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Home My WebLink About51564-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51564 Date: 01/16/2025 Permission is hereby granted to: Laurel Links Cntry Club PO BOX 307 Laurel, NY 11948 To: Construct additions and alterations to the existing Club House as applied forto include second story addition, HVAC system and sprinkler system updates. Premises Located at: 4715 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 125.-4-24.23 Pursuant to application dated 11/12/2024 and approved by the Building Inspector. To expire on 01/16/2027. Contractors: Required Inspections: Fees: Commercial-Addition&Alteration $4,947.50 CO Commercial-Addition/Alteration $100.00 Total $5 P47 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 htips://www.,soutbgldtowiiny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 01 PERMIT N0. 1 15 ( Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:November 5th 2024 OWNER(S)OF PROPERTY: Name:Laurel Links ountr Club SCTM#1000- Project Address:6400 Win Road, Laurel, NY 11948 Phone#: 516-941-7994 (Philip Di Pippo, President) Email:Philipdipippo@gmail.com Mailing Address: 6400 Main Road, Laurel, NY 11948 CONTACT PERSON: Name:Peter DePasquale (Architect) Mailing Address:370 Lexington Avenue, Suite 407, NY, NY 10017 Phone#:516-383-5341 Email: pete@gdp.work DESIGN PROFESSIONAL INFORMATION: Name:Peter DePasquale (architect) Mailing Address:370 Lexington Avenue, Suite 407, NY, NY 10017 Phone#:516-383-5341 Email: Pete@gdp.work CONTRACTOR INFORMATION: Name: North Fork Woodworks, attn: Scott Edgett Mailing Address:810 Traveler St, Southold, NY Phone#:631-298-7900 Email:scott@nfwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition *Alteration RRepair ❑Demolition Estimated Cost of Project: ❑Other $. Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes igNo 1 PROPERTY INFORMATION Existing use of property:Golf Course & Country Club Intended use of property:Golf Course & Country Club Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? Dyes 9No IF YES, PROVIDE A COPY. WI Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In buildingis)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(pr' name):Peter DePasquale BAuthorized Agent ❑Owner Signature of Applicant: Date: \ • �� STATE OF NEW YORK) SS: COUNTY OF NQw 4 of K ) Peter DePasquale being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of UOvQv,,b.R-k , 20 1q Notary Public PAMELA MIRANDA l II)@(,. OWNER f . LI P1101UZA I ll ' l" (Votary Public-State of New York ..�..� ......�. No.01 M10028701 (Where the applicant is not the owner) No. in Bronx County is,not aaio�IxpNrera Sept.11,201 Philip Di PippO residing 2240 Ruth Rasa, i�""iatt)tuc'k, NY " I, r g at %UA WO �- Peter DePasquale (Architect) do hereby authorize to apply on my behalf the Town of Southold Building Department for approval as described herein. 0 wner' SignatureWr ate Philip Di Pippo Print Owner's Name 2 40 DATE(MM/DD/YYYY) , ►� "' CERTIFICATE OF LIABILITY INSURANCE 11/06/2024 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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Commercial Support Edgewood Partners Insurance Center PHONE FAX 40 Marcus Drive 631 390-9700 AIC No: 631 390-9790 3rd Floor ARILS A ISHCer;sECME@te2icbrokers.com Melville NY 11747 INSURER S AFFORDING COVERAGE NAIC# INSURERA:SOUTHWEST MARINE AND GENERAL I 12294 ................... INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO Box 1407 INSURER D: Southold NY 11971 INSURERE: INSURER F: COVERAGES VY CERTIFICATE NUM'BER'.Cert ID 33893 (28) 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, INTSRR 6L PO 1 Y F POLICY EXP TYPE OF INSURANCE POLICY NUMBER MM/02 DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE_ $ 1,000,000 CLAIMS-MADE I X OCCUR Y GL2024LHB00012 01/01/2024 01/01/2025 PREMISES fEa tinge- $ 100,000 MED EXP(Any oneperson) $ 5 000 PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY jE 0 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER. $ AUTOMOBILE LIABILITY C MBI IiVdEDtS SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS _.. HIRED NON-OWNED PROPERIYDAMAGE $ AUTOS ONLY AUTOS ONLY Ptar accident $ A UMBRELLA LIAB R OCCUR EX2024LBB00004 01/01/2024 01/01/2025 EACH OCCURRENCE $ 2,000,000 g EXCESS LIAB CLAIMS MADE AGGREGATE $ 2 000,000 DEDT RETENTION$ $ AND EMPLOYE RMP SELIABILIITY STATUTE I I ER� ANYPROPRIETOR/PARTNER/EXECUTIVE YIN NIA E.L.EACH ACCIDENT_ $ OFFICER/MEMBEREXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ $ $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Laurel Links Country Club is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Laurel Links Country Club ACCORDANCE WITH THE POLICY PROVISIONS. 6400 Main Road AUTHORIZED REPRESENTATIVE Mattituck NY 11952 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD D... l of 1 4`41c�\N NYSIF, New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE INN. . AAAAAA 272628352 AMWINS INSURANCE BROKERAGE LLC 200 ELWOOD DAVIS ROAD Rol .N. ." SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC LAUREL LINKS COUNTRY CLUB P O BOX 1407 6400 MAIN ROAD SOUTHOLD NY 11971 MATTITUCK NY 11952 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 352953 05/01/2024 TO 05/01/2025 11/612024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 190129673 I I_7R z Workers' CERTIFICATE OF INSURANCE COVERAGE STATIi Compensation Board under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW ART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name S Address of Insured(usestreetaddressonly) Ib.Business Telephone Number of Insured NORTH FORK WOOD WORKS INC 810 TRAVELER STREET 631-298-7900 c.Federal Employer Identification Number of Insured or Social Security SOUTHOLD NY 11971 Number Work Location of Insured 272628352 (only required if ceverage is specifically limited to certain locedons In New York State,i.a.,Wrap.Up Policy) 2.Name and Address of Entity ReWesting PST of 3a Name of Insurance Cartier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY LAUREL LINKS COUNTRY CLUB 6400 MAIN ROAD 3b Policy Number of Entity Listed in Box"I a" MATTITUCK,NY 11952 LNY-628416 c Policy effective period 04/01/2024 to 03/31/2025 4.Policy provides the following benefits: M A.Both disability and paid family leave benefits. ❑B.Disability benefits only. ❑C.Paid family leave benefits only. 5.Policy covers: ®A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑B.Only the following class or classes of employers employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. Date Signed 11/06/2024 E rP.&,0- (Signature of insurance carriers authorized representative or NYS Ucensed insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello-Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Si ned B (Signature of Authorized NYS Workers'Compensation Board Empbyee) Telephone Number Name and Title Please Note:Only insurance cam'ers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(9-4-n 11111NEPD]B-120.1 C�9-17 IH Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 1313-120.1(9-17)Reverse 14 - ss�s� 1 ;2 5 - Lf Revisions No. Issue Date 01 Building Permit 11/05/2024 Notes 6400 Main Rd , Mattituck, NY 11952 Building Permit.,, . 11 /05/2024 Seal&Signature: �(ERED ARC De S. Pq � Sp � cS j9j� 034556 yOQ� �F NE`N Garnett.DePasquale Laurel Links Cover 370 Lexington Ave,Suite N°407 11/05/2024 New York,NY 10017 AOOO General Notes DRAWING SHEET INDEX Revisions 1.THE A.I.A GENERAL CONDITIONS(A.I.A.DOC.A201)ARE HEREBY MADE AN ADMINISTRATIVE PART OF 31.CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS FROM THESE CONSTRUCTION SUBMITTAL NOTES: Dwg No. Sheet Title Building Permit No. Issue Date 00 GENERAL THESE DRAWINGS,AS IF HEREIN WRITTEN IN FULL. DRAWINGS WITHOUT SPECIFIC APPROVAL FROM THE ARCHITECT PRIOR TO START OF WORK.ANY 01 Building Permit 11/05/2024 CHANGES MADE BY THE CONTRACTOR(STRUCTURAL MEMBERS,WINDOW CHANGES,ETC)RESULTING 1.THE CONTRACTOR SHALL SUBMITTO THE ARCHITECT FOR REVIEW AND APPROVAL,SHOP DRAWINGS, AOQO Cover 2.CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,STATE,AND LOCAL CODES,ORDINANCES,RULES IN CODE VIOLATIONS OR CAUSING THE FAILURE OFANY BUILDING DEPARTMENT INSPECTION WILL PRODUCT DATA,AND MATERIAL AND PRODUCT SAMPLES AS SPECIFIED IN THE LISTS BELOW OR AS A010 Drawing Index,General Notes AND REGULATIONS INCLUDING THE CODES LISTED BELOW: RESULT IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEETTHE INDICATED ELSEWEHERE IN THE CONTRACT DOCUMENTS. 2020 BUILDING CODE OF NEW YORK STATE REQUIRED SPECIFICATIONS AT CONTRACTOR'S COST.ARCHITECTS WILL NOT BE RESPONSIBLE FOR A050 Site Plan 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE CONTRACTOR DEVIATIONS FROM THE APPROVED PLANS. A.SHOP DRAWINGS IN ELECTRONIC PDF FORMAT OF THE FOLLOWING PORTIONS OFTHE WORK, 2020 PLUMBING CODE OF NEW YORKSTATE INCLUDING ANYASSOCIATED WARRANTIES,ACCESSORIES AND PRODUCT DATA: 01 DEMOLITION 2020 MECHANICAL CODE OF NEW YORK STATE 32.CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. a.WINDOWS 2020 FUEL.GAS CODE OF NEW YORK STATE b.DOORS D100 Basement Level -Demolition Drawing 33.THE CONTRACTOR SHALL SUBMIT FOR THE OWNER AND ARCHITECTS INFORMATION,A c.CABINETS AND ARCHITECTURAL WOOD WORK D101 Ground Floor-Demolition Drawing 3.THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THESE DRAWING AND ANY CONSTRUCTION SCHEDULE WHICH INCLUDES,A START DATE,TIME REQUIRED TO COMPLETE PORTIONS d.STONE D102 Second Floor-Demolition Drawing ASSOCIATED CONTRACT DOCUMENTS. OF THE WORK AND INTERIM MILESTONE DATES,INSPECTION DATES,AND A COMPLETION DATE. THE e.ARCHITECTURAL METALS AND GLASS CONTRACTOR SHALL ALSO MAINTAIN A CURRENT WORK SCHEDULE AT THE JOB SITE. f.CONCRETE AND REBAR D200 Exterior Elevations-Existing 0 Notes 4.THE CONTRACTOR SHALL DIRECT,SUPERVISE,COORDINATE AND HAVE SOLE RESPONSIBILITY FOR g.POOL AND SPA D201 Exterior Elevations-Existing THE CONSTRUCTION MEANS AND METHODS REQUIRED FOR THE PERFORMANCE OF THE WORK. 34.THE CONTRACTOR SHALL PERFORM THE WORK IN GENERAL CONFORMANCE WITH THE MOST h.PHOTOVOLTAICS RECENT SCHEDULE SUBMITTED TO THE OWNER AND ARCHITECT. I.LIGHTING CONTROL SYSTEM 5.ALL CONTRACTORS AND SUBCONTRACTORS SHALL CARRY GENERAL LIABILITY AND WORKER'S j.HVAC 02 ARCHITECTURAL COMPENSATION INSURANCE AS REQUIRED BY NEW YORK STATE 35.THE CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE 0)YEAR FROM THE DATE OF FINAL k.GEOTHERMAL A101 Basement Level-Proposed COMPLETION,AND ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE I.WATERPROOFING 6.THE CONTRACTOR SHALL INVESTIGATE THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONTRACTS. m.PLUMBING A102 Ground Floor Level-Proposed CONDITIONS PRIOR TO THE START OF ANY CONSTRUCTION.ALL EXISTING CONDITIONS AND n.OPERABLE ROOF HATCH A103 Second Floor-Proposed DIMENSIONS:>HALL BE VERIFIED BY THE CONTRACTOR.THE CONTRACTOR SHALL PROMPTLY NOTIFY 36.THE CONTRACTOR AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE o.ELECTRICAL INCLUDING A.V.,SECURITY,TEUDATA,AND BUILDING MANAGEMENT SYSTEM A111 Basement Level-RCP THE ARCHITECT OF ANY DISCREPANCIES DISCOVERED BETWEEN EXISTING CONDITIONS AND THE UNDERWRITERS CERTIFICATE FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS CONTRACT DOCUMENTS PRIOR TO COMMENCING WITH THE WORK. MAY BE REQUIRED BY THEIR RESPECTIVE TRADES. B.PRODUCT DATA INCLUDING WARRANTIES,CUT AND SPECIFICATIONS SHEETS AND SHCEDULES FOR THE A112 Ground Floor Level-RCP FOLLOWING PORTIONS OF WORK: A113 Second Floor-Proposed RCP 7.CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE 37.