILL HINDER THE ! cE CEILING EXHAUST JOB: AGING PROCESS. MOTORIZED DAMPER _ - 'I_ - I _ El � _� - : � w MANUAL VOLUME DAMPER Vilw%les On I II I i zo MOTORIZED ZONE DAMPER STRIP OF HYDRONIC RADIANT HERMETICALLY SEALED DOORS ARE REQUIRED AT FLOOR HEATING AT THE I THE ENTRANCE OF THE f5ARREL CELLAR TO ENSURE oo BACKDRAFT DAMPER PERIMETER GLASS TO AID IN � NO AIR LEAKAGE & M ABLE TO MAINTAIN DESIRED cry CORD OPERATED DAMPER FROST BUILD & CONDENSATION I TEMPERATURE/HUvtIDITY SET POINTS. 1 16505 Main Rd. I 5A LP SUPPLY AIR UP - I - - - - - - -_ 5A SUPPLY AIR DOWN Mattituck New York [� - R\ UP RETURN AIR UP LSJN RA PN RETURN AIR DOWN - - - JOB PG #: M-1 .0 / / - 11 HEATING + COOLING hftp://www.kolbmechanical.com 631 -298-5527 I , ! I,II ! i ! ! I I ! I I I !I I ! i ; DN DN I ! PROJECT INFO Q Q BUILDER: McLoughlin Construction j �., ARCHITECT: Glen Coben Architecture + Design, PLLC Q Q OPEN T OW U ENGINEER: - MECH CENTER: KOLB Mechanical ISSUE DATES Preliminary Mech. Layout Sub#1 3-15-2024 Progress 90% DID Set 4-3-2024 Id'x(o" OUTSIDE AIR SLFPLY DUCT REVISIONS (WOcfm) FINISHED W/ WIRE REV# DATE AREA CHANGE ME5t1 SCREEN TO SERVE THE MECHANICAL MEZZANINES. 1 8-21-2024 - Conform to Updated Arch. Design - I HWH 1-2 DN DN I �u�-I19 C 119go I 36"x 10" 36"x 10" ZONE #MR-1: 270sf - �BRV) - 7ERV) ZONE #MR-2: 270sf HWE(ERV) HWS(ERV) ERV 2 -� REFERENCED DRAWINGS SERIIoo . I,I50c f m t;;'%�%" i ` „ �� \ Id'X�" EXHAUST DUCT (200 c f m) U-1 1X 8 FINISHED W WIRE MESH x2)�} � ' �_. �';;,' � _.,—� ._._____ :.-i_..__�_--..____-`-.-_----_.._._.-.. __. - --.._____..------___---�:�. _ ' ' . -_-_- ------i\ \..__.._.-_ SCREEN TO SERVE THE DRAVNNG TITLE DATE REV. # MEGHANIG MEZZANINE. EXH/DN� MD ''� ---_ - AL M NINE. (4) dk� L 600sglin FAA �' I 1,4UU CF (� X 1 EXHAUST r ' ME ; NIGAOL i i MECHA AL OP E T'0 LOW " 2 7 KEY PLAN 1-7 - _ OOslo,!C AA Id'XG" EXHAUST DU(,r (200c f m) INTAKE FINISHED W/ WIRE MEsti 56RE-N TO SERVE THE �� EGHANIGAL MEZZANINE. RED ARC \� GLEN J.CO& wFc wFc 1-3 - 45 � LR(,-(,OIL -�-� -�-�-� LRG-COIL VAH-ISOEG -- VAH-150EG r 1800c f m FCU FCU I,SOOc f m 144"x16" 144"x16" — .aoo cF R1 91 R2 ,soo cF HWS PKFY-P30 PKi`Y-P3o HWS ARC, Z#:MR-1 Z#:MR-Z OF NE J. coe 92oc f m 92oc f m WCU CU ,-3 rRENroN rRENroN MECHANICAL LEGEND EZAo55L.5 i 7EZA055 28m�H 28rr5H i FCU FCU SUPPLY AIR : R1 R2 --�-J1�— RETURN AIR 22136 O 4130 PKFY--P3 Z#: -I OPEN TO BE\W Z -2 � TEMPERATURE SENSOR OF NEON 920c fm 9ZOc fm 0 THERMOSTAT LOCATION l SUPPLY GRILLE ® RETURN GRILLE ! ® EXHAUST GRILLE 'S HIGH WALL SUPPLY DATEDRAWN: 1-22-2024 DRAWN BY: GS j LW5 LOW WALL SUPPLY q/ CEILING SUPPLY SCALE: 14 -1 PROJ MAN: DK FLOOR SUPPLY TITLE: TK5 TOE KICK SUPPLY HIGH WALL RETURN Mezzanine LWR LOW WALL RETURN CIR CEILING RETURN Mechanical Layout nIR TOE KICK RETURN - _ - - CEILING EXHAUST JOB: MP MOTORIZED DAMPER m MANUAL VOLUME DAMPER ' nes On Mill m MOTORIZED ZONE DAMPER b en BACKDRAFT DAMPER CORD OPERATED DAMPER 16505 Main Rd. 5A LP SUPPLY AIR UP - _ - - - 5A vr, SUPPLY AIR DOWN � LP RETURN AIR UP Mattituck New York RA PN RETURN AIR DOWN JOB#: PG #: M-2.0 GENERAL NOTES MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. INDICATED. 1. SHEATHNG PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND FOR ALL SLABS ABOVE GRADE. GRADE-"RADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER TNEMEC CO.' A%.. PLYWOOD SHALL BE USED ON FLOORS. INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) ALL RULES AND REGULATIONS. 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED STEEL DECK NOTES DiLandro PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING,EXPOSURE 1,WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE � '' , 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW � � � ��- �� Andrews WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. Kam' I E n g i nee r i n 9 YORK STATE BUILDING CODE 2020. 1 STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING .NG PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR 158 County Rd. 39, Suite 10 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE' Southampton, N.Y.11968 PRESSURES SPECIFIED IN SECTION 1609. GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS.23 Office: (631)259-3959 CONTRACTOR OR OWNER SHALL OBTAIN ALL RE. UIRED APPROVALS . RAGE SHALL BE AS FOLLOWS SEE SECTION 20.6.1 2. COMPOSITE FORMED STEEL FLOOR DECK TO 2 DEEP, 20 GAGE (UNCOATED 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING Q ' PERMITS 7 REINFORCING STEEL COVE ( STEEL THICKNESS = 0.0358") GALVANIZED (G60 COATING) UNITF;D STEEL DECK Info@DiLandroAndrews.com LOADS: CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH TYPE LOK-FLOOR COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM Certificate No.: 0019523 PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE STEEL CORPORATION OR AN APPROVED EQUAL UNLESS OTHER`'TISE NOTED. A. FORMED WALL 2"BACKFILL SIDE.1/4"FRONT SIDE BEAD ALONG THE MEMBER LENGTH. ' A. FLOOR LIVE LOAD: 220 PSF Professional Seal 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP 20 GAGE (UNCOATED STEEL DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE /4 TOP 3 BOTTOM 5. AT DESIGNATED SHEAR WALLS HORIZONTAL EDGES OF WALL SHEATHING "�/^ B. ROOF LOADS: s THICKNESS = 0.0358") GALVANIZED (G60 COATING). WIDE RIB UNITED STEEL s ` �. D. STRUCTURAL SLABS '/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE i 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. DECK B DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, 1 SNOW: UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. Lj OCCUPANCY CATEGORY II EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. , S E F 2 5 r7 4 Of New GROUND SNOW LOAD,Pg 20 PSF 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO EXPOSURE FACTOR,Ce 1.0 SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL �NR y O LAMINATED VENEER LUMBER LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES ROOF SUMPS CLOSURES AT .� �' THERMAL FACTOR,Ct 1.0 REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE ' 'PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE .7gL.'.r3771,r,:Lts,7.• IMPORTANCE FACTOR,Is 1.0 INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND o o � FLAT ROOF SNOW LOAD,Pf 20.0 PSF SOCIETY STANDARD D1.4-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. ; e r:;'==,.,.;;° �� m LQ ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL �` C. WIND DESIGN DATA: CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING CONCRETE NOTES 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER UNLESS Og 20 WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. � A � MANUFACTURED BY WEYERHAEUSER "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH 90F NP- WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE E�`SIO 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM"AS MANUFACTURED BY THE #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A BELOW UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER PSL SHALL MAXIMUM SPACING OF Y-O" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU OCCUPANCY CATEGORY II FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BASIC WIND SPEED 130 MPH A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME IMPORTANCE FACTOR,Iw 1.0 USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TUv BERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL EXPOSURE C STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS INTERNAL PRESSURE COEFFICIENT 0.18 UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMLM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS) B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. D. SEISMIC DESIGN DATA: D. RETAINING WALLS 4000 S.C. 1" 2.0E LVL 2.0E PSL 1.55E LSL OCCUPANCY CATEGORY II 12. PROVIDE#4 AT 12" CENTERS MINIMUM EACH WAY TOP IN ALL HOUSEKEEPING FB (FOR DEPTHS:5 12 )- 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR DESIGN CATEGORY B PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE IMPORTANCE FACTOR,Ie 1.0 SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. FRAMING NOTES: E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL ABBREVIATIONS AND SYMBOLS CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBEF,SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE CO FRAMED FLOORS ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, FOR EACH PARTICULAR LOAD. SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS BEL BELOW RJ ROOF JOIST CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE LICENSED IN THE STATE OF NEW YORK. 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT STRUCTURAL STEEL BRCG BRACING SHTHG SHEATHING RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR A. RAMPS AND SLOPING SURFACES -3 MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. BRG BEARING Sim SIMILAR B. FOUNDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3"TO 5" 4. WOOD SILLS TO BE(1)2"x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION INTEGRITY OF THE STRUCTURE ALL STAGES CONSTRUCTION. LONG MINIMUM AT Y-O" O.C. AND F-0" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY Y BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 5. MIXING, TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN ABOVE STAG STAGGER 301. CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC TOP CHORD DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING,RECTANGULAR INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR COL COLUMN TOC TOP OF CONCRETE DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0"O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554,GRADE 36 DIA DIAMETER TOW TOP OF WALL OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN VERIFICATION. NOTED. DET DETAIL TYP TYPICAL STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. G. SHEAR CONNECTORS: 3/4"0 ASTM A-108 DN DOWN UON UNLESS OTHERWISE NOTED 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2"x 8"UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD SACKS OF CEMENT PER CUBIC YARD. ND FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR SHOULD BE 6 PERCENT WITH A TOLERANT:E OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF g GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING U) THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. °/A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35 W SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW ° F FOOTING TRADES BEFORE CONCRETE IS POURED;THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION aE 11. ALL DIMENSIONS AND CONDITIONS D I VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE; DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH O TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST z 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY 'TO THE PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FIG FOOTING ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTIONGALV GALVANIZED D 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING T-O" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM �--- 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS "BY ANY THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE V CONTRACTOR SUB-CONTRACTOR ERECTOR FABRICATOR MATERIAL OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER SUPPLIER ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS,FABRICATOR, HIS 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER ' 11. PIPES OR CONDUITS PLACED IN SLA1;3 SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED,ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST J 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. Q REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE 12. NO ALUMINUM SHALL BE CAST IN CONCcE.TE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP Il PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND STIFFENERS. KSF KIP PER SQUARE FOOT ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT W WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD z DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL W 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE !!nn ' ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER �' V 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING JOISTS RAFTERS AND STUDS: APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP SUBMISSION OF CONCRETE TEST MIXES. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING MC MOMENT CONNECTION WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO.2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE RESPONSIBILITY AND LIABILITY THEREFROM. FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUC T URAL ENGINEER OF RECORD. FB (BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE FV(BASE)= 180 PSI OC ON CENTER E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PAF POUNDS PER CUBIC FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS WORK PROCEDURES' AND PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. GOVERN. BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC. MAY BE USED � ) REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING z BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2, WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C.,AT Z) (V MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT Q Z) L!7 SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL 'NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER POST STRUT AND COLUMN CONNECTIONS AT MEMBERS 2 � RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-O"OF COLUMNS. ~ r• OTHERWISE NOTED ON PLANS. Ln 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED THREADS SHALL BE DISTORTED AFTER U O 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. W � Q DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FORA FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. 0 C Z COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, SHEATHING PANELS: 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE G 0.. Revisions No. Date Description 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT 3 4-4-- 4 --/--/-- ---- 5 --/--/-- ---- Designed By: AN Drawn By : AN Checked By: AA Date : 12/08/2023 Scale: AS NOTED S-000 �.._She�et4 rn � DiLandro Andrews ._a._..?............_. Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal I �OF New =J�, NRKz?) '0, y f- m rr �oAR°9720'� 16505 MAIN RD. OFE;SION MATTITUCK, N .Y. 11952 co 0 z Q ry 0 U- 0 w '�'^^- J VJ LIST OF DRAWINGS SHEET # TITLE REVISIONS 0 S-000 GENERAL STRUCTURAL NOTES 04/27/2024 S-100 FOUNDATION PLAN 04/27/2024 z ( ) N Q = LO S-100.1 PILE LAYOUT 04/27/2024 2 � l- LO S-100.2 HELICAL PILE NOTES AND SPECIFICATIONS 04/27/2024 iU c) �. fl S-101 FIRST FLOOR FRAMING PLAN 04/27/2024 O C Q �: W V-- Z a S-102 MEZZ. FLOOR FRAMING PLAN 04/27/2024 S-103 TIE/BRACING LAYOUT 04/27/2024 Revisions No. Date Description S-104 ROOF FRAMING PLAN 04/27/2024 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT S-105 BUILDING SECTIONS 04/27/2024 3 4 --/--/— S-200 FOUNDATION DETAILS 04/27/2024 5 S-201 FOUNDATION DETAILS 04/27/2024 .saxw;: j- . ...E S-302 TYPICAL FLOOR FRAMING DETAILS BY WEYERHAEUSER 04/27/2024 Designed By: ANDrawn By : AN S-400 STEEL DETAILS 04/27/2024 Checked By: AA S-401 TYPICAL FRAMING DETAILS 04/27/2024 Date : 12/08/2023 Scale: AS NOTED S-000 . 1 Sheet# ' D>Landro L. z=' Andrews i �---i...........[- En9ineerina 116.94' 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com [30'-0"] [30'-0"] — [30'-0"] [30'-0"] Certificate No.: 0019523 Professional Seal T.O.WALL T.O.WALL T.O.WALL T.O.WALL \ EL:34'-4" EL: 34'-4" EL: 34'-4" \ OF NEW EL: 34'-4" T WELL COMPACTED FILL 95%MODIFIED \ O PROCTOR DENSITY NO FINES OR ORGANICS. O=.y EN rq�'9 BELOW ALL SLABS TYP. (COMPACTED IN 12" WELL COMPACTED FILL 95%MODIFIED :o; r" � � �� m LIFTS) PROCTOR DENSITY, NO FINES OR ORGANICS. BELOW ALL SLABS TYP. (COMPACTED IN 12" LIFTS) 1 I FppRO 97 O�P�t� M1 I Coo Q0 Ln N 1 I T.O.SHELF EL: 34'-4" 131-2- „ I 1 T.O.SHELFI 2 EL:34'-4" I 7n 1„ 18'-9" � 18'-9" 18'-87„ 6'_1„ 1 22'-22° - 21-88 24-114 _- P-1 8 T.O.WALL T.O.SHELF T.O.SHELF P-1 P-1 P-1 P-1 EL:35'-4" I EL:34'-4" TYPE 1 B.P. P -4 TYPE 1 B.P. P�-3 EL: 34-4' TYPE 1 B.P. P -3 P TYPE 1 B.P. TYPE 1 B.P. P -4 TYPE 1 B.P. PC-4 PC-4 P-1 _ „ _PC-4 [30'-0"] [30'-0"] [30'-0"] [30'-0"] - TYPE 1 B. . ,°; # , - -- I �- I �o; ,o; _ I ;o; i [30-0 ] :o, [30-0 ] ,o, ,o, ,o, ,o, T.O. HELF T.O.WALL ' T.O.WALL I ,O, , _ I � � ;O; ,O; ,O, ,O, I , n - I T.O.WALL [30'-O"] T.O.WALL _j T.O.WALL � -1 [30-0 ] T.O. 1 EL:35'-4" EL: 35'-4" [30'-0"] EL: 35'-4" 30'-0"] EL: 35'-4" [30 EL: 35'-4" [30'-0"] [30'-0"] EL:34-4 I E . 35 6 [30-0 ] T.O.WALL T.O.SHELF 6 I 1 I I T.O.WALL 1 ( I I I I I I I I ,-4„ ( EL. 34'-4" T.O.SHELF EL: 34'-4" T.O.SHELF T.U.SHELF T.O.SHELF __ I S-2 0 6 ( I 1 ;o; T. .S E F S-200 EL. 34 T.O.SHELF S-200 ( " E EL:34'-4" EL. 34'-4" I PY E : 34' I EL: 34'-4" I T.O.WALL I I EL: 34'-4" 1 1 I 1 I 1 I 11 19 1 I TYPE 1 B.P. � 1 1 I ( I I � EL:34-4 � � o T.O.WALL 1 1 I EL: 35-0' i T.O.SHELF T.O.SHELF S-200 EL: 34'-4" I I EL: 34'-4" u I 1 EL: 34'-4" 1 I I I T.O. I I I I I I �I _ I WELL COMPACTE FIL 9 /o ti ODIFIED I EL: 34'-4" WELL COM ACT D FILL 5%MODIFIED o WELL O E FILL 95% MODIFIED _ 1 a I I 1 (o PROCTOR DEN�ITY, N FIDES OR ORGANICS. �I 1 T.O. O34-A�LL I _- 1 0.WALL PROCTOI�DE SI , NO FINES OR ORGANICS. PC-1 0; I PROCTOR DENSITY, f�0 FI E OR ORGANICS. 1 I I _ I o -� m BELOW ALL S BS (C MPACTED IN 12" ;0 0; o BELOWJLL TYP. (COMPACTED IN 12" o-- -- __ S o , -- LI�� - - - - 1 - - - - r 1 0' BELOW ALL SLABS TY T( PACTED IN 12" ° I I I I 1 # I 1 I ( M # 1LI 1 I I I o N P-2 I I 1 1 ' I o I I I I I I Cn I I I I I I I I TYPE 2 B.P. [30'-0"] I 1 I N P-2 I I S_200 I I I I I o I I I I TYPE 2 B.P. I I I I I I N I _ T.O.WALL PC-3 T.O.WALL T O.WALL T.O.WALL T.O.WALL cn ° T.O.WALL E :34'-4" L EL:34'-4" L EL: 34'-4" -- 1 EL:34'-4" EL:34'-4" -- --, EL:34'-4"— L g — J , - - _ I — [30 r [30'-0"] I I [30-0 ]� [30-0 ] � [30 0 ] [ ] II I I I I I Cr(C'-n3>9s_200 , NI 1 o I I I T.O.SHELFI [ T.O.SHELF 1 1 S-200 1 t o I I 1 I 1 1 ( 0 1 I I I I T.O.SHELF m EL: 34'-4" EL:34'-4" I I T.O.SHELF T.O.WALL T.O.WALL T.O. ALL EL:34'.4" T.O.WALL 1 _ T.O.WALL I T.O.WALL I I EL: 34-4 1 ( ^ 1 -- 1 �„ b EL: 34'-4" I I 1 EL: 34'-4" 1 EL:34'-4" 1 � T.O.WALL 1 EL:35'-0" 1 EL:35'-0" 1 EL:34-5 2 1 - 1 T.O.WALL WELL O P CTE FILL 95%MODIFIED oM 1 I EL: 35'-0" I _ I o 1 T.O.SHELFI o T.O.SHELF 1 _ I I 1 1 - 1 - - EL: 35'-0" - _PRO O INFS-OR-ORGANICS _I- - I - - I o I - - 1 - ' 1 _ _ - - I °� _I_ �- - - _o_ - -T.O.SHELF - - �' - - -m ° _L 34'-4" I 1 I 1 BELOW LL S P. (COMPACTED IN 12" T.O.SHELF � �"FTS, I C I I I I C I I Im � I I � " 1 ( EL. 34-4 EL: 34-4 I 1 I I I I I I I 1 1 I I o f I z Soo I I I N Q � I I I I I I I I I ` I I IT.O.WALL I I T.O.IAL 1 I I I PC-3 I T.O.WALL T.O.WALL I T.O.WALL T.O.WALL EL:34'-4" EL: '-4" - _ EL:34'-4" L EL: 34'-4" ! EL: 34'-4" EL: 34'-4" ( I 1 - I z L- L o, T T.O.WALL _o_' __ -- ;t�_ - - _ _ - _ --, - -- -- -- EL: 34'-4" 1 Q 30-0� [30-0 ] [30-0 � ( -- [30-0 ] 1 F E [30'-0"] F [�-0"] F [30'-0"]� 1 1 z F [30'-0"]I I I 1 I I TYPE 2 B.P. 1 o W I 1 I 1 1 P-2 I I I cn TYPE 2 B.P. I I 9 I 1 N o ( - 1 1 tz O I 1 I N di LL - En 1 M I 1 ~ I I 11 I I -- - -1 I -0 1 I T.O.SHELF T.O.WALL co N 1 I o # T.O.WALL 1 I EL: 34,-4„ ( I ( T.O.WALL 1 - I - # E O34'�LL o 1 _1 _ „ -_ - o I -� EL:34'-4" o o I ©� ° o I o o EL: 3414 WELL CO PA FI L 95% 1 __ 1 -_ boo 1 °i WELL COMA ILy95/MODIFIED - -- I 1 T.O.WALL I -- I o EL.34-4 I I o 1 I PROCTOR DHNSI , OINES OR ORGANICS. o, 0 1 PROCTOR DEITY N FINES OR ORGANICS. 1 I o .MCI 1 I EL:35-0' BELOW ALL LA YP. COMPACTED IN 12" PC-1 i [30'-0"] 1 ( I 1 1 BELOW ALL S BS . [C MPACTED IN 12" 1 T.O.SHELF 1 I u I I I 1 IFT�) 1 I I 1 1 I LI TS) ( ( I 1 � 1 I � EL: 34'-4" 1 I I I I I I I I I I I I E co o I I 1 I 1 0 1 1 � N I I I I I 1 1 I „ 1 1 I ,_ „ d) 1 I [30'-0"] I I [30'-0"] [30�-0"] [30'-0'] I I [30-0 ]L I [30'-0"] T. .S I I[30-0 ] T.O.SHELF I I[30 0 ] T.O.SHELF U I � P-1 ,� EL:34'-4" EL. 34-4 �- -� - ( 1 I 1 1 g, TYPE 1 B. I (� 1 1 30-0 rr EL�34- 1 r „ -0" o 'b, [ „] 0 30-0 -- ( -- [ ] L_ - -� L_ - -` - ` L_ 0 - - - -� --1 —I I— - - —I I— -- 1 -- _ -- — ,O_, { ,O, ,O, E ,O, - -- _ -- 30'-0"] -L I --�-- —E [30-0 ] I z L- [30'-0"] PG-4 P�-4 [ PC-4 PC,-4 „T.O.WALL P:;-4 T.O.WALL P -4 P -4 I U N PC-4 I T.O.WALL P-1 T.O.WALL P-1 T.O.WALL P-1 T.O.WALL P-1 EL:35-4 P-1 EL:35'-4" TYPE 1 B.P. EL:35'-4" TYPE 1 B.P. EL:35'-4" TYPE 1 B.P. EL: 35'-4" n TYPE 1 B P. EL:35'-4" TYPE 1 B.i . I 1 P1 g TYPE 1 B.P. 1 6 T.O.SHELF .. T.O.SHELF T.O.SHELF TYPE T.O.SHELF 6 EL: 34'-4" I 1 I I- O T.O.SHELF I S-200 EL:34'-4" EL:34'-4" i TYPE 1 B.P. EL: 34'-4" I S-200 I � W Lo 1 I T.O.SHELF S-200 EL:34'-4" T.O.SHELF CD EL:34'-4" I I T.O.SHELF EL: 34'-4" EL: 34'-4" o ( O Z 1 ( WELL COMPA4ED FILL 95/MODIFIED 'o a j OR DENSITY NO FINES OR ORGANICS. 