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Home My WebLink About41704-Z ��q`pSUFF�L,fcoG� Town of Southold 6/6/2018 a P.O.Box 1179 53095 Main Rd �'yA ��O`r� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39692 Date: 6/6/2018 THIS CERTIFIES that the building COMMERCIAL Location of Property: 230 Corwin St, Greenport SCTM#: 473889 Sec/Block/Lot: 48.-244.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/17/2017 pursuant to which Building Permit No. 41704 dated 6/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations in an existingbfor or a production distillery(no retail)as applied for. The certificate is issued to Duke&Cane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-16-0010 5/21/2018 ELECTRICAL CERTIFICATE NO. 18-46654 4/25/2018 PLUMBERS CERTIFICATION DATED 4/25/2018 MJK Plumbing&Mechanical tho d ignature ��O�gUEFOI,�coG� Town of Southold 6/6/2018 0 P.O.Box 1179 a' 53095 Main Rd �50! Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39693 Date: 6/6/2018 THIS CERTIFIES that the building COMMERCIAL Location of Property: 230 Corwin St, Greenport SCTM#: 473889 Sec/Block/Lot: 48.-2-44.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/17/2017 pursuant to which Building Permit No. 41704 dated 6/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior alterations to an existingbuiding for vinegar production(no retail)as applied for. The certificate is issued to Duke&Cane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-16-0010 5/21/2018 ELECTRICAL CERTIFICATE NO. 17-48214 12/29/2017 PLUMBERS CERTIFICATION DATED 4/24/2018 PAtTlumFN&Meebyanical w ut riz ignature �gUFFocK 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#: 41704 Date: 6/6/2017 Permission is hereby granted to: Duke & Cane LLC 15 Clamshell Ave East Hampton, NY 11937 To: construct interior alterations to existing commercial buildings to be converted into a production distillery (no retail) and vinegar production as applied for per SCHD & Planning approvals. At premises located at: 230 Corwin St, Greenport SCTM # 473889 Sec/Block/Lot# 48.-2-44.3 Pursuant to application dated 4/17/2017 and approved by the Building Inspector. To expire on 12/6/2018. Fees:' NEW COMMERCIAL, ALTERATION OR ADDITIONS $8,744.40 CO -COMMERCIAL $50.00 Total: $8,794.40 ' f B 1 pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTIVIENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE, OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use. 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder uscd in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of coin pleted site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and'!pre-existing" 1. Accurate survey ofproperty showing all property lines,streets,building and unusual natural of pographiicuses: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. April 11 , 2017 New Construction: Old Or ht-existing Building:, }� y±' (check one) Location of Property: 230 Corwin Street Greenport House No. Street Hamlet Owner or Owners of Property: Duke & Cane LLC Suffolk County Tax Map No 1000, Section 4$ Block 2 Lot 44.3 Subdivision Filed Map. Lot: Permit No. �� ) D Date of Permit. Applicant: Duke & Cane LLC Health Dept,Approval: 7/17 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:X_ (check one) Fee Submitted:$ 150 Ap int Signature Certificate of Compliance ............................................................................................-..........................-.....................................................-.... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .............................................................................................................................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by C.M. Richey, Inc. Matchbook Distillery 77 Air Park Drive 230 Corwin Street Ronkonkoma, NY 11779 Greenport, NY 11944 Located at: 230 Corwin Street, Greenport, NY 11944 Application Number#: 17-48214 Certificate#: 17-48214 Electrical License#: 50029 ME ` Section: Block: Lot: Building Permit#: Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Service Equipment-Meter#21326987 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith ` on the 29th day of December 2017 Name QTY Power Panel- 100 Amp, 240V 1 Transformer-75KVA-200 Amp, 240V, 3 Phase 1 MDP Power Panel -400 Amp, 277/480V, 13 Circuit '1 Meter- 1600 Amp, 480V, 3 Phase 1 Fused Service Disconnect- 1600 Amp, 480V 1 Transformer- 150KVA-350Amp, 240V, 3 Phase 1 AC Disconnect-200 Amp, 240V 1 Power Panel-200 Amp, 240V 1 Electrical Inspector: Anthony Giordano _ APPROVED'oe This certificate is not valid unless raised seal is present. i Certificate of Compliance .................._............._............................................._...._.........................................._..................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................................................_......................._..................................................................._........................... CERTIFIES THAT, Upon the application of Upon premises owned by C:M. Richey, Inc. Matchbook Distillery 77 Air Park Drive 230 Corwin Street Ronkonkoma, NY 11779 Greenport, NY 11944 Located at: 230 Corwin Street, Greenport, NY 11944 Application-Number#: 17-48214 Certificate#: 17-48214 Electrical License#: 50029 ME Section: Block: Lot: Building Permit#: Name QTY Power Panel -400 Amp, 240V 1 Electrical Inspector: Anthony Giordano �APPROVED��o ' �i,••1 "�.�" �r pita This certificate is not valid unless raised seal is present. Certificate of Compliance ........................................_................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ......................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by C.M. Richey, Inc. Matchbook Distillery -77 Air Park Drive 230 Corwin Street Ronkonkoma, NY 11779 Greenport, NY 11944 Located at: 230 Corwin Street, Greenport, NY 11944 Application Number#: 18-46654 Certificate#: 18-46654 Electrical License#: 50029 ME Section: Block: Lot: Building Permit#: Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Interior Renovation A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements ofAhe applicable . code/or standard'promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compl— ce therewith on the 25th day of April 2018 Name QTY AC Handler-20 Amp, 208 V, 1 Phase 3 Transformer-75 KVA- 100 Amp, 480-120/208V, 3 Phase 1- GFI Receptacle-20 Amp, 120V 12 LED Emergency Fixture-15 Amp, 120V 9 LED Vapor Tight 4 FT Fixture-15 Amp, 120V 49 Pump Circuit-20 Amp, 208 V, 3 Phase 15 Transformer- 150 KVA-200 Amp, 480- 120/208V , 3 Phase 2 Gas Heater Circuit/Switch-20 Amp, 120V 6 LED Comb Emerg/Exit- 15 Amp, 120V 12 Electrical Inspector: Anthony Giordano nD E ads _ ��.,�s�, .. r - Y tAPPRO,TD!o JUf 1 0 2018 . �? B I NGDLPT. i r,llirnilttt,,v TOWN F SOUTHOLD This certificate is not valid unless raised seal is present. Certificate of Compliance .............................................................................................................................. ............................... CERTIFIED ELECTRICAL INSPECTIONS, INCe 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . ............................. ................................. . .............................. ................................. . ......................... CERTIFIES THAT Upon the application of Upon premises owned by C.M. Richey, Inc. Matchbook Distillery 77 Air Park Drive 230 Corwin Street Ronkonkoma, NY 11779 Greenport, NY 11944 Located at: 230 Corwin Street, Greenport, NY 11944 Application Number#: 18-46654 Certificate#: 18-46654 Electrical License#: 50029 ME Section: Block: Lot: Building Permit#: Name QTY AC Condenser-40 Amp, 208 V 1 Duplex Receptacle-20 Amp, 120V 158 LED 2x4 Flat Panel Fixture-15 Amp, 120V 78 LED Hi bay Light Fixture-15 Amp, 120V 18 LED Hihat Fixture- 15 Amp, 120V 23 Service Disconnect- 200 Amp, 250 V, 3 Phase 1 Electrical Inspector: Anthony Giordano This certificate is not valid unless raised seal is present. JUL 1 0 2010 EUMDING DEPT. TOWN OF SOUTHOLD 3 �61JY�_l V(jN�/�� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUT OLD D - MAY - 2 2010 r �.1 CERTIFICATION TOWN OF SOUTHOLD Date: 4/25/18 Building Permit No. 41704 Owner: Matchbook Distillery (Please"print) Plumber:__James Mangan/MJM Plumbing &Mechianical-Inc. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumers S g�ture) Sworn to before me this A day of&I! L , 20 Notary Public, L9 Cquilty LISA S.ISRAEL V1660 O rk Now Yo I SOP so o�ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [L4/ROUGH PLBG. 7W 6W*,n [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETR TION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: DATE INSPECTOR VA �o��oF souryO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND INSULATION [ F RAMI / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: bx , . O-Ls r Ks . 1 DATE 0 1 q INSPECTOR pE SOUry�� TeoUNTI,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM KS: � J DATE INSPECTOR ho��OE SOUT'yo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t _ AkNk NOV6k r ML v / Ci . O t V% �t ooM flied © 4- Vjvv' A'b DATE INSPECTOR - _ ► "DIM/ rN I'llyra�--wmm iry'� I HIM I•, � ��`` /_ , V rO �aOF SOUI�o # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ljlpt§ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATES o INSPECTOR 4 [� . • ® rmvn �`l 'l:�M `.'- �fryryi,, r r Delfino Insulation Co., Inc. ?`tom s�. •.y i/"i 317 Burman Blvd, Calverton, NY 11933 CERTIFICATE OF INSULATION JOB INFO: Diamond Builders Inc. DATE OF INSTALLATION: 10/16/17 230 Corwin Street Greenport, NY 11944 Attic Roofline Exterior Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM Q CLOSED CELL FOAM 2 --R-13 ❑ FIBERGLASS Q FIBERGLASS 6.25 R-19 ❑ CELLULOSE ❑ CELLULOSE Cellar Ceiling Crawlspace TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE ❑ FIRE CAULKED TO CODE DATE OF INSTALATION: ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner, and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE t• • t o • • - t . � t t• MCA- FPAWWA AM MEW M .P-4IM[�IMM r AllInk /: .... �r t ON MA94 P u Mr rA , IIS, 11 rl . 17 mi p12 MtA Ar j ' .��.��%..`.(_ _�r.I,►:�_' _.L,/..l1,Il. .il' ll`I;A►�.��. �._1'/CEJ: � . � ..�' Ll��._.. _�✓,. ' � � i' �, s��'►a. �, .'-Flu._...�i. ' - . ru .. r FIELD INSPECTION REPORT DATE- COMMENTS FOUNDATION(1ST) -------------------------------------- 'FOUNDATION -----------------------------------'FOUNDATION(2ND) z �0 c ROUGH FRAMING& PLUMBING y (� INSULATION PER N.Y-. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS r .c0- t NAL- d2.e- 57o - � .154 ",jw--:s ,ate UP — A'sss fe 3 � 1.rN4.S A S-ftlzs s TD °C z° d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? ~` TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 � /Planning"card app .FAX: 631 765-9502 �/ S ane SoutholdTownNorthFork.net PERNIlT NO. check 116V2 Septic Form N.Y.S.D.E.C. Ix - Trustees PH 1 1! 2017 l C.O.Application y Flood Permit Examined 20 Single&Separate p Storm-Water Assessment Foram—SUMDING DEPT L� Contact: TOWN OF SOUTHOLD Approved11/ 20 Mail to: is ed a/c q f Phone: or u A ' 0 2016 } APPLICATION FOR BUILDING PERIMT Date August S ;20`, BDEPT. INSTRUCTIONS TOWN OF SOUTHOLD a.This application MFJST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,anew permit shall be required. 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,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Duke & Cane LLC (Signature of applicant or name,if a corporation) 15 Clamshell Avenue, F.Hamoton•NY (Mailing address of applicant) 11937 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder owner Name of owner of premises Duke & Cane LLC (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Leslie Merinoff (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1 X Location of land on which proposed work will be done: 230 Corwin Street Greenport House Number Street Hamlet County Tax Map No.1000 Section 48 Block 2 Lot 44.3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy boat servicing and repair b. Intended use and occupancy Distillery and Vinegar production 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demohtion Other Work \ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:From varies Rear varies Depth Height Number of Stories 2 Dimensions of same structure with alterations or additions:Front no change Rear Depth • Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 625.84 Rear 652.46 Depth 149.92 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Light Industrial 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13.Will lot be re-graded?YES_NO X Will excess iiIl be removed from premises?YES_NO X 15 Clamshell Ave. 14.Names of Owner of premises Duke & Cane LLC Address E.Hampton,NY 1193i3hone No. 646-879-0875 Name ofArchitect Robert J. Gruber Address 476 Expswy.Dr.So. Phone No 631-654-4949 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO_�L *IF YES,PROVIDE A COPY. VASHU PATEL STATE OF NEW YORK) SS: NOTARY PUBLIC-STATE Of NEW YOR COUNTY OF N0.01PA6334587 QUALIFIED IN KINGS COUNTY 45&1 ma j Nay f being duly sworn,deposes and says that(s)he is the applicant)MaliSSION EXPIRFS 12-21-2019 (Name of individual signing contract)above named, (S)He is the ®(V/" M (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1" day of 20J.I,_ Notary Public Signature of Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 25, 2016 TO: Duke & Cane LLC 15 Clamshell Avenue East Hampton, NY 11973 Please take notice that your application dated August 10, 2016 For permit to open a distillery at Location of property 230 Corwin Street, Greenport County Tax Map No. 1000 - Section 48 Block 2 Lot 44.3 Is returned herewith and disapproved on the following grounds: e ro ose a requires site plana roval from the Southold Town Planning Board. i nature CC: file, Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. MAILING ADDRESS: PLANNING BOARD MEMBERS ��®� S®u�y® P.O.Box 1179 DONALD J.WILCENSKI ,�® S® Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �@ 54375 State Route 25 JAMES H.RICH III � ® (cor.Main Rd. &Youngs,Ave:) MARTIN H.SIDOR Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM D Rg[EDV[E D To: Damon Rallis, Plans Examiner DEC 15 2016 Cc: Michael J. Verity, Chief Building Inspector BUILDING IDEP"r. From: Brian Cummings, Planner TOWN OFSOUTHOLD Date: December 13, 2016 Re: Request for review: Proposed Site Plan for Matchbook Distillery Located at 230 Corwin Street, Greenport SCTM#1000-48.-2-44.3 The Site Plan application referenced above is currently before the Planning Board. Please review the enclosed plans for zoning issues, and provide any comments in writing at your earliest convenience. Please note that these plans may differ from those submitted for the Notice of Disapproval. This Amended Site Plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038 sq. ft. ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Application Site Plan MAILING ADDRESS: PLANNING BOARD MEMBERS *OF SOP.O. Box 1179 DONALD J.WILCENSKI ��Vv ol0 Southold, NY 11971 Chair { OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G ® O 54375 State Route 25 JAMES H_RICH III ��l �a� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDORyC°"UN%�`C: Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OEEICE TOWN OF SOUTHOLD April 11, 2017 Robert J. Gruber, Architect 476 Expressway Drive Medford, NY 11763 Re: Approval - Proposed Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48.-2-44.3 Zoning District: Light Industrial (LI) Dear Mr. Gruber: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 10, 2017: r{ r WHEREAS, this Amended Site plan application is for proposed interior renovations to existing buildings (no footprint expansion) for a production distillery, formerly a warehouse facility, consisting of four (4) buildings totaling ±32,038-sq. ft., ±12,902 sq. ft. to remain as storage, ±18,979 sq. ft. distillery and ±2,257 sq. ft. vinegar production with thirty-three (33) parking stalls on 1.5 acres in the Light Industrial Zoning District, Greenport; and WHEREAS, on September 23, 2016, Robert J. Gruber, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on October 3, 2016, the Planning Board found the application incomplete for review and required revisions to the site plan along with additional information to be submitted; and WHEREAS, on November 14, 2016, Robert J. Gruber, authorized agent, submitted revised site plans and materials as required; and WHEREAS, on December 5, 2016, the Planning Board formally accepted the amended application as complete for review; and Matchbook Distillery Page 2 April 11, 2017 WHEREAS, on December 5, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type 11 list of actions; and WHEREAS, on December 13, 2016, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on December 16, 2016, the Southold Town Engineer reviewed the proposed application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on December 28, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on December 28, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an action for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on January 9, 2017, a Public Hearing was held and closed; and WHEREAS, on January 19, 2017, the Village of Greenport confirmed the existence of a sanitary sewer line and the capacity to accommodate the proposed project; and WHEREAS, on January 23, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted with certain landscaping recommendations to the Planning Board; and WHEREAS, on January 23, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be EXEMPT from the Southold Town LWRP policies pursuant to §268-3 for Minor Actions, item "B"; and WHEREAS, on January 24, 2017, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on January 31, 2017, the Suffolk County Water Authority (SCWA) provided a letter of water availability for the proposed project that expires January 25, 2020; and WHEREAS, all input from the Public Hearing and recommendations from agencies listed above were considered and incorporated into the plans to the satisfaction of the Planning Board; and Matchbook Distillery Page 3 April 11, 2017 WHEREAS, on February 6, 2017, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on March 17, 2017, the Suffolk County Department of Health Services (SCDHS) granted approval C10-16-0010 for "brewery/processing only" @ 4002.4gpd Total Flow— 1452.4gpd Sanitary Flow + 2550gpd Process Water Flow; and WHEREAS, on March 27, 2017, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on March 29, 2017, the Southold Town Chief Building Inspector reviewed and certified the proposed distillery as a permitted use in the Light Industrial Zoning District; therefore be it RESOLVED, that the Southold Town Planning Board hereby grants approval, with conditions, for the Site Plan entitled "Matchbook Distilling Company LLC', prepared by Robert J. Gruber R.A., dated June 20, 2016 and last revised March 6, 2017, and authorizes the Chairman to endorse the Site Plan including the following eleven pages: 1 of 11: Cover Sheet, Notes, Egress Diagrams & Calculations 2 of 11: Site Location Plan 3 of 11: Site Plan, Calculations & Details 4 of 11: Photometric Site Plan, Calculations & Details 5 of 11: First Floor Demolition / Construction Plan —Vinegar Building & Main Building Part B 6 of 11: First Floor Demolition / Construction Plan — Main Building Part A 7 of 11: Second Floor Demolition / Construction Plan — Main Building 8 of 11: Reflected Ceiling Plan —Vinegar Building, Main Building Part B 9 of 11: First Floor Reflected Ceiling plan — Main Building Part A 10 of 11: Second Floor Reflected Ceiling Plan — Main Building Part A 11 of 11: Door Schedule, Window Schedule, Wall Types & Plumbing Risers Conditions: 1. No retail sales are permitted on site; and 2. No access by the public to the site or buildings is permitted; and 3. All truck traffic shall be directed down Ninth (9) Street to avoid interaction with the Greenport High School access points and crosswalk, and residences along Eighth Street. Matchbook Distillery Page 4 April 11, 2017 Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code require Planning Board approval and must conform to §172 Lighting of the Town Code. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, '��0 . Donald J. Wilcenski Chairman By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: _ cl3�� ii��ii$ , Applicant e� Signature: Date: _�e 7 q1-7c)q OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *OF SOUjP.O. Box 1179 54375 State Route 25 �� Ol0 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY v, www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 9 2018 � SAY o g �01� Mr. Robert J. Gruber 476 Exp ressway`.Drive South Medford, NY 11763 ® OF g� ®� Re: Approved Amended Site Plan for Matchbook Distillery 230 Corwin St., s/e corner of 9th St. & Corwin St., Greenport SCTM#1000-48-2-44.3 Dear Mr. Gruber: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made March 6, 2018. The site is now in conformance with the approved Site Plan entitled "Matchbook Distilling Company LLC', prepared by Robert J. Gruber R.A., dated June 20, 2016 and last revised March 6, 2017. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Respectfully}, Donald J. Wilcenski Chairman cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer l efterc @1 'Fl Ircun r IT012 9 3. ROBERT Jo GRUB ER ARCHHTIECC✓T P.C. 496 EXPRESSWAY DRIVE SOUTH lei IEDFORD, NY 11763 P HI®INE.- 631-654-4949 FAM 631E-654m2101 rjgrruubercrr. a@aoll.com To: Date: Job # 1 • Attention: T&W-& Re: We are sending you: Copies Desc uJption Remarks: , W R.J. Gruber Architect P.C. 476 Expressway Drive So. Medford, N.Y. 11763 D 0 JUN -- 2 2017 BUILDING DEPT. May 3 0, 2017 TOWN'OF SDS THOLD Ms. Amanda Nunemaker Building Permit Examiner Town of Southold 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: Certification of Equal or Less Than Previous Hazardous Use Matchbook Distillery 230 Corwin Street Greenport,N.Y. 11944 Dear Ms.Nunemaker This letter is to certify that the above referenced premises under the 2015 International Building Code, and 2015 International Existing Building Code was originally used for Boat Repair/ Storage (F-1 Moderate Hazard) and will now be used as a Distillery with Beverages 16%Alcohol or Greater(F-1 Moderate Hazard) resulting in no increase of hazardous use. If there are any questions,please feel free to contact my office. Very truly yours, r a % �C J. 0 � Robe J. Gruber R.A. " OF Tel: 631-654-4949 • fax: 631-654-2101 E-mail: rjgruberra@aol.com Letter of TransmittalMD 'It^n,�,� u�,r i I JUN - 5 2017 DD ROBERT J. GRUBER ARCHITECT P.C. r #: , .1 i �� • 476 EXPRESSWAY DRIVE SOUTH Tow'of SOU,H®LD MEDFORD9 NY 11763 PHONE: 631-654-4949 FAX: 631-654-2101 rjgruberra@aol.com To: Date: Job # 1 el—O 7 I A6- 025 J4 Attention: If We are sending you: Copies Date Description Remarks: pF SO!/jy0lo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD May 7, 2018 Diamond Builders, Inc. Herbert Israel 889 Harrison Avenue, 2nd Floor Riverhead, New York 11901 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938))Qr-, p 5hb/ Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41704-Z alterations D DY C)o 10 0 (fr r ^ SUFFOLK COUNTY DEPT OF LABOR, LICENSING 8 CONSUMER AFFAIRS MASTER PLUMBER JAMES J MANGAN JR This certifies that the Bus'Ess"'E bearer is duly MJM PLUMBING&MECHANICAL INC F licensed by the County of Suffolk u"�"1onbef ore.�.r �- 2728-MP o4/ol/lsas r Ttaa.E�.¢e�l� a'oA^0iO'T` 04/01/2018 a DD DEC 1 9 2017 r,UT.'1,D Jf3',Dom. TOWN OF SO OLD DISTRICT: 1000TITLE-� SURVEY TITLE NO. 37884 SECTION: 48 BLOCK: 2 LOT: 44.3 TOTAL LOT AREA: SQ. FT.: 67, 116.96 ACRES: 1 .541 H 00 w E--r H pI,r. _ CORWIN STREET (501) EDGE or rnvr:N-lErrr / /• STONE EDGE-OF PAVEMENT / MON!, / ° S 88°38'20" --- — —_ __ rT FOUNT> \VOOD GUARD RAIL ----- --- EDGE OF PAVEMENT / \ ��! I / FLAG --_I EDGE OFPAVENIEN1 FENCE �— CHAIN l INV Pf:NCF, GA 1 E - -- (u;, POLE 11)IIRANT 1 / I.d'E C CENC'E 0.3'S CONC'RETE 625.84 / MONT MFNT 0.3'S o / s �_• _ _ DRN LOADING / z DRN TT.25 c DOCK / h R4�/ I'nVl?NdENT 1.8'\V O ASPRALT PARKING LOT' c)U G[ARD RAIL: �l"Trf * IOCK i I � r N _ `CONCLANDING 14/ TRJSIORjor {rn SIO acDR o-"i I-OT44.2 ( T)RN ONADF VENTURES,LLC Q VACANT LAND z _ r,0.0 ASPHALT I STORY (`! x I I STORY STORY z i.az PARKING LOT cl METAL O � u int 'VAL �, BUILDING M2 ETn� I3Uli.,D1NCi 9-. , � ,� �—_. r.2............ oNc. - PAVEN4ENT _ 5, PAVEMENT J f 04'N 3.1'E O ' T . LOADiNG� A5191,1l' �� J DOCK Rr\41 -- C-do 652,.46 , ^1 1 STORYBLOC'K - rnlI- L PnV12"I:1111)N 6,7� DEED FENCE 13tALDING . AC 10 rnvr.N{eNIT o'N 06'E ;2( (ilr\rD RAIL VN I,Ii.I'. _^`! 17.7 — 0� O POST 7q.24 5.3 N _ %6's /, 1l2n3IE slu n ROAD 34 �1 3a.z7 9 N I _\ ° FENCE �c,.r,s CONCTIFIF SLAN- .6'14 O A'E DILArip•nTL-D C'rIA1NLINKCENC �^11.5'N NIONI INIENT rO(INr) NG 5 84°11'40" w 22'SOUTII P.A. PLANTED AREA LEGENDI TAX 1,01' OCONED CON ED MANHOLE COVER of1W OVERHEAD UTILITY N\1 RF,S O ELECTRIC MANHOLE COVER O U.P. UTILITY COMPANY I'OIT, E UNDERGROUND ELECTRIC DUCTS o--Q STREETLIGHT �� DEPARTMENT OF WATER SUPPLY O N�1_P METAL LIGHT POLE MANHOLE COVER O nrrL•r METAL TRAFFIC LIGHT POLE WATER MAIN o TSP TRAFFIC SIGN POLE O SEWER MANHOLE COVER o o')ItYI). FIRE HYDRANT s s SANITARY SEWER 0P PARKING METER 15.00' 30.00' 45.00' 90.00' LFU .'bia w}jr k... {'" sT sT STEAM MAIN — J CATCH BASIN J,� 6u'r,:'ac. .... :..,�.�.,..au.':t:.ru..uaA.L... lw.c..a+...W,;.iireLJtY «:r'xi•.ttw,r..,. HIT UV.c. DEPARTMENT OF WATER SUPPLY oO.F. OIL FILL WATER GATE 0 15 45 90 180 ow.v. WATER VALVE UF.P. TREE PIT - G G GAS MAIN DROP CURB SCALE: III = 30' SURVEYED: MARCH 19, 2016 G GAS CO. MANHOLE rQ Sr STAND PIPE SURVEY OF PROPERTY SITUUATEL► lN: UNAUTHORISED ALTERATION OR ADDITION T'O FEHRING ER SURVEYING, P.C. CLF CHAIN LINK FENCE THIS SURVEY IS A VIOLATION OF SECTION 7209 � j .� OG.V. GAS VALVE THIS SURVEY IS CERTIFIED ONLY TO: 230-430 CORWIN STREET OF THE NEW YORK STATE EDUCATION LAW. , SUBJECrI, PROPERTY CONSIS'T'S OF LOTS 18 THROUGH 23 INCLUSIVE LOTS 45 ELAES OF TURVISSURVEKEDSE LOftEMBO I. Dlllce c� Calle LLC THE LANND SURVF,YOR'S INKED SEAL OR EMBOSSED 4VIF WROUGHT IRON FENCE ) SEALSHALLNOFDECONSIDERED PO OC.o. CLEAN OUT MANHOLE COVER 2. Fidelity National Title Illsu GREENPORZ DEA VALID TRUE COPY ROBERT I,EHRINGI✓R } IlI1CeC0 THROUGH 49 INCLUSIVE AND PARTS OF THE FORM-ER ROAD BEDS OF EIGHTH GUATOTIMSINONFODHFRFOHESUR EY LICENSED LAND SURVEYOR ' �T TELEPIIONEMANIIOLECOVER �VSr WOODS70( I�AI)I FENCE T S. TOWN OF SOUTIIOLD ISPRC,OM 111ANDONNIISB IIALFITO'IIIE1II LE AND SEVENTH STREETS, NOW ABANDONED ON THE MAP OF TIIE S. BUEL LLNll NG NY.5rITUT vINI,1STEDI ADEN RAND 2200 JACKSON AVENUE -T •T TELEPHONE LINES PRr POST AND RAIL FENCE COUNTY OF SUFFOLK 'I HE ASSIGNEES OF IHELEN DING INS I)UTION' SEAFORD N.Y. 11783 CORWIN ESTATE, FILED ON DECEMBER 23RD, 1930 AS FILED 1VIAP #538. i ADDITI NTALIN��°,IONSORSUDSFQUFNT STATE OF NEW YORK OWNERS. (516) 763 - 5515 FAX NO. (516) 763 - 5525 CORWIN EXISTING MANHOLE GREET ( 50 ' INV FL:8-241 EXISTING MANHOLE EXISTING 8" DIA. PIPE (ISO-O") INV EL:1.01' - --- - - - ---- --- - -- -- ----- --- EXISTING SEWER MAIN TO REMAIN -- --- - - - -- - -- - - -- -- - -- - WATER - WATER -- - WATER WATER --- WATER ---- WATER --- WATER EXISTING WATER MAIN TO REMAIN --- -- -- - - --- - - - =--- - -- -------------- - TER WATER-- '' --- WATER WATER ---- WATER - WATER WATER -- WATER -�------- -- - IWATER --1- WAIER --- WATEr( --- WATER - --- ----- - -- -- ---- - - - - -- - --- -- - - - - - - ----- --- - - -- - - T 'roy/ 880:38 '22 " 7 30 DEG. MAX BEND WATER WATER WATER TER WATER ---- TER ---- WATER WATER ------ WATER --- WATER - AIER - WATER - WATER -- -- --- - -- _ A F..+ =---------- --- W -- WATER AT SOIL LINE NEW MANHOLE EXIST. GRA55 AREA -- -- ---- -----' -- I TO BE MAINTAINED �s J ' --�� --��- W \ 1 _ EX - - EXISTING WATER - EXIST. IST. GRA55 AREA - -- O : ,, .�-. -• -----�_-.-,�- -'-------- - - - - MAIN TO REMAIN -`- �--��-_ EXIST. _ _ �/ I TO BE MAINTAINED _ __ -- - - - - _ _ _ - _ _ -- - FIRE HYDRANT EXIST. GRASS AREA �. (Y TREE O `e- - - - -- - - - - - -- - - -- EX II = -�, - - - - - - - TO REMAIN TO BE MAINTAINED / TO i - IST. ASS ---- _ - - EXISTINC REMAIN Ui - - - i I p��3 0 TO BE MAINTAINED NEDA _---- _ -----.�------- --- -- / U U •c - - -- -- - - - - - - Y _ 4 �, © I � _-------- - - - ---- - - MANHOLE 19.9 \\\ NC-W HOUSE TRAP _� / - _-_= -- - - - -- •c _ -__ _- ------ EXISTIIG INV E � --- N -_=�-__ � ry _=_-=-_ - L faDING ��i L: V�L: _ 7.67' j 6 5 n__ / ( 1 (V _ _ . . . EXISTING MANHOLE EXISTING MANHOLE INV EL:8.241 . _-__- __-EXISTING 8" DIA_PIPE (1500=0") -_ INV EL:9.01' -_-- __- _- _- XISTING SEWER MAIN TO REMAIN - ----------------- WATER WATER WATER WATER WATER WATER WATER WATE WATER --- \ EXISTING WATER MAIN TO REMAIN --------- WATER WATER WATER WATER WATER WATER WATER WATER WAT r/r � ��/ST WATER WATER WATER WATER WATER WATER W ------- ------------ -- - --. ----_ �--,r, 7 !7 TF G INV EL: 12.16' ATER - WATER WATER WATER' WATER WATER " WATER - Q WATER WATER -----/ r r� <" S 8 V 3 8 2 E 30 DEG. MAX BEND '�/S dF\4/N /{ NEW MANHOLE EXISTING WATER D ��q AT SOIL LINE Syfi��<' {/1vz- SEE DETAIL B TO IREMA N T OFF VALVE m� o . . -�� - - . THIS SHEET . _ ' . _. _ - ___ _ r z SOS,p\\.\.\ INV EL: 13.001 _ - - - . SEE DETAIL D P Pb\P CP`\\'3 I,- ----- -- -- - - - - - - _ _ _ .- _ 625 . 84 r �� INV THIS SHEET 5��5��/ �° 3 O INV tL: INV EL: 14.00' --------------- �1 U,4 p - -- - - - _ EXISTING FL: © \5 � 12.83' ------------ vA �" Q . 9.671 1 �/ I _ ---- EXISTING m/+� !� %, \ ® . MANHOLE ® e�.l 59.96' / ----- --- ------ LOADING � 11 I ,- . INV EL: I \ ----------- 121.25' 0 0 _ _ . � r r 0 .. -1.67' / y\��/ I STO /�' i - - - - - Sl BER H --- --- ------- --- -� ,- I -=----� �\��U� ' i I ��' BUILDING _ 1 EXIST. HOUSE TRAP A TO REMPdN __-- ------ --- ; I EXISTING .,, _- '� `'._ ',' EXISTING 0 t�i`� - ^I . (�XISTIN ----------- ------ - I DRYWELLS DRYWELLS ,r q�' ' . r' O,`0 ' r' EXISTING I -G_ 1 4 PIPING ' 4 PIPING ,� G STQ��G INV EL: DRYWELLS TO REMAIN ____ 99'11' PROVIDE NEW INTERIOR � ,� r 4 PIPING -1 TO REMAIN TO REMAIN 03 r ,' To B GONV (4.00' I 'I EX15TiNG SOIL LINE SHUT OFF VALVES ' r _1 m YIN EpT�D To _�` TO REMAIN TO REMAIN OSED � WA k , ,j' � ,� � TE : l i I / ARE G�� BLDG) tt I I , 1 A SEE DETAIL 4 TO FGAR BLDG ,dj O i �.J r t } +/- 2,257 S.F t r _t THIS SHEET VIN , r E.E t' - � � pSED `�- WATE R MAIN 1- '-, EL:16.5 m r `,__ - '(o PROP >=X15TING WP�TI= 156.41' w ` -- ' Q EXISTING (NEW EXISTING Q I '0 p REMP• ( t . . - I ISTILLgRY I T IN FOR O � au I L�I I`iG t� z , ! DRYWELLS `� WATER / SANITARY- 5E DRYWELL`. ,' I EXI5TIN G PROPpSE�RAGE C \ r 4 PIPING RVIGE TO REMAIN LOA121N I p0 4 5T I ,'1-- I ST 'rQ��t�1-) EXISTING I Q L -•� DRYWELL p TO REMAIN I i BERTH I ;. ( X Imo, 1 I�� 60.041 I STOP pUS� TO 2ND c,-ro}��( o x.82 ^I �� S.F. 4 PIPING r WATER - I / R'EMA1tA Y `► 1�` -- ,' +/' S: ,. r --•-._ ISTING Q��IG� o _ � oa6 � � WATER � � TQ N ,ARE/'" SERVICE) TO REMAIN WA - 3 20.06' �I_}RT (I_Xla IN' T�� N i ,�NEW 1500 GALLON w (Np WP�T1=R I SF�NITP�RY ry I NE;N WATER A ER 0 rE I _� TO M,4,IN BF- GOA I ST I LLF}zY) >C C,ONV=R t PROPANE TANK 1 . i 156.51 • MAIN WATER WATER LIN>~ OFOSI-� I T OQ ) R STOR _�_ 1WERICaR ' S.F• I TO L�'`B _ S \!ID)= NEW 128.60' PROVIDE V�L`/E +/. IS,q-fq . �2-i2 S.F. it it _ ETAIL rr IRUsr SLoc SHUT oFF f''F.E " . PROVID� NE oN rN15 SHeFr KING F,F. EL ^ I-I.O' }ZVIGE) p,R)<P�: +l- TER / ...----- SP�NITF�R'� 5E A.IN) - (' rJ 2 .tet TER / I (EXI5TING Wp` VIDE TO REM IL_J -. -- - V sl�u7 oa-r= v R►oR I �, (NEW Wp` gp,NITf�R'� SER 0 _ �" . ' z vm I STORY I .� 101.311 _ . ._-•-- UILDIN� o . _ -- - - . . . I - -- - � XISTING ST 13a.aal NOTA: C)RAOE 23.26' - - A X AR�'hd ��- 5 TO _ LLE ISTING INFORMATION TAKEN FROM Q ,297 s.�. RM,�I N) - -��P - -�- - -- SURVEYS 4 SANITARY SITE PLANS BY: (NO !'`IA7�ER / SANITARY 5E I - .,~ RVIGE) 0 - _.._--- - N I -- - -- - - GARRET A. STRAND ARCHITECT sJ - 34.24' IO9.9q' MAIN ROAD P.O. BOX 1412 O EXISTING I �_ _ - �V 50UTHOLD, N.Y. 11171 � � N ED Tp RSM �. DATED APRIL 19, 1993 419 S.E AIN N D - WATER 3 G I S . . . O RICHARD P. ARELT ARCHITECT � SANITARY 4.27 - EAST SETAUKET,.N.Y. , sERYIG)= _ - NOT . . _ �- - --`� �- - NEW WATER LINES TO B1= A MINIMUM DATED MAY 2, ic�a5 - : - W OF 54" FROM FINISHED GRADE , I I : I : .. : ' # i I -. I .. 8 40 1 1 _ FEHRINGER 5URVEYING PG 4 O 200 JACKSON AVENUE 10 20 �O q O �JO 60 �70 80 q0 100 s I I I I . I i I I I I � . . I SEAFORD MN.Y. I!7b7 F R O F O S � S A N I T�R� SITE FLAN DATED MARCH 2016 - - - � : ..��. ..e. �..._..�._.�......SCALE: I"=20'-O" C� N R L NOTES: � o d� ° dm -� Qm *\D gid° , T do o Qo � o �� Q° �m d � d° ° °� d° � o �, _` I. ALL ELEVATIONS ARE BASED ON NAVD (19ba), USG 4 G5 DATUM H t- F F + �- + + t- + I- + + �- H O �-_ N F-m F- rr- + H + F- + + �- + 1_ + � + F_ + F 13 2. THERE ARE NO KNOW NEIGHBORING WELLS WITHIN 150' OF THE PROPERTY EL: 20.0 O to 13 N O O O N O N O O to O # N O Ui± ± N± N± EL: 20.0 O Ut O Ul O t� O N O N O O 0 O N O N O " N± r : .. . , f . .., ; ' . .. ; _ EXIST,...F N LR .. : EXIST. . # ! NEW MANHO E ` t " ;. ;. . WETLANDS WITHIN 300 OF THE PROPERTY I , I I NEW . 3. THERE 15 NO SURFACE WATER OR I I . I 1 EL 'f.0 }.. . . . ': ;....... ....... .. .. ... .. }- FIN FLR __. ._..:... ..... .. . SEE DETAIL '. .. I.... ... _ ... . i ... . , I ; . 3 1 . , . ' ...t.... ......... . 5 , f. EL. I6. BON THIS , t N. EL. 15.0 1 t TIO --- -- =--- --,-. ---, ---, EL: 15.0 ON I C, I NFQKR A - --- --- --- Z N ;..'....;. MANHOLE :. .. .#., N _ } s.. ; ... ,. SHEET, . ; ... 1 . , . . # - - -44.3 . ; Q INV EL. >. .. r . . S.G.T.M. 1000 4b 2 tt : EXI I SHEETH 1-" . NV EL: J 1 Ul . VEL T S ' I :. .. , e 114.0 : _ i _ _ EL . � " AREA. 67116.96 S.F. (1.541 ACRES) Q Ul 1 .. 1 14.00' . . .. INV EL: 10.0 _ -=- ---=' ---= ---. ---- - - - - EL: 10.0 b ; DIA 12.b3 SEWER MAIN INV EL: 13.00 5 IAL 1 - --- --- --- EXISTING USE. LIGHT INDU TR NEW 6'.' O Ul # .. T REMA N . , . # _ f i ' I , , , ". EX ST Q O L s r I 6# O OSED USE: LIGHT INDUSTRIAL , 501E:LINE ; I' INl( E" .. PR P 12.1 wI € i . ..; L t... I I ` , .. t 1 I SOIL LINE , w l I : 9.01 GROUND WATER MANAGEMENT ZONE. 4 O I .. .. , „ ... # I 1 I O = z r , , 1 ; TO REMAIN w EL: 5.0 --- --- -- EL 5 O I ........ ... .. ... ..,. I ' . .. , ir- 1� ON I .. i SAN I TARP FLON GALGULAT : , I L.. 1 , . i I �. f y , . I l . 3 x . : , , t s : 1 # i is i • s : 'S j . I. : BUILDING AREAS• . .. 3 : s ., _ , , : .. .I... I. ..I ! - .. .., ., ... .. ... t_ .. .. ' i , ' i I' t . EL: O.O . , _ EL. . s. f I STORY BUILDING (PROPOSED VINEGAR): +/- 2,257 S.F. I STORY BUILDING (EXISTING STORAGE): +/- 5,297 5.F. FROFOS � SAN I TAR) FROF I L 11 FROFOSED' 5AN 1 TAR FROF I LE! . I STORY BUILDING (SHED): +/- 419 S.F. � _ SCALE: I -10-0 SCALE: I"=10'-O" I STORY BUILDING (PROPOSED DISTILLERY): +/- Ia,979 S.F. IMAGE DEPICTS PROFILE OF PROPOSED VINEGAR TO NEW MANHOLE � IMAGE DEPICT5 PROFILE OF EXISTING SEWER MAIN TO PROP05EP DISTILLERY . 2ND STORY (LAB / STORAGE): +/- 4,2'12 S.F. 5 ORY BUILDING EXI5TING 5 ORALE : + - 5 56 S.F TOTAL AREA: +/- 56,310 S.F. G ` / , 2'-6" BRONZE LOCKING SGHD AFFRO Y AL- STAM� ADJUSTABLE LOCKING TYPE "F''- DEVICE W/ KEY ,�- -'�'� SANITARY FLOW: 0.04 GPD PER S.F. (WINERY 4 BREWERY) IRON FRAME AND COVER = WRENCH SUPPLIED +/- 36,310 X 0.04 = +/- 1,452.4 GPD (TO BE WATER TIGHT AND INSECT PROOF.) �� - h4cP•nn P1i1 r PROCESS WATER FLOW: +/- 2550 GPD SEE DETAIL G 2 PENETRATING F'wfio=1:Co,,!rti1 D_:,*) - vt of llea.tth St,rvices . y A# mylrr•' PICK HOLES t"u royal fo:Cor sd actio a-Qiher i'han it to i ariz:lyS ,E�S ;'I ank A(1 " .. b" TRAFFIC 2'-4" s.} xr TOTAL SEWAGE FLOW: +/- 4,002.4 GPD BEARING SLAB TO `F "S.C. SAN. SEWER" I Refercm,-0 arTo._ �� - �(U --UU/. . Design 11, oevr �t^r2.5ZG-PD I ' V1Q,;;s� MEET AASHTO H-20 Q'� n 1 11 IN I-I/2" HIGH �}LFZ c� i ��d THRUST BLOCKING AREA REQUIREMENTS "� 3-2 LETTERING �� _ee�� 11 11 ..• .. .•... 3/4 DIA. OR 7 b 5Q. '.: ; a .r )_ ^6 r rima n� n Hera? co»trrt.°�r a wit 1 Sti.f:a?a, : c- (SHOWN IN S.F.) / T,1c njf s7 , .;. ,:.> 1',:,.r .r _ ger.: f. e t SELF SEALING BUTYL STEPS ARE TO BE m1,, r r,m-pti, ^+C�}'`]- n.,ij'�Services stand:Td`>rc fit.:ingj 0`;y,'2rer supply PIPE DEAD END 90 DEG. 45 DEG. 22 1/2 DEG. . NOTE. Co . ,y A .; } A 1} ,s: RUBBERGO-POLYMER F e:r„ f, ? .�f.:nt ?arr'i. of iz orrtisa;ios,s irro�t"istenees,cr 1�.a1; . . SIZE OR TEE BEND BEND BEND I. MANHC7LE FRAME SHALL BE TYPE F, ADJUS t ABLE WITH LOCKING DOVER, •,nth,F .<.�..t,t..f ° .. IaeW,, a v,s */ 4 I I I/2 3/4 I/2 POLYPROPYLENE ASTM A-45 GLASS 30 CGRAY CAST IRON, CAMPBELL FOUNDRY OR EQUAL. of tieg a=1, t��.rant ti'.71� i� r-I;rir?? to b i acacorriance v�ith t^w a tactaed l COATED 6" 2 3 2 1 „ p<.;mll t cone:d'o�.; �aad aianl:c, starr?ards Ear?.�°ss ��ecjf:CaFi;t �;raaved by 2'-0° ` 2'_0^ I/2 STEEL BARS 2. MANUFACTURER AND DATE CAST IN UNDERSIDE OF DOVER. t?e �� , ttr3N tt, T:i�. a��rsv�.l ex i° s 3 c°.., fro xa t. a. royal da_ 811 4 5 1/2 3 I ' MAX. : 5'' 41-0" 5., MAX. a 12" O.G. r•t:" S r� txr {A t�1) 10" 6 8 1/2 4 1/2 2 1/2 - \ / I atarlessvrtr dedorrc.