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL a.PLUMBING FIXTURES AND FITTINGS A200 Exterior Elevations-Proposed OCCUPANCY CERTIFICATE. SUB-CONTRACTORS AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. b.ELECTRICAL OUTLETS,SWITCHES,AND CONTROLS c.HVAC EQUIPMENT AND CONTROLS A201 Exterior Elevations-Proposed 8.THE WORK SHALL INCLUDE ALL MATERIAL AND LABOR NECESSARYTO COMPLETE CONSTRUCTION AS 38.THESE DRAWINGS ARE NOTTO BE SCALED.WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE. d.EXTERIOR WINDOW AND DOOR HARDWARE A501 Interior Elevations-Lounge Proposed SHOWN ON THE DRAWINGS,ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR e.ELECTRICAL EQUIPMENT PROPER PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES,METHODS,SAFETY AND 39.LARGER SCALE DETAILS SHALL HAVE PRECENDENCE OVER SMALLER SCALE DRAWINGS.IT IS THE f.ANCHORING DEVICES A502 Interior Elevations-Main Dining Room Proposed • SECURITY ON THE JOB SITE.THE ARCHITECT AND HIS AGENTS ARE NOT RESPONSIBLE OR LIABLE FOR INTENTION OFTHE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS g.MORTAR AND GROUT A503 Interior Elevations-Grill Room Proposed THE ABOVE AND SHALL BE HELD HARMLESS AND INDEMNIFIED BYALLTHE CONTRACTORS FROM ANY WILL BE ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK,AS INDICATED. h.PEDESTALSYSTEMS CLAIMS,LOSSES,SUITS OR LEGALACTIONS ARISING FROM THE PERFORMANCE OF WORK ON THIS I.ROOFING SYSTEMS PROJECT. 40.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB SITE DURING THE PERFORMANCE OF THE WORK.THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT OF C.PRODUCT OR MATERIAL SAMPLES OF THE FOLLOWING ITEMS: 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING, ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS OR a.PLUMBING FIXTURES AND FITTINGS REFUSE AND THE LEGAL DISPOSAL AND REMOVALOF ALL DEBRIS FROM THE SITE,AS REQUIRED TO ASSOCIATED CONTRACT DOCUMENTS.PROVIDED DIMENSIONS ARE SUBJECT TO ACTUAL FIELD b.GLASS,EACH TYPE ALLOW FOR NEW CONSTRUCTION. CONDITIONS AND NO CREDITS OR EXTRAS WILL BE ALLOWED FOR DISCREPANCIES UP TO 2'-0"IN ANY c.STONE,EACH TYPE AND RANGE MEASUREMENT. d.WOOD,EACH TYPE AND RANGE 10.THE CONTRACTOR SHALL DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN e.SHADE MATERIAL,EACH TYPE APPROVED MANNER AS REQUIRED BY FEDERAL,STATE AND LOCAL AGENCIES. 41.DETAILS SHOWN ARE INTENDED TO DESCRIBE SCOPE AND PROFILE.WHERE DETAILS HAVE NOT f.ALL FINISH SURFACE PRODUCTS BEEN PROVIDED,THE WORK IS TO BE SIMILAR IN CHARACTER TO THOSE AREAS DETAILED.WHERE 11.CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK SPECIFIC DIMENSIONS,DETAILS,OR DESIGN INTENT CANNOT BE DETERMINED,CONSULT ARCHITECT 2.BY SUBMITTING THE SPECIFIED ITEMS THE CONTRACTOR REPRESENTS THAT THEY HAVE REVIEWED THE DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT PRIOR TO PROCEEDING WITH THE WORK. SHOP DRAWINGS,PRODUCT DATA AND SAMPLES,AND APPROVED THEM TO BE IN COMPLIANCE WITH THE ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. CONTRACT DOCUMENTS.ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS CONTAINED IN THE 42.THESE DRAWINGS ARE INTENDED TO BE FULLY COORDINATED,HOWEVER WHERE DISCREPANCIES SUBMITTAL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTAT THE TIME OF THE SUBMITTAL. 12.CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DEWATERING, EXIST BETWEEN DRAWINGS AND VARIOUS DISCIPLINES NOTIFY THE ARCHITECT OFTHESE ETC,AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES DISCREPANCIES PRIOR TO CONSTRUCTION.CONSULT ARCHITECT BEFORE PROCEEDING WITH WORK IN 3.THE CONTRACTOR SHALL NOT PERFORM THE PORTIONS OFTHE WORK RELATED TO THE SPECIFIED THAT ARE TO REMAIN,PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT ANY AREA REQUIRING CLARIFICATION.IN CASE OF CONFLICT IN DOCUMENTS,SPECIFICATIONS OR SUBMITTALS UNTILTHE RESPECTIVE SUBMITTAL HAS BEEN APPROVED BY THE ARCHITECT. CONDITIONS. GENERAL REQUIREMENTS,THE MOST STRINGENT IS TO BE REQUIRED. 4.THE ARCHITECT SHALL PROVIDE THE CONTRACTOR WITH WRITTEN APPROVAL OR REVISION NOTES 13.NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES,AND/OR LOCAL 43.THE DRAWINGS ARE INTENDED TO SHOW SCOPE OF PENETRATIONS,SLAB AND WALL INDICATING SPECIFIC NON-CONFORMANCE ITEMS OFTHE SUBMITTAL WITHIN 10 BUSINESS DAYS OF THE AUTHORITIES OWNING CONDUIT,WIRES,PIPES,OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OPENINGS REQUIRED TO ACCOMMODATE MECHANICAL, ELECTRICAL,AND PLUMBING TRADES. RECEIPT OFTHESUBMITTAL FROM THE CONTRACTOR. OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THE TOWN OR HOWEVER,THE CONTRACTOR SHALL COORDINATE ALL PENETRATIONS,SLAB AND WALL OPENINGS LOCAL AGENCIES HAVING JURISDICTION.CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH REQUIRED BY THESE TRADES BEFORE PROCEEDING WITH THE WORK. 5.THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND ARCHITECT OF ANY REQUIRED CHANGES THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. TO THE WORK ARISING FROM THE APPROVALS OF THE SUBMITTALS. 44.EACH LEGEND REFERENCES THE PARTICULAR SHEET IT IS ON AND MAY NOT CORRESPOND TO 14.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY OTHER SHEETS.SEE MASTER NOTE LIST IF LEGEND REFERENCE IS NOT FOUND ON SHEET. EXISTING DRYWELLS,CESSPOOLS,SEPTIC TANKS,AND UTILITIES,UNDERGROUND PIPING OR DEMOLITION NOTES STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM 45.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OFTHE ANY DAMAGE,THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITIONS IS THE GENERAL CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION, EXCAVATION,CARTING, RESPONSIBILITY OF THE CONTRACTOR. PERFORMANCE. REFUSE AND THE LEGAL DISPOSAL AND REMOVALOF ALL DEBRIS FROM THE SITE,AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION. 15.THE INSTALLATION OF ALL MATERIAL AND PRODUCT SHALL MEET ALL LOCAL FIRE DEPARTMENTS 46.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY REQUIREMENTS AND REGULATIONS,PROOF OF WHICH SHALL BE FURNISHED TO THE FIRE MARSHALL OWNER,GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS 2.UPON COMMENCEMENT OFTHE WORK,THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR PRIOR TO THE:INSTALLATION OF SUCH MATERIALS AND PRODUCTS. PROPERLY AUTHORIZED, IN WRITING,BY THE ARCHITECT. THE STABILITY AND STRUCTURAL INTEGRITY OF THE THE EXISTING STRUCTURES WITHIN AND ADJACENT TO THE WORK. 16.CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE 47.PERMIT FEES FOR ANY AND ALL GOVERNING AGENCIES ARE THE OWNER'S RESPONSIBILITY. THE MATERIALS OR RUBBISH CAUSED BY OPERATIONS.AT COMPLETION,THE ENTIRE PREMISES,INSIDE AND ARCHITECT TAKES NO RESPONSIBILITY FOR DELAYS OF GOVERNMENT AGENCIES. 3.THE CONTRACTOR SHALL PROVIDE PROTECTION NECESSARY DURING THE PERFORMANCE OF THE WORK OUT,SHALL BE CLEANED OF ALL DEBRIS AND EXCESS MATERIALS,TO THE SATISFACTION OF THE TO MAINTAIN THE QUALITY AND FINISH OF EXISTING BUILDINGS,SITE FEATURES AND VEGETATION OWNER,INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. 48.THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE INTENDED TO REMAIN. RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR 17.ANY DAMAGETO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE REMAIN MUST BE REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE CONTRACTOR AT NO SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. DESIGN CRITERIA EXTRA COST1"O THE OWNER THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE 1.WINDOWS 18.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING COURSING,DIMENSIONS, ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE GENERAL PROVIDE WINDOWS CAPABLE OF COMPLYING WITH THE REQUIREMENTS OF: HEIGHT,ALIGNMENT,ETC.MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS 1.LOCAL WIND AND/OR HURRICANE LOAD STANDARDS THAT MAY BE CONCEALED IN WALL OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL PERFORMING PORTIONS OF THE WORK. 2.LOCAL ENERGY CODE RESPECTS. 3.DESIGN PRESSURE INDICATED ON THE STRUCTURAL DRAWINGS WITH CONSIDERATION FOR THE 49.THE ARCHITECT SHALL RESPOND TO REQUESTS FOR INFORMATION FROM THE CONTRACTOR SITE REQUIREMENTS,ORIENTATION AND LOCATION OF FENESTRATION WITHIN THE EXTERIOR WALLS. 19. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. WITHIN 5 BUSINESS DAYS, IN WRITING AND MAY PROVIDE ACCOMPANYING SKETCHES FOR WINDOW STRUCTURAL PERFORMANCE AND ENERGY PERFORMACE DOCUMENTATION SHALL BE PROVIDED INSTALL AND REMOVE(AFTER COMPLETION)ALLTEMPORARY SUPPORTS,HEADERS AND DUST SCREENS CLARIFICATION AS APPROPRIATETO COMMUNICATE THE INTENT OF THE CONTRACT DOCUMENTS. BY THE MANUFACTURER OR BY A QUALIFIED PROFESSIONAL ENGINEER ENGAGED BY THE CONTRACTOR. TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, PROVIDE LOW IRON GLASS FROM MANUFACTURER'S STANDARD RANGE. INCLUDING DUST. 20.FLASH,CAULK AND SEAL ALLJUNCTIONS OFTHE NEW AND EXISTING WALLS AND PENETRATIONS,TO FORM A WATER TIGHT ASSEMBLY.ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 8"ABOVE INTERSECTING SURFACES UNLESS OTHERWISE NOTED. 21.ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENTAND SHRINKAGE THROUGHOUT. 22.ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. 23.THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OFTHE OWNER'S ALARM AND TELEPHONE SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS.THE GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO SCHEDULE INSTALLATION SO AS NOTTO DELAY COMPLETION OF THE PROJECT. 24.PROVIDE SMOKE AND HEAT DETECTORS AS REQUIRED BY CODE.COORDINATE INSTALLATION LOCATIONS WITH ARCHITECT. 25.PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. 