'PROCTOR „ of - 1 I BELOW ALL SLABS TYP. (COMPACTED IN 12 LIFTS) 1 I T.O.WALL T.O.WALL �� EL:34'-4" Revisions EL: 34'-4" [30-0 ] I No. Date Description Io, ( 1 09/04/2024 FOR PERMIT o WELL COMPACTED FILL 95%MODIFIED 1 2 09/20/2024 FOR PERMIT o I I WELL COMPACTED FILL 95/MODIFIED PROCTOR DENSITY NO FINES OR ORGANICS. '- -- -- -- -- _ PROCTOR DENSITY, NO FINES OR ORGANICS. I __ __ -- 1 BELOW ALL SLABS TYP. (COMPACTED IN 12" BELOW ALL SLABS TYP.(COMPACTED IN 12" '°i '°� �o; �o; ;o; 3 T.O.WALL LIFTS) 4 LIFTS) EL:34'-4" 1 5 -/-/-- --- 1 7o'-o"] 1LEGEND T.O.WALL Designed By: AN 1 Drawn By: AN o; o; ;o; 1 - PROPOSED 3'-6"W x 1'-6"D INDICATES FOUNDATION WALL. 4000 Checked By: AA CONTINUOUS GRADE BEAM/PILE CAP: • PSI COMPRESSIVE STRENGTH MIN. REINFORCE W/ (5)#6 BARS @ BOT. T.O.WALL ,o, (4)#5 BARS @ TOP, #4 STIRRUPS @ 9 F `` EL:34'-4" ® - INDICATES FOUNDATION WALL SHELF, O.C. TYP. (3) STIRRUPS WITHIN 12" OF Date : 12/08/2023 SEE DETAILS FOR SIZE PILE; PILE CAP, SEE SCHEDULE Scale: AS NOTED T.O.WALL / T.O.WALL — EL: 34'-4" \ EL:34'-4" [30,_0„] / \ [30'-0"] / / x'-x" - INDICATES TOP OF SLAB ELEVATION �_o_; -INDICATES HELICAL PILE 185 \ ;o; — — -- — — — — — ,0: FROM DATUM ELEVATION 28" RS PILE W/ 8-10-12 HELIX, MIN. TORQUE 6,666 FT-LBS [-x'-Xx'7 - INDICATES BOTTOM OF FOOTING (30 KIP ALLOWABLE, 60 KIP ULT) S- 100 \ / EL. FROM DATUM [30-0 ] , :41 FOUNDATION PLAN Sheet# SCALE: 1/4"= 1'-0" 00 LO I`7 Cal 1„ ( s DiLandro 131-22 - _ Andrews - 22'-21" 21'-8Z" 24'-111" 18'-9" 18'-9" 18'-8Z8" 6'-1" 2 8 4 8 t- E r.g i n e e r i n 1 158 County Rd. 39, Suite 10 1'-8211 Southampton, N.Y.11968 5, 3„ 1 31 1„ ,1 3„ 3„ 1„ 5, 5 1„ Office: (631)259-3959 5'-62 4'-58" 7-3$' 2-8$ 10-0" 10-0' 2-24' 7'-94 10-0 0-114 9-84 0-34 8'-58' 8'-5$" 4-92 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal ( I I I I I C61co N Oi of NFy,r Am � ENRy 0�`,� _� m C 087 PLC R�F�S10N I I I I I I I I I ! I I 1 I I I I I �� T� 11-6„ 1 1 -, -1 -1 r r- - ... _._.. .... .. ........ .._._. _ ......... _..- -._. ...._... _ _... -- r ..._ ._.._.. ......... ......... ... ........ to to O — — — -01 , -6„ M � I b) Ir-, �loo ,--, I --, RICO 101 10 t� O, 101 101 10 ems% h ' OI 10 h OI 10, ti _OI 10 ' OI 101 1.......0, 10 i._..__... ....__ ._ _. ._...__! O ......._.. ._._.. .._ ...._... _..._ .. _..... ......_.. O �......._... ..-- - ......- ...._....._. O 1.._... . . O �._.__ _. O L , .... 11-6" 1,_611 11 r��o0 1'-6" 1'-6" 01 I I I 91-42' 9142„ I I 4'-105" 6'-104" I I 10'-102„ 8 8 0 0'-2" A00ip1 O,i I 1 1 I n I 1 I I , 1 1 r 1 0 1 I Q I d, I O 1- 1 0 l o' r 1 O i O Am �N I �N —CbN I —(bN O i L I v0' O O O ---; 6 121-44„ 9'-42 1 n 1 5„ 1 1„ 'O 0'-2" 11 -14 o E o 4-1 Q8 -108 -- j O co I I I I I I I I I I 10'-102" 121_211 1 41_1 8„ 6'-108" I I 1 _„ 0'-2" 11'-14 2 0 1 , 0 , o> tD llo , 00 31 40„ 12'-43' I I I I 11'-14„ --- -- -- - --- 41 1O4 _ — i ' — -- _ _ _L� _ _ ��� _ O 0'-5" Q I I o f l o l g'�1^ 4'-108" 6'-10811 I _I _.. _..... 2 o I 1'-6„ ! I I .. 11'-111 � W W 4 IN� � rIN IN� O� � � C AN 7' O I, O O O o O O O O O �O ::L- L� 'O �10 I I 1 1 o `_9 - 0-5 in 10'-10-" 12'-6-" 4'-10811 6'-1 o-1, „ 2 2 . 9'-42' ED ,I r 3-0 - .... ....__. ... ........ .._...... ........ {... - - --... _.�.. _ I ' _- —�N - 1 -1 _ LO 1 I{� -1 _1 1 o I 1 O I -1 1 -1 I O 0' O -- -- O a- - _- 1 1 v Oi - Oi of Oi f 'oi _ 'oi v 'Oi Q -- �; ;-, , -, -- 101 O, I 101 O, I 10 OI 10 OI I 10, Oi I IOi 'Oi I �Oi 10: I i0i _„__ _._ _ _... _� _ . ......__._ I.._...-.. ....... -- ; i 1-6 1,-6 -- -6 �....... z 11-611 ,n „ QUCN 1'-6" 9'-42" 1 00 3' 0" 9 LO I I I I I I I v CD r I I I I I I I o � Q }; a 75 Z Revisions 1�7 I ( I 10'-84" 1 5 �iio0 I U? No. Date Description 8 0'-114" 8'-98" �t 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT 0 i 3 —/--/- 4 -/-/- -- I I 1'-61" 5'-111" T-53" 11'-63" ( I 0'-23" 31, 1_ 1„ 5 -/-/-- -- I I 2 8 4 8 I Rio ( Rio �i� 8 3 18 5 98 co 19 cfl PILE LAYOUT `� o Designed By: AN SCALE_114"= 1'-0" By: AN Drawn B Checked By : AA I 410 I A00 I ''� I _ - 1'-�8" I o I I _ N Date : 12/08/2023 T-0" 5 3 9'"112^ 10'-84" Scale: AS NOTED s'-o" 0'-4^ s'-1o8" 3'-28" �o; -INDICATES HELICAL PILE (189 TOTAL) ,_o O ;0 1 7„ I 2$" RS PILE W/ 8-10-12 HELIX, MIN. I I -- -- I T-1$" s'-o° 5-18 I TORQUE 6,666 FT-LBS I I I (30 KIP ALLOWABLE 60 KIP ULT) S- 100 . 1 � 1 O' 1 0 i O' �� �ti 'O i 1 O' 1 O' 1 O' f �'-1N � —1N _1N — — 1 — — ( — — — — — tnlaO — — — — ��O v C U O U, Sheet# HELICAL PILE SPECIFICATIONS: SHAFT MATERIAL: N D i La n d CO -' .x Andrews 02.875 X 0.276"WALL {_ 1. HELICAL PILE SYSTEM SHALL BE RS2875.276 MODEL BY CHANCE FOUNDATION ASTM A500 GRADE B OR C N !- °r -� } E n 9 i n e n r i n g SOLUTIONS OR APPROVED ALTERNATE. YIELD STRENGTH=60 KSI(MIN.) (n 158 County Rd. 39, Suite 10 2. RS2875.276 HELICAL PILES WITH A 8", 10", 12"0 HELIX ARE TO BE INSTALLED TO A Southampton, N.Y.11968 MINIMUM DEPTH OF 20' BELOW THE EXISTING GRADE AND A MINIMUM TORQUE OF HELIX PLATES: Office: (631)259-3959 6,666 FT-LBS ASTM A572 GRADE 50 X g"THICK(STANDARD) Info@DiLandroAndrews.com 3. PIERS SHALL BE INSTALLED BY CONTRACTOR WHO HAS SATISFIED THE RS2875.276 Certificate No.: 0019523 CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE SHAFT COUPLER MATERIAL: PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. 03.5"X 0.281"WALL Professional Seal ASTM A513 TYPE 5 PILE SHAFT: 4. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH YIELD STRENGTH=70 KSI(MIN) ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION. SHAFT COUPLER HARDWARE: d 5. HELICAL PIERS AS SPECIFIED SHALL CONFORM TO EITHER THE SBCI-STANDARD S - FT GRADE 8 BOLTS WITH NUTS not BUILDING CODE, BOCA NATIONAL CODE, OR ICBO-UNIFORM BUILDING CODE. AN O OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE PRESENTED FINISH: �,�pF 1VEItiy UPON REQUEST TO THE OWNER AND/OR THEIR REPRESENTATIVE. SBCCI-9504B; N SHAFT COUPLER Q� O BOCA-RR94-27;ICBO-ER-5110. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 NOMINAL THICKNESS = 0.276 In = 2 6. THE HELICAL LEAD SECTIONS AND EXTENSION SECTIONS SHALL BE SOLID STEEL, NEW CONSTRUCTION ASSEMBLIES DESIGN THICKNESSI3I= 0.257 in 0r � 9 m w ROUND CORNERED SQUARE SHAFT, OR ROUND STEEL PIPES T, 2 COMPOSITE CORRODED STEEL AND GROUT SHAFT CONFIGURED WITH ONE OR MORE HELICAL BEARING C1500797 EXTENSION SECTION PLAIN CORRODED GALVANIZED(1z) PLATES WELDED TO THE SHAFT. 09720� OD(in) 2.875 2.839 2.868 �F N 7. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. NEW CONSTRUCTION BRACKETS: It(in) 0.257 0.221 0.250 AR E�uS)� 4"X 8.0" SQ.A36 CAP PLATE(C1500797) 0 ID(t)2 2.361 2.397 2.368 8. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH A(in ) 2.11 1.82 2.06 PIPE AND HARDWARE SIMILAR TO SHAFT COUPLER FORWARD AND REVERSE CAPABILITIES. z I(in') 1.83 1.57 1.78 W S(in 3) 1.27 1.10 1.24 9. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE FINISH: W] Z(in 3) 1.77 1.52 1.72 AS REQUIRED. HOT-DIPPED GALVANIZED COATING IN ACCORDANCE WITH ASTM A123 i r(in) 0.93 0.93 0.93 10. INSTALLATION UNITS SHALL BE CAPABLE OF POSITIONING THE HELICAL PIER AT MINIMUM MINIMUM THE PROPER INSTALLATION ANGLE. THIS ANGLE MAY VARY BETWEEN VERTICAL YIELD(KSI) TENSILE(KSI) AND 5 DEGREES DEPENDING UPON APPLICATION AND TYPE OF LOAD TRANSFER MATERIAL fio 70 DEVICE SPECIFIED OR REQUIRED. RS2875.276 SHAFT WITH NEW CONSTRUCTION BRACKET PROPERTIES O 11. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION FOOTING SIZE, 1. CORRODED PROPERTIES BASED ON A 50-YEAR PROCESS. REINFORCING DETAILS, SCHEDULED SACRIFICIAL LOSS IN THICKNESS PER REINFORCING DETAILS, SHAFT COUPLER ICC-ES AC358. 2 12. HELICAL PIERS SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED &EMBEDMENT DEPTHS . HOT-DIP GALVANIZED COATING IN ACCORDANCE BY PROJECT ENGINEER WITH ASTM A123. TO PROVIDE THE LOAD CAPACITIES SHOWN ON THE PLANS. 3. DESIGN THICKNESS FOR HSS AND PIPE BASED ON _ _ _ _ 93%OF NOMINAL THICKNESS PER AISC. 13. THE APPROPRIATE STEEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE .1 I M I MI I MI I 1=I I I=I I I `s- e• :•_.I=� USED. -I I MI I 1=1 I MI I I=III -_ • _' I 1 I- PILE SHAFT w;M1 �14. APPROPRIATE HELICAL PIER SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY =III=I I I I IIIFACTOR. SOIL PARAMETERS AND THE INSTALLATION TORQUE VS. CAPACITY I I-I I '- EQUATION AS PER THE MANUFACTURERS RECOMMENDATIONS. =III-III-III-CAP PLATE =1 I I-I I I-I I I-i i I-i I :=. a II1=1II= -� -� -III .- LEAD SECTION 15. HELICAL PILE INSTALLATION MUST BE CERTIFIED BY A N.Y.STATE LICENSED (2)-0j"GRADE 8 �, •.. -III-I I I III- WITH HELIX PLATES DESIGN PROFESSIONAL AND SUBMITTED TO THE E.O.R. FOR REVIEW PRIOR TO I BOLTS- PLACEMENT OF CONCRETE ACTIVITIES. )I I-III=III-III-III-III �� • °�. I=1 f� -III-III-III-III-III _• -_- III- w _ III-III-III-III-III-III-III III-III-I 16. PIERS MUST BE INSTALLED ACCORDING TO MANUFACTURES INSTRUCTIONS. z LATE SHORTEST RS2875.276 ALLOWABLE MECHANICAL CAPACITIES HELICAL PILE CAPACITIES SUMMARY CONCRETE HORIZONTAL HP288NCB HP288NCB8 COMPRESSIVE DISTANCE TO BRACKET BRACKET U 10 MAX ULTIMATE MAX ALLOWABLE STRENGTH EDGE OF DEFAULT AXIAL AXIAL AXIAL AXIAL 10"0 HELIX PLATE MAX ULTIMATE TORQUE MECHANICAL SHAFT fc (2l (2I CV TORQUE (35)' CONCRETE COMPRESSION TENSION COMPRESSION TENSION INSTALLATION CORRELATED CAPACITIES (psi) LD CORRELATION TORQUE SOIL CAPACITY AXIAL AXIAL (INCHES) (KIPS) (KIPS) (KIPS) (KIPS) CO FACTOR (FT_LBS) Qu=Kt x T COMPRESSION TENSION CAP PLATE U) Kt(FT-A) 3 30.6 22.4 (KIPS) (KIPS) (KIPS) 2,500 4 40.8 29.9 47.6 34.1 (4) (2) 5 51.0 34.1 53.6 34.1 8,000 72.0 65.4 34.1 z- 8"PJ HELIX PLATE6 57.2 34.1 57.2 34.1 0T:K- 98"X 8"CAP PLATE 3 36.7 26.9 3,000 4 9.0 34.1 52.2 34.1 PIPE AND HARDWARE 1. GOVERNED BY AISC ALLOWABLE CAPACITY OF SINGLE 04" (HA 150)OR 0$"(HA175) 5 9.2 34.1 59.2 34.1 GRADE 8 BOLT IN DOUBLE SHEAR. Z 6 31.7 34.1 61.7 34.1 2. GOVERNED BY BEARING AT THE BOLT HOLES. 4"0 X 5 2" LONG TACK WELD CAP 3. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION 3 2.8 31.4 ZINC COATED PLATES TO HELICAL FOR BLACK, UNCOATED STEEL.SCHEDULED THICKNESS LOSSES ARE FOR A PERIOD OF 4 57.1 34.1 57.1 34.1 GRADE 5 BOLTS PILES 50 YEARS AND ARE IN ACCORDANCE WITH ICC-ES AC358. 3,500 5 134.3 34.1 64.3 34.1 PILE SHAFT 4. ALLOWABLE COMPRESSION CAPACITIES ARE BASED ON CONTINUOUS LATERAL SOIL z 6 35.4 34.1 65.4 34.1 CONFINEMENT IN SOILS WITH SPT BLOW COUNTS Z 4. PILES WITH EXPOSED UNBRACED - 34.1 9.0 LENGTHS OR PILES PLACED IN WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A 3 --� ----..... - CASE BY CASE BASIS BY THE PROJECT ENGINEER. 