�, wed. . 12" 9 12 6 1/2 3 1/2 MANHOL GO X ER DETA I L .1 b 12 4 12 - U3 �� ZD/ _ - , ,;r,:;, :1 I6 12 15 I/2 / / _ - . 20" 15 la I/2 10 1/2 5 I/2 - SCALE: I/2"=I'-O" r� (�rov;1 Sia., e°� er1 FLEXIBLE JOINT FLEXIBLE SLEEVE INTERIOR / EXTERIOR (TVP.) / ZSR/ (jP/� R2� T W,47�/Z- F604�/. :-=� - SUBJECT SITE SEAL OR APPROVED j LINE OF BUILDING T :J. EQUAL (KOR-N-SEAL) MONOLITHIC BASE j FRESH i . NOTE: / AIR-INTAKE G %N u ` I. ALL MANHOLE SECTIONS SHAD, ,: �. ; L CONFORM WITH A.5.T.M• G-47a, LATEST \� PROPOSED PIPE REVISION STANDARD SPEGIFIGATIONS FOR PRECAST REINFORCED CONCRETE i GLEAN OUTS f , > } i., ��.,,,^ (SEE PLAN5 FOR SIZE) M.H. SECTIONS. j . I I, / GRADE . 2. MANHOLE RISER 5EGTIONS Tp BE FURNISHED IN 12,3 OR 4' HEIGHTS A5 --- go DEG BEND THRUST BLOCKING .45 DEG BEND REGtUIRED. / TRAMPING s?rC~ T rr ,,; a"1 SCALE: NONE' . (SEE CHART FOR S.F. REQUIRED) 3. LOADING To CONFORM TO AAISHTO H-20 LOADING. / r',;,t1 r � ' 4t+•. �CnN,I�-.11 qq NOTES: 11 , 3.t I ,,�',:"' �+,~" 1"e11.z"a Z�se'^S.ii'a•9 1. CONCRETE BLOCKING SHALL BE APPLIED ON ALL PIPE LINES 4 DIA. AND GREATER AT ALL TEES, 4. ALL CONCRETE o5 TO MEET FLOW FLOW FLOW FLOW �, s p �#000 PSI AT 2a DAY SET. - / _ t �_, . = „ �. �� ° = PROPOSED INTERIOR RENOV?�TI ON i=OR. PLUG5, GAPS 4 AT BENDS DEFLECTING 22 1/2 VEGREE5 OR MORE. . �;;' > g ,- s.,.. .�-�� i�j�; M�4TGHBOOK DISTILLING GOMP�4NY LEG 2. BLOCKING 5HALL HAVE A MIN., GOMPRE551VL STRENGTH OF 2200 PSI 5. ALL OUTLET5 ARE TO BE SET O MINIMUM BELOW INLET PIPES. j . � t-. y �� .�.- ' 'y �� •' , . 3. BLOCKING 5HALL BE PLACED BETWEEN 5OLIP GROUND 4 FITTING TO BE ANCHORED s a 4 —-Z-...---- . {b 230 GORI^!IN STREET 6REENPORT N.Y. 11144 4. PIPES AND FITTING JOINTS 5HALL STILL BE ACCESSIBLE FOR REPAIR AFTER BLOCKING 15 INSTALLED b. THE MAXIMUM CHANGE IN ELE VATION BETWEEN INLET AND OUTLET INVERTS) j '-O" MIN. j,' ��°"" "�- `��o�� • Q�(rrm +� 5GAL6 A5 NOTED APPR°vE°BY' DRAIN BYI RK 5. PROVIDE 3/4" TIE RODS 4 CLAMPS FOR ALL VERTICAL BENDS DEFLECTING 22 I/2 DEGREES OR 5HALL BE NO GREATER THAN 2, FEET. / CAST IRON PIPE C.,.. DATE. 06-20-16 . REVI5ED BY c MORE � N I TR� N# 0T I ,•a, Robert �: Gruber - ,arch' . THRUST 5LOC< DETAIL � _ �OUS� T��F ��T� I L Ite�t 476 �x re55wa Drlve 50. Medford, N.Y. 11763 (631) 654 4q4� SCALE: 1/211=1'-O" SCALE: I/4"=1'-O" SCALE: I/2 -I-O . 11 g SANITARY SITE FLAN, C,ALGULATIONS, tI G Off' : ' 155UED FOR WWM 09.15.16, REVISED: 01.10.17, REVISED 01.30.1.7, REVISED 03.02.1"1 . NOTES DT�ILS ,oB. #I6-o-rl EXISTING MANHOLE CORWIN STREET ( 50 ' TO REMAIN EXISTING MANHOLE INV EL:8.24' EXISTING 8" DIA. PIPE TO REMAIN TO REMAIN (150-0") - INV EL:1.01' —--—--—--_.-_—__ EXISTING SEWER MAIN TO REMAIN --------------- /-= WAATTER RWATER WATER WATER WATER WATER -- WATER WAjER WATER EXISTING WATER MAIN TO REMAIN --- WATER WATER WATER WATER WATER WATER WATER WATER WATE WATER WATER WATER WATER -WATER WATER - WATER WATER WATER W /o+/s �o riyG INV EL: 12.161 ------------- ATER WATER WATER WATER WATER r y " S 88038 '22 " E 30 DEG. MAX BEND \/��/< EXIST. MANHOLE EXISTING WATER v I F ^ AT SOIL LINE </ -4 MAIN $ SHUT OFF VALVE rn o TO REMAIN TO REMAIN I EXISTING \� \ - --—-- --—-- INV EL: 13.00' - -' - - - - - - - - ____ - - - - - 625 . 84 ' _ - - HOUSE TRAP \8\�` 5 \\�,�' �-n 3 O INV EL: INV EL: 14.00' ------ INV TO REMAIN p• , --------- - EXISTING 9.67EL: © b° 12.83' -------------------- MANHOL / --- -- _ 15TING Q TO REM. N ® 5`l.gb /" ---___--- --- 1-0#01146 �i0. ' INV EL: / ; i/ ,-. I I _ - -- ---- - 121.25' s BERM �0 ---- -------------------- ' ----- �\ ?vU (� x15 / �- p,IN � Qi 767 " •/ To STORY �UI1_ I EXIST. HOUSE TRAP TO _ __ ------ I EXISTING - EXISTING RSM DING '-r' EXISTING TO REMAIN DRYW>=LL5 _ AIN INV EL: ------------ 11.11' ; 4 DRYweLLS 'r-' DRYWELLS --- IORi d PIPING C� i d PIPING 0�0 .� ' ( XISI-, 14.00' I SHUT OFF IVALRVES '"1` VINEG PIPING EXISTING SOIL LINE TO REMAIN TO REMAIN 03 ^ - ARE �jLD "�_ TO REMAIN TO REMAIN WATE j ' / m A: +/- G) _ 15TING �r-- TO REMAIN 1 _I � O R.F, EL:I6 5: ,257 S.F!. y- I i �� A T INEGAR BLDG E o�-� � O ,' (EXI S WAT f� --,\ TING y�,q >r �, �� `. _ ,' s TO EXISTING WATER '--�` TBR / S m - OR 'EXISTING U I L�I�O TO I N I EXISTING S1�RV►GB) '4NITARI' EXISTING; 0 ; ; DISTILLERY I EXISTING DRYWELL5 DRYWELL`, I " ISHEETINDEX BU I LD I NO DATA - MAIN BU I LD I NC BU I LD I NO DATA V I NEOAR BU I LD I NO . A-I COVER SHEET, GENERAL NOTED AND EGRESS PLANS BUILDING OCCUPANCY / USE : _ B BU51NE55 / 5-2 LOW HAZARD / F-1 MODERATE HAZARD BUILDING OCCUPANCY / USE : F-1 MODERATE HAZARD OCCUPANCY A_2 51TE LOCATION PLAN CONSTRUCTION CLASSIFICATION: _ TYPE IIB / IIIB CONSTRUCTION GLA551FIGATION: TYPE I I I B . A_5 SITE PLAN, CALCULATIONS 4 DE-TA. ILS MAXIMUM ALLOWABLE HEIGHT: 55'-O" / (4) STORIES MAXIMUM ALLOWABLE HEIGHT: 55'-O" / .(-.3. 3) STORIES „ " ` A-4 PHOTOMETRIC SITE PLAN, CALCULATIONS DETAILS MAXIMUM ALLOWABLE AREA: TYPE IIB: 23,000 / IIIB: Iq,000 MAXIMUM ALLOWABLE AREA: 12,000 - II A-5 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - VINEGAR BUILDING 4 EGRESS C/ALGULATIONS: . MAIN BUILDING PART B AREA: +/-.4,272 S.F. . - " . AUTOMATIC FIRE SPRINKLERS PROVIDED: (EXISTING SPRINKLERS TO REMAIN / BE MODIFIED) AUTOMATIC FIRE SPRINKLERS PROVIDED: NO . Bu1LDiNG TYPE: IIB . _ . A-6 FIRST FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING PART A MAXIMUM HEIGHT INCREASE PER BG504.2 ARd HEI MAX. HEIGHT 75'-O" / (5) STORI E5 MAXIMUM HEIGHT I NGREASE PER BG504.2 N/A ALLOWABLE A CHT, ' - B OCCUPANCY: 26,000 S.F. / 4 STORIES (551) A-7 SECOND FLOOR DEMOLITION / CONSTRUCTION PLAN - MAIN BUILDING MAXIMUM AREA INCREASE PER BG506.3 BG506A: TYPE IIB: 6ci,000 / IIIB: 57,000 . MAXIMUM AREA INCREASE PER BG506.3 $ BG506.4: N/A .. - . . SPRINKLERS; YES I. SINGLE OCCUPANCY: YES A_5 REFLECTED CEILING PLAN - \/INI~GAR BUILDING, MAIN BUILDING PART B ACTUAL BUILDING HEIGHT : +/- 38'-10" / (2) STORIES ACTUAL BUILDING HEIGHT +/- 17'-G" / (1) STORIES OCCUPANCY: (B) BUSINESS 4 (5-2) LOW HAZARD STORAGE . 1. A_q --FIRST FLOOR REFLECTED CEILING PLAN - MAIN BUILDING ,PART A ACTUAL AREA OF BUILDING : IST FLR: 24,26ci S.F. / 2ND FLR: 4,272 S.F. / TOTAL. ,-28,541 S.F. ACTUAL AREA OF BUILDING 2,257 S.F. 500 5.F. GROSS NAREHOU5ET/'100 S.F. GROSS BUSINESS . A-10 SECOND FLOOR REFLECTED CEILING PLAN - MAIN BUILDING PART A G G - (3,111 S.F. / 500 6) + (1,153 S.F. / loo = 12) _ . . . I-7II D S(�N L O DS IS TOTAL OCCUPANTS ; A_11 DOOR SCHEDULE, WINDOW SCHEDULE, WALL TYPES 4 PLUMBING RISERS PER TABLE 160-1.1 . - INCHES PER OCCUPANT: ;2" FOR STAIRS / .15 FOR ALL OTHER COMPONENTS . 18 X .2 = 5.6" REQUIRED / 18 X .15 = 2.7" REQUIRED OFFICE AREAS CORRIDORS EGRESS CALCULATIONS: . . 52" WIDE STAIRS PROVIDED / (2) - 36" DOORS PROVIDED AREA: +/- 2 257 S.F. NUMBER OF EXITS-_._ : 2 LIVE LOA'): = 40 LBS,•/SF LIVE LOAD: = 100 LB5./SF BUILDING TYPE: IIIB ALLOWABLE TRAVEL D�' ISTANCE: 300'-O". : ..I1 (.II.. Ir *III.+I."-, I..-FI..� I � .I I I-1I�. .-.. .I.I..�IF+I.I.I.L----I c-_I-...�.+...O,..�.. I� �IOI. _I._I R_ 1FF-1 E.I IoI f.�R-I I I,.E..�.I I SI�. I I S.,. .I..� I I..-...-II F�..I ...�LII I�I�I�I....,....A.. �.II�.I�.I I�.r N L-�I-.,I I.I�. +.I...I.-..I.�I�.�...�r I.�.+I I.I.I I.I...II.I...I I,rI...�.I.I.�I.I.I.I�.I�>...I..�.�,II7Ir..I.I�..��."I�.�I-1..1_.�:.II I...�. 1.I..,.I.N....I.I I .I...11I.r I..II I.1 I.��.....�....II..... 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I 1'.�I.,'..,�.,�...�.- DEAD LOAD: = 10 LB5•/5F DEAD LOAD: 10 LB5./5F 00 S.F. / 3 STORIES DOOR SEPARATION D STANCE'c5'-O"/ 5 = �I1..I �-I.1+C,4 I..I"I r,:,..I I:.�.II..I I� r1II.r,-' r�,..-� �II.'.j...�.,...�.I:IM11r.�...I-.�. . .�4.1.�'I A.I.+I..I ,I..:..�.�.. "�.I.1I��. :I I,rI+.I,I1 I.N.-�.I�I..III_�:�......1 I. .�-I I._I'.+1� z._.�.!.."..-7�.1-k.�-:L Il.I1_..I.I 151 I 4.,�i. .I.y....I-.: .1.� 1+..I�...1.F.I.'.,....,I.�I I�.-.I...1�I.1'..I6I.I.,:� 31'-O"R�..,..1 I-.I.._...1.� EQUIRED (36'-f0" PROVIDED) _ ALLOWABLE AREA Q HEIGHT= 12,0 ..II,I I:1--..tI1...1�..II1I, �.I I r..:.. ..:I,'.,.,.....,_I..,....,1.-r I...I�.1 r.,I..�,�Ir. .I.Iii.i�._I.�A.._..,I�3I-I. �,�.I I:..I... .I..II.I I I.I M.I�+I.I..-1.I. .-I I1.,;I.I...��1.1I...1-I1.�".-.1.I 1.... .I.I I..1.I....,+I.�..,�I r1+�.�I�I-r III.i':..`I 1I.I--.I1..�...HI..;.I.-I 1r�I :I1:II �W ..! ..1,`.1.*.III� �...1.1I..I II,._..-..'...�1.I r.:.LI.I,...I..I....rI.i;:..�.-;Ii:Ii_111'�`1I;;�.11III1 I+ 1I:i"I�.-I��*."..�,.�I.-...r.�I L I.11:1.�1I1I. -.I�.IIr.*-'I�1I1,..I.LI�..�-%;-,I' -1.1..,��I,��..:..'1 1..1'I� SPRINKLERS: NOT REQUIRED - I . . TOTAL DESIGN LOAD: = 50 LB_o,•/5F TOTAL DESIGN LOAD: = 110 LB5./5F SINGLE OCCUPANCY: YES - I OCCUPANCY: (F-) MODERATE DUAN " -- - , . ROOF HAZARD OGG PA GY . %...I��,�,..�'�.�.,%,".."�...r. ..,+I.L.,I...I.�.1...I,II+��..:...II1�I..-,-.-.:"..I I,4...I.�.'r I.�..+-.:1..I 1�� FLOOR AREA PER OCCUPANT: LIVE LOAD (SNOW): = 30 LES./5F 100 S.F. 6RO55 INDUSTRIAL / 500 S.F. 6RO55 wAREHOU5e EXISTING , _ 5TORAG •. I ,.......�,:,�1.%,_-',,,-.. . . . +/- 774 S.F. / 100 S.F. = 8 + +/- 1513 S.F. / 500 = 4 (i2 TOTAL OCCUPANTS) 5TORAGE I '...71_-I.I-"...:.I.�..:,...'�1I.?.r-..:-.I:.+.I�II,I k.I�I.I 1.'..I.,I....I:I..'.....�..:1�II.�I_.I-.-I._...Ir._2.I '.,,-.-'..I,..'_..�.�I.�I,,I..�I.I,...,�..,�,".I�.:....��I.,.I,,I"I1.L..I.I.1,I I-.I��:.-,.r.,�..1I,,..�.1....,......II'I.�.I-:I,.�."�.-.,-1..-...,.1.�I..-,.��I,�.-..-.1..I...�:,".,r,:. ,.,�I.-Is I.�.1 1.I`.�1��.,1_:..�.,1I.1.�..I.I.�-..I"�.I.�1".,.-.!,A.�.r....�,.,I'.'..,"..I.'�..:..1-..-.'...II_+.1.-..: !_.�.�,�:....:.I..........�1.1,�.111,.I.1I�...,,.1.."."�rI......,1-:.:...+��+.1'....I1-'.,-,....� ;.I..�.1..,I1,...,'1...._�-. �:1II i",'.-1......I.".'..1.,-I,'I..I�I::�.1.1...I.�,,�..:-....,� ..:,-II,,-,.I,�:.:.%,rI..��..'�...:,.I. �,.,+.1I1...I..,.,....:, ;- ..�".I....-'.. ':1�.,II��I:�I.�..'.I,�..I..�..:..I......r.l..!� -...�.�.,:,.1I.�I.,..I...'..�I..I..I.�I', .�.�.- ..1 I-,.....I.II ..�...I.i+.I.".�1....�.,.1.�.I.�� . I'1.�...�-.. r. . DEAD L�>AD: = 10 LBS/SF INCHES PER OCCUPANT: .3" FOR STAIRS / .2 FOR ALL OTHER COMPONENTS LO L . ��lN EXISTING . MISCELLANEOUS. = 10 LB5./5F 12 x .2 = 2.4" REaulReo L AMAIN STORAGE (I) - 36 DOORS iZEQUIRED REMAIN . . • I - TOTAL DESIGN LOAD: = 50 LBS./SF h . . NUMBER OF EXITS: I TOTAL TRAVEL - . EXI51IN6 I I . ALLOWABLE TRAVEL DISTANCE: 300'-O"- DISTANCE: 15'-4" - - - 5TORA6 I WALL ACTUAL TRAVEL D15TANGE: 61'-4" I„ T �-- i DOOR SEPARATION DISTANCE: N/A - I EXIT LAB �p , 1 P.0 AIN . �L� 1� = I WIND LOAD- = 30. LB.,/5F TOraL TRAVEL t-� D I STANCE,,. OENERA OT o c 1_ r --I , 54- . WIND SEISMIC LOADS: - - - - - -I I ---,j4x I. GENERAL CONTRACTOR TO FIELD CHECK ALL EXISTING W i nd . Da:� 1 c W I nd .Speed . . . , e . 1 1 Oe 00 Mph M05r 1 D F I . CONDITIONS BEFORE GOMMENGING WORK. o ' ( ' ' `ice W I nd I riportanCe Fact(�r ( 1) 1, .15 REMOTE POINT . WirtC� Exposure Category ; . i , 'V , ; B _ . I L�Ev OFFLGE 2. GENERAL CONTRACTOR SHALL COORD I NATE ALL ARCH I TEG'TURAL, . . sTc RA-E In-terha 1. Pressure Coef ( GCp i) 0, 18/=0. 18 . II 1 � E EXIST. . . . . . . . I . STRUCTURAL, PLUMBING MECHANICAL WORK. Loads for comoonehts not prov I dp�j by. bu I I,d I rig Manufacturer I - 5TOR. . 3. ALL WORK SHALL COMPLY WITH THE N.Y. STATE BUILDING GODS. Carrier Areas (within 4. 20' of tc)r-ner) 25, 88 psf pressure -34. 66 psi, suction I �1EW NEW I To . RDINANGES HAVING JURISDICTION. direr Areas 2S. 88 psf pressure -i?8; tl8 psf' Suct Ion __ MEN'S WOMEN'S I REMAIN 2010 AND LOCAL CODES O O TOILET TOI ET Th_se values are the MaxiMUM values required based on a 10 sq .ft area, I D 4. GENERAL GONTRAGTOR TO BE 12E5PON51BLE FOR ANY DAMAGE Components with larger^ areas may have lower wind loads, - I TOTAL TRAVEL . SUSTAINED TO EXI5TING BUILDING, PLANTINGS, ETC. DURING I m11100DISTANCE: q4'-o" . . L _ . TOTAL TRAVEL - - - - - .� CONSTRUCTION. Se I sr�I c DISTANCE: 70'-8" - - - - - F, 7I0I � . CONCRETE MASONRY: Se r siYi I c .IMportance Factor ( Ie) i, 25 - - _ . Se i sr1 I c 1Jes i gn Category ; . r i D .. • Sial l Site .Class , : . ; e D Stiff Sof l M T .. OS , 1. CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH - Ss . , e , , , , , , , , , , , , , , , , , , , , , e ; .' 0, 26i� 'g Sds , . ; , e 0. 278 g - 1� MOTE ' THE LATEST A.G.I. 5PEG5. FG=3000 P.S.I. MIN. AT 2& DAY TEST. --51 , , e , , r , . , . , , • , . i , e 0, 061 g Shc , , , , 0: 098 g F I_RST FLOOR E�RESS FLAN N LOORRESSN POINT.Analysis , . , . , , e Equ I va l el�t Lateral Force SCALE: I/I6"=1'-0" D -� k� (A.G.I. 318-63) . Colur�n Line AH � / 2• ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL Das i c Force Res I st i rig Systen H I ) L � I }� 1 I I � �� ( �� SCALE: I/ib"=I'-o" BEAR ON UNDISTURBED VIRGIN 501E HAVING A MIN. BEARING Response Modification i;oef f t c i ew�t <R) 3. 00 Y I `� I .I h I �l Bl� ON 1.5 TONS PER 5Q. FT. Seismic Response Coefficient (Cs) 01 09 1 Dec-;i 9n Base Shear In kips ( V) 34. 82 . 3. NO CONCRETE SHALL BE PLAGEID ON FROZEN GROUND, CONCRETE BCS I C 'Structural SysteM (from ASCE 7�05 Table 12, 2-1) ; PLACED IN WINTER TO BE PROTECTED IN ACCORDANCE WITH H - Stee 1. _System not Spec i f I ct; l 1.y Deta I l ed for Se 1 sm i c Res 1 stance LO D fi� Tf STANDARD CONSTRUCTION PRACTICES. L_ - , 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE G-QO. ECGRESS GALGULATIONS: ' ' - AREA: +/- 25,251 S.F. , 5. ALL MASONRY WALLS SHALL BE: REINFORCED WITH "DURO-O-WALL" BUILDING TYPE: 11B VEL REINFORGING EVERY OTHER GOURSE, CONTINUOUS TYPE, UNLESS ALLOWABLE AREA 4 HEIGHT: - . ❑ TOTAL TR�i B OCCUPANCY: 26,000 S.F. / 4 STORIES (55') q7' 6" OTHERWISE NOTED. DISTANCE. . 52 OCCUPANCY: 26,000 / 4 STORIES (55') w. • 6. REINFORGING STEEL TO BE NEW BILLET STEEL INTERMEDIATE F2 OCCUPANCY: 23,000 / 5 STORIES (55') I - . GRADE GONFORMING TO A.5.T.M. A 305-DEFORMED BARS. SPRINKLERS: YES 9 SINGLE OCCUPANCY: NO i D '"` * v n OCCUAS +€ 5-2 LOW HAZARD STORAGE +f (F-U MODERATE HAZARD., I NEW O . 7. ALL REINFORGING TO BE HELD IN DESIGN LOCATION BY MEANS G PANCY• (B) BUSINEs ( ) . OF APPROVED DEVICES. FLOOR AREA PER OCCUPANT: ® I STILL . . , 500 S.F. GROSS WAREHOUSE / 100 S.F. GROS5 BUSINESS / 100 S.F. INaUSTRIAL �l I AREA . 8. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS (6,452 S.F. / 100 = 65) + (14,101 S.F. / 500 S.F. = 28) + (2,611 S.F. / 100 = 27) = NEwu ; UNTIL SUPPORTING FLOORS OR TEMPORARY BRAGING HAS BEEN 120 TOTAL OCCUPANTS __ _-- __ -_ -__ __ _ _ INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER GOMPONIENTS OI ER _( -----; �„ - o CONSTRUCTED. 120 X :2 = 24" REQUIRED /_ 120 X .15 = 18" REQUIRED . OOM I � u . OC I . 52 WIDE STAIRS PROVIDED / (4) - 36 DOORS PROVIDED I _ „r, I q. WALLS TO BE.PROPERLY BRACED UNTIL SUPPORTING FLOORS OR NUMBER OF EXITS: 4 I - wur.c wvrx wvrx .avrk _ I ROOF TRUSSES HAVE BEEN GON5TRUGTED. ALLOWABLE TRAVEL DISTANCE: 300'-0° ' ° -- O ° """" "o",se � -=--=---=-=-----------------1- ----_---- 9-------------- ---------------n M � MN ACTUAL TRAVEL DISTANCE: 151'-T' -- - °-------- II I' 10. CONCRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH DOOR SEPARATION DISTANCE: 240-5" / 3 = 8o'-I" REQUIRED (70'-4"PROVIDED) i ; EW PROPOSED I. .. . HOTD . I I WOMENS 5TAGING AREA TO BE STEEL TROWELED. I NEN . II. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES: .tee . MENS H.G. • . TOTAL TRAVEL � ! I EXISTING I �..T.,« IAC TOILET . . . 12. PROVIDE MASONRY ANCHORS AT THE END OF ALL BRIDGING LINES. DISTANCE: I5q'-7" ___, 1 . .STORAGE o . ___ . . , . EW . :::I I TRACK =:1 CHILLER 4 . . ---, ___1 PUMP TANK . I MISCELLANEOUS: EXISTING / -==s i E� MAIN __= AREA L1111 ffi5TORACE / IIi11 I. THESE DRAWIN05 AND SPECIFICATIONS ARE INSTRUMENTS OF �= REMAIN L - - ° I -----J -----j SERVICE AND SHALL REMAIN TH1E PROPERTY OF THE ARCHITECT. - - - - . I -------------------°I-�._-----------------`------0-------__-__-_=-=-�'-----�----- . _ i ' WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED • . - i . - - -OR OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT _ . XISTING ` - - I HLT J CLTMASH TUN COFFEE - ---- ------- . BY WRITTEN AUTHORIZATION OF THE. ARCHITECT. GRAIN 2. THE ARCHITECT ACCEPTS NO RE5PON51BILITY FOR WORK NOT STORAGE FERMENTATION AREA AREA ,a,; REA ,� REA "� XEIST, EXISTING sTC�tZAGE CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS To i , ,� ®, •�,TM U STOfZ TOILET . ER MAIN lJ - TO TO PERSONAL SUPERVISION. _ I � 1 AIN . REMAIN I, ; .� .� .� .� .� ,.�« �__j EXISTING ; . 3. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, FRIT '"`�`" "`�`" i "�`°" .� M ,�; "•^" , 11 , ECH. OPENINGS BETWEEN WALL5 `AND ROOF5/GEILIN05 AND BETWEEN WALL I To PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THRU AICA ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I..-..I.,. .r..�...�.:.i e',.,I....1.-�.',*" ...,..',��1,.�I.1.I�.. ❑ ❑ ❑ ❑ p i WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE - - - - - - - - ..I."..;I-.'I.,1. ' . r .. .�I...�I.I-...I...I I� �..I.I.I I.I.I...I...�... .I .I...I.I1�.�I�...II��I.�I 1.. -I..�.I .I I..1 I.�,.:..,�..:...I_ -....I 1,.......1_.I-.,�...��...:+ 1...-',,�.I�...S..'I� BUILDING ENVELOPE SHALL BE GASKETED, CAULKED, REMOTE 1HEATHER5TRIPPED OR OTHERWI5E.5EALED. . . POINT . . MAR,0 � 217. . 4. HEATING DESIGN IS BASED ON 6000 DEGREE DAYS 10° F I R T _ �A I I I , . SCALE:` I/I6"=1'-0" A.-'r',r^ yV-.- . OUTSIDE DESIGN TEMP. 70° F IN51DE DESIGN TEMP. I - ENERGY GODS NOTE: ®.e.�.e i- I F f 1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL PLEASE BE ADV I SFD THE GOMPL!ANGE GERTI F I GATT ON .I S BA JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE ENERGY . SED CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, . . TIIE UNDERSIGNED,Pur-suANT To sounIOLD TORN CODE SECTION ; ON PLANS �,ND SOLELY FOR:THF: PURPOSE OF: OBTA I N I NC A 280-131(n,.ACE:NOR LEDGES THAT TELE CONDI'17OAS OF 7Z IE SITE PLAN' GHAPTER-5, SECTIONS 502, 503, 504 4 505. I APPROVAL,SET FORTH IN TIi'E RESOLUTION OF APPROVAL DATED BU I LD I NCS PERMIT. IN ORDER TO GOMPLY WITH TOWN DUI DELI NES �,1Lr2o,11nRE AccEPTEn(SEE coNnITIONs oN REsoLUTlo v). . ADDITIONAL I NSPEGT I ONS AND TESTING MUST BE DONE TO OBTAIN . . . PLEASE PRLN"I. 1b1E Gr Er 6T�-- , � A GERTI F I GATE OF OCCUPANCY - ' w___��_._ -/-ice e_1L 41/7 r .. AUTtiO... .yS1GNA3'URE TITDATE , , PROPOSED INTERIOR RENOVATION FOR . APPROVEDBV '' M,4TGHBOOK DISTILLING GOMhANY; LEG . �, . TORI.Ol�,�SOLTMOLI)PLA, SING BOARD• � ��. � J. �sI . , . i Q �Q �++��j � . 230 GORWIN STREET ,.6REENPORT N.Y IIg44 . Ii a - ® . SCALE. A5 NOTED APPROVED BY: DRAWN BY,RK . SI('..