26.THE CONTRACTOR SHALL FURNISH ALLTEMPORARY LIGHTS COMPLETE WITH ALL WIRING,LAMPS, AND SIMILAR EQUIPMENTAS REQUIRED FOR COMPLETION OF WORK. 27.THE CONTRACTOR SHALL INSTALL AJOB TELEPHONE AND WIFI INTERNET AT THE JOB SITE 28.RESECUREE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY NEW CONSTRUCTION. 29.THE CONTRACTOR SHALL CODRDINATE AND CONSTRUCT MOCK-UPS OF THE FOLLOWING SPECIFIED ITEMS FOR REVIEW AND APPROVAL BY THE OWNER AND ARCHITECT PRIOR TO THE PERFORMANCE OF THE ASSOCIATED PORTION OF THAT WORK: a.CRITICAL EXTERIOR FINISH DETAILS IDENTIFIED BY THE ARCHITECT b.CRITICAL WATERPROOFING TRANSITION DETAILS c.INTERIOR AND EXTERIOR PAINT 30.THE CONTRACTOR SHALL SUBMIT IN WRITING ANY REQUEST FOR INFORMATION IN REGARD TO DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS, INTERPRETATION OR CLARIFICATION OF THE CONSTRUCTION DOCUMENTS, AND PROPOSED FIXES OR SOLUTIONS FOR CONSTRUCTION ERRORS THAT MAY OCCUR IN THE CONSTRUCTION PROCESS. Seal&Signature: �E�ED ARC �5 DePq 034585 FOF NEB Garnett.DePasquale Laurel Links Drawing Index,General 12" =T-O" 370 Lexington Ave,Suite N0407 6400 Main Rd, Notes 11/05/2024 New York,NY 10017 Mattituck,NY 11952 A010 1 Site Plan SITE INFORMATION Revisions 1' =300'-0' / f Wells Rd No. Issue Date ADDRESS: 6400 MAIN RD,MATTITUCK,NY11901 01 Building Permit 11/05/2024 PO PARCEL INFORMATION: DESCRIBED PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD `II o SUFFOLK COUNTY,NEW YORK 00 DIST:1000 SEC:125 BLOCK:04 LOT:24°23 O Q Bray Avenue LOT AREA: 6,738,732.00(154.7 ACRES) PROJECT DESCRIPTION RENOVATION OF,AND INTERIOR ADDITIONS TO,AN EXISTING 14,900 SF,2-STORY+ BASEMENT,CLUB HOUSE. RENOVATION INCLUDE REPLACEMENT OF WALLAND ROOF INSULATION, REPLACEMENT OF EXTERIOR DOORS,NEW INTERIOR SPACE ON Notes in in in �00 THE SECOND FLOOR AND NEW HVAC SYSTEM. c U) M — N Existing Parking BUILDING CODE SUMMARY INFORMATION _ 1` ~ — � ---- — — I � No Change \ I ITEM DESCRIPTION CODE SECTION B EXISTING BUILDING GENERAL CONSTRUCTION TYPE 4A NYCRR 1984 I INFORMATION SEPARATED OCCUPANCIES,INDIVIDUALLY CLASSIFIED C AUTOMATIC SPRINKLER SYSTEM THROUGHOUT I i A I PROPOSED BUILDING ALTERATIONS-LEVEL 2 (2020 EXISTING BUILDING CODE OF NEW YORK STATE) Area of Work Related to GENERAL INFORMATION NEW WORK AREAS SHALL BE CONSTRUCTION TYPE III-B NYSBC 2020 I — — _ — — — — SEPARATED OCCUPANCIES,INDIVIDUALLY CLASSIFIED� Interior Renovation and AUTOMATIC SPRINKLER SYSTEM THROUGHOUT Exterior Rehabllltlon of _ Existing Clubhouse Only \ OCCUPANCY CLASSIFICATION EXISTING: GROUPA-2 MAIN OCCUPANCY(RESTAURANTS) 302.1 GROUP B (OFFICE) \ GROUP S-2 (ACCESSORY STORAGE&MECHANICAL) \ \ \ PROPOSED: GROUP A-2 MAIN OCCUPANCY(RESTAURANTS) \ \ GROUP B (OFFICE) GROUP S-2 (ACCESSORY STORAGE&MECHANICAL) 1 \ SPECIAL OCCUPANCY AND USE ATRIUMS 404 1 \ 1 I \ NUMBER OF STORIES EXISTING: 2 STORIES ABOVE GRADE+BASEMENT 504.4 OUT PARCEL OF LAUREL LINKS LOTS,ROADS AND \ \ PROPOSED: 2 STORIES ABOVE GRADE+BASEMENT I OPEN SPAVE AREA= \ 1 A I ` 40,3574 ACRES E \ ALLOWABLE: 3 STORIES ABOVE GRADE \ \ \ I \ \ BUILDING AREA EXISTING: 14,900 SOFT 506.2 PROPOSED: 15,580 SOFT ALLOWABLE: A-2,SM =28,500 SQFT TABLE 506.2 I \ laurel Court � / 1 MIXED USE AND OCCUPANCY SEPARATED OCCUPANCIES,INDIVIDUALLY CLASSIFIED 508.3 p INCIDENTAL USES NONE TABLE 509 CONSTRUCTION CLASSIFICATION TYPE III-B 601 PRIMARY STRUCTURAL FRAME 0 HRS BEARING WALLS(EXTERIOR) 2 HRS BEARING WALLS(INTERIOR) 0 HRS NONBEARING WALLS AND PARTITIONS 0 HRS FLOOR CONSTRUCTION 0 HRS O 0 HRS FIRE SEPARATION DISTANCE >30 FEET N�\ AUTOMATIC SPRINKLER SYSTEMS PROVIDED THROUGHOUT 903 o\ \ / PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS REQUIRED BY CODE AND 906 AS INDICATED ON THE LIFE SAFETY PLANS. \ OUT PARCEL OF LAUREL ��' SHALL BE INSTALLED WITHIN 30 FEET OF COMMERCIAL LINKS LOTS,ROADS AND \ COOKING EQUIPMENT \ OPEN SPACE AREA= \\20,0913 ACRES o SELECTION,INSTALLATION,SIZE AND DISTRIBUTION SHALL BE \ \ \ IN ACCORDANCE WITH NFPA10 MEANS OF EGRESS SEE LIFE SAFETY PLAN CHAPTER 10 — — — e mar Dr e mar r o co co a E d c7 in 0 0 EXISTING LOT COVERAGE(No Change) LOCATION MAP A EXISTING CLUB HOUSE ASSEMBLY 6,255 SF NOT TO SCALE B EXISTING CART STORAGE STORAGE 5171 SF C EXISTING POOL HOUSE ASSEMBLY 1248 SF ""'' ✓ ' '' �' �# D EXISTING MAINTENANCE&PUMP HOUSE STORAGE 4 204SF E EXISTING HALFWAY HOUSE STORAGE 538 SF ..'' 5 ` .:c - '.i "�f+�, s •" i x ti:l; r `L;,a.. x..i,..lj. F EXISTING SUPERINTENDENTS HOUSE RESIDENTIAL 1,978 SF -,�-"' sR � a='�' s a ' N '.a '"'ia� •t`f< `f'`'�"a ,` .' �. +aa"#' r, t`t i � y ' , ,o •R is. t•.w�^'a".� t "` i`�1; �d' t...`{b3 `r,m,�.^'• $�fjs',',:, !p . .✓ �,..�,y p'� �� ' '" 4 eM"' ". L R!�t° c a S �;a f`' 3,w �F .� f i $,,," l� ' *ti ". :. ' L�� a �„ t< ' 'y �:.,1�+r.'.�k g�L ^'Aq[' ' pr'yD .x( '• `t":� Y( yC: # " i A "i ',. " w "t s , 9A \ +� f i�,,�i�S.�"a •+t�rs`j { � t,,"" ^'?'i t Y Ire ii � jj r;� ,,' e- 4 «xT ,.4P, e Y d"I t '"k'• "4d " ' J"' . Y• t l 1 � 4 F - n SITE DATA * :�#dry a '',,, s k '4 F s["'. i, S•,e 4 's.�{r t �k` �.,� OWNER,LAUREL LINKS,LTD SUFFOLK COUNTY TAX MAP NOS: '• .x # '.� '' " ' DIST:1000 SEC: 125 BLOCK: 04 LOT:24.23 Ak AREA OF SITE:6,738,732.00 SF(154.7 ACRES) ZONE:A-C(AGRICULTURAL CONSERVATION) 1 C Q x x:�•y:� •ifs USE:RESIDENCE AND GOLF COURSE SITE \_.___ GROUNDWATER MANAGMENTZONE:IV ,'t f��`a . ,,p z ( 'V1'4 LOCATION , i t ; METHOD OF WATER SUPPLY:PUBLIC DATUM:NGVD(MSL1929) Seal&Signature: SCOPE OF WORK: ED ARc f ��5 �, DeP,gs 1. MOLD REMEDIATION:REMOVE AND REPLACE INSULATION IN EXTERIOR WALL AND ROOF AS INDICATED WITHIN 3. REMOVE INTERIOR STAIR ; ►` `�..:r'°A"``w . . `!A 2• REMOVE AND REPLACE EXTERIOR DOORS IN BAR,LOUNGE,AND DINING ROOM 4. NEW EGRESS DOOR AT BASEMENT LEVEL 5. NEW WINDOW IN DINING ROOM 6. NEW HVAC SYSTEM THROUGHOUT S�9T 0345E pQ� 7. EXISTING DOUBLE HEIGHT AREA TO BE CONVERTED TO FIRST FLOOR AND NEW F�F NE`N� SECOND FLOOR AREAS Garnett.DePasquale Laurel Links Site Plan As indicated 370 Lexington Ave,Suite N°407 6400 Main Rd, 11/05/2024 New York,NY 10017 Mattituck,NY 11952 A050 1 Basement Level-Demolition Plan Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit 11/05/2024 Notes 01 Remove Existing Window/Door 02 Remove Existing Wall 03 Remove Existing Stair 04 Remove Existing Fire Place and Chimney 05 Remove Existing Railing I Storage I Employee Rest room Men's Locker Room Mech Room Women's Locker Room Employee Restroom - - - - - - - - - - - - - �F � 01 Janitor's Closet 3'-71V" 15'-01/2" i AREA OF I o2 I I I I I WORK � I o3 � I o I I I �-t-f-UP�� 0 11 Basement Hall i4l - I --.-'.-- 1��4 - J 02L-E I111 III1 3-6" 3/41, UP Vestibule Liquor Storage Storage 1 I � — — — Storage --- - - - - - - - - - - _- - - , i SLOPE:UP i- - - - - - - - - - - Pro Shop � � U Existing Driveway Walk in Freezer and Fridge Dry Storage Mech Room 012 Lower Level Foyer F TA7 Stair Seal&Signature: ,��ptED ARC ��SP DePA � SP cr S�9T 034513 �OQ� FOF NEB Garnett.DePasquale Laurel Links Basement Level -Demolition 3/16"=1'-0" 370 Lexington Ave,Suite N0407 6400 Main Rd, Drawing 11/05/2024 New York,NY 10017 Mattituck,NY 11952 D100 1 Ground Floor-Demolition Drawing Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit 11/05/2024 126'-0" 26'-0" 25'-1" 9'-11" 29'-111/2" 10'-01/2" 25'-0" Notes 01 Remove Existing Window/Door 02 Remove Existing Wall 03 Remove Existing Stair 04 Remove Existing Fire Place and Chimney 05 Remove Existing Railing I D200 AREA OF WORK 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r A 10, Ol 01 _ Ol L _ — — _ — J Ol • Ol 01 I MOLD REMEDIATION SCOPE KEY 01 01 01 04 01 01 © e ® Remove Existing Wall Insulation and k/ 1 Replace lat on(R3.5)per inch)and R Spray Insulation 01 I Batt Insulation;Total R-Value 22 1 102 Bar ® e Remove Existing Roof Insulation and Replace with 9"Open Cell Remove and Replace Flooring: 101 a 02 Spray Insulation(R6.7 per inch); 1 Loun�_ 1 Total R-Value 60 Flooring: 0 1 i Remove and Replace 1 in I � I I I M 0 o, 7-T- F-I—r-I 1 N iv 103 g Room Dinin�\ in I r I Flooring: 1 2 D201 0 Remove and Replace I o — — — — — — — — — — — — T/ 1 I I I 1L I 100 Fo er Kitchen Men's Restroom Flooring: 1I Remove and Replace — — — 1 Coat Room I Women's Lounge Women's Restroom Storage Ir T I I C 1 Soow I Tj EXISTING HANDICAP RAMP(NO CHANGE) UP 1 D200 UP Seal&Signature: 6'-0" 20'-0" 5'-0" 20'-0" 10'-0" 6-0" L 18'-0" 6'-0" 10'-0" 20'-0" 5'-0" ED ABC S. DePgSp�0 0] jtn s�gTF 034555 �QQ OF NE`N Garnett.DePasquale Laurel Links Ground Floor-Demolition As indicated 370 Lexington Ave,Suite N°407 6400 Main Rd, Drawing 11/05/2024 New York,NY 10017 Mattituck,NY 11952 D101 1 Second Floor Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit 11/05/2024 Notes 01 Remove Existing Window/Door 02 Remove Existing Wall 03 Remove Existing Stair 04 Remove Existing Fire Place and Chimney 05 Remove Existing Railing 61'-10" 28'-4" 35'-10" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AREAOF �---�� _„..,. . era► • L • . • - ++� a \ — _ _ _ _ — / • __. I MOLD REMEDIATION SCOPE KEY 04 Remove Existing Wall Insulation and \ / / 71I Replace with 2"Closed Cell Spray • \ f Open to Insulation(R3.5)per inch)and R-15 • Lounge / I Batt Insulation;Total R-Value 22 • \ Open to / \ Below Bar Belowv—� Remove Existing Roof :� • / I e� ®® Insulation and Replace with 9"Open iCell • \ / I Spray Insulation(R6.7 per inch); "Existing Double Height Total R-Value 60 \ / Area to be Converted to FF / First Floor and New Second Floor Areas I • - - - - - - - - - - - - - b LO i . . . ® 1 -- - - - - - - — — — — — — — — — — — — Mech— — — — — —� 1 I o a I \ Terrace Office I / N I � Showers Urinals — Open to ---_ — Foyer Below \ I � I I Gv • • • ems • • • • • ® • • • ease • ® • • • e� • • e t_ rl — — — — — — — — — - -- - - - UP Seal&Signature: �5 3, DePq hid, tSjq,� 0345B5 OF NE`N Garnett.DePasquale Laurel Links Second Floor-Demolition As indicated 370 Lexington Ave,Suite N°407 6400 Main Rd, Drawing 11/05/2024 New York,NY 10017 Mattituck,NY 11952 D102 1 North Elevation-(No Change) Revisions 3/16" T-0" No. Issue Date 01 Building Permit 11/05/2024 Notes 01 Remove Existing Window/Door I- T 02 Remove Existing Wall 03 Remove Existing Stair I'T 04 Remove Existing Fire Place and Chimney —T Remove Existing Railing 05 T-I T- il li-il ti T --t-TTE I- t i- I J I t L J -1-TL J -T f VIIii D Ell El LJL1 LILI ❑LiLl Tl �IJ I_ ll C' EIEI f f-1 T-E' i.H L 7 1-7� T T- F -i I:7j'�d t1.jXJT F-11 I ICI I Second Floor I f V 11 It I I A -11 L: L I j L L I I it rT1- j L ET 1 Ll IT I IL I 1 1 1 J1 L I J EIE] LL L 1-1- J�J-1- 1 11 t -1 I-T- t, i I, I i L i L[ J L I IIII i J � ill . -1 1 11 E�T- , -1 �; , 1 1-, 1 J 11-,-1 T L I L"11-L _j L El L it [A i 1 7 � I El ❑t I_. I 1 7- -1-f- -i- J . �L-1,L-LIJ 1 1 L 1 1 1 j I -J I V:TIT 11 First Floor �J J I 01-01, J J F FIT" I F: T-�1T- 1-1 1- j- L I T I No Change 2 South Elevation-Demolition 3/16" T-0" i ( �> :�_ c��jcSJc_;� c c� cj 04 A-- L y, 'A I J - -1 - -� [I I _1_�7 7 _I( ��„�-�.:-� of �-1_I � i I I ' i ' III [' I 1 I'� i I I I I T T`T 1,-1 F i t 1 1 1E] ❑OEI ❑I❑ EIE] -1 LJLJ Ll 0 DO ❑ 1_j LiLl [IF] 10 -11 THO00 J-7-i1 1:1 E111 1:11:1 7v�1-11 E11:11 DE] L-14� L�]-,-[ I I 1 -1 L-J T7 Ll L L i� L IHII LJ 11:1. 