4,000 4 .0.9 34.1 60.9 34.1 5. LISTED MECHANICAL CAPACITIES ARE FOR THE SHAFT ONLY. SYSTEM CAPACITIES Z 5 i5.4 34.1 65.4 34.1 H-STYLE PLATE DIAMETER SHOULD ALSO NOT EXCEED THE INSTALLED TORQUE-CORRELATED CAPACITY OR INSIDE DIMENSION THOSE LISTED IN THE RESPECTIVE BRACKET CAPACITY TABLES. CAP PLATE DIMENSIONS 4"X 6"SQUARE 4"X 8"SQUARE MATCHING SHAFT U z 6. LISTED DEFAULT Kt FACTORS ARE WIDELY ACCEPTED INDUSTRY STANDARDS.THEY ARE GENERALLY CONSERVATIVE AND ARE CONSISTENT WITH THOSE LISTED IN ICC-ES LEADING EDGE W O AC358. SITE-SPECIFIC Kt FACTORS CAN BE DETERMINED FOR A GIVEN PROJECT WITH 1. CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO CORROSION FOR BLACK, O FULL-SCALE LOAD TESTING. UNCOATED STEEL. SCHEDULED THICK ESS LOSSES ARE FOR A PERIOD 50 YEARS AND ARE IN 7. SOIL CAPACITIES LISTED ARE ULTIMATE VALUES AT MAXIMUM INSTALLATION TORQUE. ACCORDANCE WITH ICC-ES-AC358 z Q ALLOWABLE SOIL CAPACITY VALUES ARE OBTAINED BY DIVIDING THE ULTIMATE 2. ALLOWABLE COMPRESSION CAPACITI S ARE BASED ON CONTINUOUS LATERAL SOIL CONFINEMENT IN U VALUES BY THE APPROPRIATE FACTOR OF SAFETY(FOS). FOS IS MOST COMMONLY RS2875.276 PILE SHAFT W SOILS WITH SPT BLOW COUNTS Z 4. PILES WITH EXPOSED UNBRACED LENGTHS OR PILES PLACED IN TAKEN AS 2.0,ALTHOUGH A HIGHER OR LOWER FOS MAY BE CONSIDERED AT THE WEAKER OR FLUID SOILS SHOULD BE EVALUATED ON A CASE BY CASE BASIS BY THE PROJECT ENGINEER. J U_ DISCRETION OF THE HELICAL PILE DESIGNER OR AS DICTATED BY LOCAL CODE 3. CAPACITIES INCLUDE LIMITING MECHANICAL CAPACITIES OF THE SHAFT WHEN THE SHAFT AND BRACKET PILE DIAMETER BEARING AREA REQUIREMENTS. ARE COMBINED AS A SYSTEM. (SF) U 8. SQUARE SHAFT PILES MAY BE CONSIDERED FOR COMPRESSION APPLICATIONS IN SOIL 4. DESIGN CHECKS INCLUDE THE LIMITING CAPACITIES FOR CONCRETE BEARING WHICH IS A FUNCTION OF '� W PROFILES THAT OFFER SUFFICIENT CONTINUOUS LATERAL SUPPORT: E.G., IN SOILS 6" 0.15 WITH SPT BLOW COUNTS z 10. EVEN IN THESE HIGHER STRENGTH SOIL CONDITIONS, THE HORIZONTAL DISTANCE TO THE EDGE OF CONCRETE. OTHER CONCRETE DESIGN CHECKS INCLUDING Q SHEAR, BENDING,AND PUNCHING OF THE SUPPORTED STRUCTURE WILL BE PROJECT SPECIFIC AND 8" 0.30 BUCKLING ANALYSES SHOULD BE CONSIDERED,TAKING INTO ACCOUNT IU (� DISCONTINUITIES AND POTENTIAL ECCENTRICITIES CREATED BY THE COUPLERS. SHALL BE THE RESPONSIBILITY OF THE PROJECT ENGINEER. 10" 0.50 5. THIS TABLE LISTS MECHANICAL CAPACITIES ONLY.TORQUE-CORRELATED SOIL CAPACITIES WILL OFTEN W GOVERN THE ACTUAL INSTALLED SYSTEM CAPACITIES. 12" 0.74 H W Q 14" 1.02 Ni 0. Z 0 N 0) �- LO LO Q �: W � 2z IL Revisions No. Date Description 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT 3 --/--/- --- Designed By: AN Drawn By: AN Checked By: AA Date : 12/08/2023 Scale: AS NOTED S- 100 . 2 Sheet# DiLandro Andrews Enaineerin9 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 117'-108" Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal o ��OEN v ° 2 � � ......................_....._._............-_.....----...._........._.....__..._...........__.... . J' `BOA 097201 SIO��� `;IC0 `nM 6'-0" ao 50 00 I� Cfl LC) 131'-21" 2 22'-24" 21'-87" 24'-111" 18'-9" I 18'-9" 18'-88" g 6'-1" 2 8 4 0'-9" 132'-102" T-58" CV I - I I I I I I I to I I I I I 0 I , Cn in ED in in En M m I I I I I I io -8 " 2 -1 4" 8'-72" 13'-O8" 2 '_ " 5'-5" I I I I I I I I I I I I I bo I I I I I Z 77 i O bo co z _ = t�lco �h W O CV I�IoO i0 tiles' f�lo0 a0 - iOD zo (O L0 ( I •- ( I I (0 c0 Mloo — I I M Q � n r �/ �100 J °° I I I I ! I I Q I I I I i I I 2 , 1 2 -8 " 11'-78" 1 -1 13'-08" 2 5,-5„ z O I I I I I I Z O �- I to _ �b I m I ICO I �C I 100 I A0 I AIM m r- 0? in in in in in in in Li I I I I I I i _ I_ _ I I _ I I _ ICD N Z T-54" (� N 1'-9$" I Z) LO LO r ! I I I ! ! I I L r ��� I W � Q �- 04 °� Z tiles M i 00 a- �M Revisions N No. Date Description 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT (0 3 —/—/— --- N 4 --/—/-- --- 5 —/—/— 39'-114" 15'-118" 39'-11$" 3ow ,. .:.,. _ -bv 41'-98" _ co °' —i00 Designed By: AN ~ Drawn By: AN 5'-0" 5'-0" Checked By: AA 5'-0" 5'-0' h' h' , Date : 12/08/2023 7 �'s Scale: AS NOTED o "o O% o o �' LO in S- 100 . 3 29'-118" 29'-11$" Sheet# l _.._...................__..._.._.._._.................. - .._..... ;......... -.. ....._.._............_..._.................._.........._... _. _...__ _ ......._ ._.._..._...................__............_.......__......__.. ._............._....._. ---- ....- ...... DiLandr _ :.............................._.._._--._-_-.-' ..{ _-.__.-._-.__ .................._........_........_..... .............i i f e � 'i.:•w•a ro�� ( ......................_......._.......... ~f(+ Andrews �......_- ...........: Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal 1- NrW8"SLAB ON GRADE @F NEF(,y NEW 8"SLAB ON GRADE NRy y0.Q NEW 8"SLAB ON GRADE �y �, � O 1 * �. m 2 pROFE,SIONP�. 00 co Ln N i 131-22 P I 22'-221, — 21'-88" 24'-114" 18'-9" 18'-9" 18'-88" 6'-1" I I 2 T-P 2 S-201 J 1�Q NEW 8"S B N GRADE I P I P P o ( SEE ARCH. DRAWI FORT TO PPING PING SLAB DETAILS A ELEVATIONS P I I I WELL COMPACTED F LL 95%MODIFIED PROCTOR P DENSITY, NO FINES ORGANICS. BELOW ALL P P ( SLABS TYP.(CO ACTED IN 12" LIFTS) I P i P 1 P P I P I — ��� GJ G G #5 TOP BARS AT 1W.C./LAPPED WITH SLAB REINFORCE E TS AT SUPPORTS I J P (TYP C L FOR ALL) ti I I I 00 I NEW 8"SLA N GRADE I ( I P P P SEE ARCH. DRAWI G FOR TOPPING SLAB z — — — —DETAILS A D ELEVATIONS co `r P WELL COMPACTED FI L 5%MODIFIED PROCTOR — DENSITY, NO FINES R ORGANICS. BELOW ALL I I P P I SLABS TYP.(CO P CTED IN 12" LIFTS) #5 TOP BARS AT 16"O.C. LAPPED WI H SLAB P REINFORCEMENTS AT SUPP R (TYPICAL FOR ALL) i cc �9 N G I I P P P P BO (D f P P P PLL w _ _ _ _ _ _ _ _ _ - - _ O 7tr - - - - - - - - - - ---- L_J o P I I 2 ( c' I P _l I o P S-201 I �.L I P I P tO ----NEW 8"SLA GRADE W P I P I P SEE ARCH. DRAWIN S FOR TOPPING SLAB DETAILS AN LEVATIONS- — —� P I WELL COMPACTED FI %MODIFIED PROCTOR 2 DENSITY, NO FINES R ORGANICS. BELOW ALL S-201 SLABS TYP. (CO P CTED IN 12" LIFTS) P I P P P P P 1 I I GJ I P P � 9 �+ I _ I CD _ -J 1 � 2 S-201 SF S-201 z Y Q D � I I 0) r- I P P I ( �'SLAB ON GRADE P U O r o { ( I � 2z f UNEXCAVATED OR WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, NO FINES � ��" OR ORGANICS. BELOW ALL SLABS TYP. ,--NEW r SLAB ON GRADE NEW 8 SLAB ON GRADE (COMPACTED IN 12" LIFTS) Revisions No. Date Description UNEXCAVATED OR WELL COMPACTED FILL 1 09/04/2024 FOR PERMIT UNEXCAVATED OR WELL COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, NO FINES 95%MODIFIED PROCTOR DENSITY, NO FINES 2 09/20/2024 FOR PERMIT OR ORGANICS. BELOW ALL SLABS TYP. (COMPACTED IN 12" LIFTS) OR ORGANICS. BELOW ALL SLABS TYP. -- (COMPACTED IN 12 LIFTS) -/-/ 5 --/--/— --- Designed By: AN Drawn By: AN Checked By: AA , . n ni Date : 12/08/2023 Scale: AS NOTED FIRST FLOOR/SLAB ON GRADE �v S- 101 SCALE: 1/4"= V-0" Sheet# I 1 -r DiLandro Andrews LLI i 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 ! 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FRAMING PLAN 09/04/2024 FOR PERMIT SCALE: 1/4"= 1-0" 2 09/20/2024 FOR PERMIT 3 _......... _..... ..._....._... --....._.__......._._.........._.._............_........ ....... ...... ..............................................._. . ._.._._.__.........- --- ..._...__...._........_....._........._._... — _._...........—.--._.._........... _...........__...---...---._..............._.._._.......__..........................._......._..........._.._..._........__...__............_.._.. Designed By: AN .-.......... -----_ — — _._....... Drawn By: Checked By: AA 777 , Date 12/08/2023 Scale: AS NOTED ................. _-----............__._........- #+7 . S- 102 el DiLandro V Andrews E n g i n e e r i n g 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal �OF NIFIY NRy 0'�� o * r ROFt:',Sl� 00 t0 Ln d' N 131-21„ 2 22'-21" — 21'-8Z" 24'-111' 18'-9" ( 18'-9" 18'-8Z" 6'-1" 2 8 4 8 3"DIA. 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Andrews 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal NENRy ��- 2 7� F- ^3 ITT cc OA 7201 ��FE3 SIO�P� 00 c0 Ln e CV 131-2- 2 EE 22'-22" — 21'-88" 24'-114 "" 18'-9" I 18'-9 18'-88" 6'-1" 3 C10X30 C10X30 C10X30 C10X25 C10X25 C10X25 C10X25 PURLIN PURLIN ` PURLIN / PURLIN PURLIN PURLIN PURLIN Q C10X30 C10X30 C10X30 C10X25 C10X25 C10X25 °� C10X25 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN _ I L0 LO ` / LO M M M X X X LID X > > j x C10X30 X C10X30 0X30 C10X25 C10X25 10X25 > C10X25 PURLIN PURLIN ^^ PURLIN PURLIN PURLIN PURLIN PURLIN tic-, �00 F `L C10X30 C10X30 C10X30 C10X25 C10X25 C10X25 O C10X25 PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN M O W 14x34 W 14x34 W 14X38 W 14X30 W 14X30 / W 14X30 RIDGE RIDGE RIDGE RIDGE RIDGE ` RIDGE / 4 Q o� C10X30 C10X30 C10X30 C10X25 C10X25 C10X25 C10X25 ^ PURLIN PURLIN N PURLIN PURLIN PURLIN PURLIN PURLIN • ' 73 ti Q � C1OX31 C10X30 C10X30 C10X25 C10X25 C10X25 C10X25 LL PURLIN / PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN CM Lf') M CV) X O U) LID LM M M LO X X X x x Ln W O /C10X30 C10X30 C10X30 C10X25 C10X25 C10X25 C10X25 PURLIN NN PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN C700 �j2o S� 20 �1� [Do co O C10X30 C10X30 C10X30 ` C10X25 C10X25 C10X25 C10X25 PURLIN ` PURLIN PURLIN PURLIN PURLIN PURLIN PURLIN Ur z Q LO I 0 o o � Q �- I ( C� t— 2 Z Revisions No. Date Description 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT ROOF FRAMING PLAN 3 --/--/— — 4 --/--/— --- SCALE: 1/4"= 1'-0" 5 Designed By: AN Drawn By : AN Checked By: AA Date : 12/08/2023 Scale: AS NOTED S- 104 Sheet# 'r�\ - DiLandr® Andrews ---k "•r Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com C A G Certificate No.: 0019523 Professional Seal of Re ENRyq W14X30,W1 34,W14X38 W14X30,W1 X34,W14X38 O= MIDGE BEAM / IDGE BEAM r- - I ; — 14X53 — — 14X53 F� ?201 (5)C10X25 E. 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I _....___.._..._...._........_ ....................... ..._._...........__. .. ..... .._._............._...... ...._.._....................... :................: I:: i �...__.... ., i T';-..._..:.._.......... ................. .............._......._._.. ........------ ....._.........._..__.._.._....J/� . .. ........«_... ........ __... _•--..__...___...... __...__•—__--_•--_"--___.___._..... _ ....---._......