�ATU1{E fi . . CHAIRPERSON nAT, � . * DATE: 06-20-i6 REVISED BY, • NOTE:The approved srte development t:t!ae s!-uM he valid fora Mod of ei h±een 1 � �:'r� �7 j. ` � •. . . . ren!h from the date e!apr,res^al as per ceec section 285-132A p . s t I 1 a b e r li . J. G r u b e r - lir e h i t e c t 13571 4-16 �x re55wa Drive 50. Medford, N.Y. 11763 (63 ) 654-4q4q ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.05.1-1 )� a GO�/ER SHEET, NOTES, PMR. ISSUED TO PLANNING 01.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 _ IOFII EGRESS DIAGRAMS , CALCULATIONS �oB, ' #16-071 ' � ;t.: ,,,,,.,. 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I L.i NN�T ' _ I NFORMATION -TA<EN . ® ® : GOO�L� EARTH ON 'SIO/I2/I6 � V�IN 000 000 0000 000 0000 S �T SOO 000 B 0 IED - PL ♦ OF SOUTHO D 000 TOWN 000 DATE 000 N 000 0100 I , 2 017 ♦ � 1�\� „ ' ., _ �°iar��litrT,Stir : PROPOSED INTERIOR RENOVATION FOR • • . ,,��.,;,,ya�::F:a�k'�a�,�� M�•TGHBOOK DISTILLING GOMP,4NY, LL C,. 230 GO�<YJIN STREET 6REENPORT N.Y. IIQ4'4 �� SGI�LE7 A� NOTED APPROVED BYr DRAWN SYI RK LO �` '�I SGALE: I 80-O � �`� �+'� � l' � DATE. 06-20-I h " REVISEv eiT� �� I I ON`C �� I `� bert J. Gru - •w ber �r�hlte�t 4�f6 >`x res5wa�; Drive 50. 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(F ( I 7� M $ PIPING WATER I ; REMAJN I G�'r0� 1y) O -, N .{./- rJ" rOa� ,•�• 1'.`0 1 13.3' TO REMAIN WATER WA Q 20.06' 1� I 5T I L` - NEW 1500 GALLON �' �ED I 1/_ - 26.21 . UNDERGROUND jS6.51' r^ W i i' PROPANE TANK ' z A R I (F OHO (� 5F• - - . E . . . pp,, WP .. Q I +l_ I yr I I, i . . U1 NEW WATER MAIN 128.bp' 1-1 .0I -1 .O ' I EXIST. G ;ASS AREA . - - WP � _' - 1 - 1I TO BE MAINTAINED . i i .. . I _ i 0X15 aUILDING I' Q 101.31' .... TING o N 5 . _ T�R'�`G � 123.2 , 138.88' o NOTA: d . . . , -•� 6 Q I i2-1 / S,f. „ ALL EXISTING INFORMATION TAKEN FROM SURVEYS $ SITE PLANS BY:, . . . . I - ,NI 17.6' .. I = EXIST. GRA,55 AREA Q'-O" WIDE X Iq'-O" DEEP STALL Tp. . TO BE MAINTAINED , I ;I`' (1) 17.7' 0 34.24' IOq.�I9' - N I GARRET A. STRAND ARCHITECT >_ \C � - � . I . . . I . . I - � . . 1 . I . . I I � � : . I I � . � 11 . . . I I . I— — I I .. 4 . .' ' .� '. , I . - . � I � . .1 . I . 11 . '. " . It .. . , . I-� . I . I . I . . . � . . I . . .1 . . I I . � . . I - . .- . . . I .. . I I : . ,, � - 1. . I I .. . � � . I I . 11 �" � : � ,: - . . I . . . I �* . I � , .1 e - . I � / . . . . � I. I I . . . I � �I I �, I , I :11 - I � ,, .� . ,,, � , ", I �. . '�.- . .. I d-.+..�..I.d I�.d�..d.I.�....d.I�....I....�.I.-..1.I I�..II....dI...�d.r.......I.I�...I d.I.'+I.��...I.Id.L..I I..d.I.dId.�....I..�d..I.......�I.I I�.�I.�..d......d�..�.�I�.:II.I.I�.,...d....I.II..........I..I�I...I...�I..II.d...�.�.dI:..I...I..I.I.+./.. C INSTALL NEW 6'=0" HIGH MAIN ROAD P.O. BOX 1412 I 1 / / 6 SHS _ I ri, - PRIVACY FENCE SOUTHHOLD,'NY. 11171 LL�� AS PER OWNER �AI BASS A D IL Iq, I- . , _ / to XI ST G 1� T N.' 19.0' N + -' 4I� N 1'0 BE M'41NTAIN DA . . DATE APR o �. - 53 - ® N . RICHARD P. ARELT ARCHITECT 34.27 11 EAST SETAUKE . *0 6.q' _ . . . . - DATED MAY 2, 183 I , p EXISTING FENCE TO REMAIN FEHRINGER SURVEYING PG ' ' ' ' ' r r r r r 1 4 S REPAIR / REPLACE A5 REQ. . 8 4 S0': AVENUE o 10 20 3c7 40 50 60 o ao ao l o0 . . . sEAFORD MN.Y. [I-a7 I I I I I I I I , - '; : !_ I i PROFOSED SITE FLAN _..-_ � - LEI 0 DATED MARC!i ;q, 2016 . -1_d . -- . _ - . GA 2 O" . 12" 12" . . . t t +-f . & NRL NOTES: PKINC� GLGULTIONS: . d �1 - NO . . - - G , PARKIN . I. ALL ELEVATION, ARE BASED ON NAVD (Ig88), USG $ G5 DATUM aNrnMF PARKING REQUIREMENTS PER BUILDING: . .: ,,,. . , r''` '` %"' :-,} . ''' -�c n`,.. I &' � 2. THERE ARE NO KNOW NEIGHBORING WELLS WITHIN 150' OF THE PROPERTY " I STORY BUILDING (PROPOSED VINEGAR LIGHTING I h1=0RMATI ON: # A- �' .. . 6 DIA. , . 6 DIA: . . ,'< f_,, . ";;t �,, °r: I. 3. THERE 15 NO SURFACE WATER OR WETLANDS WITHIN 00' OF THE PROPERTY +/- 2,25'1 S.F. u A 3 ;., .° I: r 4,,,V� GONG Z X GONG z x MANUFACTURER: LITHONIA LIGHTING � < MODEL: WST LED PI 50K MVOLT ss}� ., ;. I SPACE PER 500 S.F _ P05T - „ 4,�' , ��. :' 4. THE CONTRACT O +/- 2 51 / 500 - 4.5 SPACES POST ; ;'•'` ', "ti.x„ a-. ..„ ,y p$ - bR IS SPEGIFIGALLY CAUTIONED THAT THE LOCATION.AND/OR ELEVATIONS F ,2 _ : - SYMBOL: " # � �,e XISTING UT ITIES O O ❑ +•°'- E IL A5 SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY 'd•' d- x - 1z d): ,z d) r ° y P NI SAND COM A E WI1 OSSIBLE MEASUREMENTS K THE FIELD. THE INFORMATION I5 NOT TO I STORY BUILDING EXI5TING STORAGE I,,, ERE P TA EN IN ( ) '„. ; ,y. ,� .. _ 0, r� ,,A , �„ , . I. ALL NEW LIGHTING TO BE BARK SKY COMPLIANT . . " ,� ,` � � - a._>:,��•:.:_ : BE RELIED ON A .Y ,,' " .: . : E3EING EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE APPROPRIATE AREA: +/ 5217 S.F. 2. ALL NEW L L ..,. , :- 1�"a v,o � M Y,- w, IGHTING TO BE INSTALLED BY �. ! r UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION 15PAGE.PER 1,000 S.F. " " ]]'�� j' � : LICENSED CONTRACTORS $ BE COORDINATED 't^(/ ,- " i'' ' OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING +/ 5 q7 / 1000 = . (d $4; .:# Ei x " r 2 . TGAL EN 1' . ', ° + „. .�t., 'i''`' w , UTILITIES WHICH CONON THE PLANS. NArmicAP PAwaNe No PARK�Ne k a NFLICT WITH THE PROP05ED IMPROVEMENTS SHOW a17 0 t 4 y' d' , '.r?: sx i d. �.. 1i 1, a STORY BUILDING 5H 3� � a I ED MAR 9 .2. �_.,: ;. � °:;: ``•`" ;:; ( ). PRKINO IDENTIFIGf�TION SIGN . k. 4 ,•. . :I: ; 4d, _. ,,; �+ 5. CONTRACTOR E OV DE 5 PPORT TO AND PREVENT - . t ", 1 NGAGED IN EXCAVATION OR DEMOLITION SHALL PR I U AREA: +/ 411 S.F. " '� ' ' .. ai�,' .. '."� SCALE,N.TS. " -TLt(S," t ,.,-1 , DAMAGE TO ANY UNDERGROUND UTILITY. IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, THE I SPACE PERI 18 CLEAR OF FAGS OF CURB <. :'': .., Ie'.:, � g;. 000 S.F. P.„r:n•;...�7rd' . . *k ,,;;;, .r ! CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OPERATOR OF THE UTILITY AND NO BACK FILLING . +/- 410 / 1000 - + w� . I 0.4 SPACE ��. .' V'l SHALL BE DONE 5'r THE CONTRACTOR UNTIL REPAIRS ARE MADE AND/OR WRITTEN APPROVAL BY THE a, : .$_ u ZONING I NI=ORMT I ON �`1 ,,, UTILITY OPERATOR. S.G.T.M 0 1000-45-2-44.5 . a„�. "", ; e - c gym' y . ` �: I STORY BUILDING (PROP05ED DISTILLERY), , $a:; Aal 1 �'� �� .. ZONE: IG . . .� ., ;f' .{ :».` L HT INDUSTRIAL a . = g� ry .'.., . ,,,, ? `, AREA: +/- IS,g7q 5.F: ,, i„_ .111 , ? 6. CONTRACTOR 5 05ER THAN 6 INCHES IN ANY H USE OWER EXCAVATING EQUIPMENT GL , . ,.,. ;� L NOT P 1 SPACE PER 500 S.F. ITEM . REQUIRED EXISTING PROPOSED ' . COMMENTS , .;.: - _,.,, . . . AL - $ is ";.:, "'. r'M ., DIRECTION FROM I-ROM STAKED MARKED OR OTHERWISE DESIGNATED PERIMETER OF ANY _ = 4. r � t„ . % ` { +/ IS,g7q / 500 51A SPACES LOT 51ZE 40000 S.F. MIN. 6'1,116.16 S.F. NO CHANGE ..' EXISTING COMPLIES 11ar »J;. ,�, . ,. ; . ' . UNDERGROUND UTIL . . . '' F3.. �, o _ e o ": 3- LOT WIDTH 100.0 MIN. 625.84 NO CHANGE . EXI5TING COMPLIES A; ;4 .; . . 2ND STORY (LAB / STORAGE): rr .... sA, G ,� _ :., r P OV ® BLOT DEPTH 150.0' MIN. W1.12' NO CHANGE : ' EXISTING NON CONFORMING :'tom -" £q, ', �' < EXCEPTION: AREA: +/- 4 2-12 S.F. . ' a� POWERED OR MECHANIZED EQUIPMENT MAY BE USED FOR THE REMOVAL OF PAVEMENT OR MASONRY . . FRONT YARD VARIES eY / 13.3' NO CHANGE EXISTING NON CONFORMING` '''; .;... , + m I SPACE PER 1,000 S.F. PL .t�ti�� G Ei®AD SETBACK BUT ONLY TO TH EPTH OF SUCH PAVEMENT OR MASONRY . . 4 PA E 4 272 1000 may;, 3q' '� •,' , ' �, " ''. w 51DEYA . r' -.Q.,T . : T01f"Jh. OF, SQUTHOLD RD 20.0 MIN. 26.2 NO.GHANGE... EXISTING COMPLIES .��I�"LI1,.�1.A,,I-;�.,-.;1 �, r >, '•- I1, " "� 4+' '1. PRIOR TO ANY bEMOLITION CONTRACTOR SHALL SUBMIT DEMOLITION 5EQUENGING PLAN TO OWNER STORY BUILDING (EX STI 5TORAGE):' SETBACK ", a ': j FOR APPROVAL . -,�. I1 ; AREA: +/- 5,086 S.F. DATEa 01 TI , .A,�- I' .a. " " , " II l REAR YARD 70.0 MIN: 5.3 NO GHANC, EXISTING NON.CONFORMING ° , � � I SPACE PER 1,000 S.F. . . rr 41 5EIBAGK ,gym I A +/- 5,086 / 1,000 = 5.1 SPACES / ��f ` zI"'I�7� ' . LAND50AFE 25% MIN. +/- 15571 S.F. NO CHANGE EXI5TIN6,NON CONFORMING XISTINC� P}� INC� G,�4LGULTIONS: TOTA PARKING SPACES REQUIRED: -, AREA 23.1% . EI MAL 58 (57.4 SPACES '� A5 APPROVED BY TOWN OF 50UTHOLD PLANNING BOARD ON MARCH 25, 1155 TOTAL PARKING SPACES PROVIDED: 32 SPACES LOT. 30% MAX. - +/- 32,038 S.F. NO GRANGE EXISTING NON CONFORMING SCALE: NONE SYSTEM # AREA VOLUME REQ. VOLUME PROVIDED INSTALLATION (30 REGULAR SPACES $.2 H.C..SPACE) COVERAGE . . - 4.7.1% :. P-1 2,340 S.F. 363 G.F. 382.4 G.F. I POOL = (1) 10' DIA.'X V-8" SOLID DOME BUILDING 35'-O" MAX. +/- 38'-O ;. 'NO• CHANGE EXISTING NON CONFORMING . . (1) 10' DIA. X 4'-O" DRAIN RING 2 EXISTING LOADING BERTHS TO REMAIN HEIGHT TOWN: OF. SOUTHOLD - „ P-2 6,440 $•F. 1,000 G.F. 1,040 G.F. 2 POOLS = (I) 10' DIA. X 3'-8" SOLID DOME PLANS PREVIOUSLY APPROVED FOR 23 PARKING SPACES BY PL,�NN I NG BOARD NOT ice: NUMBER OF 2 MAX. 2 NO CHANGE EXISTING COMPLIES . (1) 10' DIA. X 3'=0" 50LID RING - : . . (1) 10' DIA. X 5'-O" DRAIN RING . . _ . . CORWIN STREET (50') GARRET A: 5TRAN6 ARCHITECT STORIES -- -- - --- - -. _ _' __ _ P-3 11,800 $.F• 1,636 G.F. 1,168 G.F. 3 POOLS = , (1) 10' DIA. X 3'-8" SOLID DOME MAIN ROAD P.O. BOX 1412 I. THE PLANNING BOARD HAS AGREED TO WAIVE,THE (1) 10' DIA.X 4'-O" 50LID RING 50UTHOLD, N.Y. 11171 PARKING REQUIREMENTS PURSUANT TO TOWN COV PLEASE BE ADVISED THE GOMPL 1,4NGE GERTI F I G,4T1 ON 15 BASED (1) 10' DIA. X 4'-O" DRAIN RING DATED FEBRUARY 4, I113 280-133(0);SPECIFICALLY, BECAUSE THIS SITE PLAN B EGA ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAININO :A , W. E}.I5TING BUILDING - HAS BEEN REVIEWED AND DESIGNED TO BE FOR w UILDING INC N P-4 7,828 S.F. 1,271 G.F. 1,512 G.F. 2 POOLS = (1) 10' DIA. X V6SOLID DOME MAXIMUM PARKING SPACES UTILIZED ON ANY GIVEN DAY: 5 SPACES OWNER USE ONLY, WITH A SMALL NUMBER OF BUILDING PERMIT. IN ORDER TO COMPLY WITH TOWN GUIDELINES .0.Id I I I1.I.,I1I-..II 1...,..;�I.. I MMNABT TO REMAI (1) 10 DIA. X 41-0SOLID RING EMPLOYEES AND NOT OPEN TO THE PUBLIC. THIS }"IILL ADDITIONAL INSPECTIONS ,.ND 'TESTING. MUST BE DONE TO OBTAIN _ (1) 10' DIA. X 4'-O" DRAIN RING G�pi,4� ( - . BE INCLUDED AS A CONDITION TO SITE PLAN O O DETERMINATION AND MEMORIALIZED IN A RESOLUTION f� GERTIFlG�TE G 7 MAIN BUILDING 2,520 �F 420 G.F. 5ql G.F. 2 POOLS = (I) 8' DIA. X 7'-O" DRAIN RING C °' - PART B - P-5 AT A DULY NOTICED PUBLIC METING. - ----------- . ^_- (1) 8' DIA. X 1'-0" DRAIN RING I ;fi?OPOS;-P INTERIOR RENOY,4TION FOR. 2. ALL TRUCK TRAFFIC SHALL BE DIRECTED DOWN �C' >; , !,-1AT..,rJE300iK 'D I ST-I LL I NG COMPANY•- LLC ,, , C G ISLAND RAIL ROAD . NOTES: , A, ,, i ,- ' -'"- - I. CALCULATIONS TAKEN FROM SITE PLANS DONE BY: . . .. NINTH (1TH) STREET IN ORDER TO AVOID INTERACTION � •I J. �0•y 250 GCRUHIN I fR ET 6REENPORT .Y. 11944 . �4 �R� ; . APPROVED BY, WITH THE GREENPORT HIGH SCHOOL_ACCESS POINTS - 0 - . SCALE. A_7 NOTED DRAWN BY,RK . ` N GARRET A. 577ZANC�, ARCHITECT RICHARD P. ARELT'ARCHITECT Q .AND GROSS WALK, AND RE5IDENGES ALONG EIGHTH 9� SCALE: I =80-O MAIN ROAD P.O. BpX 1412 EAST SETAUKET, N.Y. STREET DATE: OE-20-I r REVISED BY , 50UTHHOLD, N.Y. IIcI DATED MAY 2, 1155 p:, ..t'. II DATED APRIL Iq, Igg3 .: Robert J. GrUbP.l^ trGhlteG 3. ALL NEW PLANTINGS / VEGETATION ALONG GORWIN 476 Ex res5wau Drive 50. Medford, N.Y. 11763 (631) 654-4q4a' . OR NINTH (qTH) STREET ARE TO BE COORDINATED lT, i G ER. ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'7.16 RESUBMITTED TO PLANNING 01.03.17 WITH THE SOUTHOLD TOWN HIGHWAY DEPARTMENT "t OF ;� SITS PL,4N; G,I r I . .4TI . 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I. s. .,1, ' `- 0.56 fc 4.99 fc 0.00 fc . N/A N 1 A Prop Line AFG W� 0.01 fc 0.05 fe , 0.00 fc N /A N /A .f�t t ` r l;t. Grid .`.< - .. TICa ions::-7 SEW.:,►r [ ritc>t,llwt... ra �,.lt. 0 00 fc N /A N!A ,. SCI - .. 0.23 fc 3,95 fc ' Luiltllt"11r`+ + ic �il C (:: .B. +4 ' ' / ' .He1dht: ;1 q q Heigh; • NOTES ESE LIGHTING C Vilidth, a' Width' :'. . 1. THESE AI~CULATIONS ARE NOT A SUBSTITUTE r t , C. FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING : SUITABILITY AND SAI= ;:rr >,��., ETY. l - t�� . Dep h.. , .' Depth;. 2. THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING " SPECIFIC CRITERIA, ANY DEVIATION FROM STATED h.: : " tc.x,rif WIT �lVeig PARAMETERS WILL AFFECT ACTUAL PERFORMANCE.. t,rrtr,'. 3. ALL QUANTITIES ARE BASED ON FIXTURES SHOWN IN THE LIGHTING CALCULA Y S ONLY. LY. �. IONi a( tt 4. THESE CALCULATI()NS ARE BASED ON LISTED FIXTURES ONLY. SUBSTITUTION OF THESE FIXTURES VOIDS ALL CALCULATIONS, 5. ACUITY BRANDS LIGHTING RESERVES THE RIGHT TO WITHDRAW THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF1�+i_3rrtt�fy . SUBSTITUTIONS OCCUR. int CORWIN STREET (50•) 5. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS BASED ON THE FIXTURES SUPPLIE 1--, E, BUILDING W EXISTING BUILDING [ � , v: �� t MAjN BUILDING TO REMAIN /� n `'}' T A APP1a®Y !.D tai 1 " PAR k PLA NN BOARD MAIN BUILDING B „r".► D RAI OL R TOVP "f�F SOUTHOL® PROf'USED INTERIOR RENOVTION.FOR : C7 .. LONG IS " :, , ,,, i�'I/�,TGH800K D I STILLING GOMP,4NY ;LLG ''i s 3O GORWIN STREET " 6REENPORT N.Y. 11,144 NOTE: DAT .� i � o l . . 2 PHOTOM TRIG SITE PLAN PREPARED. BT : f`� � �; 'T SCALE, AS �vJTieIJ kF'f'ROVED BY: DRAWN BY.RK <E)000' F L A I `I SCALE: 1 aO'-o'� ;4GU I TY BRAND LIGHTING A 'j` ad DATE, o�-zo-16 REv1sED BY -10 PEAGHTREE STREET, NE SUITE 2300 ATLANTA, Grp 30301-1676 s Robert J. Gruber Architect 476 Ex re55y,,a Drive 5o: Medford N.Y; 11763 (631) 654=4g4a -800-122-,1641 8 �7� ' . PHv'TOMETRIG' SITE PLAN, D 6 ER. ISSUED FOR PERMIT 08.10.16 (DENAIL) RE9U�MITrED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.1 J07 ISSUED TO PLANNING 0 1.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 05.06.1'1 � ` , GALGUL,4TION5,,NOTES .DETAILS ,OB.', # 16-Oi l 601-0". • LEGEND ............ . X WINDOW TAG 858 I/2 1/2" :SEE WINDOSCHED W ULE .. p I , 5 5/$" +� 581-0° 8 5/8" - -- =-- - - - - - - - - - - - - - �- SEE,DOORSCHEDULE XDOOR tA6 NEW W p '.. NEW NEW NEN .1 NEWF WALL TAG NINE54 WNE 64 NI 64 NI NE 54 WNE 54 X 54 1 ' , X SEE THIS 5HE ET " E E STORAGE STORAG STORAG STORAGE .. STORAGE K TAN TANK TANK TANK TANK. EXISTING WALL / ITEM . i TO BE REMOVED SEE GENERAL DEMOLITION I INOTES THIS SHEET ' p NEW AGETATOR 8 WALL TO,REMAIN . : . E N " PILOTFILTER I SEE ALL'TYPES'- AREA O +/- N 200 S.F. ' EW FRAMED WALL n I -� i NEW NEW NEW , . NEW - + 54 X 54 54" X 54" 54 X 54 • ` SEE WALL TYPES VINEGAR W I NE WINE W�4REHOUSE AREA. , OLDING 5TORAGE STOP r, " NEW I HR RATED WALL : I TA T TANK NK TANK m� WTYPES'. . , SEE ALL I I I NE „ w L — - - - - - - - - - - - - - --1 120 TRENCH DRAIN „ . — — " NOTES: NSW EXISTING RAMP `Q 3COMPARTMENT NEW TO REMAIN.,. . DN 1. ALL DIMENSIONS ARE Tor BE FIELD VERIFIED 51 NK . HAND. NEW PRIOR TO ANY CONSTRUCTION OR PURCHASE m SINK NEWEO : 24 X 120 , `� 54" X 54" NEW TABLE 2:,1F ANY DISCREPANCY.EX15T CONTRACTOR ] 6 VINEGAR . 5.'14 CONTACT.—ARCHITECT ASAP FOR RECTIFICATION HOLDING. BLENDING . PRIOR TO THE REGOMM ENGEMENT OF WORK IN NEW 4" LINE 'TANK TANK OUEETION ;. o — 3.'ALL FINISHES AND SPECIFICATIONS ARE SANITARY SYSTEM i 1 I NEW EMERGENCY NEW A5 PER OWNER . -r-3 1/2" EYEWASH 4 24" X 120" 8 5/8" SHOWER AREA : TABLE TION NOTES: NEW I +/- 46-6 /2 GENER,�L DEMOLITION UNISEXT AN. I IT 15 EN IBI I F DEMO I TI O TO READ'AND F LLY UNDERSTAND THE SCOPEOF WORKTIN THESE'-. : - - - � O,I LET S. 1. NOTE: AS PER GORE THERE ARE NO STRUCTURAL DRAWINGS AND,NOTE CHANGES TO THIS BUILDING F- I- F- I- F- , ' 2: PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR . v Z v ►V U V iU V V I 15 TO ALK'THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY. 3 3 2 Q Z' W D QQ ISSUES SHOULD BE BROUGHT TO.THE ARCHITECT'S ATTENTION'. 0 N U1 U� U1 N. N IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT NEW ADA z z z zWRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN BI-LEVEL c\1 " +/- 8-0 .5-6I/2 DRINKING 1 THESE.DR.AWINGS O FOUNTAIN S r s O 5. CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR BY ELKAY I/2 CORRIDORS WITH ANY DEBRIS OR TOOLS.DURING DEMOLITION OR OR p NEW RAMP CONSTRUCTION. APPROVED + + 1:12 SLOPE MAX. DN . EQUAL to I 4. CONTRACTOR TO OBTAIN ALL NEGE55ARY.UTILITY DISCONNECTS PRIOR TO THE START OF ANY WORK 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN 1/2" I/2" ' ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD. Ilk ''BARRIERS ARE TO BE SECURED WHEN NO WORK 15. BEING •..'' •.:.'.:.., ' ,•� , PERFORMED. PROVIDE 2X SLEEPERS AS REQ. FOR PLATFORM 6, WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY ' '•':• i i i i i i i : i i i i : DISTURBED AREAS WITH CONSTRUCTION TO MATCH„ADJACENT PRIOR 0 .24 6 8 10 12 14 16 IS 20 TO INSTALLATION OF NEW FINISHES.' I I .: • '1: CONTRACTOR IS TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS ,. ' • : ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL`. DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSE _ I RST BOOR GONSTRUGTI ON =l.AN \/ I NEAR E3U 11�D I No 1/4"-1'-O" BY THE CONTRACTOR.:,. ; : . SCALE: _ - OF • AND REMOVED FROM THE SITE 8. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND /-� � . . L . . : BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL ' MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO.BE ABANDONED,. MOVE A SUCH WO RK,GAP.OFF LINES LEGALLY AT FINAL RE ALL INAGGE551BLE.PENETRATIONS. . , 10 CONTRACTOR MUST PROVIDE:PHOTOGRAPHS OF EXISTING " CONDITIONS THAT MIGHT BE � ' •. " MISCONSTRUED A5 DAMAGE RELATED TO REMOVAL OPERATIONS,,. E AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE.START OF WORK...' EXISTING 5TORAGE TO REMAIN O Q EXI5TING - STORAGE TO REMAIN EXISTING � FORAGEEXISTING APPROVED N REMA IN " 5TORAGE TO REMAIN ., PLAN S OAP. TUY�'�! C?� 54UTl�+OLS - EXISTING DATE T RAGE TO REMAIN P;rAR 0 '2'017 � ., St., 'lc,dIm,n CORWIN STREET (50') �'failiti'in r PLEASE BE 'ADV 15ED THE GOMPL I A NGE GERTI E I GATI ON 15 BASED :- ON ASED •ON PLANS AND SOLELY FOR THE PURPOSE- OF .OBTAINING A BU I LD I NO PERMIT. IN ORDER TO, GOMPLY WITH TOWN .OU I DELI NES ' w Lnrrrc TO ]]ENG ]BUILDING ADDITIONAL INSPEGTION5 AND TESTING MUST BE DONE TO ':OBTAIN I "N ART I�uVG TO REMAIN —� A GERTII=IGATE OF OCCUPANCY MAIN BUILpING _ PART B PROF05E;D INTERIOR RENOVATION FOR D RAIL ROAD LONG ISLAM ,. MATCHBOOK DISTILLING COMPANY LLG CsR� 230 COR.WIN 5R�T STI 1I�\.I }I,\I iI�\I r 6REENPORT N.Y. 11944 I I I I O I `► G O I �S T R U:G� I O I � FLAN SCALE: AS NOTED AP ROVED BY: DRAWN BYE RK ' RST FLOOR' DEMOS / N SCALE: I"=80'-O.. _ SCALL: I/8 -I-O � Y:� ��, DATES ' UG-2C�•-�FJ REVISED BY i . �. Rober�. j. 0ruber. N � I ( I �� (FAR E3� 0' . 4' - 8' 12' 16' 20' 24'. . 