1:1 El U U 11 -L T I- f I- 11 ii li 11 � I 1� 1!JTTI.FTFj 1 1 !11 ��Tll H it lj�Ir "I!, 1� 11!Ill i,ull i MI I Ili Im 11, 111 M, Second Floor 11 - tTh I Ill, 11 ILL,aJi,Lit J;, 4-', 7 i� ETvt-, 7-,; �]YhY ft�ti, 10, I 4t, I' I i 11 -1 ! �.I 1- -I_r_i ��.�,-�. _l .'1_�.1T_l_, ! ��I I T_,.1., �7 rM =11 T IT L L1=4=jj T, 7r\- F� F I I ' IF ( U111 -1-1 L-j IJ 01 I I �� 01 I ( Ol 88 I I [ Ol I. ,, I [ [ 01 I, I I I ! Ol I; 7r-1 —V-1 I r\ i K- j Lt�I I - 0 E= 11-f— T E - I f 7 1 r\, + -d—E I I Ho i L f/� I 11: LIULIIJI JU - JL LEill HI it� H K K- First Floor 01-01, Seal&Signature: AREA OF WORK 3- e p4q 034555 0 '®r L, -I Garnett.DePasquale Laurel Links Exterior Elevations-Existing 3/16" 1'-0" 370 Lexington Ave,Suite N'407 6400 Main Rd, 11/05/2024 New York, NY 10017 Mattituck,NY 11952 D 2 O 0 2 West Elevation-Demolition Revisions 3/16"=T-0" No. Issue Date 01 Building Permit 11/05/2024 o_ I i-i — --- I - LJI77 [ [ I �.I [ IiII II .1 , l I 1.7.7.1,LI,LL.1.1.1:1 1 1 1 tl Notes LI I1 I I 1LTC.] T i LI;IT -LI ] L LL , T-1-T T I I i I L 1 ]_ I Tr LT _7 I;1.1 i g Window/Door i I r -rl r r r '� -I r`-r 11T -'Zr r - 1 I 1 I- - i -- 01 Remove Existing 02 Remove Existing Wall 03 Remove Existing Stair L r T IT 1 L 1_ I 1 I - I 1 i, I. Li 04 Remove Existing Fire Place and Chimney -I_ L�11 11_!f i i_ [ _ 1 L1 �I I i i _ 1 I I i-,_I_! i 1_I__ L7[T1, 1,]_i1 I ' T 11 , 05 Remove Existing Railing r 1 i L i T11.7 _, I;I,1 I,LI T 1 1 1 1 rL.] [ 1 I Ed EH HE L_,_ Li -ii 1 I ' 1 ' l i I_.1 ( 1 [ 1 I 1,- - �. 1� T�1 I � I 1 I I 1 lwiUi,l I I hT I Ll LLII : 1 ll [ _i: iI [i . ' T L,T� 1 I _ r � _ _ -.. �. _ . . , , L._i, [ 1, L I LI T rr l,_, r i [ t .1_ ' �� 1- 1 L r 7 r i L- Ty� 1 Second Floor I i 1 I 1. T I L I l l rl I i i III7' AI' '� i u_ t 1 1-"1[� I : I ILf i : I : - -- -- .I ll_ 1' _�... ! - 1� 1 i i I_-i I I. I_�- l-1,. I- I I,,_II Ilfi L �1 1 .i 1 l _..�l_ �_1, II_i T,T_i 1 ❑❑❑ ❑❑❑ T ❑❑❑ ❑❑� 1.1 7 ❑❑❑ ❑L�❑ [r ' 1 1. _ i 1 1 I L;L 1 '�[ [ T.L I T I I 1 [_ L 7 1 > ,1 i I LL T1-1Th1_ T 1 I_. ["1 nn i 1 n i ; III i 0� I�fJ I ' � _a I 1 02 c U � LL LL . _ 1 - i = 1- irl,l [-i_ I �. l I,1_ IrI_ II_Y L7I �T I c L 1-_ ;i I1. 1 _ 1=. L' ` iI I [ 1 I:.- 1 T1-2-1-1 , , Ll[� + IT 1 1 I TT ? i I ,I T I;. 1� ' ' ..l --! - 11 T r I-' -'_'--, -_`I I �� I -1 L,.i I,-�--1.-'-�-,-1--- - • 1___I ' - - �--�-- I1,i , I 1-. � 1 TI T_ 1 1 '. [ 1 J I , l i l l ill 1 1 1 ! 1 1 j I i : , Floor I.11 [ _1 — - r I [ � i 1 II1 i' I 1 7 r if ! ( I 1 L.-1 o 0 First �J i I I � � I ' I .I AREAOF, I L ! I.- _ �,L`1 T ! l,I. T 11- >_ I I 1.L t J I I i r L1,I a� L_ I Li WORK:�TT-1 1 11171 �.l i;I IITIILiIr1;1 IT' i ' IIT:, iil _sL l 1,T Tf :_.1 � �w 1, 'I I ' i[I NEW 1 i 1 h: LL;1 T_.LI i Ir1,1WINDOW, I ..LF 00 00 1 1 r I , i� 1.1 -1 � LIB' T I =T I T L,_ . L L I [ .T -- -- [-1(� UU = 0E Eb i I Basement Level I — -11'-2" 1 East Elevation-Demolition 3/16"=T-0" 1. 7-YI I T,L,1_,_ ] j h J. -. i I 1 _ ; � ��I T _ ] r- r fl 1 L.L �rL LTI o i - ! I 1 1T1 1 .; 1 I',T I_ II_I. I � 1 11 I i r,L,�T1 1-`I �-, � a<J � _ r _r T I 1 I I 1 i� I ri I I Second Floor _. _ i i' :ram. �- �... � � - I . _li _I1�. . _ �-I 1 I i I: '� 10 11" [ i [ [ [ LiLI IiIIirI� � I� L; , �'�� [_I.TII T (, - I 1 �_� ,I 01 I ��: . o o �o- I o1 i. I 1 ' ilil IIIIII � iI � ! i 1J4�,� L I I ],I.1 11 1 1 ! C EI_iI_T 1 I 1 1 11_I__� L [ 1 [ 1 1 L t L [- ITI I_I > .L,I T l T _ . i.h ii' I I [ I II i L� L � II I III I,-"T i i.L ILT -I ! [-r I I ; I,T ; I iElm: IIr7 1 I;I i.li .i _ 1 1 i, ! ! I ! I I First Floor 0 .. I I, 11 1iii1I:I I III11IiI � I ', — , - - - - - -- - I i I . 1 !r' --i i llll.i,i i _[ CI I IL I,hL_I L1L -I r 1 I � Il ( 1 ] 11I- L [:I' T 11I11 Ili �'i t i!�i11 [ 111i� iI I,IrIIT 1' T [ 01 I ! Seal &Signature: II AREA OF = i I I !.i I i_[ 1 WORK 1 T_ _ 1 I_.L T. I i _ 1 I I .i,�_ I,_I La.[`'T I I RED AR C�T 1 I- _i`I_'_I, T l.rl,lf _ - T'i T L T� 1 T'7 r 1- r r r- i_; r.: : _ , , r — Basement LevelS, DePA Ch'/� -11'-2" p �Q• SO ix cS jq,� 034555 �p4� OF NE`>'� Garnett.DePasquale Laurel Links Exterior Elevations-Existing 3/16"=1'-0" 370 Lexington Ave,Suite N"407 6400 Main Rd, 11/05/2024 New York,NY 10017 Mattituck,NY 11952 D201 1 Basement Level-Proposed Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit 11/05/2024 Notes 01 New Window/Door 02 New Wood Flooring 03 Custom Millwork 04 New Wall-Painted GWB Now rM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --/ ` — — — — — — — — — — — — — — — — — — — — — — — — — -� 003 Storage 2 ROOM SF. 331 SF ROO C. O.L.F. 1 00 EXITS OCC. E 1 S2 J I 004 Employee Restro ' ROOM sr. ' 62 SF ROOM OCC. O.L.F. 5 15 EXITS OCC.TYPE 017 Men's Locker Room I 1 A2 016 Mech Room Shower Toilets RooMSF. 01 5 Women's Locker Room Shower Toilets 836 SF RO M OCC. O L.F. 17 50 ROOM SF. EXITS OCC.TYPE 821 SF Al 1 ROOM OCC. O L.F. 17 50 EXITS OCC.TYPE 121'-117/8" 1 A3 e R ro EXIT SEPARATION — — — — — — — — — — — — LIFE SAFTEY SYMBOLS LEGEND — 1 Existing Door To EXIT DISCHARGE Remain I M.gr�38, � � Not in Scope EXIT SIGNAGE(FILLED A201 1 < Ecw 74" ILLUMINATED FACE OF o kZ06mgFF 8-21/2 3-7 3/4 i �, QUADRANT DENOTES EF SIGNAGE AREA OF I r- ° 3'-6" 006 Janitors Closet I Exit Access:105' Exit Access:124' 47 EC 7 ) No WORK I ROOM SF. — _ _ _ r 66 SF I ® EMERGENCY LIGHT 47 006-1 R° °° °15 ®T I 001 Basement Hall EXITS Occ.TYPE 1 A2 01 33 Vestibule Exit Access:76' 1-HR RATED WALL ASSEMBLY Eo 01 ROOM SF g134 SF 5 II II I ® •-.•0=0-_ -_ PATH OF EGRESS r i °M°° . New Exit Door I 1 U � � � � � � � � � E1� °Cc.A2 PE � �� ---------- COMMON PATH OF TRAVEL With Panic Hardware,Exit I � I 08 Liquor Storage Sign and I Ecw 42" I 128 SF _ _ —ROOM EOO2 ROO OCC. O.L.F. Emergency EF 0.20 O 1 300 F1 OCCUPANCY Lights I EC 2 0 I 007 Storage E ITS OCC. E ® AREA IF —OCCUPANT FACTOR ROOM SF W;�Existing Swing t J 582 SF Door to be ° Replaced wiht — — — 2 300 Elevator 0 0 Roll-up Door - - - - - - - - - - - - EXITS O°SZ PE Mech Room I 014 Pro Shop 0 X ROOM SF. i 758 SF F _ _ _ _ _ _ _ _ _ _ _ � O.L.F. OCCUPANCY TYPE E— SLOPE UP i i E EATS o°60 PE 012 Lower Level Foyer 1 B MINIMUM NUMBER OF EXITS I I ROOM SF. '\) Existing I I 0 99 Dry Storage 616 Storage ROOMOcc 244 So F U ROOM SF. ROOM SF. EF 0.20 EGRESS CAPACITY FACTOR PER CB /— Driveway Walk in Freezer and Frid e I E 7S O°0.5 PE EGRESS COMPONENT CLEAR WIDTH !� I g i 208 SF 162 SF 1 1A Stair Ecw 36" C I 1 300 1 300 011 Mech Room-00MOCC. OL.F. ROOMOCC. OL.F. 7 Ec 180 MAXIMUM EGRESS CAPACITY I I EXITS1occ.TYPE EXITS OCC.T PE I I 1 S2 1 S2 00 OCCUPANT LOAD AT EXIT ACCESS 00 OCCUPANT LOAD AT EXIT DISCHARGE O FIRE EXTINGUISHER WITH 75'RADIUS NOTE: LIFE SAFETY NOTES CONTRACTOR TO PROVIDE FIRE PROTECTION SYSTEM PER CODE REQUIRMENTS.SUBMIT PLANS TO FIRE MARSHALL 1) SECTION 906.2 FOR APPROVAL PORTABLE FIRE EXTINGUISHERS SHALL BE SELECTED AND INSTALLED INACCORDANCE WITH SECTION 906 OF NEW YORK STATE FIRE CODE AND NFPA 10 2)SECTION 907.2 MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPNT NOTIFICATION SYSTEM IS NOT REQUIRED WHERE GROUP B AND OCCUPANT LOAD IS LESS THAN 500 PERSONS. l&Signature: 3)SECTION 1006.2.1,1006.3.3 Sea . THE COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED VALUES GIVEN IN TABLE 1006.2.1 OR TABLE 1006.3.3(2). 4)SECTION 1008 EGRESS ILLUMINATION SHALL BE PROVIDED AT ALL TIMES THE BUILDING IS OCCUPIED AND SHALL NOT BE LESS THAN RED AR 1 FOOTCANDLEATTHE WALKING SURFACE. +(E IN THE EVENT OF POWER SUPPLY FAILURE,AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE C��Q.�' DeP4Sp CORRIDORS,INTERIOR EXIT STAIRWAYS,EXIT PASSAGEWAYS,&EXTERIOR EGRESS COMPONENTS,FOR A DURATION OF NOT LESS THAN 90 MINUTES. • 5)SECTION 1010.1.2 „ » ; EGRESS DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED SWINGING TYPE.EXCEPTION:1.PRIVATE GARAGES, - OFFICE AREAS,FACTORY AND STORAGE AREAS WITH AN OCCUPANT LOAD OF 10 OR LESS. y�. 034585 �QQ� 6)SECTION 1017.2 FOF NEB EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED VALUES IN TABLE 1017.2 Garnett.DePasquale Laurel Links Basement Level-Proposed As indicated 370 Lexington Ave,Suite IJ°407 6400 Main Rd, 11/05/2024 New York,NY 10017 Mattituck,NY 11952 Al 01 1 Ground Floor-Proposed Revisions 3/16"=1'-0" No. Issue Date 01 Building Permit 11/05/2024 N otes 46'-1" 100'-0" 01 New Window/Door I 02 New Wood Flooring 60'-2"Grill Room L 28'-3 3/4"Lounge 34'-2"Main Dining Room 03 Custom Millwork 26-0" 23'-5" 10'-9" 04 New Wall-Painted GWB ' A200 Architect to Provide Header 2 Sizing and Framing Modifications AREA OF Pending Review of Existing WORK Conditions Post-Demolition o O I r T 26-51/2" EXIT SEPARATION I I IE106 E107 E109 E110 E111 E113- E114 I E103 E104 E105 - - 01 - I - _ �--a--®-a. _ - - - Ol -- -- - -® Ol - - 01 - - 01 ® - _ �_ - - -. - - --- Ol - - Ol ® I MOLD REMEDIATION SCOPE KEY 01 01 01 - - - - - - - - 70 44 21 - - 21 0. -- Q---� ® ®n c--a Remove Existing Wall Insulation and EEF 10.20CW O Ecw ,p, 01 Replace with 2"Closed- - - - - - - - - - - EC 220 O EC 220 47 eE I Cell Spray �- -- --- ---- ---� �------- - - - _ _-__.--- - ------ ------ - -..- __ .-..- -- .- _ - - - - - -- - -- -- - - -- - -- _ - ..- -- -- - - - - n - -- - -- - --- - - - - -- �-- �-� -- - --- -- Ecw�44" - - - ---�� - - � -- --- �-- - �--� --- - ---------- -_ EC .200 .... CW Insu per and - - - - - - - - - - EEF 0.20 0 Lounge O -- - - - - Batt ll Insul ation;ion;Total R-Value 22 5 E102 01 - -- -- - -- - 1 1 L nge Ec 020 O 47 I O -- _ EC 220 -- -- - - - - - - - - - - - - - -- __-__ - _- - --__ - _- -. -. - --. __- - .____ - ---.- ____ --__- -_ -_-_ - - -__.--- - --_- -._. -M - - -- - - 627 CC - - -- - - ---— - - - --- ------- --- -- -- --- -- ---- .----- ..-- --- --- ---- --=I- - ---- ---- -- - ---- ._--- ----- - ---- R O OC S O.L.F. - - - - -- ------ -- -- - - --- ---- --- ---- -- --- - - - - ------ - - ® ��'.