_... i I I I I I _ I _ l........_..-- --_ : ,r TYPICAL FRAMING SECTION , FRAMING ECTION A S-300 SCALE: N.T.S. S-300 SCALE: N.T.S. C0 s , _O U W U) CD I ! I I I I I I I z W14X30,W1 X34,W14X38 0 ' 2IDGE BEAM '' J W 14X53 W14X30 W14X30 W14 1 30 m (5)C10X25 E UALLY SPACED, (5)C OX2 EQUALLY SPACED, ACING NO TO E�CCEED 4'-6" I SP ACING NOT TO EXCEED 4'-6' / � I i I � � o ! t W14X53 °0 0 o / C10X30, PURLINS / / / — _._... ---- -- - - / ' i ' ' i // x45— �1L12X30_W12x45.__ __ ___- %% ____ - - --- ___ — ___ W 12X30 2X30 -_ — 1 _...__.........__...._.....__........._.....__......_......._........................__..... __._._.....__..... __.._..................._ ..----................._.............................--.._..._....._............................._._..- ... -....-- - ...... - r-—._ _._........-- - __...._.._..__.._........ -.._.._........-..__.......--... --..._.. .................._.._ _._......._.._.L... ---- Ci I .... � z 04 LO BRACED FRAME I RACED FRAME \ C TO BE DESIGNED - - T BE DESIGNED - - — - 3"DIA.TIE ROD G LO _...._...._..........._ _................. - --..— ..- / -- -- - —----- -- /, .. r j co __.. _ ...-—......_.._._.._._.. .. -..._._..............---....._. .._... / ( — — -- —..__...._.._.__._ °° \ r ... W10X45 / / W1OX45 - _ CV W14X61 \, W14X61 W 14X61 0 o N Q_ 0 o N — - - i / i -- - - - --- - ,W14X82 0 0 N N / N N W14X61,W14X82 _............/....--_.... _......._------- -------- _ _........_...._..---- _......-- _...__........__.._.._.._._...........-- _._._...._._.._.. -- - -- -- ......__ ----......_..---...._ „/.' \� Revisions ----.._.. _.... ....---- .................-_._. --..._.__.._..--- -......- -...----......_...--- No. Date Description 1 09/04/2024 FOR PERMIT j;'` I ._..._. ____...__._._.. _..__-.__..._. 2 09/20/2024 FOR PERMIT 3 --/--/- - 3"DIA.TIE ROD -� I - _ I 1I I T - --__----- - -------- - ...__._._..__..._..._....._---__._..___..__...____.._1______.__.. .___.._._._.______.__—._____—_.._.__._..1....._......_.__.1.._....___._............_..__.........L.—___.._......._._.__...._.....__...._.....__..___../__._..........—___.._._...___._.—__.�._._._4 Designed By: AN — — — — Drawn By: AN Checked By: AA �+N,': 3 FRAMING ECTION B 4 TYPICAL BRACING DETAIL : A :.. : . a .; : $_ , Date : 12/08/2023 - SCALE: N.T.S. S-300 SCALE: N.T.S. Scale: AS NOTED S- 105 �.._She�et4 DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF SLAB IS LEFT EXPOSED, I.E. LEFT FIRST POUR SECOND POUR TYP. LAP TYP. LAP ( JOINT AT EACH SIDE 5E BAR 0 SEE NOTE 1 SEE NOTE 1 op UNCOVERED), FILL W/SPECIFIED 6„ 6„ ITYP.) 01 JOINT FILLER 1N ACCORDANCE W/ 4"PREMOLDED TONGUE STOP REINF.SHORT OF MANUFACTURER'S INSTRUCTIONS =[7 AND GROOVE JOINT JOINT AT EACH SIDE P�� hroOQ CORNER BAR SIZE AND _ _ _ SPACING TO MATCH DiLandro;., �; HORIZ. REINF. Andrews � --�- =- En9inrerin9 0„ OPENING m a Np. 158 County Rd. 39, Suite 10 ( Southampton, N.Y.11968 -` —i "' Office: (631)259-3959 Info@DiLandroAndrews.com NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING LCertificate No.: 0019523 SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO 13E PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS f Second Pour First Pour (2)-BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 O SLAB OF NIEW"i WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) FACE OF WALL AT JOINT. SEE NOTE 7 .<<C. r0 z NOSING BAR, EDGE W/1"RADIUS TOOL CONSTRUCTION JOINT, " Q° ENRY ¢ VAPOR RETARDER, Q a yti SEE PLAN FOR LAP EDGES 24"AND TAPE, aa.. 1'-0" CENTER 2x4 KEY ON WALL 6 6 A REINFORCEMENT W SEE PLAN FOR CHANGE 2 �Fy$ m cc OMIT AT EXTERIOR SLABS W NOTES: SHRINKAGE CRACK LU cn MIN IN ELEVATION r �g 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS." 2. DETAIL APPLIES AT OPENINGS 12 x12 AND LARGER,A SIMILAR DETAIL MAY BE USED AT R�F��S�ON CIRCULAR OPENINGS 12"AND LARGER. 1 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. i I -I=I (i'=il Irr 2 o PIER, IF REQUIRED ~ PROVIDE CONT. CHAIR AT REFER TOGEOTECH. I 1 —1�-�I� 2 TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6"MIN. S-200 REINF.AT EL.SHOWN SCALE: N.T.S. GRANULAR SUB-BASE NOTE: NATURAL"CUT" GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. TYPICAL SLAB ON GRADE DETAIL 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING 1 HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. S-2 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. • o 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. o 0 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o 3 CONCRETE WALL CONSTRUCTION DETAIL S-200 SCALE: 3/4"= 1'-0" I I I i I I I I I I I I ! I I I I I I I I f I I I f I I i I PROVIDE#5 REBARS @ I I I I I I I 12"o.c. BOTHWAYS. I E I I I V-6" V-6" 1 2'46" PROVIDE 90D HOOKS I I I I I l (TYP.) ! 5'-0" 5-10- ! I I I M TRANS. BARS ------------------------- " I o I I ---- I I o I I PROVIDE#6 REBARS @ o I I I PROVIDE#6 REBARS @ ir e 12"o.c. BOTHWAYS. j I I 12"o.c. BOTHWAYS. m— -- —� CPROVIDE 90D HOOKS I W I PROVIDE 90D HOOKS Z _____m ___ _____ ________��,�_____________ _____f______ __�__ m ____ _-___ --__ -__-_ m,p) I Q z i I z I Q I I I Q 1 18" THK.I4000 PSI CONCRETE PILE AP M I18" THK. 4000 PSI CO CRE I q i i I I TE M 18 THK. 4000 PSI CO CRETE in (n PILE CAP j PILL CAP J I I I I I I I I I I MAIN BARS I I MAIN BARS I W I I I -- S ------ --- -- --- ------------------------------- ! I 1 0 -- -- -- -- ---- ----- I I I I I I I o I I I O I 6 -------------------------- V-3" V-3" — t I 0 T-0" 1'-0" 1'-0" 3-10" I I I I I I I I I I W O � PC- 1 PC-3 PC-4 `_ 4 PILE CAP DETAILS S-200 SCALE: 3/4"= V-0" 0'-2"TYP. (2)-#5 CONT.TOP AND BOTTOM SLAB ON GRADE, SEE DETAIL 7/S-200 FOR SLAB ON SEE PLAN FOR REINFORCEMENT GRADE DETAIL 0'-2"TYP. z"PREFORMED EXPANSION MATERIAL _� QM O N x x x--x x x x x 1..1... YoW e z � FF- m PROVIDE#6 BARS AT 10" V N g � O.C.B.W. Q 12"THK. LAYER OF 4"BLUE STONE OR R-34 RCA 0�„TYP _ _ _ _ _ w � z (2)-#5 CONT.TOP AND BOTTOM Q — - - - -- �— �—�—�— — I EXISTING EXCAVATION TO BE FILLED WITH WELL O ® C I=I I I—I I I—I I I-1 I I=I I I I=I I=I I=III—I I—I I I= COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, U 0 C G z I=III—III—III—III--III— I I-III—III—) I I=I I I=I I I= NO FINES OR ORGANICS. BELOW ALL SLABS TYP. SLAB ON GRADE, SEE PLAN W I I I=III=III= (COMPACTED IN 12" LIFTS) FOR REINFORCEMENT #5 BARS @12"o.c. HORIZONTAL AND VERTICAL #5 DOWEL AT WALL SPACING w/U-10"HOOK, #6 BARS @12"o.c. HORIZONTAL AND VERTICAL I1=III=III—I x x x x_x_x x ' � LAP 48 BAR DIAMETERS WITH VERTICAL BARS Revisions O.C.B.W. EACH FACE -IIL� _ 3/4"CRUSHED STONE W e 2x4 KEY No. Date Description COMPACTED IN 12"LIFTS Z 1 09/04/2024 FOR PERMIT e e o 2 09/20/2024 FOR PERMIT #5 DOWEL AT 12"o.c.W/ "' ® 3 --/—/— -- 0'-10" HOOK SLAB ON GRADE DETAIL 4 —/—/— 00 #5 DOWEL AT 18"o.c.W/ 5 --- - PROPOSED T-0"W x V-6"D U U 0'-10"HOOK S-200 SCALE:3/4"= 1'-0" "''" 71777,77777- CONTINUOUS GRADE BEAM REINFORCE z_ W CONT.#5 HORIZONTAL BADE BEAM SEE W/(5)#6 BARS @ BOT. (4)#5 BARS @ TOP, O (2)-TOP AND BOTTOM DETAIL 6/S-200 #4 STIRRUPS @ 9" O.C. TYP. (3) STIRRUPS q W ® 2x4 KEY Designed By: AN WITHIN 12"OF PILE in Drawn BY: AN BADE BEAM, SEE Checked By : AA DETAIL 6/S-200 ;,. 12 � . BOTTOM OF FOOTING Date : 12/08/2023 L. = EE PLAN 3'-0" BOTTOM OF FOOTING TYPICAL KNEE WALLS UNDER SLAB Scale: AS NOTED 9 EL. = SEE PLAN S-200 SCALE: 3/4"= 1'-0" 2)SLAB OVER WALL FOUNDATION DETAIL 6 TYPICAL FOUNDATION WALL AT SHELF DETAIL S-200 SCALE: 3/4"= 1'-0" S-200 SCALE: 3/4"= V-0" S-200 Sheet# Po DiLandro a -. Andrews... ..tom+ ..�. WK. - * - Encsi nee ring 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 1/4 CENTER LINE Professional Seal 0'-3" I 0'-3" (8)-1 1/4"0 F1554 GRADE 36 0 1'16" ANCHOR BOLTS W.24" OENR tv,, EMBEDMENT AND 3"HOOK �P N 9` BOLTS TO BE LAPPED WITH COL.\PIER\FTG. o O VERTICAL PIER REINFORCEMENT * _ m ? rA X/2 2 o O p CENTER STEEL COL., SEE PLAN o N LINE -- ___ . ____ _ — Q9 20'1 m 1/4 N N AROFE$SIO�P� � N 4 BARS 6 BARS N N (8)-1 1/4"0 F1554 GRADE 36 N N ANCHOR BOLTS W.24" 1"THICK BASE PLATE ON 1"THICK BASE PLATE ON N EMBEDMENT AND 3" HOOK STEEL COL., SEE PLAN C 'THICK LEVELING PLATE N 4�'THICK LEVELING PLATE N BOLTS TO BE LAPPED WITH TO MATCH BASE PLATE TO MATCH BASE PLATE VERTICAL PIER DIMENSION ON REINFORCEMENT DIMENSION ON X 1 4"NON SHRINK GROUT 1 "NON SHRINK GROUT 8 BARS 10 BARS z BASE PLATE ry w = DETAIL � oa ww COL.\PIER\FTG. w TOP OF PIER PROVIDE (4)#7 CORNER BARS 2"CLR. FOUNDATION PIER lo 10 (2)-#4 TIES SET AT 2" PROVIDE(6)#7 MIDDLE BARS O.C.AT TOP AS SHOWN DOWELS TO MATCH VERT. REINF., SEE PIER o VERT. REINF. SCHEDULE N PROVIDE#4 STIRRUPS SEE TYP. PIER DETAILS FOR PLACEMENT CONCRETE PIER, SEE o PLAN AND SCHEDULE D FOR DIMENSIONS K �0 � m _ 03 m FOOTING, SEE FOOTING Cn SCHEDULE AND DETAIL TYPE 1 BASEPLATE-PIER 1 z TIES SIZE AS PER"TYPICAL COLUMN, PIER,AND BUTTRESS TIE DETAILS." PROVIDE (3)-TIES o SET AT 2"O.C.AT BOT. OF PIER. = REMAINDER OF TIES SPACED AS PER"TYPICAL COLUMN, PIER,AND BUTTRESS TIE DETAILS CENTER LINE SECTION :> 1/4 PIER SCHEDULE (6)-1 1/4"0 F1554 GRADE 36 ANCHOR BOLTS W.24" MARK E-W DIR N-YDIR VERTICAL REINF. EMBEDMENT AND 3" HOOK BOLTS TO BE LAPPED WITH P-1 1'-6" 2'-0" po o po VERTICAL PIER P-2 V-6" V-6" ' REINFORCEMENT CENTER STEEL COL., SEE PLAN LINE M N OO O OO 114 N I N I N 1"THICK BASE PLATE ON 4"THICK LEVELING PLATE STEEL COL.,SEE PLAN N (6)-1 4"0 F1554 GRADE 36 TO MATCH BASE PLATE J N ANCHOR BOLTS W.24" 1"THICK BASE PLATE ON N EMBEDMENT AND 3"HOOK DIMENSION ON 2 PIER SECTION DETAILS AND SCHEDULE 4"THICK LEVELING PLATE N BOLTS TO BE LAPPED WITH 1 4"NON SHRINK GROUT TO MATCH BASE PLATE VERTICAL PIER � WS-201 SCALE: 3/4"= V-0" DIMENSION ON REINFORCEMENT BASE PLATE 0 1 4"NON SHRINK GROUT DETAIL z z I- O w 2H _ oa mo w Q V-6" . . z FOUNDATION PIER PROVIDE (4)#7 CORNER BARS W D p PROVIDE (4)#7 MIDDLE BARS `c) AS SHOWN TYPE 2 BASEPLATE- PIER 2 PROVIDE#4 STIRRUPSSEE TYP. PIER DETAILS FOR PLACEMENT Ni 0. Z C) N LO I— r— b C) LO � -r-- 2z 10- Revisions No. Date Description 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT 3 —/--/— ---- 5 —/—/— -- g k` Designed By: AN Drawn By: AN Checked By: AA Date : 12/08/2023 Scale: AS NOTED S-201 Sheet# w DiLandro Andrews ¢ Engi nceri ng 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal JOIST DETAILS Plate nail-16d(0.135-x 3y") Load bearing or braced/shear wall 1Y"round holes may be cut above must stack over wall below anywhere in web outside of at 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.135"x 