28' 52' 36' 40' � � � 4-16 Ex re55wa Drive 50. Medford N.Y; 111631 (631) 654-4g4q -� c �* ` IST FLOOR DEMO / CONSTRUCTION ` °. �' ' ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.03.1"1 ,� 5 2� I .O� S .F . ( 01= II ISSUED TO PLANNING Oo1.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 – N VINE #16 071 PLAN GAR � MAIN BUILDING PT GENERAL O EQUIPMENT SCHEDULE O EQUIPMENT SCHEDULE DEM OLITION NOTES: IL Item Item E G E I� .`: No Qty Equipment Category Manufacturer ;ize: L"x W"x H" Model Number GAS ELEC. WATER REMARKS No Qty Equipment Category,, . Manufacturer Size: L"x W"x H" Model Number GAS ELEC. WATER REMARKS I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO" 1 1 Large Undercounter Fridge Bevera a Air 7 9 9 9 2 x 23 1/4"x 34" HSB-12 12 1 Coffee Drip Urn T.B.D. T.B.D. . T.B.D. • FUD NOTES.UNDERSTAND THE SCOPE OF WORK IN THESE . 'READ AND 2 1 Medium Undercounter Fridge Avantco T•a.D. T.B.D. 13 1 Hot Water Urn T.B.D. T.B.D. T.B.D. DRAWINGS AN WINDOW TAG " 3 1 Espresso Machine Wega 28"x 22"x 23" T.B.D. 14 1 Icoild Brew Ke irator T.B.D. T.B.D. T.B.D. . X g 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR 'SEE WINDOW SCHEDULE ' 4 . 2 Double Sink Regency 41"x 22 1/2"x 44 3/4" 600S21717 15 1 Commercial Bunn T.B.D. T.B.D. T.B.D. TO VERIFY THE EXTENT OF DEMOLITION. ANY CT'S A I S TO WALK THE 51 TE 5 2 Handwash Sink Regency 14 1/2"x 18 3/4"x 33" 600811014 16 1 Smeg Fridge T.B.D. T.B.D. T.B.D. DOOR TAG ISSUES SHOULD BE BROUGHT TO,THE ARCHITECT'S TTENTION X IMMEDIATELY. CONTRACTOR 15 TO,NOTIFY THE ARCHITECT IN: SEE DOOR SCHEDULE 6 1 Ice Bin Regency 3 ^ " " 17 1 Book Shelf T.B.D. T.B.D. T.B,D. R W ITING OF � .' ` '`-' : 9 Y , s x 1a v2 x 33 soo161s36CP ANY D15GREPANGIES OR ITEMS NOT INCLUDED HEREIN 7 1 Slash Sink Re enc 18 1 Basin Sink T.B.D. T.B.D. T.B.D. THESE 9 Y T.B.D. T.B.D. DRAW NGS 8 2 Rinse Trays T.B.D. T,B.D. T.B.D. 19 1 Jarnitors Sink T.B.D. T.B.D. T.B.D. X WALL TAG 3 CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR SEE THIS SHEET 9 1 Ice Machine Kold Draft 2 "x 28 1/2"x 31 1/2" SC200-No Les 20 - 1 Drinkin Fountian Elka T.B.D. T.B.D. CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR 6 g 9 Y CON 10 1 Dishwasher Noble Warewashtng 2,4 3/16"x 26 1/8"x 33 5/16" T.B.D. 21 1 Ernergency Hand/Eye wash T.B.D. T.B.D. T.B.D. 5 TRUCTION. 11 1 Grinder T.B.D. 2 „ r_.----- -_�,, 3 x 13 x 7 T.B.D• 5 1 'TO BE REMOVED StIN& HALL M .• ,. 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY.DISCONNECTS L.________ ___j' . PRIOR TO THE START OF ANY WORK:: SEE GENERAL DEMOLITION NOTES THIS SHEET,. S. TEMPORARY PLYWOOD BARRIERS ARE TO BE iNSTALLEC'WHEN TO APPROVED ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD I EXISTING WALL TO REMAIN Y �M : D W R -� 7 SEE WALL TYPES SANITARY 5Y5 BARRIERS ARE TO BE SECURE HEN NO WO KIS BEING 1 PERFORMED. I . NEW FRAMED WALL-' b. WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY r —� SEE,WALL TYFE5• D15TURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR EXIST. H01 jSE TO INSTALLATION OF, NEW FINISHES TRAP TO REMAIN -. 7. CONTRACTOR 15-TO MINIMIZE THE AMOUNTOF DUST AND DEBRIS NEW I HR RATED WALL SEE WALL TYPES"- ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL DEMOLISHED MATERIALS AND DEBRI5.5HALL BE LEGALLY 2 DISPOSI=D 51 CONTRACTOR. 5 �� 5 F.AND REMOVED FROM THE SITE BY THE GO TRAG O " Zf1 TO PROVIDE ALL SHORING AND NOTES: 8 THE CONTRACTOR IS REQUIRED BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL. J13 HB .B ..►s FIB . :IB • .IB .te , 5 MEMBERS AND INSTALLATION L : OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED 01 ER' ANY. CONSTRUCTION�► q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, a PRIOR TO ANY CONSTRUCTION OR PURCHASE. " TRI-STEAM 100 500 NEW 4 SANITAR LINE I 600 . .. RK, GAP,OFF LINES LEGALLY AT FINAL'`,' , REMOVE ALL SUCH WO . ' • Y ♦ SPIRY SAFE INAGGESSIBLE PENETRA O S 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO (0 MILLION TO CONNECT TO EXIST. I GAL. GALLON ''` GALLON TI N a I STIL STILL STILL BTU BOILER < FIELD VERIFY EXACT .. � , CONTACT ARGHITEGT'ASAP FOR RECTIFICATION •:�` = s` LOCATION TYP. < : .. . , . . . . . . E 15TING � O 10. GONTRAGTOF MUST PROVIDE PHOTOGRAPHS OF EX , ., .. -. � � :• QRE5RI00 THE ° •. I ,: : . . CONDITIONS THAT MIGHT BE RECOMMENCEMENT OF WORK IN TRUED A5 DAMAGE A - a wwww.w www ww.www P=' ♦ . MISCONSTRUED RELATED TO REMOVAL OPCRATIONS ' 3. ALL: FINISHES AND SPEC,IF.IGATIONS ARE F �� „ 1 ♦ AND IS TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. . 2 2 A5 PER OWNER t EXIST,: 5PRINKLER R15ER Le MILLION rt I ♦ REMAIN - < BTU 501= I TO A 1 ♦ PROMOTION GLEAN OUT I NEW TRENCH DRAIN GLEAN OUT :'. 5 5 I I t'J SALES AREA ♦ 1l.EW 1 I! • t ♦ . SPARK FREE STILL O `:-1 _ — E !� r 1 d I /� ! I1 I I N ;1 AREA II i -_- I O I t I I - / GLEA •L - F. U XI ST q 13 1 r' �� V . a n �< I � I I ' Q.. : TI 5 < M 5 TILL5)25 M IN FROM _a - dJ I- , I OU FD tit T t < � YI , ♦ I I . I 1 � N -� 0 1 II__ VES 4 TIBIILE I : i 4 - , - -- " l it „ 7. J5 /�' _ t/z'"fir ^' v O 4 2 - --- -- _ ♦ I - 0 b� � 68 I/2 X [.y'_ .f ` 'III '' -• R"� • �j :. . I - ,. XII � •�{. :♦ . ; . ° (=XISTING 1 II ae"X aa" --1 , ae�x a8"x 1. SHED I I W Lu m I . N @ .. 1 - 56 I/2"HI6 I/2"HIGH I/2"HIGH S6 I/2 HIGH CHILLER O -- O O" ♦ O F- O TO BE l �iILL�Ry 6CHIL�t'�L _ � G R CHILLER FUTURE �^ I I --- -- MOV d L \�, r , [r -D -� A -�T--- -- �❑• n : l _ i 1 'n 1- " I I ♦ j I I I ♦ I NEW FLEXIBLE METAL CONDUIT,SIZE TBD., i l ( / /S ♦ w w I�N w wwNww w aw� w w awwaaaaaa� •w ---- I 5.' ,. ^ - I L--- -- '-- - ,• A! I - 1 1 ro S ♦ 1 I NEW r 1 / ♦ 1 1 CHILLER 4 U@ , PROPOSED - --- I " _ PUMP. TANK I lt1 TO410 AIA.X \REMOVE EXIST.r�Ld..B +! ,:' I� 1�5"HIGH iNST iCD r'LEX15T. SLAB UNDER 1 i AREA I♦ 5000 GALLONALL I/FW POi_IS A8' IEO qi EXISTING STORAGE r/ -9/ r+ I PUMP TANKi ! I 1 I o ti �+ I. GLEAN I I I I RACK TO REMAIN ♦ �_= aaa, w 41. 11. www w w 11� w al►= w'. w w w w w �� w.w w w w w w �`�' w w 11111 w 11. " w r. N. w w "� w . HATCH INDICATES . I PATCH 4 REPAIR A5 OUT 1 I I .- o n �w I ♦ t, e REMOVE EXIST. SLAB I I REQ. I 5 - h ., I f �� UP E 6--- ❑ I ❑ ❑ ❑ o ♦ __d I r- �1 MIENS, �� 11 L-J XIST ASND INSTALL NEW --- I ♦ __ I t\. e 1 4 AI h 3' H.C. 5 1 cP.C. AB W/ r 1 +41, r 7 1 l „0 TOILET H.C. I I NEW 5 6 P -- I -- — a✓ I 1 _ 4 ^ . ,TOILET II DISPLAY`, I . 6X6 I.OXI.O MM t---a ♦'- -a "- - --------------------- - --------------- - - -- FD A I OVERWE i + Q 3 I, I -- - -- - COMPACTED 501E --- EXISTING __ -- -ter <. �' :: 1 1 l d I I I I I I I"I I.". I• I I ' �` L PERIMETER r---t STORAGE RACK I ! I •I r -a IF-- I : I I I -`l I I '! "I I I I a 3 L__ _:_ -y- 3 I �. :O I I I I •I ! k :x EXPAN51ON.JOINT °. TO REMAIN ! -- I � ,♦ -T--1---'rr-n'- I .1 I I .I I i I .I..1 <.I •... I I:I —moi -rt'I - I ♦ I I :I I I I "' O J � . :;. I ° ,� � I I I I• I '! I I. I i I i ! 'I I I I I I .I' I 3" r----- . r': � Q .< f w �. I k ` � ww I=ul � N. 1'NaIwTTT' wIaT1Tw 'TIT'.T 'T'nwnNlTlw,� wwww I $ I __ • c r <, a „ ,.� ♦ ' t' '1 ! I I ! I b :I 1 I I I '•I 1 I..,r : ! I I ( + r s' ♦.♦ t I I I ! lO .. .. - <: - ,. O. O . 1J L1J I_1J L1J - LJ.J. L1.J, ' L1.J 1 ----------- ------------- -�- -----=--------a ----- --- ` I UP -=-- ---------------II-------------- - --- Ut' I I a ! "' E NEW 24 X24 XI2 P.G. PIER O EXIST. , EXIST. � �. ♦. : I XISTING (3) #4 REBAR EA WAY, STORAGERAGK ,n M S 6 1 ♦ TO BE REMOVED ` Ty EXISTING = NEW TRENCH DRAIN GLEAN OUT I < • . GLEAN OUT I _ !. STORAGE — - -- I ,T STS - ZO REMAIN " I I I I .I I I I I I I ! I ! I ! I zlT01 I NEW OXIRD I .I I I 121 IGOFFEE MILL O II Ih 1 . . � . I ------=-------- --- I NEN NEN .. � 'i i i 'i I♦ i ..I ,I I;i, 'i iA�, .. r LT 4 Cf"• T ' I I I I I I I I 'i" I II �r� 1 • t 'I•. I t ..l , I ! "t I I ! I co I I Illwl `t I I I X NEW GRAIN ! _ STORAGE ! . 1 AREA �. I !� I I . I • ' ' O ( I loo I , I I, i♦ I I ! ! I I I. ! I bJlb EXISTING b 1 HEAT I i - 1 I I I 'I I I I I-I - 00 00 300 300 . BOO EXCHANGER ( ALLON I l� IST I 5TORAGE I •, r, ASH TIN I I�` * � s Gam-• GAL. GALLON GALLON GALLON �� I •t, -•I ! O.G.I I TO REMAIN , - .. . ,. , � ,, °. .: ' . I '` M FERM. I ,' ♦ i ,- . �) - RM FERM. FERM. I I I I I I I 1 I I I I :t __ I�/I " NEW 120 a ,. 1 I 1N , t I NEw FE11 GLEAN TRENCH DRA I I I I I ! 'I 11tt-- I I I (5 s000 GALLort I I ty II Z ANINE OUT FERMENTATION AREA REVERSE 6000 4 Id it I t _ a a I l;. I I`I '. I ,I : 1 1 I :I ,f ♦ I I I X I I 'I ABOVE 1 i I Ifs .. �p NEW I FIL R I MASH TUN l I I ( _ T T`'► I OSMOSIS K ^I I I I I' I I I I ^, *!. t 0 P f j,'I :,','I 11 •- .I I. I . ' 600 1 ' a 600 1 a 600 1 li 600 . I n 600 TAN ( 'AREA - 11 L r � 3 COMP: l 3-0 3-0 3-0 3-0 I I ! !1111 I;11_J .t I I GALLON GALLON GALLON GALLON 1 ' GALLON FRUIT PREP_ 6 I r _ F E E SINK W/ O d FERMENTS FERMENTS FERMENTS O - < s. FERMENTS � O I AREA CREASE ' " _ I IL I I I I i I.. I ,I MILLI ..I ♦ I,.. I I .'r 1 . I X15TIN j I f' '�r I ! I l I I I I. I I ! to !h EXISTIN ME H. T 6 1 I I I I ! INTERCEPTOR I 'I n J TOILET REMAI♦ •a .I 1 ' L 1 J'; 1 J L .J' L Ur I 1 n 1 II N li - - 1,; 1 n TO REMAIN - f� 't f. 'I I ! I J13. ' He .!$ LIB .1B- El JB .1B I ., •� HB' ( .1B . :�---------' -- I ---=-"----- ---- - - N _L_ I21 A 1 - - - - - -- --- --- ---- - ------- -- -- . El 51-0" NOTE: NOTE: NOTE: NEW SPLIT SYSTEM EXTERIOR OF BUILDING IS TO BE ALL NEW 1~QUIPMENT IS TO HAVE ALL NEW PIPING TO BE NEW JUNCTION BOX NEW HOSE BIB BY OTHERS PAINTED BENJAMIN MOORE A MINIMUM CLEARANCE OF 3'-O" INSULATED AND HAVE t-IELD VERIFY EXACT FIELD VERIFY EXACT COLOR: OCEAN FLOOR #1650 FROM ALL. OBSTRUCTIONS HEAT TRACING LOCATION TYP. LOCATION TYP. 12' 16', 20' 2�', 32' X61. 40i i I 1 i - n . IR�� X00 DEMOLITION �O 5TH �TON FLAN 6 MAIN BU Ll:;) NO , � �L:�11/8"= ��:T�_a�� nn SG I I"-' - . I�1�I� l�? . .c 017 ' I'�F CORTIN STREET (50') PLEASE ,BE ADVISED THE GOMPL I ANGE GERTI F I GATI ON IS BASED _ ON PLANS AND SOLELY' FOR THE PURPOSE OF .OBTAINING A nNEc� O E� �� BUILDING PERMIT. IN ORDER TO 'COMPLY :NITH TOWN GUIDELINES ti BUILDING ,STING BUILDING APP w ADDITIONAL` INSPEGTIONS AND TESTING MUST BE DONE TO OBTAIN MSN BUILDING TO REMAIN _ PART A PLANNING I?OARD : A GERTIFIGATE OF OGGUPANGY MAIN BUILDING C — PART B TO�dN OF SOUTHOLD _ -- PROP05EP INTERIOR RENOVATION FOR• p,i, u { _ D RSL ROAD 0 LONG IS LAN ,a�oiE', .�-� ► a. � ��L-1 .�<ri <., M,�TGHBOOK D 1ST I LL I NG GOMP,4NY LLG .- �-- ; 1 .6. G�� 230 GORWIN 5TREET -'&REENPORT N.Y. 11444 - r1LLi .AS NOTED °. DRAt-•ua BYI RK APPROVED BY, <E**,ttr FLAN`I SCALE: I =80-O ._..._i, JI � ;• J' ' : DATEI OG^-�O-I6 REVISED BY I` 1 • Robert .. .,Gruber. fir.ch lte�t ` a,�_"t ,6 Ex rescwai Drive 5o< Medford, N.Y. 1.1165' (651) 654-4g4q 14� Ov a IST FLOOR DEMO /,CONSTRUCTION ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'1.!6 RESUBMITTED TO PLANNING 01.03.1"! ISSUED TO PLANNING O�l.15.16 RESUBMITTED TO PLANNING 11.15 16 RESUBMITTED TO PLANNING 03.06.17 ' _ - 'FLAN MAIN BUILDING PART A -10,31 #16 071 — , GENERAL DEMOLITION NOTES: LEGEND I IT 15 THE RESPONSIBILITY OFTHE DEMOLITION CONTRACTOR TO. .' READ AND FULLY UNDERSTAND THE SCOPE OF.WORK IN THESE DRAWINGS AND NOTES. ' X WINDOW TAG° ",..• :" K 2 -PRIOR TO THE COMMENCEMENT OF 'ANY WOR THE CONTRACTOR SEE WINDOW SCHEDULE •`' ' IS TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD,BE BROUGHT TO THE ARCHITECT'S A TTENTION . " • IMMEDIATELY. CONTRACTOR IS TO NOTIFY THE ARCHITECT IN X DOOR TAG WRITING O THESE DRANINGSDISG. DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN 5EE DOOR SCHEDULE : "WALL TAG S. CONTRACTOR IS NOT TO BLOCK ANY MEANS OF EGRESS OR X :SEE ' CORRIDORS ' WITH ANY DEBRIS OR THIS"SHEET C TOOLS DURING DEMOLITION OR ` • CONSTRUCTION. EXISTING WALL /.ITEM r-=---=-----� 4 CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS TO BE REMOVED PRIOR TO THE START OF ANY WORK •, SEE GENERAL'DEMOLITION • , . NOTES THIS SHEET : DW y�OCD HE EXISTING WALL 'TO REMAIN. ' 5 TEMPORARY*PLYWOOD;BARRIERS ARE To INSTAL h ANY DOOR OR GLAZIN6'15 BEING REMOVED THESE PLY BARRIERS ARE TO BE SECURED WHEN NO WORK is B I G' SEE WALL:.'TYPES R . PERFO MED NEW FRAMED. •I "' _ HALL•'... .:, ' .. TING WALL CONSTRUCTION 15 REMOVED, PATCH,,4NYE HALLES r— , PRIOR-. 6 WHERE DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT - TO INSTALLATION OF.NEW FINISHES.: .. .. - ■ecce e ede e ees■ '. ... • 7 ACTOR I5.TO.. , NEW I HR RA EN ND DEBRIS HALL BE LE LL DISPOSED MINIMIZE THE AMOUNT OF DUST AND DEBRIS ` " - SEE WALL TYPES TERING INTO AREAS NOT AFFECTED BY THE DEMOLITION ALL ' OFDEMOLISHED MATERIALS A 5 5 GA Y 5 AND REMOVED FROM.THE SITE BY THE CONTRACTOR. " 0 G „ SIR GAN 8 THE_GONTRAGTOR IS REQUIRED,TO PROVIDE ALL SHO D NOTES:"' " ••" ., BRACING REQUIRED DURING THE REMOVAL OF EXISTING v TURAL S MING.` i. 'I. ALL DIMENSIONS ARE TO BE,FIELD VERIFIED MEMBER AND INSTALLATION OF NEW STRUCTURAL I'RA • I ED, " 5. WHERE ELEGTRIGAL OR PLUMBING"LINES ARE'TO BE ABANDON PRIOR'TO,ANY.CONSTRUCTION OR PURCHASE.:.-',` RK, GAP.OFF LINES LEGALLY AT,FINAL REMOVE ALL SUCH TR 2. IF ANY DISCREPANCY EXIST, CONTRACTOR"TO . " GES . 'INAC SIBLE PENETRATIONS. •CONTACT ARCHITECT ASAP FOR RECTIFICATION' • CONTRACTORHEN 10. MUST PROVIDE PH BOILER OTOGRAPH5 OF EXISTING. PRIOR TO THE RECOMMENCEMENT OF_WORK IN GOND TI�. I THAT MIGHT BE QUESTION fid. R MISCONSTUED A5 DAMAGE.RELATED TO REMOVAL"OPERAT - � IONS. AND.15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF No 3. ALL FINISHES.AND SPECIFICATIONS ARE." AS,PER OWNER OPEN TO BELOW NEW HAND SINK t . .. „ EYEWASH E II II . II --- II EXISTING SHE q --- II .' TO BE REMOVED 2 l i p-_--_-I I PB01'05ED PROPOSED I. ". I -1I STORAGE O STORAGE C O O OO O �_______________ _� -II : I----II I - PROP05E2 : NEN I STORAGE O SINK I .. ❑ I I z ---=------------- Nr;riLAB OPEN TO BELOW pos �p O PRO ED I � EXIST. EXISTING " EXISTINb STORAGE r' I STORAGE RACK TO REMAIN d I ! .. OPEN TO BELOW I—L_ EO" r i ' rrn I�Trrrn��- I ) IIIII,IIIIiIII II " IIIPN XIS E T• I" II - O Il I O II II . "II I II II I I II ii i4 iI' ii - I • II I� STORA E RACK "II I TO BE REMOVED I I II ;liiJ I I I II 11.1 4FELCr� II I L--------------=-�1 STORA6E II -------------- I< ------,--------- O II I ! I II II I� I I U - PROPOSED , t II I I STORAGE. II O I E I II I� . / A I I I I • OPEN TO BELOW -�I - - -------- --�� L_ Imo" �7ANINF ----- II - II ILJi / � 1 � O E • � II FDoI----�i --- o F, F�a E O I II - s, �. � .'� EXIST• , I�EfrJj. 3 I � II II D p • N I II N rT - O 4 8 � ":, _ '2O 24. 28 32 I I I I I SEGO�ID F1�OOR DEM�O,L� I TI ON � GO1�S�fiRUG�T 1 ON FLAN MA I N 5U I L D I NC SCALE. 1/5"=1' O" CORWIN STREET (50) —�_ �. �.+s� ��, ��.- �. ., .. - - ,. ,,, .,..,,,�.,,.,,, tai�w.•.a. PLEASE BE ADV 15ED THE GOMPL I ANGE CERTIFICATION I S` BASED L F ON PLANSAND SO ELY FOR THE PURPOSE OF OBTAININO'A G E3aSTING BUILDING BU I LD I NC7 PERMIT. IN ORDER TO°COMP W DSAIN BUILDING u BY / To REIN a ADDITIONAL ON I NSPEGTION N TESTI NO PAST A �F��!E�C��ED Q AD TI AL 5. AND.T S MUST., 8E DONE TO.OBTA IN . ` MAIN 13UILDMG PLANNING G 60�A[tD ,4 CERTIFICATE OF OCCUPANCY PART B ISLAND RAIL ROAD LmN is D _ , sov� �� OP sou�r�so�.D PROPOSED INTERIOR RF-NOVATION AOR DATE 01 ' MATCHBOOK. D 15T1 LL I NG.. COMPANY LLG 230 GORWIN STREET 6REENPORT N.Y. IIQ44 . SCALE. AS.NOTED APPROVED BYi' DRAM BY..RK,:,. SCALE: I"=80'-O° � • , " ATE. 00-20-16 RFVISED BY,. , xV Robert �I. Grube r. t sy z ��. 476 _x resswa ` Drive 50. Medford, N.Y. 11163. . (651) .654=4�4 155UED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.1.1 2ND FLOOR. DEMO,/ GON G ' ISSUED TO PLANNING 05.15.16 RESUBMITTED TO PLANNING 11.15.16 RESUBMITTED O PLANNING 03.06.17 NL STRUGTION PLAN. - MAIN BUILDING PART 'A .:. , ll�)ENTIF 0' 2X2RECESSED : LIGHT FIXTURE TO BE SELECTED 2X4 RECESSED 8 LIGHT FIXTURE TO BE SELECTED" -. A BTHRdOM EXHAUST FAN " '• • A5.PER CODE TO 15E SELECTED EXIT SELF LUMINESCENT p. `EXIT • • ® -'TO BE_SELECTED 17 X7 • .' BATTERY' .. WALL PACK .. TO BE SELECTED 5D • SMOKE DETECTOR G.H.' IL NG HEIGHT• AL, ELEGTRIGAL'FIRE ALARM.FIRE SPRINKLER ' G.H. I. ALL MECHANIC , 4 SECURITY SYSTEMS TO-BE COMPLETED BY OTHERS ' 2 ALL FIXTURES ARE TO BE SELECTED BY OWNER;AND 1YERII-IED BY GO ;• NTRAGTOR PRIOR.TO PURCHASE OR INSTALLATION 5D 3 ALL HUNG CEILINGS ARE TO BE SELECTED BY OWNER'AND, INSTALLED BY CONTRACTOR 4. ALL EXIST 516N5 4 rBATTERY PiALL FA 'K QUANTITIES d • LOCATIONS ARE TO BE VERIFIED.WITH FIRE MARSHAL PRIOR TO PURCHASE OR INSTALLATION G.H. G.H. . Ir ®j W - 0� 2' 41 6' 8' 10 12' 14' 1(0 15, 20' RE GT D G L ( N� FLAN = V� INEOAR 5UI �DI N� SCALE. NOTE: PROVIDER 30 BATT INSULATION ABOVE NEW DROPPED CEILING. • " pp VEnn V BY Pt �0. Ift IP G BOARD ., TO�r►�F� OF SOUTHQt�f ATE I oi.-7 MAQ 2G17 CORIPIN STREET..(50') SJ lti^rtilov�r� Pinnrtnil!3 �� _ PLEASE BE ADV I5ED THE GOMPL I ANGE GERTI F I GATT ON' I S:E3ASED.. E PURPOSE OF '08T�41 N I NO A o ON PUNS AND SOLELY FOR TH - W LDING EE�STING BUILDING BUILDING PERMIT: IPS ORDER' TO COMPLY WITH' TOWN 'CUIDELINES w Iq TU LDING TO REMAIN ,ADDITION L I NSPEGTI ON5 ASND TESTING MUST BE DONE TO OBTAIN', _ PAR A GERTI F I GATE'OF OGGUP�NGY. MAIN BUILIjING ART B O s.�." D RAIL ROAD ' ,,,�,•� , INTERIOR RENOV,4TION FOR ' - �� LONG IS LAMa 4 8 I2 I b 20 24 28 32 36 40 PROPOSED M,�TGHBOOIK D I STI L�.I NG GOMPANY .L.LG 30 GORWIN STREET 6REENPORT N.Y. IIQ44• SCALE: �t5 NOTED APPROVED BY: DRAWN BYE RK' f<E*Nr LAI `� SCALE: I"=50'-O" r:.., ,, ' . y DATE: • 06-20-I G REVISED BY :' REFLECTED GE I L I NO FLAN MA I N BU I LDS PART ::_ :_ .� 01 SCALE. I/8 I O RO er . Gruber. , rchiteot 476 �x re55wd Drive 50: Medford, N.Y. 11-163 (631) 6544q4 ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING (1.0"1.16 RESUBMITTED TO PLANNING 01.03.1'1 µi •� VINE6AR 4 MAIN BUILDING 'PART, S 6 B ` ISSUED TO PLANNING 01.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 °' REFLECTED CEILING PL,�N JOBS SYMBOL I DENTI F I GATI ON SYMBOL ` I DENTI F I C.ATI ON X2 RECESSED E55cD " LED L16HT FIXTURE TO BW SELECTED .. " .. .. - S 'LY DIFFUSER " TO BE SELECTED 2X4 RECESSED •, LED O BEI HT FIXTURE RETURN DIFFUSER•'`. . • TO BE SELECTED' SURFACE MOUNTED' HUN6 , / CHAIN N 'I oED LIGHT FIXTURE SELF LUMINESCENT TO eE SELECTED, EXIT 51GN'. EXIT; • . " ®. " TO BE SELECTED REGE55ED� . BATTERY '. LED LIGHT FIXTURE ,. �.• `WALL PACK TO BE SELECTED. TO BE SELECTED. 5D SMOKE DETECTOR. 