� n - I 001 I Remove Existing Roof Insulation - - - -- -- - - -TYPE d Replace with en Cell 02 - - - - - - - - - - - -- - - 02 - - - - 103 Dining Room - 01 Spray Ins Insulation(6.77 per inch); EXITS A2 - - -- - -- -- - -- _ - - -- Roots SF. Total - a ue 60 I - 5g-�51$-�\pN 102 Bar � � - _ 02 Ro Mo 82 SF - - ' - �PPRP - -- -- 3 - - - --- -- -- -- - - - 2 - - - - - 86 15 i s I 1465 SF - — - I I - -- -- - EXITS OCC.2 -- ROOM OCC. O.L.F. ----- - -- - - - -- - -- 3 A501 � - -- - - 2 AZ 7 A502 8 99 15 - - - -- - - - - -� _ EXITS OCC.TYPE N I - - - -- - - - Mo - -- - -- L - - - - - - - -- - - I LIIFE SAFTEY SYMBOLS LEGEND AZ - - - - - - --- - - --- -- - --- - -- - - - - - - - - - - - - - - I EXIT DISCHARGE I70 - Infill floor to match existing - --- - - - - - - - - - -- -- - - - 2 - - _ - ® ® QUADRANT DENOTES A201 1 I 01 O 1 hour fire rated N - - construction - - - - - -- -- ----- - - - - - - ---- o ILLUMINATED FACE OF SIGNAI ILLUMINAT _ - - -- - - - - - - --- - -- E) E101 EF 0.20 - - -- - - M - - - - - EC 70 - -- N -- - - --- - -- - - - - - -- - - - -- - - - - - -- - I N EMERGENCY LIGHT M A201 -- - - - - -- - - -- - _ - �s"cP, o 1 HR RATED WALL ASSEMBLY - - - - -- 1 0 LO 11 `Exit Access from -- _ _ 21< - -- -- -0--->-- PATH OF EGRESS — - — - — - -- Second Floor. _ _... - - - COMMON PATH OF TRAVEL El Nil �� I ............................................................................... I� ROOM OCCUPANCY 4-4 1 00 Foyer ��` 1 - - -- - -- --- - AREA SF OCCUPANT -- --- --- --- - - - ROOM SF. LOAD FACTOR - - - - 589 SF �. 0 0 RUOM OCC. O.L.F. - ._.-. .��,�� - - - 40 15 109 Kitchen 108 Men's Restroom EATS OCC.TYPE ' ROOM SF ROOM SF. 1 A2 - - io 618 SF 207 SF ROOM CC. O.L.F. Room OCC. O L F. --- - - -- - - - - - - - - - - - - OCCUPANCY TYPE N Existing 41 15 14 15 -I OCC • EXITS OCC.TYPL EXITS OCC.TYPE MINIMUM NUMBER OF EXITS Equipment to 1 � 1 A2 I - -- - - - - 1 - __ -_ � - - — - — - — - � Remain I I2 A500 3r5�jjftmen`sg - EGRESS COMPONENT CLEAR WIDTH - _ n Women's Restroom 104 Stora e Lounge 107 Coat Room --- -- - -- - - - I - _ ROOM SF. 1 O5 ECW n ROOM sr. ---- ------------------- r 98 SF ROOM SF. ROOM SG EF 0 EGRESS CAPACITY FACTOR PER CBC I 89 SF - - 4 i - - I OO�c . 15 150 SF 109 SF o EC 180 - - - - ROOM L.F. r ROOM O" O.L.F. 7 MAXIMUM EGRESS CAPACITY 6 15 r- I Errs occ.TYPE 10 15 8 15 r ----- - A2 EXIS OCC.TYPE EXITS OCC.TYPE EXITS OCC.TYPEA _ _ i - ( 1 A2 1 A2 o 00 OCCUPANT LOAD AT EXIT ACCESS 1 ® 1 ECW 78" - ---- F-11 118 1 EF Q,20 EC 390 .. . 00 OCCUPANT LOAD AT EXIT DISCHARGE I1 I � �s \ r '�FFj, FIRE EXTINGUISHER WITH 75'RADIUS UP—� EXISTING HANDICAP RAMP / U Existing Door To Remain Not in Scope Seal&Signature: �ED ARC, �5 5, DeP,gs 034585 OQ FOF NE`N� Garnett.DePasquale Laurel Links Ground Floor Level- As indicated 370 Lexington Ave,SuitE!N0407 6400 Main Rd, Proposed 11/05/2024 New York, NY 10017 Mattituck,NY 11952 A102 ' ' 1 Secondf|oor-Propnaed Revisions 3115~=1-O^ No. |nnum Date 01 Building Permit 11/05/2024 Notes 01 NewVV|ndmw/Door 02 New Wood Flooring 03 Custom Millwork 04 New VVa||-PaintedGVVB Sprinkler System: Infill floor to match existing 1 hour fire= Mod!46btion of existing rated construction system-to be submitted under different permit New floor framing;architect to provide application and to be in framing design pending review of 2 accordance with NFPA13 existing conditions post-demolition 61'-10" JAREA OF WORK L 2'-0" 21'-4'v t 2'-0"t t 36-110 1/4" MIMI 03 03 MOLD REMEO|AT|DN SCOPE KEY —zz mm Remove Existing Wall Insulation and F20�1 Office Replace with 2''Closed Cell Spray ROOM SF. Insulation(R3.5)per inch) andR-15 | 424 SF Batt Insulation;Total R-Vu|ue22 Open to EXITS OCC.TYPE wr�°�� wywmw��z�» Remove Ex|y�ngRoof Insulation and Replace with Q''Open Cell rated assembiv New 1 hour fire Spray Insulation(R0.7 per|noh)| rated assembly Total R-Vo|ue6O Partition to comply with LIFE SAFTEY SYMBOLS LEGEND EXIT DISCHARGE ROOM 8F. ++ EXIT S|C3NAGE(FILLED , Y�/ �N� ++ QUADRANT OCCUPANCY C AREA SF 425 SIF �LE . LOADFACTOR . |LLUN1|N4TEDFAC�EOF ._~ 01 G|GNAGB F2072 Locker Room [�] EMERGENCY LIGHT ROOM SF. |� �� ~ �~ ~ �� ~ �� 1-HR RATED VVALLASSEN1BLY N =J] ROOMSF �� ~—~~--~—�—~ PATH OFEGRESS ~ 1 ITS OC A2 YPE L-- 41 ff —~---~———— ��OK4K�{�NPATH OFTRAVEL ROOM EATS OCC.TYPE Terrace I EF 10.20 t—DN I EC 1180 Showers Urinals OCCUPANCY TYPE f MINIMUM NUMBER OF EXITS Above EGR�S5COMPONENT CLEAR WIDTH EGRESS CAPACITY FACTOR PER CBC ---~`�—MAXIMUM EGRESS CAPACITY I Exit Access 74' W/CC�CCUPANTLOAD ATE�TAC[�ESS OCCUPANT LOAD AT EXIT DISCHARGE U ^- -- -` ^� U " \ / FIRE�X[NGU|8HERVVITH75'R4O|UG up EXISTING TO REMAIN EXISTING TO REMAIN NOT IN SCOPE NOT IN SCOPE \ / \ � Seal &8kJnatum: epq OF IN Garnett.OePasquale Laurel Links Second Floor- Pmposed As indicated ' 37O Lexington Ave SuitaN"4O7 6400N1a|n Rd' 11/05/2024 New York,NY1O07 Matt|tuok, NY11A52 A103 2 South Elevation-Proposed Revisions 3/16"=T-O" No. Issue Date 01 Building Permit 11/05/2024 c Notes 01 New Window/Door 02 New Wood Flooring v 03 Custom Millwork _ c 04 New Wall-Painted GWB 1 ITIY l J_ V 'I r II r I 1 I �_L � L , l i l,.L I I 1_ L T i T ! J hITL L h1 T 1 1,11 I)T l 'I II L Ir1 iT LTJr,.11 1 II _L, L� 1,.- i _'-' _r !��`i �IJI� 1 .[ -- r I -r r L. I I-r ITi � ZT_I Tel 1 1 J 11 1 I T 1- r T r �Lr.L _ �_-I © I I r [ 1 L.1 1 r I,-I TL,1- 1,-.,? I ! I I J i ,_, l_ _L.� I r � I 1 I I 1 � I ! I I �7 I ❑❑ ❑❑ ❑❑ r 1 I ❑❑ ❑❑ i.! LJi ,� i_] ,!,1_I i� _ ❑ ❑❑ ❑❑ L�� l; -�JI Tr` - ❑ ❑❑ ❑❑ ❑❑ L ❑❑ ❑❑ ❑❑ 1 I L rIF]❑� ❑❑ ❑❑ 111 I_,l"I�L I ��` 1 L L .1,1,I�i ' I_ �,l I_i 1 I I_L_Ir1 i, 1 I I I I I ! I �- Ll T_1 T❑1 1. I . I_ TT, ; 1.� T_I_LL T_, _ L ❑ I 1 1 I,L,1. I T i �` T - L I �_'� II L _ 1 L[ I L1I;LI ...I T T i-I ! I L TIT, .T I� i > I' I 71 II II I I I I I I, I � II I I II � I' I I I I' I. i', I I II I I I. II� I � I '� I I I I� I I I I i II I I I r l I I I I 'I I I Il i III !I I� � II III II I III' I' ! I� I � I I 11 II ' I III I II I II I 1 I I_ II ' I I I 'I''�1, !'L � 'I I L I I I I I I I II �I L I'I I� I'� I I I I''. I '� '.I I I it� I �I, I Second l; I III I I I l i�L�I'1�!.I:�!-`L!'.:::�.1 ice.� l�yl�l l{„Y,��.IJ�I� .1L 1J�1�1�1 ter—4 Li:+I lti::i��L1.'U.��I Lal.��l.�',�I�(I:I: ' '1�.' '1,. L -WW�fl i— I !_`I�.I �LIIr..�r�L.. �L.. � LI__, ,.rJ-�l.1�,1._.11_i.L—_.. 1 i��.V_,11.��,a1.1L_, 1.{_,,, I I I I I ,.j,u 'I I I � I I, , I i_� I nd Floor \] II I �� ., _u�. - ... __ �� -I� � _.�11',__ �1-t1 .IJ-L ._1—r __ - �ia1..�� ..0 - —,i� —il x.1_l,a�-. 1 -llu- �.� � .� 1 � 1 ._l �.�-`T l ,l • -' -44 a,�' - .�.,{: f '� 1 11"I�I i- it' -�' - `f t' — u1. ;I,I, .I IT+II T'i, II �I CI! ll 1 II lI 7 �l� II 1I 'I l" (`, i II TI I- ti II I.t �' 1- 1 i � Iri l i I l I I �I714 E113 r IT1 1 E112 ❑r E111 E110 E109 ! E108 1 I_ I_ E107 E106 E105 E104 I ! E103 - I . , 1T L 1 1 I i I - I 't o1 01 01 01 . 01 T 01 i I_. (1 l a D i 01 01 01 T_ i 01 1 L 1_:_ I I ]. I 1 \ / I I 'I ! Il i I ' C i J/ First Floor [min o -o � — - -- - - - - - — — — — — — — - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AREA OF WORK Door Schedule Door Finish Opening Door Operat T.O.Finish Door No. Function Room Name Operation Type ion Manufacturer Width Opening Thickness Material/Finish Notes Basement Level 006-1 Interior Janitors Closet Swing RH TBD 3'-0" T-0" 0'-2" E001 Exterior Lower Level Swing LH TBD 3'-6" 6'-8" 0'-2" Steel Equipped with Panic Hardware Lobby E002 Exterior Storage Overhead Roll up TBD 3'-6" 6'-8" 0'-13/4" Steel Door F.F.Level 01 E101 Exterior Bar Dobule Door NA Marvin Windows and Doors 6'-2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Equipped with Panic Hardware Swing E102 Exterior Bar Dobule Door NA Marvin Windows and Doors 6'-2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Swing E103 Exterior Bar Sliding NA Marvin Windows and Doors 6'-2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E104 Exterior Bar Sliding NA Marvin Windows and Doors 6'-2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E105 Exterior Bar Sliding NA Marvin Windows and Doors 6'-2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E106 Exterior Bar Sliding NA Marvin Windows and Doors 9'-111/2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E107 Exterior Bar Sliding NA Marvin Windows and Doors 9'-111/2" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E108 Exterior Bar Swing RH Marvin Windows and Doors 3'-8" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Equipped with Panic Hardware E109 Exterior Lounge Swing LH Marvin Windows and Doors 3'-8" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Equipped with Panic Hardware E110 Exterior Lounge Sliding NA Marvin Windows and Doors 16'-0" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E111 Exterior Lounge Swing RH Marvin Windows and Doors 3'-8" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Equipped with Panic Hardware E112 Exterior Dining Room Swing LH Marvin Windows and Doors 3'-8" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Equipped with Panic Hardware E113 Exterior Dining Room Sliding NA Marvin Windows and Doors 16'-0" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior E114 Exterior Dining Room Swing RH Marvin Windows and Doors 3'-8" 8'-6" 0'-21/4" Alum Clad Exterior/Painted Wood Interior Equipped with Panic Hardware Second Floor 201-1 Exterior Office Swing RHR TBD 2'-9" 8'-4" 0'-13/4" Interior Glass Door To Comply With NYSBC 404.6.1 202-1 Interior Upper Foyer Swing RH TBD 3'-0" 6'-8" 0'-2" Steel 3/4 Hour Rated 203-1 Interior Upper Foyer Swing LH TBD 3'-0" 6'-8" 0'-2" Steel 3/4 Hour Rated Window Schedule Frame Size Ref No. Room No. Manufacturer Operation Width Height Material/Finish Head Height Notes F.F.Level 01 Wo01 Bar Marvin or Similar I Casement 4'-10" 6'-6" 1 Alum Clad Exterior/Painted Wood Interior 8'- ITo Match Existing Windows Seal &Signature: RED ARC DeP,gS ti p �n ��9TF 0345BS �OQ� OF NEM4 Garnett.DePasquale Laurel Links Exterior Elevations- 3/16" =T-0" 370 Lexington Ave,Suite N°407 6400 Main Rd, Proposed 11/05/2024 New York, NY 10017 Mattituck,NY 11952 A200 2 West Elevation-Demolition Copy Revisions 3/16"=T-0" No. Issue Date 01 Building Permit 11/05/2024 TL 1 l .1 ! 'I I I I i- I r i f ; 1 1 ( 1 C ! _ ! Notes LJ 1,1- 01 New Window/Door rI r IF1,1' .l_ 02 New Wood Flooring 03 Custom Millwork 04 New Wall-Painted GWB , � ( 1T11 : III �-_ ] i ❑ T ',_ I Illii � l iI r � III Il I I I 1 l � ❑❑ I I I I i1 ! 1 II { ] 1; i ] I lI �- [ Ll- - -I LT 1I L,II : Ii � II ] 1 I F-1 ` 1 LI1 i 1 I lIT1_! i.I-- 1I-. i— ! ! .. [ I � -' '- ! a ] 1 1-, ( I_ I _I �l_ I a_ �Tl -Lrl i IIII � I: 11 ❑I _ _ I I r I. I i� .I _ Ir i11 i:`z i i Second Floor I1J�11ii _lll i`.I_ T II11.[�II.11 1�!. 1 !I.1-,)_�i ll_ illl_-❑ l L1i..l_ I' r' !.11`i.. ! .1_ I,! I'. i jl -li �.` !I it 1J I!_.i 10' -T_ I ,I IT 1' I ! 1I ❑❑❑ o❑❑ ( ❑❑❑' o❑o I ❑❑❑ ❑❑❑ 1 1 ❑❑❑ ❑❑❑ - 1 h1J � I i 1 1 � I L 01 ]I [._ I IILl.J , � I ] 1I;I,1 T ' HH [ T1 -1 iI f iI ! i JT.L i.TrT I.�,_ 1.