3 Y") Plate nail,16d(0.135 x 3Yz") 7 " 4required ing panel: 1Y"TJ"Rim Board, (must stack over wall below when present) u ALLOWABLE HOLES - TJI® Joists hatched zone if they are at 16"on-center at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel nail- ® located 3"away horizontally Blocking panel: trim sheathing tongue at rim board 1 1Yz"TimberStrand LSL or No load bearing I" jy 9 i 9 9 16"on-center 8d(0.131"x 2/")at 6"on-center . (edge-to-edge) O EIV 1y"TJ"Rim Board, 1y"Or Web stiffener " " ast. wall above Min.distance from Table A Min.distance from Table B Plate nail-16d 0 135 x 3Y Blocking panel: from a larger hole. Q` 1y"TimberStrand"LSL or i required on both � ) Web stiffeners required on 2x4 minimum Web stiffeners 1Y"TJ"Rim Board, DO NOT ®• sides at A2W ONLY at 16"on-center ® _ �- TJI Joist ` Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or 1Y2"TimberStrand LSL cut or notch flange. * O O Floor panel nail- "' Z m 1 8d(0.131"x 2Y2")at 6"on-center* boundary nails, at 63W ONLY or TJI Joist r 2 M C t/ 8d(0.131"x 2Y") 1�"or 1 Y" Web stiffeners 6" '• 6^ C7 d rRim-to joist Web Stiffeners required at 4"on-center I TimberStrand® �s"LSL rim board. required on both Snail each side atA3._W B1 B1W � '(Sides of both joist 6" L 2 x D� D� Closely grouped round Lz 2 x Lz Dz 6• 6•Toe nail-10d(0.131" t t Toe nail, Toe nail, 1Y"TJ"Rim Board, When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cutx 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W onl thickness exceeds Y8", 12" Web stiffene DO NOT holes in (applies to all holes the group perimeter holes/n holes larger at 6"on-center at 6"on-center 1Y"or 1 Y"TimberStrand®LSL. trim sheathin ton ue min. End of joists at cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1Y2"in Web stiffener g g on both sides at B1 W of support zones zones cantilever TJI rim joist at rim board and 62W ONLY Centerline round or square holes. reinforcement Toe nail-10d(0.131"x 3") required on both Must have 1Y4"minimum * Table A - End Support at 6"on-center Install proper blocking to Blocking panels may be required sides at Al ONLY joist bearingat ends.Attach * support all panel edges 62 62W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W* A2 A2W'� r A3 A3.1 A3.2 A3.3 PP P g walls above or below-see detail 61 63 63W B4 B4W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim joist per A3 detail. below-see detail B1 JOIST TJI" *For additional installations specifications see Rim Board Details and Installation in A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 A3.4* DEPTH y- g• 4" 5" sY" 7" 8%" 11" 13" 2" 3" 4" s" 6Y" 7" 8'/a" 11" 13" P A3W W Nail through 2x_cantilever,wood backer and 110 r-o" r-6• r-o• T-0" 5'-0• r-0" r-6" r-s• T-s• 4'-6- Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O O O W Details and Installation in Weyerhaeuser Installation Guide 1Y6"TJ"Rim 3oard or 1Ya"or 1Y"TimberStrand® Blocking TJ I"joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-s• z-s• 3'-0• s'-s" ,-o" 2'-0• 2'-s• a'-o• s-o• for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9Y" 230 1'-6" T-0• 2'-6• T-6• 5'-6• 1•-0^ 2'-0" T-0• 4'-6" 5'-0• top and botto'n flange.Nail to blocking panel with Use 16d(0.135"x 3 )nails with 3Y2"TJI® 360 1•-6^ z'-0" T-0" 4•-0- 6'-0" 1'-s" T-s" 3'-6" 5'-0• 5'-6.- connections equivalent to floor panel schedule. joist flange widths. 660 1•-6• 2'-6^ T-6" 5'-0" T-0• 7'0' 3'-0" 4'-0• 5'-6• s'-0- 6'-0"length of TJ I"joist 8"diameter maximum hole for 11Y8"- ® e 110 1•-0" 1'-0" 1'-6" 2'-0- 2'-6• T-0• 5•-6• 1'-0" 1'-6" T-O" 2"6" 4'-6• 5'-0• s•-0" 1Y"TJ Rim Board 1Ya"or 1Y"TimberStrand 210 r-o" r-6" T-0^ 2'-0- 3'-0" T-s• 6'-0• r-0• r-6" 2'-6• T-0• 5'-0• s-6• 6•-6" reinforcement and filler 16"deep blocking panels; p diameter LSL.Nail with 10d 0.131"x 3" nails, 11/" 230 1'-0• 1'-6" T-O" 2'-6- F-0• T-6' 6'-6" 1'-0" T-O" 2'-6• 3'-6• 5-6• 5'-6• T-0" 4'-0"length of 8"diameter maximum hole for 11%"- block.Use 4'-0"length maximum for blocking panels 9Yz" ( ) Attach reinforcement to joist 4"reinforcement 7 " ® one each at top and bottom flange. with one 8d 0.131"x 2Yz") 360 1•-6• T-0" T-0" T-6" 4'-6• 5'-0" T-0" 1'-6" 2'-6" T-6• 4'-6• 6'-6" 6'-6• T-6" 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9y"and 11/ TJI deep or shorter than 12"long. ( 560 1'-6" 2'-6" T-0" 4'-0" 5'-6• 6'-0" 8'-0" z•-6" T-6" 4'-6• 5'-s• T-0" T-6• 8'-0" 7 on one side at E2, maximum for blocking panels 9Y" joists. Do not cut flanges. Attach reinforcement to joist nail at each comer F1 applies to Web stiffeners 11/"-16"deep blocking panels; both sides at E3 " 110 1'-0" 1'-0" ,•-0" 1•-0" 1'-6• 2'-0• T-0• 5'-6• 1'-0" 1'-0" l'-s• 2'-0' F-6• 4'-0• 6'-0• 8'-0- with one 8d(0.131 x 2Yz") uniforml Load from above required on both 6"diameter maximum for deep or shorter than 12"long. Horizontal blocking Y 210 1'-0" 1'-0" ,'-o" ,•-s" 2'-0• 2'-6• 3'-s• s'-o• 1'-0^ 1'-0" 2'-0• 2'-6• a'-o• a'-s• s'-s" a'-s" DO not cut flanges. nail at each comer P loaded joists 14" 230 1•-0" 1'-0" 1'-0" 1•-6" 2•-6• 2'-6" 4'-0' 7'-0" 1•-0" 1'-0" 2'-0' T-0' 4'-0" 5'-0' T-0" 9•-0" 1Ys"TJ"Rim Board 1Ya"or 1Yz" panels between each 1 sides at E1 W ONLY blocking panels 9Y"deep or TimberStrand®LSL.Nail with joist.Nail to top plate with • only. 360 1'-0^ 1'-0" ,'-6" z'-s• 3'-6• 4'-0• s'-6" 8'-0" 1'-0^ 1'6^ z'-s- a-o• s'-o• s'-s• 8'-0• s-s" shorter than 12"long. 10d 0.131"x 3" nails,one 3 " 560 r-0" r-0" T-o" T-0- 4'-6" 5'-0" 6•-6• T-0• r-s" T-0" 4'-0• s-o• T-0• T-6• 9'-0• 10•-0" Ys" Do not cut flanges. ® ( ) 12"length of/a connections equivalent to Wood � 9 1Y"TJ Rim Board or 1Ya"or IV each at top and bottom flange. reinforcement on floor panel schedule. backer �ae�e� oaf`!) 110 ,'-o" ,'-0• ,•-0" 1'-0" 1'-0" ,•-0• z•-0" T-0" s•-o" 1'-0" ,'-0" V-0• 1'-6• 3'-0• T-0• s'-s" 7•-6" 10'-0" TimberStrand®LSL.Nail with 10d " 3/4. 210 1'-0" 1'-0^ 1'-0" 1'-0" 1•-0• 1'-6• 2'-6• T-6" 6'-0" 1'-0^ 1•-0" 1'-0• 2'-0• T-0• T-6• 6'-6" 8'-0" 11'-0" one side at E5, (0.131"x 3")nails,one each at Attach reinforcement to 12 length of �f� e�et ��0 1s^ 230 ,'-o^ 1'-0" 1'-0" 1'-0• 1'-s• ,'-s• 3'-0• a'-o• T-o" 1'-0• 1'-0" 1•-0• 2'-0• 3'-s• a'-o• T-o^ s•-o^ 11'-0" both sides at E6 top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side ca�'��rg�r l�r�`�° 560 1'-0^ 1'-0" 1'-0• ,=o^ z'-s• 3 0• 5 0• 7=s• 1o=0" ,-o^ z=o" 3 0• a'-s• s'-s• 7=0• ,o=o" ,�'-o" 12 o" ' 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 �e Attach reinforcement , on-center,clinched.Use 2 each joist 4^ 6" 7" 8" 10" 12" 14Y4" 16Y4" 4" 6" 7" 8" 10" 12" 14%- 163/" 2x4 minimum +i t0 OISt flange with ri 7 " E7 E8 Less than 5" 360 1•-0" 1'-0" 1'-0• 2'-0• 4'-0• 5'-6" 9'-6" 1'-0" T-0' 4'-6" 6•-0" 10'-0" 11'-0' IT-6" squash blocks , 1 9 rL' tt` rows with 9y2"and 11/ Less than 5" 1e' p 8d(0.131"x 2Y")nails at 6" a+`� TJI®joists. 560 1•-0" 1'-0" r-0" T-O" 4'-6• T-o" 10'-6^ 2'-0• 5'-0" s'-s" 8•-0" ,r-O" 1r-0. 14'-0• lY6"TJ"Rim Board or on-center.When reinforcingE5 E6 Gap*: WEB STIFFENER ATTACHMENT 20" 36o 11-0^ 1'-0" 1'-0• 1'-0" 7-0• a'-O- T-0- 10'-0" 1'-0" 1•-6' T-0" 4'-6" 8'-0" 11'-s" 13'-6" 15'-6" CS Use 2x4 minimum squash blocks to 1Ya"er 1Y2"TimberStrand"LSL. Face grain ati`� Y8"minimum 560 v-0- 1-0• 1'-o- 1'-o- 2'-0• 4'-6• 8'-6" 1,'-0• 1•-0' 3'-6• 5'-0" T-0" 10'-6" 13'-0' 1a'-s• 15'-s• d` both sides,stagger nails. transfer load around TJI®joist O O Nail with 10d(0.131"x 3") O O horizontal E4 Not for use with 3112"TJI®joist flange widths 1• T- 23/4"maximum Table B - Intermediate or Cantilever Support E1 E1 W nails,one each at top and E2 E3 (1Yz"for TJ I" Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. pp Apply subfloor TJI"joist blocking with end JOIST TJI" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingPP y Web stiffener both sides. DEPTH ," , " blocks installed at joist-span 2" 3" 4" 5" sY" 7" 8/ 11- 13" 2" 3" 4" 5" 6Y" 7" 6/e 11" 13" ® Flush bearinglate required. adhesive to all See table below. *With point load from above,and no support Double TJI Joist Filler Block: P q Flashing locations using 110 z•-0" T-6" T-6" 4'-6" T-6• 1'-6• 2•-6" 3'-6• 5'-s" s'-6• Hanger height must Hanger Backer Block:Install tight Maximum X"overhang contact surfaces " * below,install web stiffener tight to top flange be a minimum of 60% g g two 8d 0 113"x 2 Attach per the table. ( Yz ) Tight fit (gap at bottom flange) 9y. 210 z'-0^ z'-s" 3•-s" s'-o" 8'-0• 2'-0" 3•-0^ a'-o• s'-s• 7'-s• of'oist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'-6" T-0" 4'-0" S-6" 6'-6• T-O" 3'-6" 4'-6• s'-s" T-s" p flange with face mount hangers). aP Nailing Requirements 360 3'-0~ 4'-0" 5'-6" s•-6" T-0• T-0• 4'-6" 5•-6• T-6• 8'-0• alternating sides.Clinch nails gledger ESQ 2y"screws, ® Depth Minimum Web Clinch nails when possible. 0�5 typical TJI Joist Series in. Stiffener Size T e Number Nails 560 3'-s" s'-0" s'-o~ T-6" 10'-0" 4'-0' S'-6^ s s• 8'-0• s'-0• when possible. See fastener ® '� tYP ( ) yp 1Ys"TJ Rim Board or 1Ya" � �� End Intermediate 110 r-o" r-0" r-s^ 2'-6^ a'-o• a'-s• s'-s• r-o" r-s" r-s• a'-o• T-o• T-o" s'-s• 1 I table below.Maintain or%"TimberStrand" LSL. 110 All 5/"x 2%6")') 210 1'-0" 1'-0" 2'-0- T-0• 4'-6• 5'-0• 9'-0• 1'-0- 2'-0• T-0" 4'-6• 8'-0• 8'-0. 10'-0" _ 2"distance(minimum)from 210 All %"x 2%s"�'� 8d ll s" 230 1•-0" 2'-0" 2'-6" T-6" 5'-0• s'-6. 10'-0• 1•-0" 2'-6" T-6" 5'-0• 8'-6• 9'-0" 10'-6- Top mount edge of ledger to fastener. ; 7 " s ") (0.113"x 2Y") 360 T-0^ 3'-0" 4'-0" 6-6" T-0• T-6. 1 r-0• P•-0" T-s" 5'-0" T-0• 9'-6• 9'-6. 1 r-0" hanger 1 t :ter Option#2: 230&360 All / x 2/s" 3 3 560 1-6" T-0" 4'-6" s-s" T-0• 8'-6• 17-0" T-0" 4'-6" s'-0" 8'-0• 10'-6• 1r-0" 12'-0- Fastener Allowable Load(2)(Ibs/bolt) 2x_strapping installed atY 16d 110 1•-0" 1'-0" 1'-0" 1'-0" T-o" 2'-6• 4'-6• 8'-6- 1•-0" 1'-0" 1'-0" 2'-6• 5'-0• 6'-0• 9•-0. 1z'-0• 11 Backer block Face mount Yz"Through bolt joist-span locations using two 560 All 2x4 210 1'-0" ,•-o" ,'-o" 1•-0" 2'-6• 3'-0• s•-s• s'-s• 1'-0" ,'-o" z'-o• 3'-s• s'-o• T-o• ,o'-o" 13'-0" (0.135"x 3Y") 14" 230 1•-0" 1•-0" 1'-0" 2'-0• T-6' 4'-0• 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0• 6'-6• T-6• 11'-0" 13'-6" hanger both sides of web Rim Board Material y2"lag bolt �"Through bolt with Air Space 2Y"screws per joist,typical with single TJI"joist I%"TJ®Rim Board(3) 480 695 18" 4 4 360 1'-0" 1•-0• 2'-0" T-6" 5'-6• s'-0• 8'-6. 