0 . . SURF EMOUNTED • D LIGHT FIXTU L TO L �� EXHAUST FAN `� TO BE`SELECTED = - • BE 5E FCTED O N TES: 1. ALL GAL, ELECTRICAL, FIRE ALARM, >=XIT FIRE SPR NKLER 4 SECURITY SYSTEMS TO ' COMP! ETED - BY OTHERS BiG ASS SELECTED BY 2 ALL (=IXTURES ARE TO BE SEL AN 11JRF`' OWNER, AND VERIFIED BY CONTRACTOR,PRIOR • To BEI SE1..Err TETE, TO PURCHASE OR INSTALLATION, 4. ALL Sir- -NS 4 BATTERY WALL PACK SEE SECOND FLOOR GUANTITIE5 / LOCATIONS ARE TO BE VERIFIED REFLECTED CEILING PLAN WITH FIRE MARSHAL PRIOR TO PURCHASE OR FOR LIGHTING LAYOUT INSTALLATION . ---- ---------- LJ IL u si 0 EXIT O O O O �. Q--------------- a------------- Q ---------------v--------------- n----------------o -------------- -n EXIT I I I EXIT I I r---1 - SEE SECOND FLOOR L -a ---� REFLECTED CEILING PLAN ---7 FOR LIGHTINGOUT I ---� i LAY � ® • I I ' IH O O ----------- -- ----------- --II------ ---O- -- - --x- - - --- - — I tU I • I. 0 0 : ------------------- -- - - O 4 e> 12 !6 20 .� � �� 32 36 ,. .40. I RST FLOOR EFL G I E D G E I L I I `I& FLA `I 4'' I I A I I `I li I LD I NC:7 PART : SCALE: I/4"=1'-O" u i , R 4 � 2017�. CORMN STREET (50') D THE GC%MPL i ; . µ PLEASE BE ADVISE A:NGE GERTIEIGA�TION ,IS BASED ON PLANS AND SOLELI':I=OR. THE PURPOSE OF: OBTA�ININC A o • .� VIIVEG� BUILDING PERMIT. IN ORDER 'TO COMPLY WITH :TOWN 'CUIDELINES'. c-. BUILDING , W EXISTING BUILDING. //�� n nn ,/ y N BUILDING TO REMAIN idi�P tz.Q V �® Q 1 / pART A ADDITIONAL I NSPEGT I ONS ,AND TESTI NC MUST BE DONE TO. OBTA IN ,—. •: PLANNING OAPD A CERT I F I Gr'�TE'OF'OGGUfi�A.i�(GY MAW BUILDING TOWN. ��' S�UTHOL� PART B -_ ._.. SAND RAIL ROAD ON FOR ' O LONG I5 A __----- I I a-b L� - INTERIOR RENOY�TI , 4' ' v TILLING' GOMi��NY'•:LLC- G •. f3, p 230 GORNIN5TTRRE� BOO I✓ ' GREEN PORT N.Y. II(144 "- 'A SGALE�' AS NOTED APPROVED BYE .- DRANAI BY: RK-, E Y ., FLAN ' SCALE: I"=80'-O" '^•'v " - �' } DATE: 06-20'-Ib REVISED BY Robe. t r :Architect 476 Fx re5swa ` Drive 5o. Medford, N.Y: 11-165 (631) 654=4a4Q D G :.. ISSUED FOR PERMIT 08.10.16 DENAIL) RE5UP3MITTED TO PLANNING I LO'i.ib RESUBMITTED TO PLANNING 01.03.1'1 IST LOOi�. REFLECTED :GE I LI NG PLAN c1 ISSUED TO PLANNING 001.15.16 RE5U6MI7TED TO PLANNING 11 RESUBMITTED TO PLANNING 03.06.17 ' " 7- MAIN BUILDING PART A< RGA LEGE �� . i 5 NTIF!GAT ON YMBOL IDE i SYMBOL I DENT.I I=I GATT ON 2X� REG>:S�aED . • . . LEGS LI C T FIX i1JRE TO 13E SELECTED SUPPLY DIFFUSER •, , . TO BE SELECTED. 2X4 RECESSED b , • LED LIGHT FIXTURE . TO BE SELECTED RETURN DIFFUSER. " TO BE CTE SELED SURFACE . MOUNTED 0 / CHAIN HUNG ' " SELF UMINE LED SCENTT FI TURF EXIT . SELECTED TO BE EXIT SIGN♦', • . .® ,'. TO BE SELECTED ' , RECESSEDBATTERY LED LIGHT FIXTURE WALL PACK ' , • TO BE SELECTED . TO BE SELECTED '- :. SMOKE DETECTOR ® TO BE SELECTED : BIG A55 FAN FIXTURE ' NOTES: TO BE SELECTED RT 0 I. ALL MECHANICAL, ELECTRICAL,'FIRE ALARM, • FIRE SPRINKLER 6 SECURITY 5Y5TEM5 TO BECOMPLETED BY OTHERS • FIX 5 RET E S . 2 ALL TORE A O B SELECTED BY, OW NER, AND VERIFIED BY`GONTRAGTOR,PRIOR'' , , TO PURCHASE INSTA AT S LL ION 4, ALL'SIGNS 4 BATTERY WALL''PACK QUANTITIES / LOCATIONS ARE TO BE VERIFIED . 0 • WITH FIRE MARSHAL PRIOR TO PURCHASE OR 0 INSTALLATION 0 0 0 ( Li - — „ ex;r . - i• I. EXISTING EXISTING O O C� O O I. f CEILING LAYOUT, ''.GEiLING TO REMAIN LAYOUT • . I < — --- ---- ,. TO REMAIN EXISTING LAYOUT CEILING . i TO _- — REMAf N GE E STING ------=--------------- TOILREMAINYO UT I • i i . EXISTING I i CEILING LAYOUT I TO REMAIN 0 0 0 .0 O 0 ` I ( 0 ( , I -----j i � O O O ( �' • ( • • • • • - • • 0 0 0 0 0 0 0 *` ® ® ® ® o o, ' L-- ------------ — — — — — O' 2' 4' 12' 14' I�� IS 2 '�I FLOOR II �I PLAN - '�I '�I I II °� '�I `�GOI `ID R 1 G T 11� ( I `� l� I `I I I `� lJ I J�J� I I `I I SCALE: 1/4"=I'—O" AR C ,.+. 2017: S?UlR(�'t i i n CORI9IN STREET (50') — — ----- — ----- — ------ — — PLEASE BE ADVI SED THE GOMPL I ANGE CERT I F I GAT I ON 15 BA5ED. ON PLANS 5OLEL'r oR'THE o - . EGA P ` W LDIIYG --�-- � ' ,r. BUILDING PERMIT N ORD R TO COMPLY WI�H TOWN GU RELINES EgISTING BUILDING � r . W G MSN BUILDING 5 E5 S B I PART A To RE>�N ��r �.. �'�° ADDITIONAL INSPEG,TION • AND T TI,NG'MU T �BE 'DONE .�`O, OBTAIN MA11V BUIL1jING _ P�.At ��ItG OARa A GERTIFIGAT OF UGGUPANY : w — PART B D RAIL ROAD �Q�,'�E� O!~ SOUS�OLD " " PROPOSED. INTERIOR RENOVATION FOR . • ,: Q _ LONGJS ao : ' '�'�' �: 'MATCHBOOK D I STILLING. COMPANY _ -- _ BY. . ORW ALEr'. AS NOTED A PORT, N DATE .�, 1 a � mak, ,¢'t .i. ,�,�, ,�•�„ '. 23 .Y. (IQ44 \ PPROVED RAM BY.RK ii_ i i� KEY P L A T `I SCALE: I —SO—O (� DATE,. . 06=20-16 REl/ISEI7 BY e , t ,J. Gruber . - �rGhite�t Rober , old; N.Y - 4�f6 Ex re55wa Drive 5o Medf. .. 11-163 (631) 654 4q4� 155UED FOR PERMIT 08.10.16 (DENAIL) RE5UE3MITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.11 a ;ait REFLECTED GE I L I NG .PLAN 6 , MAIN BUILDING, PART -A ISSUED TO PLANNING OQ.15.16 IRESUOMITTEP TO PLANNING 11.18.16 IRE5UBMITTE12 TO PLANNING 03.06.17 � B.O. DEGK B.O. DEGK E3.0. PECK B.O. PECK B.O. DECK CAULK — CAULK CAULK CAULK CAULK (��' HEE�ULE _ b" I6 GA. MTL STUDS 3 5/8" 16 GA. MTL 6" 16 GA. MTL STUDS 3 5/8" 16 GA. MTL 6" 16 GA. MTL STUDS . AT Ib" O.G. STUDS AT Ib" O.G. AT I6" O.G. STUDS AT Ib" O.G.' AT I6" O.G:. DOOR FRAME FIRE TAG WIDTH HEIGHT TYPE ELEVATIONREMARKS. EXISTING " MATERIAL MATERIAL RATING WALL TO GLA55 FIBER SOUND BATT R-Iq BATT INSULATION - INSULATION, NOM 3-1/2 IN. EXISTING DOOR TO REMAIN.: REMAIN N51 OF E EXISTING DOOR TO REMAIN. REPAIR / REPLACE.AS PER'OWNER IZEPA< PATCH THICK, MIN. DENSITY GLASS FIBER SOUND BATT IRI REPLACE A5 PER OWNER 0.60 PGF, WITH A FLAME . GLASS FIBER SOUND BATT R-15 BATT INSULATION REPAIR A5 INSULATION INSULATION I 3'-O" -�'-O". SINGLE B,'. HOLLOW HOLLOW SPREAD OF 25 OR LESS FRP PANELS 3/4': PROVIDE CLOSER +E SILENCERS, PER OWNER, AND A SMOKE DEVELOPED (1) LAYER OF 5/8" AS PER OWNER SWING METAL METAL COORDINATE OF 50 OR LE55,• D. ON SINGLE SOLID.GORE HOLLOW PROVIDE PA55AGE LOCK;. W/ EXTERIOR (I) LAYER OF 5/8,1 (I) LAYER OF 5/8" - GYP B 2 3 0 "1 O. A N/A . . ELEVATIONS FRICTION-FITTED TO DRY SIDE SWING WOOD METAL' SILENCERS .: COMPLETELY FILL THE GYP BD. ON GYP BD. ON 5/8" DRY SIDE -O 'i- lU LAYER OF „ S PROVIDE PASSAGE LOOK, :. STUD CAVITIES. DRY SIDE GYP BD ON 3 O B . „ DRY SIDE. . O 5 8 (I) LAYER OF 5/8 3 INGLE SOLID GORE HOLLOW " ` N/A . (I) LAYER F / SWING WOOD'. METAL SILENCERS'' „ „ MOISTURE 4 HOLLOW TYPE X GYP BD. b'-O" '1'-O". DOUBLE G . HOLLOW 3/4 PROVIDE CLOSER B ,SILENCERS ON DRY SSWING METAL METAL IDES (I) LAYER OF 5/8" (U LAYER OF 5/8" RESISTANT „ MOISTURE MOISTURE GYP BD. Ohl (I) LAYER OF 5/8 WET SIDE (U LAYER OF 5/8" 5 6'-O" 7'-O" DOUBLE C SOLID GORE HOLLOW N/A PROVIDE CLOSER 4'51LENGER5' .; . TYPE X" MOISTURE RESISTANT RESISTANT MOISTUREPNINC HOOP ME GYP BD. ON GYP BD. ON RESISTANT CAULK RESISTANT' „ , DOUBLE SOLID GORE HOLLOW.':.: INSULATED DOOR W/ WEATHER STRIPPING' WET SIDE WET SIDE 6 6-O 8-0 . D N/A GYP BD. ON. GYP BD. ON SWING WOOD' METAL PROVIDE CLOSER $ 51LENGERS' ' r: FLOOR FLOOR FLOOR FLOOR FLOOR . .: FLOOR WET SIDES - WET.SIDE. NOTE: ///////✓/✓, / / /. ✓//' // /✓ ALL DOOR SPECIFICATIONS 4 QUANTITIES TO BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION ' SECTION SECTION SECTION SECTION CAULK CAULK SECTION CAULK CAULK • SECTION I \ DO , O LEVAT 1 0 N.S. I , PLAN PLAN PLAN PL N PLAN . . : W TYPE 3 WALL TYPE I WALL UL TYPE 2 LL W,hLL TYPE 4 WP�LL..TYPE 5 NALL TYPE 6 .51 3 5 6 . U41 1 ROOM ADA / „ NAME 51GNAGE W T A SCALE: 1/211=11-011 NOTES: i. COORDINATE ALL FINISHES WITH OWNER o 4 o 00 o o': 2. USE (1) LAYER OF 5/8 MOISTURE RESISTANT GYP BD. ON ALL NET AREAS L. KICK, / KICK / KiGK\ KICK\ PLATE /, .P ATE ' / PLATES :'. / PLATE\'' i . / ELE`,/AT ELEVATION ELEVATION :B ICN G ELEVATION '.0 " A" VTR. 4" VTR. 4" VTR. ROOF 11L Jll — 1 L , EXIST. EXIST. . MENS TOILET I . WOMEN5 TOILET I TO REMAIN TO REMAIN 1 I I I I I I i • • Int SERIES MATERIAL TYPE . SREMARKS MANUFAC ... SINGLE 2-o X 1 11 HOUR FIRE RATED A, KAWNEER 451T: ALUMINUM W. ILA'V. I LAV i I _ •. . . W G. I FIXED 3' p° A 3/4 URINAL I I I E EXISTING WINDOW TO REMAIN P EXI5TING WINDOWTO REMAIN I I I I I REPAIR / REPLACE AS PER OWNER REPAIR / REPLACE AS PER OWNER 2ND FLR ` DOW �E ll A I I ONS `4S G.O. I G.O. I I • EXIST. I I 2'-0" TOILET NEW FRUIT NEW MENS I NEW WOMENS O E: — TO REMAIN I PREP H.G. TOILET 211 — — _ 211 H.G. TOILET WINDOW SIZES, HARDWARE d — — - - i- - - - - ' GLASS TYFIELD T I —T / PRIOR TO PURCHASE ORINSTALLATION I— I/2 3 COMP. I I ( 211 4 I SINK 2".I I I/2".I I.I I/2" 1.2" I m i i I LAV. LAV. W G 1 ILAV. EMERGENCY G I I -' W.G W. I EYE WASH C DRINK. 2„ URINAL I FOUNT. FLOOR I I/2° FLOOF: FLOOR FLOOR FLOOR FLOOR FLOOR DRAIN GREASE DRAIN DRAIN DRAIN DRAIN 11 I „ JAN. DRAIN DRAIN I/� , 1 1/2 I I/2 SINK 1ST FLR TRAP —_ G.O. C,.0. 4" FAi 11/2" 11/211 1 1/2" 4.1 41 1 " E 1, 1 1 1/2 1 1/:21I I/2 O Lu G.O. 411 lb GO. . N — z Q ' 4 -a 4" VTR. , G.O. ' ROOF 1I� I EXISTING SANITARY LINE EXISTING SANITARY LINE TO APPROVED �} . SANITARY'SYSTEMLD �L .G' Q��•� , NEW H.G. I j//�) r,�) I TOILET. i i — - - _ _I- - — — -- 411 H. TRAP = L II N BU1LDIN� :2",1, 1' I1/211 F1�U1�f5 I N& I �� D I A&RA1�f (MAI . , SCALE: 1, I i. I �`S NK NONE 2 . . 1 I/2 I LAV. I EMERGENCY_ I HAND .� EYE NASH DRINK. 21 1 REr45E I FOUNT. I " IST.FLR 1/2"' TRAP .. I/2" 51Nr 11/211 ( I/2 31: 4" FA I' — PULL SIDE -I PULL SIDE NOTE: X=12" IF DOOR HAS NOTE: Y=48" MIN. IF DOOR 411 4, i , GO.. BOTH CLOSER AND LATCH HAS BOTH LATCH AND CLOSER I — — _ _ — ; — — GRADE '. 2 MIN X -- - - -- z' „ 54 MIN. I � . — z _ a N } I 2' MIN. X I G:O. z I I z I iv l I m ' TO APPROVED PUSH SIDE I I � �, PUSH SIDE I I I I � SANITARY,:SYSTEM' —, `: •. '. tY 1 I 41 I I I I = 1, . _ 1, o 4" H. 'CRAP. : NO E: IF Y 60 , THEN X=56' NOTE: Y-54 IF DOOR HAS CLOSER IF Y=54" THEN X=4211 " LATCH SIDE FRONT APPROACHE-SLIDING DOORS AND FOLDINC, DOORS '�I I I I '�I HINGE SIDE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS L I It"Itill R D I A e '(\/ I I `� e . BU I Jam.D I I `� ). l� B I I `� e I m.J /- SCALE: NONE : I1, r PULL SIDE 1 5 „ N $ ... ` .'is ,� 201 " NOTE: Y=48" MIN. IF DOOR . 4 MI , I HAS CLOSER I _ -� D I GTI Oil O� - �et,°rn;f "own r-- - -- - - - - -� I I s4"MIN. .'1=larnl; Goa' B9"-•al" .. z I 1 I I RO G 42" . 12" : PLEASE BE ADVISED THE .G MP ! N Z z O"MIN., . - O L GF. GERTIFIGATLON IS BASED ' ,� I I I N I n gb"M e ON PLANS AND,.SOLELY FOR`T HF PURPOSE �OF OBTAINING A cV I Pu�H SIDE I 4 PREF BRED . 18" L 42 15 BUILDINO PERMIT. IN ORDER TO COMPLY WITH `TOWN. OUIDEL INES 2 MIN. 1 18" MIN. I i i I 112" 24" ADDITIONAL I NSPFGTI ONS' AN1D TESTI NO,'MUST BE DONE TO :OBTAI N niN. nlrt A CERT I F I GATE. OF OGGUt'�At�Cy.' ToI� F z PROP05E17 PAPER 4D INTERIOR.RENOVATION.FOR FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPROACHE-SLIDING DOORS �u=• Pi . FIN.FL. 00 _ 't. .•.MATGHE3OOK D I STILLING OOMPANY`:LLG r , (a) AND FOLDING D AND FOLDING D , OORS OOR5 NT P OAGHES-SWINGING DOORS. ,�,a�, ,S.r 230 CORWIN STREET' 6REENPORT N.Y. 11944 FRO A PR 48"MIN ° APPROVED BYI NOTE,IN SOME GASES -ALE AS NOTED DRAWN TOILET d SINK MAY R FRONT;VIEW .REVERSED AND DOOR - SIDE VIEW ;f. :.LOCATION MAY GHAN6E. � ' . a.; r DATE: O6-2G-I6 REVISED BY G G IBI I T D TAIL= TYP I GAL HAND I GAP TOILET SP G I F I GAT I ONS . y} ' Ar � DOOR SCALE: NONE ` Obert . J. .. Gruber. 1'-�r�hlte�t ,. 416 Ex res5wa Drive So. Medford KY.. 11163 (631) 654-4g4q SCALE: I/4 = 1'-0" -NOTE. ALL TOILET ROOMS SPECIFIED AS HANDICAP SHALL MEET �`'..,, ��:�7$' , . ,a�. � :, r SIGAL / THE REQUIREMENTS OFA N.S.I.All-1.1-2003 FOR PH,Y LY # D c , ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'1.16 RESUBMITTED TO PLANNING 01.03.17 °G + , tv y� "~ HR� RE D TO PLANNING 03.06.1� HAN I APPED . '�. DOOR G ��p ISSUED TO PLANNING OQ.15.16 RESUBMITTED TO PLANNING 11.18.16 RE5UBMITTE � ;:rte ; I I O I I W OW 5 HEIDULES � WAIL' L :TYPES W,,JI • DRAINAGE INSPECTIONS ARE RROUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification APPRO ED AS NOTED that the drainage has been Installed to Code. DATE: B.P.# FEE: Y: NOTIFY UILDING DEPARTMENT AT M40t, 'ViM IFIEATION 765-1802 8 AM TO 4 PM FOR THE .'ElU4D CONTENT BEFORE FOLLOWING INSPECTIONS: PER OF OECUPANCY 1. FOUNDATION - TWO REQUIRED ;. FOR POURED `CONCRETE � LDE14 USED IIV WATER 2. ROUGH - FRAMING & PLUMBING r;SJPPLYSYSTEM CANNGT 3. INSULATION #�CEEQ 2/10 OF 9% LEAO. 4. FINAL - CONSTRUCTION MUST BE COMPLETE FCc C.O. ALL CONSTRUCTION SHALL MEET THE- REQUIREMENTS HE_REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBING,., ALL PLUMBING WASTE &WATER LINES NEED. _ Sr1A�G FO,,RE C01/ERING;' COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES ELECTRICAL AS REQUIRED AND CONDITIONS OF INSPECTION REQUIRED I IINMARC �t�TOGi!�TRRtJSSTf TRUSS PL ACARDING REQUIRED OCCUPANCY OR �If IRE INSPEC " USE IS-UNLAWFUL �#� REQUIRED BEI�O�E WITHOUT CERTIFICATE xOPENING OF OCCUPANCY r � SERIES , MANUFACTURING CO.vi BOILER If you are looking to improve the quality of your distilled products, look no further! A Sellers H-Series boiler can provide clean steam into the distillation process, allowing for the purest alcohol to remain. _ , ` . SERIES Chemical Free 15 PSI Clean Steam Boiler No,Water.Chemical Treatment Requiredfi Inject Steam Directly, Into Your Process _ ', ' No Boiler Feed 6 ; Equipment Required �!' }•, ,,-�;, zzea: , Completely N n-F rro Interior Rapid response X20 minute'steam Perfact for.balpo prpg0SP%, 400/o'sn'iallerlbotprl Low maintenance �y�....;'�1,�i`�;,'�t,�,',s`.,s,., ,i 4•.•,:prz ,� �'Y•v'(`,' ;°t-e: ,��,s.., 'Ke-:,.'uy'+f-j�I'�"'`�s..� ,.(��,." _,.,,,._��,;, - i1 � s" jr'' .1 =a� k� 5: 1,P�1X�,5. �'q.,,,='�.'�V�yy,t��..+ ':1M1 wui^i`.'?! �. '+u�.�L,•` 0 04 s{r" T �'�v,�. 0 �> 1rt' S, SHIPPING BOILER HOURLY GAS GROSS POUNDS OF LOW NOX NORMAL WATER FLOODED WEIGHT HORSE INPUT HOURLY FUEL OPTIONS STEAM PER EMISSIONS CAPACITY WATER (POUNDS) POWER (1,000BTU) OUTPUT(1) HOUR(1) OPTION (U.S.GAL) WEIGHT(LBS) 15 PSI 10 418 335 NG,LP and BIO 293 30 PPM 125 1,301 2,260 20 837 670 NG,LP and BIO 440 30 PPM 123 1,254 2,430 30 1,255 1,004 NG,LP and BIO 587 30 PPM 192 _ 1,966 2,910 40 1,674 1,339 NG,LP and BIO 880 30 PPM 186 1,919 3,120 50 _ 2,092_ 1,674 NG,LP and BIO 1,173 30 PPM _180 1,863 3,250 60 2,511 2,009 NG,LP and BIO 1,467 30 PPM 175 1,825 3,330 70 2,929 2,343 NG,LP and BIO 1,760 30 PPM_ 265 2,702 4,200 80 3,348 2,678 NG,LP and BIO 2,347 30 PPM 259 2,655^ 4,380 100 4,184 3,348 NG,LP and BIO 2,933 30 PPM 374 3,655 5,020 125 5,231 4,184 NG,LP and BIO 3,665 30 PPM 333 3,519 5,430 _ 150 6,277 5,021 NG,LP and BIO 4,400 30 PPM 435_ 4,662 7,230 200_ 8,369 6,695 NG,LP and BIO 5,867__ 30 PPM 553 5,853 8,980 250 10,461 8,369 NG,LP and BIO 7,329 30 PPM_ _679 7,238 10,230 300 12,553 10,043! NG,LP and BIO 1 8,800 30 PPM 830 8,982! 11,200 (1)From 50 degrees F.feed water to atmospheric pressure. GAS REOUIREMENTS ELECTRICAL REQUIREMENTS Main and pilot gas pressure regulators are supplied with each boiler.Refer A single incoming power connection is required to the junction box to the chart below for gas pressure requirements.Pressures shown are provided at the hinge of all boilers.Boilersare wired for jobsite supply with the unit running.For pressure above 10 PSI,install a second regulator power characteristics to reduce the pressure to the standard range. TACK REOUIREMENTS PRESSURE REQUIRED AT GAS Design stack to provide 02"to.04"water column draft at flue outlet. BOILER TRAIN INLET HORSEPOWER Smooth transitions and bends are required.Maximum stack weight on STD RANGE boiler should be 1,000 pounds on 10 to 80 HP and 2000 pounds for 10-20 1 to 5 PSI 100 to 800 HP units. 30-80 1 to 5 PSI 100-150 1 to 5 PSI AIR EBUIREMENTS 175-200 1 to 5 PSI 250 1 to 5 PSI Provide 1/2 square foot of free air inlet area per 1,000,000 BTU input 300 1 to 5 PSI to the burner.Cross ventilation is preferred in lieu of a single opening. (3)Special gas trains required at additional cost.For low NOx application with low gas pressure,consult the factory. Sellers Fits Where Others Won't NOTES NN W 1. Dimensions are accurate for layout but are subject to change.Certified prints are available upon request. (' 8 2. Lifting lugs and insulation are not shown on drawing.The D manhole,when furnished,is not shown. ; o 3. Openings are threaded unless indicated- ; TY_ f=Class 150 ASA flange.F=Class 300 ASA flange. Threaded couplings project 2"or less. — ,I; 12. s _ k- 4. Provide"R+12"clearance from hinge to wall to open —J1 door door -- 5. Gas train may change with gas type and pressure. 14DOEL NUMBER DESIGNATIONS 6. Outside diameter and dimensions are shown. 7. Provide"J+7"clearance from hinge on 200 HP and PRESSURE 15 PSI SIZE larger boilers to swing hinged back plate. _ 8. Tubes may be removed from either front or rear. 40-125 HP MODEL 15C 150-800 HP MODEL 15SR 0 ER OW HORSEPSEPW1y'15'x'' 20 a50'; _y80c' 125,p=i 150 ",(-200P^' 250 40 60 100 +1 _5,e -�,i$:V,4' F Y.y -�S:.,y. v"."`{��.. "i _ _i 4."rye ur y' rref�Y ✓4 4",4i1iJ..^.....i & :Z�: 'Kl:� ,}"?<Y:-'sG;'a; xV��i`'.'L:h":Y�"4,.i��1°f.'£_„ 'tfi, ,'tyiY•krv',l;l,t."'7�'i_I.j:;_` - v .�.Serc.�Jt ! ,,J f;vzS,�*"tf n..:..r_'„ ti�M Cz�ns. a;' Mi:",�;;• +:✓r..� .,�-,xF-:,,rz, ,:�_ r- k�„''��; .�; ...,�:_..�,�. ..r .: LENGTH 141 1+ 141- iit17? 147 ;147, 149 I5Y^r 160 t,6D 190204 WIDTH "s'B''si 36 WS6`==; 36 j;42-"'ti3 42 ,x'42 47 3a;%4 r's' 56 =;56 eK 61 ':;'*'S9;�ur 75 29 29 F`Os°t 35 40 ' 55 66 72BURNERWIDTH BURNER HEIGHT _ ;I):� 53 x,53; 53 6 61 6fa` 68 74 ''}7, — ' _ _ = fib" '':.. 7794, ' 97 10 $ SECONDARYAIR CAP HEIGHT — w'' 6 §u,s:_� _6 :,- — `.: I)d `fi=,v' 6 i;:`6' 6 ;6a` iyY,r.,,�, rn,-P 'fF.s,�,:"t'�. {5" .,r'_•�' a t.r r. ''�i, r,. <�,`a N :-,,e:t'.$t.c,ti"`,,+.1 stry'"�.Lus.•,§,i:;ziii w.x�.,s, fir~,"a,,, BASE:A``,�'iv. >.':n`,':s„ ...i'i�"v.`�'ks-`.4_" _ .�:__<.w:—=,.��e•,,'.�,.:1',v,.uG,_�i,.f.', .t,�..h ,! _S.._,. -h+rY'„'t,k 4a,+. ,�A; .a; � ;i(n ,;,;n 'F,` ,^fel `rss ,�1;,. ,cit,. WIDTH e'I = 24 24., 24 i.:24`,. 24 i4'i= 30 30:�• 36 36'<S.t, 42 a;48. . 544 , LOCATION >`:F131i€= 20r.7`� 20 20 20 *;"�20;�,'' 26 ""--r26�;--�;; 3 3 10 60 60 'SHkv:o- `.. �"°,r .r - ,- zai5.;'',r'h";"^';•,.•`s,Sj,,i u+,.I o-:I��W'�,t`§,.:r;h[:,,".+eii..;.k€..".,!^^-';#;.nt4-4.r.�:",,,,'s-.5,,;,r.1.s....;!.-,i Yw+-:-.^§r;a`"".�J"�{.'sti`'-r,'c,•n"z'a,.,a.•a,*i:-...';r...i^P%„a,.hS.i+-.r""�.`;3f.`aF.'Y xrr„•`✓>;.,,�r''�.:::,Lr=.,';!€t`,�60x; 4 1i4;04~;60 & , 60LENGTH EL>,j; � � ',"'tY .r„ „s 04,1, = 140 LENGTH 108 108 108 0au".`.4•«rx,? uaat ; DIAMETER INSIDE '3° 24 °:'24=- 24 = '30s; 30 `30iy 36 36;is 42 2^ _ 4 48 60 0 e t `t: `',� - w•'=.'Y�„=r'- •.4:; -;,S'c.:°ra3c'" =.,,5"�- *s" :S",""k :.uw'�';'+'1 "+'r.'�5"5:'ze, "•-.+ --ss; �r:' -„:i'3 - i a:;,,-;•.-,�. 'J” 1. �•'n�:"r°:'-V;,4``.n�;,i�•: '^f� v;tve*°E_ ?,T_ '�•-1?:s'r, - ,-a `�'�, 'f' r,. _1.,•'t„!!+„',S� w” - - r;;i:'l;'"_i i.. r.,�ti�,'.rX.;� !a,"'=�..a.>.:,:-�.,,r .at,. .M, s. ,.,.,s�->�,x+.,.,,v, ,t+:-t f`,i'=`s� S�EL,�;CQNNECT QNS~1,�. .�'�' ;rr 'r�:�r,-�t?.,.,�r3 :�, ,s,. ,,,��"- ,: v,f='� ,�k�;•,r,, ,.