-I r 1 ! ! wool ITI;h ! ,T 1 ❑_r-I _L _,_I I_ I _ LJ [ i L,❑;i_�T;1I Ili I i CI 1. 1.Jii I iII ] L [ i I- ] [ I_ I: LLl 11�! I I A Rd � I! -I ! I_ [ ] -I 1.1 I L_ .I-_(_ L J LI f ! L.�_ L 1] ( �1�r 1 — Y I r j- ] �' i.I1 I T- (.I. ( 1Mgt First Floor n L 1 I I iTl i ( _, 1 1 -, , I, - l — 0 -0 i -!-� TT 1 T �T� [ii1 I' _ r_ l l_ L.l Ij 1_ 1,1 .III . C_1 I _� I_ I 1 I.I L> I : I h � ' r 1 AREA OF 1 1 � 1 TT - ( [ C1i1 � l.l l i � LI '1I`:I 1 , 1 T.TI I r I WORK. i ,l [, 1 J I T ? _I.i 1 I 1 , NEW 1T1 I. hI 11,1Ti 1i 1. I 1 �� ❑❑ '�: ...11 WINDOW. LTIL.1' I ❑ ITI.i --- - — -.__. ] ' I T r �_ it I fT1 I [ I T ®'II i�l' 11 1 -. 1 ' -i ! iIJ ! , ❑❑ ❑(❑ 1T1• I I - iTl [' i ;rhJ rI I '1;i ]..1 I[rl=i..I 1 1 L Ti-- 1 L_.,_ i_I,_� L - r - LII ] 1I Basement Level -11'-2" 1 East Elevation-Demolition Copy 1 3/16"=T-0" C � � ..�_ ❑ ' 1 I- l i [ i -❑ i .T r l T- I i:T 1-1 L - J r J .L_ c� v lit I J. i T l P.�? > 11 T I Ii1 I f LL; 1 i I ! ! = : 11I � - [ T Ft I. I > II; c c c a" 1 a It {, 4�-, u Second Floor l� ]11. 77iY _❑ lt'�1('t11 t17L:I[ 1�i. lit TjCi uLI,, 1� l — �7 1 1 L !I �T J l-_ .1 J ❑1J11J�... l i.`lI_l l I i_I 10 11 11 ' I I 1 l 1 1 L 1 -1 1_ Ol \ I �,t..z�`-��c_c� �=� 01 \ !1 I I 1V J i�_� , _ i.; 1, 1" ! [ 1__L_L_1"�_[ ICI.I I_.I L _I ., 7 I ! I I I � >_;� 1 �_,_ �_, �_:��`�� 1,1 y', 1. . � 1_,L�_I ! � ] . f 1 T 1 1 1 E102 x� P E101 (I I I.1 1 r I,_1 T`I II _ i_ l l� l� J I " 'I 11 i I i i 1 I I i 1 i u1 I [ 1I 11i !1J i 1[I 1,1 1 �-�- I !_ i1 T C fI r_C,_L.1r1�I 1 .i 1 -i-,LL J_ T`l` 1 I _ First Floor L. [ _1 L T ]- I_I_,I I I T I_i_�I- I. 1 _ o'-o" r' I i I . 11 i(i � ill , .T -r' [y' 1 i [ Il. lii iII- i1 ! Illi 1I l . i T I I I : II II' 1i _II I � I11.. ! �! l 1J_IT I-`I [ I ( LT( 01 I L-L1T ] i❑..I 1 T 1 Sea!&Signature: T 1 1= AREA OF lr Eoo2 - Ili 1 I,il ' [ l Ili] i ( TII' [ IC ! IliilllT [ Il. WORK ! [ I [ 1I i _I 'iI1 ! i l l -- l i I „cD aAo = [,l L 1. �' f(I 1 (; I -_I,(FI�[ i , ', _ Basement Leveler �aE DePq I 0345BS OF NEW Garnett.DePasquale Laurel Links Exterior Elevations- 3/16" =1'-0" 370 Lexington Ave,Suite N°407 6400 Main Rd, Proposed 11/05/2024 - New York,NY 10017 Mattituck,NY 11952 A201 4 Interior Elevation-Lounge N 3 Interior Elevation- Lounge E Revisions 3/8" =1'-0" 3/8" =1'-0" No. Issue Date 01 Building Permit 11/05/2024 MODIFICATION OF EXISTING SPRINKLER SYSTEM IN ACCORDANCE:WITH NFPA13 F=Nelr ' Existing 1 ' Glass Partition ion , hour rated fire To Comply With partition • NYSBC 404.6.1 / � I Notes • ' ' \ \ 01 New Window/Door 02 New Wood Flooring �\ /' ` � \ 03 Custom Millwork 03 o �\ 03 \\ � 03 ��\ 0 04 New Wall-Painted GWB 04 \ 01 Office 04 /, 80 To Mech Rm Office ' \ O \ \ \\ i 02 ---- --- - -- • Second Floor ` j j Second Floor L . - - _ - _ - - - - - - - _ - _ - - - - - _ - _ - _ . _ . _ . _ - - • _ - _ - _ . _ . _ . w . _ . _ . - - - . _ - - . — . _ - .. — . - _ . 10'-11'1 Infill floor to match existing 1 Infill floor to match existing 1 hour fire rated construction hour fire rated construction \ \ / r \ / r Lounge \ Q b Lounge o `� o First Floor ' ` First Floor 0'-0" 4 r 01-01, 2 Interior Elevation-Lounge S 1 Interior Elevation- Lounge W 3/8"=1'-0" 3/8"=1'-0" ' Existing 1 I ( Fireplace New 1 hour • it hour rated)fire Removed rated partition Glass Partition • With partiition f N SBC Comply 04.61 • / \ / \ `\ b Office % �\ To Mech Rm I Office ' co �� \� \� \\ co I ( 03 03 203-1 \ \ , � 03 \` I Infill floor o match existing 1 ' Second Floor \\ �/ hour fir4ated construction \� v C / Second Floor I H -- ' ' L . - • - • - - - - - - - -- • -- - - • - - - - - - - • - - - • - - - - • — • � • — • — • — • - - - - - - - • — • - - - • — • — • � - Infill floor to match existing 1 hour fire rated construction 1 I ( o 0 L u e \ o Lounge `\ o E109 — ( E111 \ \\ Exist I InC penings �' I E110 Seal&Signature: First Floor First Floor �RE�ARe 01-01, 01-01, ��SP 3, DeP,q � SQ � y_ I 034585 OF NEW Garnett.DePasquale Laurel Links Interior Elevations-Lounge 3/8"=1'-0" 370 Lexington Ave,Suite N°407 6400 Main Rd, Proposed 11/05/2024 New York,NY 10017 Mattituck,NY 11952 A501 4 Interior Elevation-Main Dining Room S 7 Interior Elevation-Grill Room E Revisions 3/8"=1'-0" 3/8"=1'-0" No. Issue Date 01 Building Permit 11/05/2024 r I r ' r .—i _I- Notes 01 New Window/Door E112 a E113 j p E114 j 02 New Wood Flooring 03 Custom Millwork �_T— _�_.,__l.__ � Oil New Wall-Painted GWB LL First Floor - C- 01-01, -- - � - -- - 3 Interior Elevation-Main Dining Room E(No Change) 3/8"=1'-0" I 01 / El \ E102 (No Change) I \\ p -1- C--� r11 �\ ,� First Floor p/ First Floor 0'-0" 0'-0" 2 Interior Elevation-Main Dining Room N(No Change) 8 Interior Elevation-Grill Room W(No Change) 3/8"=1'-0" 3/8" =1'-0" \ \ \ \ \ \ \ (No Change) / / ' First Floor p 0'-0" 1 Interior Elevation-Main Dining Room W 3/8"=1'-0" ❑❑❑�❑❑❑ ❑❑❑ ❑❑❑ I❑❑❑ I I ❑❑❑ ❑❑❑ ❑❑❑ (No Change) En 01500 PEE RIO EE� DEE ��E \ / W001 �F P�� ❑❑ ❑❑ ❑❑ ❑❑ \ / New Window To Match \\ /� Existing \ / Seal &Signature: IL------- ==j EE 01 11 IE �/ %V/ \ �ptED ARC S. DePq fRth .. First Floor p First Floor n 0'-01, 01-011 034565 OF NE`� Garnett.DePasquale Laurel Links Interior Elevations-Main 3/8"=1'-0" 370 Lexington Ave,Suite N°407 6400 Main Rd, Dining Room Proposed 11/05/2024 New York,NY10017 Mattituck,NY11952 A502 1 Interior Elevation-Grill Room N Revisions • 3/8"=T-0" No. Issue Date 01 Building Permit 11/05/2024 Notes 01 New Window/Door 02 New Wood Flooring 03 Custom Millwork 04 New Wall-Painted GWB (Stair Removed) r - - - - - - - - - - - - - - - - - - - - - -� I I I I I I I I First Floor 0 0'-0" 3 Interior Elevation-Grill Room S 3/8"=T-0" -1 F1 n 11 EIEI FIE] 1-11-1 FE :1:1 T] Fl. F1 1-1 rn [�Di F-T-1. F-11-1 01 0 01 01 01 01 E103 i q E104 d E105 4 d E106 a D E107 D E108 Seal&Signature: �. piED AR i 6 f First Floor Ali 0'-01, » +a 034585 �QQ� OF NEB Garnett.DePasquale Laurel Links Interior Elevations-Grill 3/8" =T-0" 370 Lexington Ave,Suite N°407 6400 Main Rd, Room Proposed 11/05/2024 New York,NY 10017 Mattituck,NY 11952 A503 �P At 5 15 to qas�so GENERAL NOTES 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 ABBREVIATIONS AND SYMBOLS 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 1. THE STRUCTURE IS DESIGNEI)IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. CODE 2020. ALL WORK SHALL,CONFORM TO LATEST N.Y.S. BUILDING CODE AND 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 PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH . 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 ARCH ARCHITECT PSL PARALLEL STRAND LUMBER ALL RULES AND REGULATIONS. , ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE BC BOTTOM CHORD RF ROOF Q)Lan( rp GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. BEL BELOW R.J ROOF JOIST ^ Andrews 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW ��.n 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 BM BEAM RTNG RETAINING YORK STATE BUILDING CODE 2020. 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 BO BOTTOM OF SCHED SCHEDULE E n g i nee ring PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE BP BASEPLATE SECT SECTION 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND s „ 158 County Rd. 39, Suite 10 PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2 /4 BACKFILL SIDE. FRONT SIDE BEAD ALONG THE MEMBER LENGTH. BOS BOTTOM OF STEEL SF SQUARE FEET Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" BRCG BRACING SHTHG SHEATHING Office: (631)259-3959 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE %"TOP,3"BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING BRG BEARING SIM SIMILAR Info@DiLandroAndrews.com LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE BS BOTH SIDES SOG SLAB ON GRADE Certificate No.: 0019523 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. BW BOTH WAYS SPEC SPECIFICATION A. LIVE LOADS: UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE C CAMBER SS STAINLESS STEEL UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. CA COLUMN ABOVE STAG STAGGER Professional Seal SLEEPING ROOMS: 30 PSF SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LAMINATED VENEER LUMBER, LAMINATED CANT CANTILEVER STIF STIFFENER ROOMS OTHER THAN SLEEPING ROOMS: 40 PSF REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE CB COLUMN BELOW STL STEEL ROOF: 20 PSF INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND CC CENTER TO CENTER STRUCT STRUCTURAL SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: CF CUBIC FOOT TO TOP OF B. SNOW: ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL CIP CAST IN PLACE TC TOP CHORD OCCUPANCY CATEGORY 1I CONCRETE NOTES CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS CL CENTERLINE TEMP TEMPORARY GROUND SNOW LOAD,Pg 25 PSF REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER "G-P LAM" AS MANUFACTURED BY THE COL COLUMN TOC TOP OF CONCRETE EXPOSURE FACTOR,Ce 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM"AS MANUFACTURED BY THE CONC CONCRETE TOF TOP OF FOOTING THERMAL FACTOR,Ct 1.0 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION CY CUBIC YARD TOS TOP OF STEEL BELOW,UNLESS OTHERWISE NOTED: LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL IMPORTANCE FACTOR,Is 1.0 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH DIA DIAMETER TOW TOP OF WALL NEW FLAT ROOF SNOW LOAD,Pf 20.0 PSF BE PARALLAM AS MANUFACTURED BY WEYERHAEUSER. LAMINATED YD A MINIMUM YIELD STRENGTH OF 70 000 PSI. STANDARD ASTM A615 GRADE 60 DET DETAIL TYP TYPICAL USAGE 28 DAY MAX AGG. STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED �. N" Y 'p DN DOWN UON UNLESS OTHERWISE NOTED � C. WIND DESIGN DATA: STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. � UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. DWL DOWEL VIF VERIFY IN FIELD O WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" DESIGNATED AS LVL PSL AND LSL MATERIAL SHALL BE AS FOLLOWS: EF EACH FACE W/ WITH r F i m w WITH ASCE 7,SECTION 28.5,SIMPLIFIED METHOD A. SLAB ON GRADE 4000 S.C. 1 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING EOS ' EDGE OF SLAB WP WORKING POINT .. OCCUPANCY CATEGORY II C. PIERS 4000 S.C. 1" SLABS UNLESS OTHERWISE NOTED. EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT BASIC WIND SPEED(3-SECOND GUS 130 MPH D. RETAINING WALLS 4000 S.C. 1" 2.0E LVL 2.0E PSL 1.55E LSL EQ EQUAL Op 7Sk IMPORTANCE FACTOR,Iw 1.0 FB(FOR DEPTHS_< 12") 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING 2600 PSI 2900 PSI 5 PSI EX EXISTING 9�FESSk = 232 EQUIPMENT WHETHER SHOWN ON THESE EXPOSURE C 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE PADS SUPPORTING MECHANICAL FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI F FOOTING DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 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 FDN FOUNDATION PER ASCE 7,SECTION 30.4,SIMPLIFIED METHOD AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 31O PSI FIN FINISH (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-O"OF BUILDING WALL CORNERS): C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI FJ FLOOR JOIST FRAMING NOTES: ' FLG FLANGE 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH) SPECIFIED AS LVL MAY BE FRMG FRAMING SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF 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, FT FEET THE BUILDING STRUCTURE, IS THE RESPONSIBILITY OF THE GENERAL 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 FTG FOOTING CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED 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 GALV GALVANIZED W ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. GLB GLUE-LAMINATED BEAM FOR EACH PARTICULAR LOAD. GR GRADE 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 HDR HEADER 0HGR HANGER Z 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP HORIZ HORIZONTAL _I CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN HSB HIGH STRENGTH BOLT SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT IN INCH LICENSED IN THE STATE OF NEW YORK. A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL INFO INFORMATION B. FOUNDATION CONCRETE -3" TO 6" JST JOIST 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE 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 K KIP RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR LONG MINIMUM AT 314" O.C. AND F-O" AWAY FROM CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) KSF KIP PER SQUARE FOOT V SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE 5. MIXING, TRANSP07TING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". LB LAG BOLT INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 301. LL LIVE LOAD CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: LLH LONG LEG HORIZONTAL PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 6. 'THERE SHALL ME NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS LWC LIGHTWEIGHT CONCRETE BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 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 LVI, LAMINATED VENEER LUMBER APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, MAX MAXIMUM Q SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 MC MOMENT CONNECTION 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT 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 MIN MINIMUM c/ DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND 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) NTS NOT TO SCALE W PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 NWC NORMAL WEIGHT CONCRETE z i! INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR CONTRACTOR TD 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 OC ON CENTER W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN P/C PRECAST J W OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES G. SHEAR CONNECTORS: 3/4" 0ASTM A-108 PAF POWDER ACTUATED FASTENER F_ V OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE 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. PCr POUNDS PER CUBIC FOOT STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR PL PLATE 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 PLF POUNDS PER LINEAR FOOT 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE PLWD PLYWOOD SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. PSF POUNDS PER SQUARE FOOT 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 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% THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% 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% 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR AND VERIFICATION. FRAME CONNECTIONS. TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS CV 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 U') 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. 0) CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION r 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING Y-O" SHALL HAVE A DOUBLE JACK STUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. Q r ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. Q >- ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD 0 z Z 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY 11. PIPES OR CONDUITS PLACED IN SLABS 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 0 CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL DIAMETER LARGE" THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. z V SUPPLIER, ETC. IN LIEU OF ]'REPARATION OF SHOP DRAWINGS, SIGNIFIES HIS CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS _ Q ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND 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 OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE C�C F- ANY ERRORS THAT MAY OCCUR HERE ON. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF G 0 STIFFENERS. U C) z 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. DIMENSIONED WOOD FRAMING NOTES: , W CD REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN p 'CI" C<C W PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND DRAWINGS. ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING 0� C4 G ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE a 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 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING JOISTS,RAFTERS AND STUDS: APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL �/89 ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. SUBMISSION OF CONCRETE TEST MIXES. OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING Revisions DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH),NO. 2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS FB (BASE)=850 PSI REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES No. Date Description WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FV BASE AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. 1 __/__/__ FOR PERMIT WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO (BASE)-- 180 PSI FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL E(BASE)= 1,600,000 PSI 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED 2 RESPONSIBILITY AND LIABILITY THEREFROM. M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL 3 REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR -/-/ ---- 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF 19%OR LESS. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. 5 --/--/-- ---- ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND CERTIFICATE OF OCCUPANCY. REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : VAN 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : VAN ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY Checked By : AA GOVERN. REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS,MEMBERS,ETC.)MAY BE USED RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING IF SUCH SUBSTITUTION OR .ALTERNATES ARE SUBMITTED TO THE ENGINEER 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 LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 01/02/2024 FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 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 Scale: AS NOTED SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND 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. - SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE OTHERWISE NOTED ON PLANS. RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13, WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER V U I SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: JAN 1 0 2021") DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4 TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE e COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR UNLESS OTHERWISE NOTED. NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. S000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL INDICATED. 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 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# ------------------ DiLandro Andrews E n g i n e e r I n g .......... -0 — — — M — — — 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com — — — — — — — — — — — — — — — — — — — — — — ��S�O3 Certificate No.: 0019523 Professional Seal Of NEW), 0 SN R m cc .... ... 720 FES I J J7.-1 -1 C/) - - -- - - - - - - - - - - - Ll- - - - - - - ........................ ...........2......... =........... ........... ... ........ ......................... .......................... ............................................................................................. 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SHORT'OF -�"ra�= �n g i n c e r i n c� , MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE �—•----d-=-- 158 County Rd. 39, Suite 10 - Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE 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 IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL Ix ZWRAP W.W.F.AROUND CONT.#4 �Or- NEWY g �P� O�� VAPOR RETARDER, SEE PLAN FOR NOSING BAR, EDGE W/ RADIUS TOOL ENFJ LAP EDGES 24"AND TAPE, REINFORCEMENT a- 1'-0" OMIT AT EXTERIOR SLABS w 01SEE PLAN FOR CHANGE _ '" m cc Uj cWi� MIN IN ELEVATION — 2� I F 11 F _ (E)48"x48"x12„ (E) 12 THICK CONC FTG 97 O I (VIF DIMS SHOWN) Cy I pFESSIONP� CONC FTG(VIF) _ 1 L �`�" L 4'-0,� PROVIDE CONT.CHAIR AT REFER TO GE�O TECH. 0 0 T �ii— i (i I REINFF.AT AX EL. SHOWN O MAINTAIN REPORT OR 6 MIN. � � i O I _T C3 0 GRANULAR SUB-BASE ! O I ( 1L _ NATURAL"CUT"GRADE OR I COMPACTED SUB-GRADE I Im J TYPICAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL 3 I NEW 48"x--12'-3"x12"CONC FTG S-101 O , O REINF W/#5 REBAR @ 12"o.c. EACH WAY TYPICAL SLAB ON GRADE DETAIL CONNECT TO(E) FTGS S3"CLEAR OEE DEVER TAIL 2 J F F I O O I 0 I I a I °- I a l I i _ _ __ _ _ _JL -_--_ � o z o L ___I LLU) (n oQ Z o i= n�. u� ate. #5 DOWEL @ 12"O.C., O #5 DOWEL @ 12"O.C., TYP. HILTI HIT-200+ HAS z Of TYP. HILTI HIT-200 + HAS IJ— O 5" 5" P- �L 5" 5" FOOTING WALL ADD CONCRETE 3 TYPICAL FOUNDATION DOWEL DETAIL S-101 SCALE: 3/4"= 1'-0" N LID r Q� z_ . O ZO z / 0 0 W O Q W LEGEND FOUNDATION PLAN ° C � � 1 d S-101 SCALE: 1/4"= V-0" 0 - INDICATES FOUNDATION WALL. 4000 Revisions PSI COMPRESSIVE STRENGTH MIN. No. Date Description 1 --/--/-- FOR PERMIT - INDICATES FOUNDATION WALL SHELF, 2 --/--/-- ---- SEE DETAILS FOR SIZE 3 4 --/--/-- ---- x'-x" - INDICATES TOP OF SLAB ELEVATION 5 --/--/-- ---- FROM DATUM ELEVATION [-X'-X-X'7 - INDICATES BOTTOM OF FOOTING Designed By : VAN Drawn By: VAN EL. FROM DATUM Checked By: AA C - INDICATES CONTINUOUS/ISOLATED FOOTING, 4000 PSI COMPRESSIVE Date : 01/02/2024 STRENGTH MIN. Scale: AS NOTED NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. 