12'-6" 1•-0^ 2'-0" 4'-0' S•-s• 9'-0. 10'-0- 12'-0" 14'-0• Web stiffeners required if sides of 1 X"TimberStrand LSL 610 725 615)l) Option#3: 560D 20" 2x4(2) 16d 5 5 560 1•-0" 1'-0^ 1'-6" T-6" 5'-6' 6'-6• 9'-0. IT-6" 1'-0" T-0" 5'-0" T-0. 10'-0. 11'-0" 13•-6" 15'-0' With top mount hangers,backer block required only 1 Yz"TimberStrand®LSL 675 725 Directly applied ceiling 22"�3) (0.135"x 3Y2") 6 11 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0• 1'-0" 2'-6• 5'-0" 8'-6" 1'-0" 1'-0" 1•-0• 1'-0" T-6• 4-6• 8'-s" 11'-6" 16-0- hanger do not laterally support at H2 H3 24-(3) 6 13 210 r-0" r-0" r-0" r-0" r-0• r-0• T-6• s'-0" 10'-0" r-0" r-0" r-0" r-s" 4'-6• 5•-6. 10'-0" 12'-6" 16'-0" O least Y8"of TJI"joist top flange O for downward loads exceeding 250 Ibs or for uplift O (1)Corrosion-resistantfasteners required for wet-service applications. PB1 When specified on the layout, one of W 16" 230 ,'-0" 1•-0" ,'-0" 1'-0" 1'-6• T-O' 4'-0" 6'-6" ll'-0" 1'-0" 1•-. 1'-0" 2'-6• 5'-0• 6'-0. 10'-6" 13'-6. 16'-6- conditions.For nailing requirements see page 5,TJ- LA (2)Allowable load determined in accordance with ASTM D7672. O O 1 PS1 or PS2 sheathing,face rain vertical the bracin O tions above is re uired ( ) g 360 1'-0" 1'-0" 11-0" 1'-0" 3•-0• 4'-0' 6'-6. 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0' T-6• 8'-6" 13'-0" 14'-6" 9001, Weyerhaeuser installation Guide for Floor and (3)lYa"TJ'Rim Board is allowed with joist depths<_16"only. g P 9 (2)Construction grade or better sso 1'-0^ 1'-0^ 1'-0^ ,'-o" 2-s• T-6" 7'-0" 11'-0" 15•-0" 11-0^ 11-0" 3'-6" 5'-6- 9'-0. 10'-0" 14'-6" 16-0" 18'-0• Roof Framing, TJ-9001. (4)Maximum yz"shimmed airspace. 3 Web stiffeners are always required for 22"and 24"TJI"560D Joists 3 " 3 4" 6•' 7- 8- 10" 12" 14/s 16Y4" 4" 6" 7" 8" 10" 12" 14/ 16Y4" BEAMDETAILS FASTENING of FLOOR PANELS 18^ 360 1•-0• 1'-0" 1'-6" T-0• s'-0" T-0" 14'-6" 1•-0" 4'-0" s'-6- v_n- ,a'-s" 16'-s• ,s'-o• Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 660 1•-0" 1'-0• 1'-0• 2'-0• 6'-0" 10'-0" 15'-6" 1•-0" (`,'-0" 8'-6" 11'-6" 16'-6" 18'-0• 19'-6' TJI"(1)(2) Rim Board 13/a" 7JI6 Joists 110 210 230 or 360 360 560 560D 20" 360 1'-0• 1•-0• 1'-0• 1'-0• T-0" 6'-0" 11•-0" '15'-0" 1'-0• 1.'-6" 4'-0" T-0" 12'-6" 16'-6. 19'-0' 20'6' BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and lye"Tie TimberStrand®LSL TimberStrand°LSL Microllam' Parallam° 7 560 1'-0" 1'-0• 1'-0• 1•-0" ,'-6" 5'-6" 11'-6" 15'6' 1'-0' 3'-0' 6'-0" 8'-6" 14'-0" 17'G' 19'-0. 20'6' ry BEARING AT WALL and 230 560 Rim Board 1Y4" 1Y" or wider LVL PSL Depth 9Yz"-11%s" 14 -16" 9Yi'-11/e" 14"-16" gYz^_11%" 14"-16" 18"-20" 11z/s" 14"-16" 18 -20" 22"-24" Rectangular holes based on measurement oflongest side. �j••• OR WINDOW HEADER CONNECTION CONCRETE WALL • LeaveY"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. W ® 8d(0.113"x 2%"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 4^ 4" Filler Block(1) 2x6+Ye" 2x8+%" 2x6+Y^ 2x8+Yz" 2xl2+Yz" Two Two Two Four%"x 15" " Tables are based on uniform load tables in current design literature. r/1 1Y8"TJ Rim Board or Strap per code if top plate 3 Detail H2 2x6 2x8 sheathing 9 �J J 1)a"or 1 Y2"TimberStrand" is not continuous over 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"() 4"(3) 6" 4^ 3" 3" 5" 4" I ) +3 9 sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing " For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located CD LSL or blocking for lateral header 16d(0.162"x 3Y") 6" 6" 16"(41 6"(5) 6"(s) 6"ls) 8"(4) 6" Cae:i:--ver Filler 2x6 2x10 2x6 /e 2x10 / 2x6 Yz 2x10 Yz Not at the center of the joist span provided that no other holes occur in the joist. sheathing sheathing sheathing sheathing Not applicable W Support 1 Stagger nails when using 4"on-centers spacing and maintain YB"joist and panel edge distance.One row of fasteners is permitted two at abutting It:etail E4) 4'-0"long 6'-0"long applicable ( ) 99 9 P 9 o P 9 P ( 9 4'-0"long 6-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI foists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) Strap per Code if top blocking is less than spacing shown above,rectangular blocking must i used h lieu of TJI®joists. ((letail F1 %"or 34" 3/a"or318" %"or 1"Net 2x6 2x8 2x12 Two 3/a"x 15" 1"55E TimberStrand® LSL Headers and Beams _ plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least%"and staggered. or H2) sheathing Q over column (3)With 1 Old(0.148"x 1'/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount Filler (0.131"x 3 z") largest hole minimum LL (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Nail Size (0.131"x 3") r9 (minimum) hanger ' (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Backer (0.131"x 3") t , Protect untreated Y depth Allowed hole zone LL W Column Face mount (6)Can be reduced to 3Y2"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Filler 32 50 r wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail hanger 9 9 P 9 9 q 9 9 P Quartity(z) 15 L.L W Contact with recommendations listed above. Backer 15 15 - ----- -- ----- See current Weyerhaeuser concrete ■Maximum nail spacing for TJI®joists is 18"on-center. r• O O L 1 L2 L3 y L4 " . . (1)If necessary,increase filler and backer block height for face mount hangers and maintain ye"gap at top of joist:see detail W.Filler and backer block " I- ------ __ 0 ------- - O O O O literature for framing connectors O ■14 ga.staples may be substituted for 8d(0.113"x 2Y)nails if minimum penetration of 1"into the TJI joist or rim board is achieved. dimensions should accomodate required nailing without splitting(12•minimum for backer blocks and 24"minimum for filler blocks). 0 0 0 0 0 1.55 E TimberStrand"LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y x nail diameter or%%whichever is greater. (2)Clhch nails when possible. ■Nailingrows must be offset at least and staggered. Header or Beam Maximum Round _j ` 99 Depth Hole Size r ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor M and Roof Framing,TJ-9001. 9y4"-9Yz" 3" LL W Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8" 6" llY4"-ll W 3%" ,J �^ Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4%' V J Piece #of Fastener TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Q J a rim board or rim joist. Width Plies Type') Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or . Allowed hole zone suitable for headers and beams with U i sides,stagger fasteners on the Second uniform and/or concentrated loads anywhere along the member. < BEARING AT 10d nails 3" 3"2) they mid-span blocking • Round holes only ' ' t) 12" side n they fall halfway between • No holes in headers or beams in plank orientation. W COLUMN 2 12d-16d nails 3Ya" 2 One side fasteners on the first side. J Screws 3%"or 3Yz" 2 24" H2 10d nails 3" 3)2) Al Other Trus Joist® Headers and Beams z, 12" Both sides DO NOT bevel cut joist Rim board joint Microllam" LVL B 3 12d-16d nails 3Ya" 2 j E2 between joists DO NOT overhangseat cuts 3 " 3 beyond inside face of wall 1.3E TimberStrand and Parallam PSL 1/a 3/"or 3Yz" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth Screws 2 24" Load must be applied evenly across 3. 5" One side entire beam width.Otherwise,use face ofsupport member, largest hole(minimum) Verify column capacity () cz) connections for side-loaded beams. of NOT cut notch or drill 10d nails 3" 3 One Side holes in headers or beams and beam bearing 12" (per I L5 12d-16d nails)') 3Ya" 21z) (p ply) d --- ---, except as indicated in length.See current 4 J o o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" Both sides 0 -- o 0 3 2 24" Multiple pieces can be nailed or bolted together to ® CS 6/" One side L6 form a header or beam of the required size,up to a TJI rim joist Microllam° LVL and Other Trus Joist"Beams 5"Or 6" Both sides maximum width of 7" 1Y8"TJ"Rim Board or Parallam°PSL Header or Beam Maximum Round Screws 2 24" L3 ® allowed hole zone Dept 3Y" 2 6 Ya" One side 1Ya"or 1 Y"TimberStrand LSL. p Hole Size O )z"bolts 8" 2 24" - middleY3span 4Y8" 1" 5Yz" 1 Ya" d 1.3E TimberStrand® LSL allowed hole zone d (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK" B1 L1 7y"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 " Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI@ Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in cantilevers. • No holes in headers or beams in plank orientation. I ® (Load bearing wall above) 1Y"TJ Rim Board or or 1 Y2'TimberStrand"LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at 7floor panel edge is supported intermediate bearin S WARNING L I One 8d 0.113"x 2�") nail into each flange � 9 U N • �� ( and span rating is not exceeded. With load bearingor ,,,nail each side.Drive Do not cut joist flanges. Joists are unstable until braced laterally Q Lo Bracing Includes: nails at an angle at braced/shear wall � 07 P1 least 1Y"from end. Plumbing Drop from above g End of joists Blocking • Sheathing • Strut Lines • Hangers • Rim Board • Rim Joist �•' 3Y"minimum of support centerlineat L2 - U 0 COLUMN BASE 3 " intermediate bearing Also see detail B2 W 1/ minimum end bearing 9 single-family applications 5Y"may be required T i - for maximum H1 7 Shear transfer:Connections equivalent capacity ° D� Z to floor panel nailing schedule / � dd Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1Ys"TJ"Rim Board, TJI"560 rim joist:Toe ° Additional ois until braced, that are lying flat. materials on unsheathed 1Y4"or 1 Y"TimberStrand"LSL. J j t is required if ° / y g nail with 10d(0.128"x 3") = o \ • • , INJURY MAY RESULT, joists. Stack only over Revisions or TJI"110 rim joist: floor panel edge is unsupported L4 nails,one each side of � WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")roil into ®. . ® or if span rating is exceeded. O - -'a Exterior Deck No. Date Description O each flange TJI joist flange TJ 1"560 ° ° LA DO NOT use sawn Lack of proper bracing during construction can result in serious p ® floor joist .,: Attachment lumber for rim 1 TJI 210,230,and 360 rim joist: Structural accidents.Observe the following guidelines: 09/04/2024 FOR PERMIT INSTALLATION TIPS o board or blocking, ELEVATED One 16d(0.135"x 3y2")nail into sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. 