�.,�:. ,,- ;.;.�.,:,,;; SLOWDOWN SIZE_ _"','KK 1 +1i ; 1 !;;;,1':fk_1.25 9125_ 1.25 1.51°:5+ 1.5 (,it 2 BLOWDOWN LOCATION Zf4 16 '='xl� `, 16 ,76:z; 16 it 16 i 16L'$ 22 _ 34 -3 4' 34 fix`"34r a' s�! a9'• ,y ." yt - ?,�^a�i'.�,.t; - =„:;='` �.ti,, ,ti�F, _ ...n°a��;t+;«,n ^j.r_ MANUAL FILL SIZE ”' 2 w42Y�:» 2.5 .Sk:`3-`"�'•s, 4St ;',L- .--_ ?n'w:,a. �Jr MANUAL FILL LOCATION +: -,,; 82 82 '821,�i FEEDWATER INLET SIZE ,1lHN(;' 1 St, 1 i2 1.5 °.-15; 1.5 ?75;; 1.5 1';5„; 2 ;2.` 25 FEEDWATERINLETLOCATION .[v14:`' 23 :23 23 --& 23 3>:r 23 � "K'" i _ _.. ' 2 -23°' 23 ,'23', 24 ::}2 ':§:° 28 a�_28 y. STEAM OUTLET LOCATION _ '_.—.,',-,"_..'—, `` _ ,.4:T _`:'kCa._'^^r,_•f�u'-,.4,....t.'„° ,.'.•fir'"'—„"'>, _."y,.x..,.rt,. „J,,,v�: :t ,,r;�,r.'ri`�"%; '"<', :t`P M1k, - £." ='.'i'i3r`? �a'°=i,- `�,.'':YrY'�, r`€v"`i�i•3'<,?"`.;r .C.,N"'.::.Y^� __ _ PRESS URE; - -.I°' rF `�ti".? 7 _^�,Y �',s rt'r„Y-t':• 'LOW= +l5 P3 RS:' <,,,,"a,<�r: s�;`` .t,�;;. 'r`�';a:�. ��.t„ ;��`° ,i,;;t-`rk.'.�'4s:`:it"Yy�;�;,ws�•;:.�.s,e,;,a4, -e,•ts,�, ,�,r��r�*r,�,.ka: cr' . ..,. (, 4 BOILEf.,c., STEAM OUTLET SIZE3 NOTE 4f ;'t Af ?` 6f 6frN ~6f ( ) SGr, 'sl^,, «;t^.:5k<r4' „yZ•,4 v 'I,ik`� %"!`.F+'<'-"' +1'.'S ,i'n.%i. _ .,3.` _ ''4;3:,,,8 r;-:i'G,"", Yc•:. ,yh:i -,.�.y.,. f 'rrsc •;S u.r,,s„ ,'�;t. $.s„ ^.q%si'�h, ,� ;H(GH<PRESSt1RE"{i50,P51};13a1L'ERSi�t`;k%`r:q�`, i�a-: €. d, M+u,. P„i4,4., ,, ,z' 1', '^, ,i:"'i't'rm;vs'>„'•t'-'�r.. a:°r,,,,,.yn�r _ STEAM OUTLET SIZE(NOTE 3) _ `:fix N'- 1.5 ,:1;5:. 1.5 "2`_, ..3.. t'”3,sr 3 3':i'=i'a 4F h4F r=,: 4F 6F - 6F I' 1.25 :+rt4 * + " ``- - �r � 5: 1.25 2$; 1.25 25 25 1��25 1 25 Ja,t:25 ,`'. 1.25 SURFACE SLOWDOWN SIZE 2 ;-.._,—..�.—._._...—. asi;,M„u w;�;,;x;, ,�:�. <;ar,� t�,� ,�' .i~E >?t',,�.-:rt -'?:.:,^,•'-in.,;; �3"� �w-u„ - �'a`, GAS.CONNEGTIONS;�:<e' :_�, :^"sy��a'.:��;,.,4`t:>ti�x`.a�,.�.`Y ,.>. °;;'>i,,” �`�, r-14 .t,., ,.f.-,.. :,xi'a �>�a• �'`%+;itr�:;`.,r ,,.�:, �r�,. MAIN BURNER VALVE IPS(NOTE 5) x 1 `s.-226-^ 1.5 1;:5? 2 ''32'>;" 25 '+'3 ` 3 3'"Y;i§; 2 2.V fl 3 7`71 . VERTICAL LOCATION ">jl"'?; 33 a,33="., 33 36c 36 _36 39 +35 42 42 " 46 ;i d$+i;' 48 +:;! i i' ki5i,i '�'.Ft•' x ',.WY Mary ki{' P'r{' HORIZONTAL LOCATION(NOTE 4) [3a`'- 20 tY2�t;. 20 `-22•, 22 ;2 a' 24 ;,28 : 28 ��,28 i> 32 ;,36'3x,,-. 40 ;5d ;• PILOT BURNER VALVE IPS _ S t 0.75 0.75 ?,Q.7,5- 0.75 ;.0,�5x 0.75 ,;-"0:75 k 0.75 n.D,75,`"a, 0.75 0.75 `r,Ar�' .h: iiA.`A"+„fi,S, E.+ .A-. 5+,�d'r�,5`�,+::ry='dd:t1` ,•.,�,x "-t°li: 4 r i'n,'- ".�,i -^k.i ,t`a,'n,"i ':;�,r' ti,. 1 0.'` '`''\:Y. '.:9'r•i-i.;:ey�tb,:,�.,. 1, at.ir•'« ,�a,«'' °,1:" `=�;�', .:;fir -,e+:: _',`,.<'td,a rt'i'. `^�s, 'fj; x,t�aa iA'r,,., i.°'td?�"i,.-^r, r.:i4'h, ,-r,.,tp, ECUE',CONNECTIONS:" sl,':: ?'i t,�• -.a,_ ✓''�,' w.,. ",°��'; f;,> ,.-,t.._. ";w_"€r�°;�•r_�, s'a.:"•,_§- �- a, r `-5`"',.�=�.. `srrv. i�. „a, t.- �Y�a. ,, a._n �.v6 ,-:+o •r. FLUE SIZE(NOTE 6) „0,:: 6 6x; 8 8f.. 10 10r 10x10 ,.1,OKt5-,�, 10x18 :*20�,`" 10x22 ,10x2$ 1426 X1440; :�1'' t`, G: M' 4,: g,, `,' n, ,M- >ti .i ,"fir,".{: r�u FLUE LOCATION �Xs 5_ , x,, 6 ; .6 , 7 tz7a;^ 5 _ .gat x. 5 ,5':=,'; 5 �'a' 7 ,,a7 FLUE HEIGHT `,',yTip" 43 X43=:' 43 <iN49'8 49 ;nf49 55 'v5 61 a61,a" 67 I;;`".73=.ix" 79 1��179 ` d^`, P;i'r,:✓` i'N„,Y Y` ,�,,.,,..7°..`e5yt4•. ,:sel.P `Y':wM1 'M,,`.t,. J^'« ,ci}: }'iie`.v`ufnz.s..•'fH;`. iYk`- `as'�,�;±.,"t,v'3."xY^";r.' *;;"t;r>';tik,;,r;��' 'L`kJ"j:t`s�:G'' .»;3 ,t a'ti,-„i`';,)i.,r,?„; '.:fidiCrmu,.7��'s;;r,a�e,i ,t:_ .�;a, ;;�^ti '•y,ra”{ INSTAL`LATION'CLEAREWCES' ..�. 4 .a, �:mr��rr' �:Y �,«_ �r -•t-'�+,. .". rit: z,�:,. ,�.+- k(:i - - - l`i'bL':`-�'`: "" _ •<S-� .fs _ �,f”s _ e "._ -.,..,:.`1.- - - -...J—�,",`mss .. COMBUSTION ASSEMBLY SWING Y-` R«V '' = '' ,r" r 'i _ :tI.`',1} 37 37`-, 37 °46;,, 46 46 51 ;35 62 &2`;=,? 68_ r_81,: 87 RELIEF DOOR SWING(NOTE 7)� r11'3'" 17 vt.-1,7 17 ai18: 18 18r"%: 20 t 2D'=F1 24 §24'i 36 1iM Al r#°i 41 `r„41,-u TUBE REMOVAL,FRONT NOTE 8 "'” ( ) ;'}D(,,, 73 '.7,32:, 73 ,y 73,;, 73 F3s 73 :� 73»"; 66 h:✓66,,,it 88 i,88"<': 88 '11,88';''f 'i i, iY A' - '..i 'yt .r,r. _<# "-1'i .iyt r: t:•".yt TUBE REMOVAL,REAR(NOTE 8) --5111 71 ;.713, 71 Zl,; 71 ` �1-' 71 71 '' 72 "''.-fit": . 94 r94;:; 90 RELIEF DOOR :VV% 10 '!t0:p 10 ;-°tt't; 10 t,f1h4` 10 r.70 .;"; 11 fl`Fa; 14 6„ _ _ o; BLOWER HORSEPOWER: ?W h 0.75 =,:1'0 1 't1ti5?' 1.5 ;7: m; 10 Note.All Dimensions in Inches DURABLE. REUABLE. PROVEN . . . MANUFACTUMNG •,t<.e ,p Le,n ,c b. vn � •tri �'R.,krnlC� , � �iiSS5�915 4V'l' [ `Natchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Matchbook Distilling Company Location: 230 Corwin Street Greeport, New York ® � R-1 Drawing Date: 11-20-2017 Remote Area Number: Contractor: MJM Plumbing & Mechanical Inc Telephone: 631-209-1845 576 Route 25A _ Rocky Point, New York, 11778 APR 6 2018 Designer: PAS Calculated By:SprinkCAD TO �o www.sprinkcad.com ��'�O OTD 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel & Concrete Occupancy:Warehouse Reviewing Authorities:Village Of Greeport Fire Marshal SYSTEM DESIGN Code:NFPA 13 Hazard:Ord Haz Gr1 System Type:WET Area of Sprinkler Oper. 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 150 1 Make: RASCO Area per Sprinkler 120.0 sq ftj Model: FIFR56 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 13 Flowing Outlets gpm Required: 494.9 psi Required: -23.7 @ Source WATER SUPPLY Water Flow Test I Pump Data Date of Test 11-10-2017 1 Rated Capacity 250 gpm Static Pressure 58.0 psi I Rated Pressure 50.0 psi Residual Pres 26.0 psi I Elevation 0 At a Flow of 411 gpm I Make: AC Pump Elevation 0" I Model: Location: Corwin Street Source of Information: SCWA SYSTEM VOLUME 970 Gallons Notes: C)F NEWAN co W cP�o 053616 AROFE s`O_ � r � ` Natchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 245 22.5 psi 1 6" Grvd 90 Ell Firelock 10' 120 6. 065 245 0.0 1 Pipe 6" 10x21 Allied Domestic 5' 120 6.357 245 0.0 1 6" Grvd Check Valve Tyco CV-lFR 20' 120 6. 065 245 0.1 1 6" Fingd Alarm Valve Rasco Model 27' 120 6. 065 245 0. 1 1 50 psi@250 gpm PUMP AC Pump NFPA 20 CHART 245 50. 4 1 6" Fingd Back Flow Valve Wilkins CHART LOSS 245 2 . 6 1 6" Fingd Gate Valve Kennedy Gate 3' 0 6.065 245 0.0 1 Pipe 6" DIx18 America DI 350 5' 140 6.338 245 0.0 1 6" Fingd 90 Ell CI 12' 120 6.065 245 0.0 1 Pipe 6" DIx18 America DI 350 50' 140 6.338 245 0. 1 Elevation Change 3' 0" 1.3 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref Rl Required at Source 495 -23.7 psi Water Source 58.0 psi static, 26.0 psi residual @ 411 gpm 495 gpm 12. 9 psi SAFETY PRESSURE 36.6 psi NOTE: Negative values in REQUIRED PRESSURE fields are acceptable in DEMAND calculations. Verify that AVAILABLE & SAFETY pressures are positive values. Available Pressure of 12.9 psi Exceeds Required Pressure of -23.7 psi This is a safety margin of 36.6 psi Maximum Water Velocity is 10.7 fps 1Natchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Matchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^,�) ) (PSI) (GPM) (GPM) (GPM/SQ. FT) 1 20.00 5. 60 11. 6 19.1 18 .0 0. 16 2 20.00 5. 60 10. 8 18.4 18 .0 0. 15 3 20.00 5. 60 10. 4 18. 1 18 .0 0. 15 4 20. 00 5. 60 10.3 18. 0 18 .0 0.15 5 20.00 5. 60 12. 6 19. 9 18.0 0.17 6 20.00 5. 60 11. 6 19.1 18 .0 0.16 7 20. 00 5. 60 10. 8 18.4 18 .0 0.15 8 20. 00 5. 60 10. 4 18. 1 18 .0 0. 15 9 20. 00 5. 60 10.3 18. 0 18 .0 0. 15 10 20.00 5. 60 12. 6 19. 9 18 .0 0.17 11 20.00 5. 60 12.2 19. 6 18 .0 0. 16 12 20.00 5. 60 11. 8 19.2 18 .0 0.16 13 20. 00 5. 60 11.7 19. 1 18.0 0.16 A5 20. 00 13.3 A6 20.00 13. 4 A7 20.00 13.5 A8 20.00 13.5 A9 20.00 13.5 A10 20.00 14.5 Cl 20.00 13.2 C2 20.00 13.2 C3 20.00 13.2 W 2.00 22.5 Max velocity of 10.74 occurs in the pipe from C3 TO 1 Matchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) 18. 00 1. 682 9.88 10.3 10.3 K = 5. 60 9 C=120 0.00 0.0 0.0 18.00 0.011 9. 88 0.1 10.3 Vel = 2. 62 18.09 1.682 9. 88 10. 4 10.4 K = 5. 60 8 C=120 0. 00 0.0 0.0 36.09 0.039 9. 88 0.4 10.4 Vel = 5.26 18.42 1. 682 9.83 10. 8 10. 8 K = 5. 60 7 C=120 0.00 0. 0 0. 0 54.51 0.083 9.83 0.8 10.8 Vel = 7. 95 19. 11 1. 682 1T 0.51 11. 6 11. 6 K = 5. 60 6 C=120 9. 90 0.0 0.0 73. 62 0.145 10.41 1.5 11. 6 Vel = 10.73 -18.22 4.260 12 .29 13.2 13.2 C2 C=120 0. 00 0.0 0.0 See PATH 6 55.40 0.001 12.29 0.0 13.2 Vel = 1.26 57.89 4.260 4E 290. 99 13.2 13.2 C1 C=120 1T 79. 00 0. 0 0. 0 See PATH 3 113.29 0.003 369. 99 1.3 13.2 Vel = 2 .58 131. 65 6.357 3E 21.34 14.5 14.5 A10 C=120 1T 90.53 7. 8 0. 0 See PATH 2 244. 94 0.002 111.87 0.2 14.5 Vel = 2.50 W 244. 94 22.5 K = 51. 63 PATH 2 FROM HYDRAULIC REFERENCE 4 TO A10 18.00 1. 682 9.88 10.3 10.3 K = 5. 60 4 C=120 0.00 0.0 0.0 18.00 0.011 9.88 0.1 10.3 Vel = 2. 62 18. 09 1. 682 9.88 10.4 10.4 K = 5. 60 3 C=120 0.00 0.0 0.0 36.09 0.039 9.88 0.4 10.4 Vel = 5.26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 4 TO A10 CONTINUED 18.42 1.682 9. 83 10.8 10. 8 K = 5. 60 2 C=120 0. 00 0.0 0. 0 54.52 0.083 9.83 0. 8 10.8 Vel = 7. 95 19. 11 1. 682 1T 0.51 11. 6 11. 6 K = 5. 60 1 C=120 9. 90 0.0 0. 0 73. 63 0. 146 10. 41 1.5 11. 6 Vel = 10.74 18.22 4 .260 lE 31.22 13.2 13.2 C3 C=120 13. 17 0. 0 0.0 See PATH 6 91.85 0.002 44.39 0. 1 13.2 Vel = 2 .09 4 .260 1E 52. 11 13.3 13.3 A5 C=120 13. 17 0. 0 0.0 91.85 0.002 65.28 0.2 13.3 Vel = 2. 09 19. 90 4.260 10.00 13.4 13. 4 A6 C=120 0.00 0. 0 0.0 See PATH 4 111.75 0.003 10. 00 0. 0 13.4 Vel = 2.54 19. 90 4.260 10. 00 13.5 13.5 A7 C=120 0.00 0.0 0.0 See PATH 5 131. 65 0.005 10.00 0. 0 13.5 Vel = 2 . 99 -4. 08 4 .260 10. 00 13.5 13. 5 A8 C=120 0. 00 0.0 0. 0 See PATH 7 127.57 0.004 10. 00 0.0 13.5 Vel = 2 . 90 4.08 4.260 2E 146.57 13.5 13.5 A9 C=120 1T 52 . 67 0. 0 0.0 See PATH 7 131. 65 0.005 199.24 0. 9 13.5 Vel = 2. 99 A10 131. 65 14 .5 K = 34. 62 PATH 3 FROM HYDRAULIC REFERENCE 13 TO C1 19. 12 1. 682 9.88 11.7 11.7 K = 5. 60 13 C=120 0.00 0.0 0.0 19. 12 0.012 9.88 0. 1 11.7 Vel = 2.79 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC' REFERENCE 13 TO C1 CONTINUED 19.21 1. 682 9.83 11. 8 11.8 K = 5. 60 12 C=120 0.00 0.0 0.0 38.33 0.043 9.83 0.4 11.8 Vel = 5.59 19.56 1. 682 1T 0.51 12.2 12.2 K = 5. 60 11 C=120 9. 90 0. 0 0.0 57.89 0.093 10. 41 1.0 12.2 Vel = 8. 44 C1 57.89 13.2 K = 15. 95 PATH 4 FROM HYDRAULIC REFERENCE 5 TO A6 19. 90 1. 682 2E 41.36 12. 6 12. 6 K = 5. 60 5 C=120 1T 19.80 0.0 0.0 19. 90 0.013 61. 16 0.8 12 . 6 Vel = 2. 90 A6 19. 90 13. 4 K = 5.43 PATH 5 FROM HYDRAULIC REFERENCE 10 TO A7 19. 90 1. 682 2E 43. 61 12. 6 12. 6 K = 5. 60 10 C=120 1T 19.80 0. 0 0.0 19. 90 0.013 63. 41 0.8 12. 6 Vel = 2. 90 A7 19. 90 13.5 K = 5. 43 PATH 6 FROM HYDRAULIC REFERENCE C2 TO C3 18.22 4 .260 12 .25 13.2 13.2 C2 C=120 0. 00 0.0 0. 0 See PATH 1 18.22 0.000 12.25 0. 0 13.2 Vel = 0.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/18/17 15:42 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn C3 18.22 13.2 K = 5. 02 PATH 7 FROM HYDRAULIC REFERENCE A8 TO A9 4.08 1.682 2E 33.55 13.5 13.5 A8 C=120 2T 29.70 0. 0 0.0 See PATH 2 4. 08 0.001 63.25 0. 0 13.5 Vel = 0.59 A9 4.08 13.5 K = 1. 11 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance Pump Info Flow(gpm) Pres(psi) ` Matchbook Distilling Company Static Pres: 58.0 psi Pressure: -23.7 psi In: 0 gpm Rtd Pres: 50 psi 0 60.0 230 Corwin Street Resid Pres: 26.0 psi Sys Flow: 245 gpm Out. 250 gpm Rtd Flow: 250 gpm 250 50.0 Greeport, New York Flow: 411 gpm Sys+Hose: 495 gpm 375 32.5 ` Remote Area: 1 Date: 11-10-2017 Safety Pres: 36.6 psi Loc: Corwin Street Hd Elv Pres: 7.8 psi 70 60 - 50 Supply 40 P S I 30 - 20 10 7.8 psi 100 150 200 250 300 35C250 gpm hose 400 450 500 Flow (gpm) Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Matchbook Distilling Company Location: 230 Corwin Street Greeport, New York Drawing Date: 11-20-2017 Remote Area Number: 2 Contractor: MJM Plumbing & Mechanical Inc Telephone: 631-209-1845 576 Route 25A Rocky Point, New York, 11778 Designer: PAS Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Steel & Concrete Occupancy:Warehouse Reviewing Authorities:Village Of Greeport Fire Marshal SYSTEM DESIGN Code:NFPA 13 Hazard:Ord Haz Grl System Type:DRY Area of Sprinkler Oper. 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0. 150 1 Make: RASCO Area per Sprinkler 110.0 sq ftj Model: FIFR56 Hose Allowance Inside 0 gpm I K-Factor: 5. 60 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 487.0 psi Required: -28.5 @ Source WATER SUPPLY Water Flow Test I Pump Data Date of Test 11-10-2017 1 Rated Capacity 250 gpm Static Pressure 58.0 psi I Rated Pressure 50.0 psi Residual Pres 26.0 psi I Elevation 0 At a Flow of 411 gpm I Make: AC Pump Elevation 0" I Model: Location: Corwin Street Source of Information: SCWA SYSTEM VOLUME 970 Gallons Notes: of NEw Y GP��ANG ' = m (� yer , J-1 J CP OS3 616 A'��FESS�ONP� /io Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 237 18.3 psi 1 6" Grvd 90 Ell Firelock 10' 120 6.065 237 0. 0 1 Pipe 6" 10x21 Allied Domestic 5' 120 6.357 237 0. 0 1 6" Grvd Check Valve Tyco CV-lFR 20' 120 6.065 237 0. 0 1 6" Fingd Alarm Valve Rasco Model 27' 120 6.065 237 0. 1 1 50 psi@250 gpm PUMP AC Pump NFPA 20 CHART 237 50.9 1 6" Fingd Back Flow Valve Wilkins CHART LOSS 237 2. 6 1 6" Fingd Gate Valve Kennedy Gate 3' 0 6.065 237 0.0 1 Pipe 6" DIx18 America DI 350 5' 140 6.338 237 0.0 1 6" Fingd 90 Ell CI 12' 120 6. 065 237 0. 0 1 Pipe 6" DIx18 America DI 350 50' 140 6.338 237 0. 1 Elevation Change 3' 0" 1.3 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at Source 487 -28.5 psi Water Source 58 .0 psi static, 26.0 psi residual @ 411 gpm 487 gpm 14.2 psi SAFETY PRESSURE 42.7 psi NOTE: Negative values in REQUIRED PRESSURE fields are acceptable in DEMAND calculations. Verify that AVAILABLE & SAFETY pressures are positive values. Available Pressure of 14.2 psi Exceeds Required Pressure of -28.5 psi This is a safety margin of 42.7 psi Maximum Water Velocity is 5.4 fps Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0. 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3-�2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 14 10.00 5. 60 9. 4 17. 1 16.5 0.16 15 10.00 5. 60 9.2 17.0 16.5 0.15 16 10.00 5. 60 8.7 16.5 16.5 0.15 17 10.00 5. 60 8.8 16. 6 14.8 0.30 18 10.00 5. 60 9.3 17.1 14.8 0.31 19 10.00 5. 60 9. 4 17.1 16.5 0. 16 20 10.00 5. 60 9.2 17.0 16.5 0. 15 21 10.00 5. 60 8. 8 16.7 16.5 0.15 22 10.00 5. 60 9. 0 16.8 16.5 0.15 23 10.00 5. 60 9. 4 17.2 16.5 0. 16 24 10.00 5. 60 9.2 17.0 16.5 0. 15 25 10.00 5. 60 8. 9 16.7 16.5 0. 15 26 10. 00 5. 60 9.0 16.8 16.5 0. 15 27 10.00 5. 60 9.7 17.5 16.5 0. 16 Al 10.00 9.4 A2 10. 00 9.4 A3 10. 00 9. 4 A4 9. 00 10. 9 A5 20. 00 8 . 4 A6 20. 00 8. 9 A7 20.00 9.0 A8 20. 00 9. 1 A9 20.00 9. 1 A10 20. 00 10.3 Bl 10.00 9. 8 B2 10.00 9. 8 B3 10.00 9. 8 B4 10.00 9.8 Cl 20. 00 8 .8 C2 20. 00 8 .7 C3 20.00 8 .7 W 2 .00 18 .3 Max velocity of 5.39 occurs in the pipe from A5 TO A4 Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) 16.50 1. 682 6.18 8.7 8.7 K = 5. 60 16 C=100 0.00 0. 0 0. 0 16.50 0.013 6.18 0.1 8.7 Vel = 2.41 16.58 1.682 1T 6.30 8 .8 8 .8 K = 5. 60 17 C=100 7.07 0.0 0.0 33.08 0.046 13.37 0. 6 8 .8 Vel = 4. 82 17.06 4.260 10. 00 9. 4 9.4 Al C=100 0. 00 0. 0 0.0 See PATH 7 50.13 0.001 10.00 0. 0 9. 4 Vel = 1.14 33.44 4.260 10.00 9. 4 9. 4 A2 C=100 0.00 0.0 0. 0 See PATH 2 83.57 0.003 10.00 0.0 9. 4 Vel = 1. 90 33.49 4.260 4E 145.02 9.4 9. 4 A3 C=100 1T 56.38 0.4 0.0 See PATH 3 117.06 0.005 201. 40 1.0 9.4 Vel = 2. 66 119. 91 4.260 7E 53.22 10. 9 10. 9 A4 C=100 65.78 -4.8 0.0 See PATH 4 236. 98 0.019 119. 00 2.3 10. 9 Vel = 5.39 -106.24 4.260 1E 52. 11 8. 4 8. 4 A5 C=100 1T 28.19 0.0 0. 0 See PATH 9 130.73 0.006 80.30 0.5 8 .4 Vel = 2. 97 4 .260 10. 00 8. 9 8 . 9 A6 C=100 0.00 0.0 0.0 130.73 0.006 10.00 0. 1 8. 9 Vel = 2. 97 4.260 10.00 9.0 9.0 A7 C=100 0.00 0.0 0. 0 130.73 0.006 10.00 0. 1 9.0 Vel = 2. 97 -4.37 4 .260 10. 00 9. 1 9.1 A8 C=100 0.00 0.0 0.0 See PATH 10 126.37 0.006 10.00 0. 1 9.1 Vel = 2. 87 4.37 4.260 2E 146.57 9. 1 9. 1 A9 C=100 1T 37.59 0.0 0. 0 See PATH 10 130.73 0.006 184. 16 1.2 9. 1 Vel = 2. 97 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG`S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 16 TO W (PRIMARY PATH) 106.24 6.357 3E 21.34 10.3 10.3 A10 C=100 1T 64. 61 7.8 0.0 See PATH 9 236. 98 0.003 85. 95 0.2 10.3 Vel = 2.42 W 236.98 18 .3 K = 55.34 PATH 2 FROM HYDRAULIC REFERENCE 21 TO A2 16. 65 1. 682 11.00 8 .8 8 .8 K = 5. 60 21 C=100 0. 00 0.0 0.0 16. 65 0.013 11.00 0. 1 8.8 Vel = 2. 43 16.79 1.682 1T 1.48 9. 0 9.0 K = 5. 60 22 C=100 7 .07 0.0 0.0 33.44 0.047 8 .55 0. 4 9. 0 Vel = 4. 88 A2 33. 44 9.4 K = 10. 91 PATH 3 FROM HYDRAULIC REFERENCE 25 TO A3 16. 68 1. 682 11.00 8. 9 8. 9 K = 5. 60 25 C=100 0.00 0.0 0.0 16. 68 0.013 11.00 0.1 8 . 9 Vel = 2. 43 16. 81 1. 682 1T 1. 48 9.0 9.0 K = 5. 60 26 C=100 7 .07 0.0 0.0 33.49 0.047 8 .55 0. 4 9.0 Vel = 4.88 A3 33. 49 9.4 K = 10. 91 PATH 4 FROM HYDRAULIC REFERENCE 15 TO A4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 15 TO A4 CONTINUED 17. 00 1. 682 11. 00 9.2 9.2 K = 5. 60 15 C=100 0. 00 0.0 0.0 17. 00 0.014 11. 00 0. 1 9.2 Vel = 2 .48 17. 13 1. 682 1T 1.52 9. 4 9.4 K = 5. 60 14 C=100 7 . 07 0. 0 0.0 34. 13 0.049 8 .58 0. 4 9. 4 Vel = 4. 98 4 .260 10.00 9. 8 9.8 B1 C=100 0.00 0. 0 0.0 34. 13 0.001 10.00 0. 0 9.8 Vel = 0.78 34. 14 4 .260 10.00 9. 8 9.8 B2 C=100 0.00 0. 0 0.0 See PATH 5 68.27 0.002 10.00 0. 0 9.8 Vel = 1.55 34.17 4 .260 10.00 9.8 9.8 B3 C=100 0.00 0. 0 0. 0 See PATH 6 102. 45 0.004 10.00 0. 0 9. 8 Vel = 2.33 17.47 4 .260 2E 94 . 97 9. 8 9.8 B4 C=100 18 .79 0.4 0.0 See PATH 8 119. 91 0.005 113.77 0. 6 9.8 Vel = 2.73 A4 119. 91 10. 9 K = 36.32 PATH 5 FROM HYDRAULIC REFERENCE 20 TO B2 17.00 1.682 11. 00 9.2 9.2 K = 5. 60 20 C=100 0. 00 0.0 0.0 17. 00 0.014 11. 00 0. 1 9.2 Vel = 2. 48 17. 14 1. 682 1T 1.52 9. 4 9.4 K = 5. 60 19 C=100 7.07 0. 0 0.0 34.14 0.049 8 .58 0. 4 9.4 Vel = 4. 98 B2 34.14 9. 8 K = 10. 91 PATH 6 FROM HYDRAULIC REFERENCE 24 TO B3 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 24 TO B3 CONTINUED 17.02 1. 682 11. 00 9.2 9.2 K = 5. 60 24 C=100 0. 00 0.0 0.0 17.02 0.014 11. 00 0.1 9.2 Vel = 2. 48 17.16 1. 682 1T 1.52 9. 4 9.4 K = 5. 60 23 C=100 7.07 0.0 0.0 34.17 0.049 8.58 0.4 9.4 Vel = 4. 98 B3 34. 17 9. 8 K = 10. 91 PATH 7 FROM HYDRAULIC REFERENCE 18 TO Al 17.06 1. 682 1T 0. 64 9.3 9.3 K = 5. 60 18 C=100 7.07 0.0 0.0 17.06 0.014 7.71 0. 1 9.3 Vel = 2. 49 Al 17.06 9.4 K = 5.57 PATH 8 FROM HYDRAULIC REFERENCE 27 TO B4 17.47 1. 682 1T 1.52 9.7 9.7 K = 5. 60 27 C=100 7. 07 0.0 0.0 17.47 0.014 8.58 0.1 9.7 Vel = 2 .55 B4 17. 47 9.8 K = 5.57 PATH 9 FROM HYDRAULIC REFERENCE A5 TO A10 106.24 4.260 1E 31.22 8. 4 8.4 A5 C=100 1T 28. 19 0.0 0.0 See PATH 1 106.24 0.004 59. 