0 1 Sheet# _j DiLandro . } . Andrews Engineerinr� 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 " Office: (631)259-3959 Info@ Di LandroAndrews.com Certificate No.: 0019523 F r-,, Professional Seal 02 n cn °co M €ri h € I Ci t^^i t_3 cam". CL ��OF N �+ ULLI CL 14x53 IF-11 � FE Or NEW COLUMN ABOVE NEW COLUMN ABOVE &BELOW ADD &BELOW,ADD _ (EYW14x53 VI- (E)W14 31/I STIFFENERS TOE STIFFENERS TOE (E)STL_BM cam% AN,G Q,G BEAM, SEE DETAIL BEAM,SEE DETAIL) 0 G� r) o M c ..(E W14x53 VIF q� q� Dye LO TYP-- `C `� `fit Z o ~ o fi'�Q mc' 6 c"� Q W ~ .``3' 4 S-300 r �� \ W14x53 V E) 4 53 VIF—_ �n � II II II II II Z , E)Wf 4i53�V`TF - ( � _ _ __ I (E W14x53 VIF � Y[ Q B '° : O CY CAI �g ........,... :: r r { LO Z X Q �:.9 I I :°„1 C 5 M C7 ' W �__ ..... �, mn co Cr a` ( I i W w =`Ld LL — A29 {ial O cr_ C3 { C) CJ €aJ € \\Fi L0 II CF) L..j vaa:essaae sce mcAxm � C`' z 7 O� Z O Z L) Q . . L 0 o � � W � �C W FIRST FLOOR FRAMING PLAN 1 2 FIRST FLOOR FRAMING PLAN �. S-102 SCALE: 1/4"= 1'-0" S-102 Revisions MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW No. Date Description (FT-KIPS) 1 --/--/-- FOR PERMIT AK) BEAM MATERIAL � " INDICATES STEEL COLUMN ABOVE/BELOW 2 --/--/-- --- 401 BEAM SIZE SPAN DIRECTION GJ\Go - INDICATES STEEL COLUMN ABOVE 4 NOTES: GJ --/--/-- RAFTER PITCH ! EXTENTS OF 5® _ INDICATES WOOD POST BELOW ® - INDICATES LOAD BEARING WALL BELOW DIRECTION FRAMING d 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND(3)-2X POST FOR 2x4 WALLS. ® (2) 1 3/4x 11 7/8 LVL ,—,1 N ® - INDICATES WOOD POST ABOVE/BELOW - INDICATES LOAD BEARING WALL ABOVE 3700 2B-01 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A } a ❑ - INDICATES WOOD POST ABOVE -INDICATES SHEAR WALL Designed By: BEAM END REACTIO N VAN L SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) MOMENT `�JOIST/RAFTER Drawn By : VAN (KIPS-STEEL) CONNECTION TYPE.& SPACING WOOD POSTS TO BE 2 2X MINIMUM U.O.N. Checked B 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS COLUMN ( ) By : AA AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. " 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL 5. FLOOR SHEATHING TO BE 23/32"STRUCTURAL I SHEATHING MIN GLUED AND SCREWED, Date : 01/02/2024 UNLESS OTHERWISE NOTED. Scale: AS NOTED 6. TOP OF STEEL TO BE 1 1/2"BELOW BOTTOM OF SUBFLOOR U.O.N. FRAMING LEGEND HEADER SCHEDULE H-1 - INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL S � l 02 H-2 - INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL H-3 - INDICATES HEADER TO BE(2)- 1 3/4x11 7/8"LVL Sheet# 0 LL7 (M / \� ' g DiLandrO Andrews Encai nee eing g " (E)--HD E"H RV1 _RMINa- 2x16 ? E -WIN 1/2x16PQ�N 2 EAM,A _4 158 County Rd. 39, Suite 10 3-1/2x16 POWERBEA - Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Certificate No.: 0019523 Professional Seal E W 16x40 I TO REMAIN m m I I w w I wzl � pm C) 0 � C) lOFN�V�,``*, w� CID to O X X F— e— p C, > '4 C\I Ik cri ch r uU rr, a ........................................................... �97�0� 9pFFSS1ONP� VIF LPRIORTO E COLUMN AB E VIF(E)CONNECTION EAR ; PRIOR TO 5 CTION VIF(E) CONSTRUCTION, REPORT FINDINGS TO ` TY COLUMNENG N 6 /� , ABOVEBOLTS S-30>Y \ � f/ VIF(E)COLUMN & a,z a SHEAR PLATE.a V. E)W16x40 VIF— = z Ai --' -( -- --- - - CONNECTION PRIOR Q Q Q� G \ G TO CONSTRUCTION, NEW COLUMN REPORT FINDINGS TO II BELOW,ADD ENG rr nn STIFFENERS TO(E)Zz V BEAM, SEE DETAIL _�E)W16x40 z TO REMAIN EXIST. - OPENING NEW COLUMN �� BELOW,ADD / \ STIFFENERS TO(E) uj z BEAM, SEE DETAIL C6 o _ E 5-1/2x16 POWERBEAM � O LL is O W / EXIST. OPENING W16x40 TO REMAIN N z Z_ U �_- > E-- O C) C) aw 0 SECOND FLOOR 1 00 FRAMING PLAN S-103 SCALE: 1/4"= 1'-0" Revisions MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW No. Date Description (FT-KIPS) Gp 1 --/--/-- FOR PERMIT BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW 2 --/--/-- '--- GO 3 --/--/-- -- BEAM SIZE SPAN DIRECTION GJ\ - INDICATES STEEL COLUMN ABOVE 4 --/--/-- ---- NOTES: RAFTER PITCH EXTENTS OF GJ 5 '-/--/-- ---- DIRECTION FRAMING ® - INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. ® (2) 1 3/4x 11 7/8 LVL �—,�� '`d ® - INDICATES WOOD POST ABOVE/BELOW E: � -INDICATES LOAD BEARING WALL ABOVE : .. M .: 3700 2B-01 N 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIOZN a E] - INDICATES WOOD POST ABOVE 0 -INDICATES SHEAR WALL Designed By : VAN SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) LLL MOMENT �—JOIST/RAFTER Drawn By: VAN 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Checked By : AA AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER COLUMN OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS / HEADERS JOIST/ RAFTERS COLUMN / POST WALL '::. 5. FLOOR SHEATHING TO BE 23/32"STRUCTURAL I SHEATHING MIN GLUED AND SCREWED, Date :Scale: 01/02/2024 01 NOTED UNLESS OTHERWISE NOTED. FRAMING LEGEND 6. TOP OF STEEL TO BE 1 1/2" BELOW BOTTOM OF SUBFLOOR U.O.N. HEADER SCHEDULE H-1 -INDICATES HEADER TO BE(2)- 1 3/4x7 1/4"LVL S � l 03 H-2 -INDICATES HEADER TO BE(2)- 1 3/4x9 1/4"LVL H-3 -INDICATES HEADER TO BE(2)- 1 3/4x11 7/8"LVL Sheet# z DiLandro Uj FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ..ro a_ �.. ._ A n d re Ws J DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS ---- - Engineering c" A 158 County Rd. 39, Suite 10 —� ROOF FRAMING o 1/2"O A307 THRU BOLT RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST Southampton, 9968 0'-6" 1'-4" Office: (631)25 -395-3959 MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING Info@DiLandroAndrews.com O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP QUANTITY NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM Certificate No.: 0019523 COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE BOARD AND JOIST W/16d AT BOARD AND JOIST W/16d AT BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END RIM BOARD TO RAFTER,END NAILED (2)16d EACH END 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS,SEE Professional Seal FRAMING PLANS FRAMING PLANS ROOF RAFTERS TO RIDGE CONT. RIM BOARD OVER A 1/2"!1J A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAFTER OPENINGS IN SUPPORTING CONT. RIM BOARD OVER iv WASHERS @ O.C.W/ (2)LJc EACH END FACE NAIL (3)16d PER RAFTER WALL BELOW. NAIL OR OPENINGS IN SUPPORTING o WALL FRAMING SCREW VERT. 2X BLOCKING WALL BELOW. NAIL OR TO RIM AT LOCATIONS OF SCREW VERT. 2X BLOCKING TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT POSTS FROM ABOVE TO RIM AT LOCATIONS OF TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE POSTS FROM ABOVE FACE NAILED 24"O.C. MULTI-MEMBER CONNECTION DETAIL TOP OR STUD,FACE NAILED 16d ,6"O.C.ALONG R2x6 S TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 1 BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO 0� NE iN 1'O S-300 SCALE: N.T.S. STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT WALL PLATES W/16d WALL PLATES W/16d PROVIDE SOLID,TIGHT FITTING LVL �� N�N/iY `� DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING BELOW STUDS f3 DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (8)16d NAIL JOISTS TO WALL JOINTS,FACE NAIL IN LAPPED AREA CENTER JOISTS ON INSIDE SIMPSON STRONG TIE HHUS 16d PLATES W/(4)-10d. LAP TOP LAP TOP PLATES AT FACE STUD WALL 0` BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16" O.C.ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED PLATES AT CORNER AND CORNERS AND LVL GIRDER APPLICATION FACEMOUNT HANGER FOR 4 8d INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE FILL CAVITY WITH 09 20 TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE TOP PLATES 24"(MIN.)AT TOP PLATES 24"(MIN.)AT INSULATION. SEE AR�FESSI�NP� FLOOR FRAMING END JOINTS. END JOINTS. ARCHITECTURAL DRAWINGS JOIST TO SILL OR GIRDER,TOE NAILED (4)8d PER JOIST FOR MORE INFORMATION BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST • JOIST PERPENDICULAR TO VIEW JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST JOIST PARALLEL TO VIEW BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL (2)16d 12"O.C. EXTERIOR WALL DETAIL STRUCTURAL PANELS 8d 6"O.C. 4 S-300 SCALE: 3/4"= V-0" 2 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 3 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. COLUMN z STEEL COL., SEE PLAN J WIDTH 2 N :D (E)WOOD STUD WALL +6 0 p + (2)-3/4"0 F1554 GRADE 36 Q o U 1/4 I I ANCHOR BOLTS W. 12" W FLOOR FRAMING, SEE PLAN ASSEMBLY,VIF EMBEDMENT AND 3"HOOK LOCATE BETWEEN (E)STUDS CENTER O O 4"THICK BASE PLATE ON LINE "THICK LEVELING PLATE 1„ lot TO MATCH BASE PLATE Z Uj z 12 0-1 2 DIMENSION ON 2 i EXTERIOR FACE OF ❑ a C 1 " NON SHRINK GROUT G FOUNDATION WALL m 0 FOUNDATION WALL, SEE , CENTER PLAN AND DETAILS FOR LLJ LAE REINFORCEMENT —� H PROVIDE BLOCKING F— LL BETWEEN JOISTS PLAN c`+D ELEVATION x F- COLUMN w TYPE 1 BASEPLATE WIDTH ❑ +6" Z STEEL COL., SEE PLAN (E)8"CMU WALL SIN 0 (4)-3/4"0 F1554 GRADE 36 O 0 1/4 ANCHOR BOLTS W. 9" O O I I EMBEDMENT AND 3"HOOK CENTER _ E —,_ "THICK BASE PLATE ON (V O O 4"THICK LEVELING PLATE TO MATCH BASE PLATE Z 0) DIMENSION ON w r`IN O. 11, 0_11�� r 2 2 1 "NON SHRINK GROUT w w mo FOOTING, SEE PLAN AND DETAILS FOR Q 5 FJ TO EXIST WALL C LINER REINFORCEMENT O z z S-300 SCALE: 3/4"= 1'-0" 2 Y O PLAN Q ELEVATION z U w TYPE 2 BASEPLATE Q ❑ STEEL COL., SEE PLAN •`�N U O O COLUMN WIDTH +1/2" 0 0 (2)-3/4"0 F1554 GRADE 36 �- w Qw U 114 ANCHOR BOLTS W. 12" b I EMBEDMENT AND 3" HOOK a CENTER O "THICK BASE PLATE ON END OF BEAM WHERE BEAM I I LINE LLI "THICK LEVELING PLATE TERMINATES OVER COLUMN I I 5/16TYP TO MATCH BASE PLATE w Revisions I I � 0111111 DIMENSION ON g I.=_. ❑ a No. Date Description co 1 J"NON SHRINK GROUT w w + FOUNDATION WALL, SEE 1 __/__/__ FOR PERMIT = COLUMN WIDTH +3 1/4" 2 ❑ PLAN AND DETAILS FOR 2 1/4 AT STIFF a REINFORCEMENT -- STIFF PL 1/2 x FULL HEIGHT 1/4 PL 1/2,TYP 0 CEN ER EA SIDE Z LINE 3 v 4 --/--/-- ---- J PLAN ELEVATION 5 0 v TYPE 3 BASEPLATE Designed 'By: VAN Drawn By : VAN BEARING PLATE W/3/4 0 5/16 TYP TYPICAL STEEL BASE PLATE DETAILS Checked BAA A325 BOLTS (2 EACH SIDE). LENGTH&WIDTH AS REQ'D y . " 77 MINIMUM PLATE THICKNESS I I-.— HSS COLUMN TO MATCH FLANGE THICKNESS Date : 01/02/2024 Scale: AS NOTED 6 COL @ CONT. BEAM CONNECTION S-300 SCALE: 3/4"= 1'-0" S �300 Sheet#