2 09/20/2024 FOR PERMIT ° as It may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be each flange. •Subfloor adhesive will improve floor performance,but o 9 9 y 3 --/-/- COLUMN BASE With depths>16" use TJI"360 rim joist. after Installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. ---- 1%"minimum bearing p 1 may not be required. ° Use only 3.Safe bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Top mew Y Safety 9 (minimum) ( ) 1 4 -/-/-- ---- Locate rim toard joint between joists- ° Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' one layer of unnailed sheathing. 5 -/-/- -- BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI"110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. „ of a TJI"joist with web stiffeners is not a substitute concrete 1 knockouts ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. :. J ( ) �" extended to a braced end wall. 1Y"TJ"Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. -� " 1Y or 1 Y2"TimberStrand LSL. 12"on-center two 8d(0.113"x 2Y")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this Designed By: AN j=`:`:: •When joists are doubled at non-load bearing parallel product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California 1 9 P (see WARNING). P Y partitions,space joists apart the width of the wall for to cause cancer. For more information on Proposition 65,visit .comfinform. Drawn B AN Optional plumbing or HVAC. � � Bearing plate to be Y P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or SUSTAINABLE Checked By: AA grout One 10d(0.128"x 3")nail each We Weyerhaeuser Installation Guide for Floor •Additional joist at lumbin dro see detail . of wall or beam FORESTRY angle to minimize y J plumbing p( ) INITIATIVE A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of7777 side of member at bearing, splitting of plate and Roof Framing, TJ-9000-For minimum Weyerhaeuser Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. Certified Sourcing'ay Y,e p£ " 1Y"minimum from end end and intermediate bearing lengths. A wgaha=er � ° 7I.Me September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. Date : 121NOTE 3 Scale: AS NOTED S-302 Sheet# *" DlLandro i Andrews 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal ��OE NFW y TOP OF STEEL BEAM x,P NENR COLUMN z STEEL COL., SEE PLAN * -:13 WIDTH = a N m N +6 w + (2)-3/4"0 F1554 GRADE 36 0'_8" c? o U 1/4 I I ANCHOR BOLTS W. 12" N? b Fp 0-7201 t� EMBEDMENT AND 3"HOOK A;90 Sj(jxA CENTER ��0 4"THICK BASE PLATE ON CONNECT FLANGES LINE 4"THICK LEVELING PLATE 0'-3" TO PLATES W/(4)-3/4"0 1 1„ TO MATCH BASE PLATE z e"x12"xBEAM GAUGE A325 SLIP CRITICAL BOTTOM OF STEEL BEAM 12 0-12 DIMENSION ON g � STEEL PLATE 0'-12" BOLTS TYP. FULL PEN BOLT LAYOUT DETAIL A-A EXTERIOR FACE OF 1 4"NON SHRINK GROUT w n- FOUNDATION WALL o0 o FOUNDATION WALL,SEE 3"SDS SCREW STAGGERED AT 6"O.C. CENTER PLAN AND DETAILS FOR (2)-ROWS 2"0 THRU BOLTS AT 16" THROUGH PLYWOOD,2x NAILER,AND I_IIE v REINFORCEMENT O O O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL 5/16 n.p I I Q WHEN THICKNESS IS GREATER THAN 0.24" PLAN ELEVATION 0 I 0 2X NAILER(S) x 0 O COLUMN W TYPE 1 BASEPLATE BEAM #OF 4"A325 S.C. MOMENT WIDTH o SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) +6" STEEL COL., SEE PLAN W8 4 16 -3/4"0 SINGLE I I -3/4"0 SINGLE(3) _j 4 20 PLATE PLATE o 0 (4)-3/4"O F1554 GRADE 36 W10 ANCHOR BOLTS W. 9" 6 31 CONNECTION W/8" CONNECTION W/8 1/4 I THICK PLATE I THICK PLATE )n� EMBEDMENT AND 3"HOOK 4 25O W12 6 37 8"xFLANGE � CENTER 4"THICK BASE PLATE ON LINE 4"THICK LEVELING PLATE 8 50 WIDTHx6 2"PLATE •• FULL PEN O O TO MATCH BASE PLATE w = 4 28 I ( I TJI/LVL FLOOR JOIST DIMENSION ON W14 6 43 0' 12" 0'-12" 1 4"NON SHRINK GROUT w w I I I Q SIMPSON FACE MOUNTED HANGERS m p FOOTING, SEE PLAN AND 8 57 (IUS @ WOOD FLOOR FINISHES, o � DETAILS FOR �- M1U @ STONE/TILE FLOOR FINISHES CENTER REINFORCEMENT LINEAvil— STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAN ELEVATION BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES a TYPE 2 BASEPLATE 0 z STEEL COL.,SEE PLAN 3 TYPICAL STEEL BEAM PAD OUT AND NAILER -,NV COLUMN WIDTH+1/2" oTYPICALS-400 SCALE: 1-1/2"= 1'-0" =O (2)-3/40F1554GRADE36 2 BEAM TO COLUMN MOMENT CONNECTION U 1/4 ( I ANCHOR BOLTS W. 12" S-400 O EMBEDMENT AND 3"HOOK SCALE: 1-1/2"= V-0" CENTER F40" 4"THICK BASE PLATE ON LINE I 4"THICK LEVELING PLATE — STEEL COLUMN, SEE PLAN TO MATCH BASE PLATE z `r 0'-111, DIMENSION ON 2 + 2 1 4"NON SHRINK GROUT w w m 0 FOUNDATION WALL, SEE 1/4 COLUMN WIDTH +3 1/4" PLAN AND DETAILS FOR 0 CEN ER REINFORCEMENT (2)-1/4"ANGLES 0 z LINE (2)-R 9x3/8x0'-3", (1)-EA. SIDE, WITH (2)-HOLES FOR 8" THRU-BOLTS J PLAN ELEVATION (3)-3/4"0 A325 BOLTS I I 0 (2)4"0 A 325 BOLTS AT W8'S o 0 TYPE 3 BASEPLATE O � TYPICAL STEEL BASE PLATE DETAILS (3)-3/4"0A325BOLTS SINGLE PLATE 1 1 I I CONNECTION W/8" R 9 AM O THICK PLATE WIDTH S-400 SCALE:3/4"= 1'-0" It (2)BOLTS W/W8 ih I I LVL BEAM (2)-1/2"0 A307 THRU-BOLTS; 1141 NICK THREADS TO PREVENT I J BACK-OFF R 3x3/8xBEAM SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED BOLTED DOUBLE ANGLE WIDTH +2" QCONNECTION AS PER AISC (— WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR w JOIST/RAFTER APPROVED EQUAL. Q MINIMUM (2)PER BLOCKING MEMBER J W 4 TYPICAL STEEL BEAM CONNECTIONS W W L3x3x1/4 TUBE POST S_400 5 TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN F_ (n SCALE: 1-1/2 - 1 0 = WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF S-400 SCALE: 1-1/2" V-0" RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR SIZE&SPACING SIZE&SPACING STEEL BEAM, SEE PLAN FOR SIZE AND LOCATION A A PROVIDE (2)-3/8"STIFFENERS (ONE EACH SIDE)AT ALL PIPE POST TYP.AT TOP GIRDER BEARING POCKETS AND BOTTOM 3/16 BLOCKING;AS REQUIRED AFTER BEAM IS INSTALLED FILL POCKET SOLID WITH CONCRETE PLAN AT PIPE PLAN AT TUBE NOTE:AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4"X BEAM WIDTH +6" W/(2)-5/8"0 A36 THRD. RODS X 8"LONG W/STD. HOOK 2"MAX SHRINK GROUT Z_ L3x3x1/4 SOLID FULL DEPTH BLOCKING;AS REQUIRED FOUNDATION WALL Q Lo LO PIPE/TUBE POST I W LO C) — _ 0/�/ � Q7 -IN W t 1"TYP. a WOOD FLOOR JOIST/ROOF RAFTER 1/4 (2)-1/2"0 A307 THRU-BOLTS, NICK ,N THREADS TO PREVENT BACK-OFF Revisions No. Date Description 6"TYP. (OF 12"WALL)—� 1 09/04/2024 FOR PERMIT 4"TYP. (OF 8"AND 10"WALLS) 2 09/20/2024 FOR PERMIT TYP. NOTE: 3 '-/�/-- --- 3/16 @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND 4 FILL WITH GROUT UPON INSTALLATION OF BEAM 5 , A - A .J14k .a BEAM ET DETAIL Designed By: AN 6 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS 5-400 SCALE 33/4"= 1'-0" Drawn By: AN Checked AA S-400 SCALE: 1-1/2"= V-0" `]•Pam'• , F :oTK -ante Y`5• Date : 12/08/2023 Scale: AS NOTED S-400 Sheet# r� DiLandr® s Andrews 1 --1 r— Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal PROVIDE DECK CONTINUOUS OVER END BEAM CJP TYP 2A 2A ADD#4 CONT T&B FLANGE �;�OF NEW (2'-0"MIN) (2'-0" MIN) O REBAR OR WWF REINF ADD#4 CONT ADD#4 CONT U I ADD#4@12" U I ADD#4@12" BEND REBAR 180° U m =� BEND REBAR 180° zt AROUND#4 BAR _ of w y AROUND#4 BAR BEND REBAR 180° M �� Z AROUND#4 BAR X X X X FOR SHEAR PL, WELDS, S O �4 16GA EDGE FORM - — _ — — —— — _ _ _ _ __ _ _ _ ___ _ _ _ I 10GA BENT CLOSURE o — — — — — — I I AND FASTENERS, SEE BENT PL 1/4 I "TYPICAL NON-FRAME 20GA END CLOSURE—� (21"MAX) (21" MAX) I ( BEAM CONNECTION PLATE ON TOP OF FLANGE 1/8 2_12 SCHED AND DETAILS" 1/8 2-12 SEE PLAN FOR DECK ORIENTATION 3/16 2-12 /2"MAX W GIRDER PER PLAN "MIN "MIN CJP 3/16 2-12 TYP W BEAM PER PLAN W BEAM TO MATCH OPPOSITE W BEAM PL MATCHING BM WEB THK UNO (3/8 MIN)&GRADE 5/16 PL MATCHING FLANGE DECK PERPENDICULAR TO SLAB EDGE (A>8 1/2") DECK PARALLEL TO SLAB EDGE (A>8 1/2") TYPICAL CONDITION (3"<A 5 8 1/2") THICKNESS+1/4, 5/16 WIDTH AND GRADE TYPICAL CONCRETE FILLED METAL DECK INTERIOR SLAB EDGE DETAILS S-401 SCALE:3/4"= V-0" AT W BEAM DEEPER THAN W GIRDER CJP TYP FOR SHEAR PL,WELDS,AND FASTENERS, BENT BEAM UP T&B FLANGE SEE"TYPICAL NON-FRAME BEAM CONN OR DOWN Wx BEAM TO MATCH SCHEDULE AND DETAILS" _\ FULL HT STIFF OR OPPOSITE Wx BEAM UNO CJP AS NOTED ON PLAN SHEAR PL,WELDS AND FASTENERS PER"TYPICAL MILL BOTTOM OF COLUMN THUS NON-FRAME BEAM CONN SCHEDULE AND DETAILS" \ COLUMN, SEE7 BS EXCEPT PL THICKNESS=THICKNESS PER SCHED PLANS FOR SIZE + 1/8"(MIN 5/8") BEARING PLATE W/3/4"0 SUPPORTING GIRDER 1/2" \ A325 BOLTS (2 EACH SIDE). LENGTH &WIDTH AS REQ'D MINIMUM PLATE THICKNESS z TO MATCH FLANGE THICKNESS `0 BELOW \ I Wx GIRDER PER PLAN Wx BEAM PER PLAN 5/16 I SUPPORTED BEAM PL 5/8x4"WIDE 2„ „ U) SHEAR PL,WELDS,AND FASTENERS J HSS MEMBER PER"TYPICAL NON-FRAME BEAM W GIRDER AND W BEAM WITH EQUAL DEPTH Q STIFFENER PLATE EACH CONN SCHEDULE AND DETAILS", SIDE TO MATCH FLANGE PL THICKNESS=THICKNESS THICKNESS OF COLUMN 1/2" PER SCHED+ 1/8" W ABOVE.WELDS TO BEAM Q CJP(T&B) WEB SHALL HAVE CAPACITY �nn FLANGES TO CARRY ENTIRE COLUMN SUPPORTING GIRDER r V TYP BENT BEAM UP LOAD. I 4- CJP z OR DOWN I .�. I TYP FOR SHEAR PL,WELDS AND FASTENERS CJP AT FOR CONDITION WITH OFFSET>6", I W BEAM TO MATCH SEE"TYPICAL NON-FRAME BEAM CONN WEB SEE WHEN TOP OF BEAM I L �' SUPPORTED Q * 3 COLUMN SUPPORTED BEAM _ � BEAM OPPOSITE W BEAM UNO SCHEDULE AND DETAILS" 3 SIDESN i� TYP / , \ S-401 SCALE:3/4"= V-0" / IS OFFSET RELATIVE TO TOP OF I 11 1� (TOTAL NUMBER OF FASTENERS T 1/2 WEB \\ 3 3 THANIN 2 OTH T REQUIRED FORWS SHALL BE 1 *THICKNESS GIRDER AND SEE DETAIL / WHEN IT IE, FLUSHED ONE ROW. 2 MIN IN 2ND ROW) W W 1 �— 4 TYPICAL OFFSET BEAM CONNECTION CipTMP W BEAM PER PLAN END OF BEAM WHERE BEAM STIFF PL TO MATCH TERMINATES OVER COLUMN S-401 SCALE: 3/4"= 1'-0" WEB THICKNESS: W GIRDER PER PLAN EA SIDE AT W BEAM, ONE SIDE AT C OR MC MEMBER � 1/4 AT STIFF EXTEND SHEAR PL FOR 1/4 <PL 1/4,TYPINTERSECTING BEAM TO IW GIRDER AND W BEAM WITH DIFFERENT DEPTHS W BEAM, C OR MC MEMBER TOP FLANGE EA SIDE, WHERE NO INTERSECTING BEAM OCCURS, PROVIDE STIFF PL 1/4 x(d-2)MIN EA SIDE BROKEN BACK INDICATED THUS ON PLAN -- A I I AA NOTES: 1. BEAM TO BEAM MOMENT CONNECTION, INDICATED THUS ON PLAN TYP --� 5/16 2. FOR CONNECTION WHERE FLANGE THICKNESS OF GIRDER IS LESS THAN Z TYPICAL BEAM BROKEN BACK CONNECTION ! , N 2 v S-401 SCALE: 3/4"= 1'-0" HSS COLUMN FLANGE THICKNESS OF BEAM, SEE DETAIL cQ LO G � r ILO Q >: 5 TOP BEARING PLATE CONNECTION 6 TYPICAL BEAM TO BEAM MOMENT CONNECTIONS 0 � z S-401 SCALE: 3/4"= 1'-0" S-401 SCALE: 3/4"= V-0" Revisions No. Date Description 1 09/04/2024 FOR PERMIT 2 09/20/2024 FOR PERMIT 4 —/—/— -- Designed By: AN Drawn By: AN Checked By: AA Date : 12/08/2023 Scale: AS NOTED S-401 Sheet#