41 0.3 8. 4 Vel = 2 .41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Matchbook Distilling Company Drawing Date:11-20-2017 12/14/17 7: 5 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 9 FROM HYDRAULIC REFERENCE A5 TO A10 CONTINUED 4.260 12.25 8.7 8 .7 C3 C=100 0.00 0. 0 0.0 106.24 0.004 12.25 0.1 8.7 Vel = 2 .41 4.260 12.29 8 .7 8.7 C2 C=100 0. 00 0.0 0.0 106.24 0.004 12.29 0. 1 8 .7 Vel = 2 .41 4.260 4E 290. 99 8. 8 8.8 C1 C=100 1T 56.38 0.0 0. 0 106.24 0.004 347.37 1.5 8.8 Vel = 2. 41 A10 106.24 10.3 K = 33. 12 PATH 10 FROM HYDRAULIC REFERENCE A8 TO A9 4.37 1. 682 2E 33.55 9. 1 9.1 A8 C=100 2T 21.20 0.0 0.0 See PATH 1 4.37 0.001 54 .74 0. 1 9. 1 Vel = 0. 64 A9 4.37 9.1 K = 1. 45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance Pump Info Flow(gpm) Pres(psi) Matchbook Distilling Company Static Pres: 58.0 psi Pressure. -28.5 psi In- 0 gpm Rtd Pres. 50 psi 0 60.0 230 Corwin Street Resid Pres: 26.0 psi Sys Flow: 237 gpm Out: 250 gpm Rtd Flow: 250 gpm 250 50.0 Greeport, New York Flow: 411 gpm Sys+Hose: 487 gpm 375 32.5 Remote Area: 2 Date: 11-10-2017 Safety Pres. 42.7 psi Loc- Corwin Street Hd Elv Pres: 3.5 psi 70 60 50 Supply 40 — P S I 02010 30 - 20 - 10 - 4 si 100 150 200 250 300 250 gpm hose 400 450 500 Flow (gpm) {� ¢Y,h n,m7r�7'<ca�^rt•w'... �a��.;::'st^c;i*`i, 1 II >„�fi,, ill TM Originally Issued: 01/16/2015 Revised: 01/30/2017 Valid Through: 01/31/2018 EVALUATION SUBJECT: dwellings under the IRC. The spray-apphed foam plastic SES 2.0,SES 2.0 LE,NEXSEALTM 2.0 AND Insulations also may be used in Type I, 11, III or IV NEXSEALTM 2.0 LE SPRAT'FOAM construction when installed in accordance with Section 4.6 INSULATIONS of tlus report. REPORT HOLDER: SES 2.0,SES 2 0 LE,NexsealTM 2 0 and NexsealTM 2 0 LE SES Foam,LLC Spray Foam Insulations may be used as air impermeable 4008 Louetta Road,#538 insulations when installed in accordance with Section 3.4 Spring,Texas 77388 of this report. www.sesfoam.com 3.0 PRODUCT DESCRIPTION CSI Division: 07 THERMAL AND MOISTURE PROTECTION 3.1 Properties: SES 2.0, SES 2.0 LE,NexsealTM 2.0 and CSI Section: 07 2100 Thermal Insulation NexsealTM 2.0 LE Spray Foam Insulations are a spray- applied,polyurethane foam plastic and comply as medium- 1.0 SCOPE OF EVALUATION density insulation in accordance with Section 3.1.1 and Table 1 of AC377. The insulation is a two-component \ 1.1 Compliance to the following codes & regulations: spray foam plastic with a nominal in-place density of 2.0 a� • 2015,2012 and 2009 International Building Code® pcf(32 kg/m). (IBC) The spray-applied insulation is mixed in the field by • 2015,2012 and 2009 International Residential combining a polymeric isocyanate (A component) and a Code (IRC) resin blend(B component) The liquid components shall be • 2015, 2012 and®2009 International Energy stored in 55-gallon(208 L)drums at temperatures between Conservation Code (IECC) 50°F and 70°F(10°C and 21°C). When Component A and • 2014 Florida Building Code,Building(2014 FBC, Building) and 2014 Florida Building Code, Component B are stored in factory-sealed containers at the 7z Residential (FBC, Residential)- supplement recommended temperatures,the maximum shelf life is six attached. months. 3.2 Thermal Resistance (R-Values): SES 2.0, SES 2.0 1.2 Evaluated in accordance with: LE NexsealTM 2.0 and NexsealTM 2.0 LE Spray Foam • ICC-ES AC377,approved April 2016 Insulations have a thermal resistance (R-Value) at a mean temperature of 75°F (24°C) as shown in Table 1 of this 1.3 Properties assessed: report. • Physical Properties Table 1-Thermal Resistance(R-Value) • Thermal Resistance(R-Values) (°F•ft2•h/Btu) • Surface Bunning Characteristics Thickness SES 2.0 and NexsealTM 2.0 • Exterior Walls Type I,II,III or IV Construction (inch) SES 2.0 LE and NexsealTM • Air Permeability 2.0 LE • Vapor Permeance 1 6.8 7.0 • Attic and crawl space installations 2 14 14• Alternate Thermal Barrier Assemblies 3 20 21 3.5 24 24 2.0 PRODUCT USE 4 27 28 5 34 35 SES 2 0,SES 2 0 LE,NexsealTM 2.0 and NexsealTM 2.0 LE 6 41 42 Spray Foam Insulations comply with IBC Section 2603 7 48 49 IRC Section R316, 2015 and 2012 IECC Sections C303, s 55 56 C402,R303, and R402, and 2009 IECC Sections 303 and 9 62 63 402. When installed in accordance with Section 4.0 of this 10 1 68 1 70 l� report, SES 2 0, SES 2 0 LE, NexsealTM 2.0 and 11 75 77 NexsealTM2.0 LE Spray Foam Insulations may be used in 12 82 84 wall cavities,floor assemblies or ceiling assemblies,and/or For sl;: 1 inch=25 4 mm,1°F W-h/Btu=0 176 110 K-m2/W 1n attic and crawl spaces as nonstructural thermal insulation R-Values are calculated based on tested K values at 1-inch and 3 5- inch thicknesses material. The spray-applied foam plastic insulations are 'R-Values greater than 10 are rounded to the nearest whole number used in Type V-B construction under the IBC and in tk9 F ,.ka�5'a°'*�"ma" r' �s "��7�3s*„6;,:1ar,3�..(u.Sni to@7;,raaamvt3 r< x;:ta:�.v#iw3a,..�s,:'{�?a5.:�:,�;^:a>;iss•.�i°;zxatr .4.<.rr:.•„ The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safC, ely, as applicable,in accordance with IBC Section 104 11 This document shall only be reproduced in its entirety Copyright 02017 by International Association of Plumbing and Mechanical Officials All rights reserved Printed in the United States Ph 1-877-41ESRPT•Fax 909 4724171 f web www uniform-es org•4755 East Philadelphia Street,Ontario,California.91761-2816-USA Page 1 of 6 M ap�1n\�nr '�3 r'n'�„"t�4i��': ',."vlt,•i•`e^'la: ES � a TFC Originally Issued: 01/16/2015 Revised: 01/30/2017 Valid Through: 01/31/2018 3.3 Surface Burning Characteristics: At a maximum NexsealTM 2.0 and 4 inches(50.8 mm)per pass for SES 2.0 thickness of 4 inches (102 mm) and a nominal density of LE and NexsealTM2.0 LE up to the maximum insulation 2 0 pcf(32 kg/m3), the SES 2 0, SES 2.0 LE, NexsealTM thickness specified in this report.The maximum in-service 2.0,NexsealTM2 0 LE Spray Foam Insulations have a flame temperature for all areas shall not exceed 180°F (82°C) spread index of 25 or less and smoke-developed index of The spray-apphed foam plastic insulation shall not be used 450 or less when tested in accordance with ASTM E84. in electrical outlets or junction boxes or in continuous Thicknesses are not limited for ceiling cavities and wall contact with rain or water. The spray-applied foam plastic cavities when covered by a code complying prescriptive insulation shall be sprayed onto a substrate that is protected thermal barrier,such as minimum 1/2 inch(12.7 mm)thick and clean from any debris or weather related conditions gypsum board. during application. 3.4 Air Permeability: When tested in accordance with 4.3 Installation with a Prescriptive Thermal Barrier: ASTM E2178 at a mimmum thickness of 1 inch(25.4 mm), SES 2.0,SES 2.0 LE,NexsealTM 2.0 and NexsealTM 2.0 LE SES 2.0, SES 2.0 LE,NexsealTM 2.0 and NexsealTM2.0 LE Spray Foam Insulations shall be separated from the interior Spray Foam Insulations are classified as air-impermeable by an approved thermal barrier of minimum 1/2 inch thick insulations in accordance with Section 1203 3 of the 2015 (12.7 mm) gypsum wallboard or an equivalent thermal 1BC, and Section R806.5 of the 2015 and 2012 IRC or barrier. When installed in accordance with this section the Section R806.4 of the 2009 IRC,as applicable. spray foam may be any thickness when installed behind a prescriptive thermal barrier.The barrier shall comply with, 3.5 Vapor Permeance: When tested in accordance with and be installed in accordance with IBC Section 2603 4 or the ASTM E96 desiccant method(Procedure A), SES 2.0, IRC Section R316.4,as applicable. SES 2.0 LE, NexsealTM 2.0 and NexsealTM2.0 LE Spray Foam Insulations have a vapor permeance of less than 1.0 4.4 Installation without a Prescriptive Thermal perms [57.4 x 10-9 g/(Pa-s°mZ)],at a minimum thickness of Barrier: The thermal barrier required by IBC Section 15/8 inch (41.3 mm) and qualifies as a Class II vapor 2603.4 or IRC Section R316 4 may be omitted when all of retarder in accordance with IBC Section 202 and IRC the following apply: Section R202 a The thickness of SES 2.0, SES 2.0 LE,NexsealTM 2.0 and NexsealTM2.0 LE Spray Foam Insulations 3.6 DC-315 Fireproof Paint:DC-315 Fireproof Paint is a shall not exceed 81/4 inches(2 10 mm)on walls and water-based latex intumescent coating manufactured by other vertical surfaces and 101/4 inches (260 mm) International Fireproof Technology,Inc.and is supplied in on ceilings and other horizontal and overhead 5 gallon (19L) pails and 55-gallon (208L) drums. When surfaces;and stored in factory-sealed containers at temperatures between b. The SES 2.0, SES 2.0 LE, NexsealTM 2.0 and 50°F (10 °C) and 80°F(27°C),the coating has a shelf life NexsealTM2.0 LE Spray Foam Insulations are of 24 months. coated with a minimum 18 mils(0 46 mm)wet film thickness(12 mils[0.30 mm]dry film thickness)of 4.0 DESIGN AND INSTALLATION DC-315 Fireproof Paint intumescent coating as described in Section 3 6 of this report.The coating 4.1 Design: SES 2.0, SES 2 0 LE, NexsealTM 2.0 and shall be applied in accordance with the coating NexsealTM2.0 LE Spray Foam Insulations shall comply manufacturer's instructions and this report. with requirements in 2015 and 2012 IECC Sections C402.1 Surfaces to be coated shall be dry,clean and free of and R402, or 2009 IECC Section 402, as applicable. The dirt,loose debris and other contaminants that could manufacturer's published installation instructions for SES impact adhesion of the coating. 2.0, SES 2.0 LE, NexsealTM 2.0 and NexsealTM 2 0 LE Spray Foam Insulation and this report shall be available 4.5 Installation for Attics and Crawl Spaces: When and strictly adhered to at all times on the jobsite during used in an attic or crawl space where entry is made installation. only for service of utilities SES 2.0, SES 2 0 LE, NexsealTM 2.0 and NexsealTM 2.0 LE Spray Foam 4.2 Installation: SES 2.0, SES 2.0 LE,NexsealTM 2.0 and Insulations shall be installed in accordance with this NexsealTM2.0 LE Spray Foam Insulations shall be spray- section. The insulation shall be separated from the applied on the jobsite using a volumetric positive interior of the building by an approved thermal barrier displacement pump in accordance with the manufacturer's as described in Section 4.3,4.4 and 5.2 of this report, published installation instructions. The applied insulation as applicable. shall be sprayed in multiple passes having a maximum thickness of 2 inches (50.8 mm)per pass for SES 2.0 and Page 2 of 6 Czc _ � y � B a� �'`. ,•:`^,,`kr��1,".W"+Still rt ,,?�sr'%:.:�.`ri`,:� "" vY�l!.''�u7.�fs:'�;,ir". «,"1;;e'*.,.i",�7.ia+<'at:j� .;:is,.�'w:•>, rM Originally Issued: 01/16/2015 Revised: 01/30/2017 Valid Through: 01/31/2018 4.5.1 Installation with a Prescriptive Ignition Barrier: Optional: If desired, SES 2.0, SES 2.0 LE,NexsealTM 2.0 Where entry is made only for the service of utilities, SES and NexsealTM 2.0 LE Spray Foam Insulation may be 2.01 SES 2.0 LE, NexsealTM 2 0 and NexsealTM 2.0 LE coated with 4 mils (0.1 inn) wet film thickness (2 7 mils Spray Foam Insulations may be installed within attics or dry film thickness [0.07 mm]) of DC-315 Fireproof Paint crawl spaces with an ignition barrier in accordance with as described in Section 3 6 IBC Section 2603.4.1.6, or IRC Sections R316.5.3 and 4.5.3 Unvented Attics: SES 2.0, SES 2.0 LE,NexsealTM R316.5.4, as applicable. The ignition barrier shall be 2.0 and NexsealTM2.0 LE Spray Foam Insulation may be installed in a manner such that the foam plastic insulation installed in unvented attic assemblies and unvented is not exposed, and is consistent with the requirements of enclosed rafter assemblies in accordance with Section the type of construction required by the applicable code. 1203.3 of the 2015 IBC or Section R806.5 of the 2015 and 2012 IRC, or Section R806 4 of the 2009 IRC, as 4.5.2 Installation without a Prescriptive Ignition applicable. Barrier: When installation is in accordance with this section,the ignition barrier specified by Section 2603.4.1.6 4.6 Exterior Walls of Buildings of Type I,II, III or IV of the IBC or Sections R316.5.3 and R316.5 4 of the IRC, Construction. When SES 2.0,SES 2.0 LE,NexsealTM 2.0 as applicable,may be omitted. and NexsealTM 2.0 LE Spray Foam Insulations are used in exterior walls of buildings of Type I, II, III or IV 4.5.2.1 General: When SES 2 0, SES 2.0 LE, NexsealTM construction of any height the insulation shall comply with 2.0 and NexsealTM 2.0 LE Spray Foam Insulations are Section 2603.5 of the IBC and this section SES 2.0 Spray installed in attics and crawl spaces without a prescriptive Foam insulation shall be installed at a maximum thickness ignition barrier,the following conditions apply: of 4-inches(102 mm). a. The thickness of the foam plastic insulation applied to the underside of the top of the space shall not 4.6.1 Complying Exterior Wall Assemblies. Wall exceed 11'/2 inches(292 mm). assemblies that comply with Section 2603.5 of the IBC and b The thickness of the foam plastic insulation applied this report that may be used in exterior walls of buildings to the vertical surfaces shall not exceed 7%2 inches of Type I, II, III or IV construction of any height are (190 m). described in Table 2 of this report c. Entry is only to service utilities in the attic or crawl space and no storage is permitted 5.0 LIMITATIONS d. Attic or crawl space areas cannot be interconnected. The SES 2.0, SES 2.0 LE, NexsealTM 2.0 and NexsealTM e. Air from the attic or crawl space cannot be 2 0 LE Spray Foam Insulation described in this report circulated to other parts of the building. complies with those codes listed in Section 1.0 of this f. In accordance with IBC Section 1203.2 or IRC report or is considered a suitable alternative to what is Section R806, as applicable, attic ventilation is specified,subject to the following conditions: provided,as applicable g. In accordance with IBC Section 1203 3 or IRC 5.1 The insulation shall be installed in accordance with the Section R408.1, as applicable, crawl-space manufacturer's published installation instructions. It shall ventilation is provided,as applicable. also be installed in accordance to this evaluation report and h. In accordance with IMC(International Mechanical the applicable code, and if there are any conflicts between Code®)Section 701,combustion air is provided. the manufacturer's published installation instructions and this report,the more restrictive governs 4.5.2.2 Attics and Crawl Spaces: SES 2.0, SES 2.0 LE, NexsealTM 2.0 and NexsealTM 2 0 LE Spray Foam 5.2. Except as indicated in Section 4.3 and Section 4.4 of Insulations may be spray-applied in attics to the underside this report or by the applicable code, the insulations shall of roof sheathing,roof rafters and/or vertical surfaces,and be separated from the interior of the building by a code in crawl spaces to the underside of floors and/or vertical approved thermal barrier. surfaces as described in this section. When applied to the underside of the top of the space,the thickness of the SES 5.3. As noted in Sections 3.1 and 3 2 of this report, the 2.0 Spray Foam Insulation shall not exceed 11%2 inches insulations shall not exceed the nominal density and (292 mm),and when applied to vertical surfaces maximum thickness. thickness shall not exceed 71/2 inches (190 min). The SES 2.0 Spray Foam Insulation does not require the application 5.4. During installation the insulation and the surfaces to of either an ignition barrier or a fire protective coating. which it is applied shall be protected from exposure to Page 3 of 6 - ' 'd Y ' ff yp•. r fF`in.i'o� - ',� . tif� + 'X• ' � "t•�i#yS" h�;�� t`.'g J.sq ' U�� ! �a DAr •y $7 � � �X'yk .yn 1 yi J'.seE- "4 byrx y,• / '` —.c«,.-� •'s'..,=vtvrtzs:-'-,aecxc;rxarsc-—'�,rcncx Ere,C�"'�w'ti'a,:�'�=�'tu�a:;�T 4�;>...-"�s'::�.+. .„• TM Originally Issued: 01/16/2015 Revised: 01/30/2017 Valid Through: 01/31/2018 weather. 7.0 IDENTIFICATION 5.5. The contractors that will be installing the insulations The spray foam insulation containers are identified with shall be certified by SES Foam,LLC. the following: a. Manufacturer's name(SES Foam,LLC) 5.6.Use of the insulation in areas of"very heavy"termite b. address and telephone number, infestation shall be in accordance with 2015 IBC Section c. the product trade name(SES 2.0, SES 2.0 LE,NexsealTM 2603.8,2012 IBC Section 2603.9,or 2009 IBC Section 2.0 or NexsealTM 2.0 LE Spray Foam Insulation) 2603.8,or IRC Section 318.4,as applicable. d. use instructions e. density,flame-spread and smoke-development indices 5.7 The insulation at a 15/8-inch (41.3 mm) thickness or f. date of manufacture or batch/ran number greater is a Class II vapor retarder as defined in Section g. the IAPMO Uniform ES evaluation report number(ER-- R202 of the IRC and Section 202 of the IECC. 374)and Mark of Conformity h. the name or logo of the inspection agency (Quality 5.8.Labeling and jobsite certification of the insulation and Control Consultants,LLC) coatings shall comply with 2015 IRC 1101.10 and 1101.10.1.1, 2012 IRC Sections 1101.12 and 1101.12 1, Each container of the DC-315 Fireproof paint is labeled 2009 IRC Sections N1101.4 and N110141, IECC with the manufacturer's name (International Fireproof Sections C303.1.1 and C303.1.2,as applicable Technology,Inc.),the product name,and use instructions. 5.9 The insulations produced at SES Foam, LLC, located Either Mark of Conformity may be used as shown below. in St. Louis, Missouri shall be under a quality control program with inspections by Quality Control Consultants, LLC (ApM0 9TM 6.0 SUBSTANTIATING DATA ES 6.1 Data in accordance with the ICC-ES Acceptance Criteria 0 or for Spray-applied Foam Plastic Insulation, AC377, dated IAPMO ER#374 April 2016, including reports of tests in accordance with Appendix X of AC377. 6.2 Reports of room corner testing in accordance with NFPA Brian Gerber,P.E.,S.E. 286' Vice President,Technical Operations 6.3 Reports of fire characteristics testing in accordance with Uniform Evaluation Service NFPA 285 6 4 Reports of potential heat of building material testing in Richard Beck,PE,CBO,MCP accordance with NFPA 259. Vice President,Uniform Evaluation Service 6.4 Reports of water vapor transmission testing in accordance with ASTM E96 GP Russ Chane CEO,The IAPMO Group For additional information about this evaluation report please visit wiiw.uniform-es.org-or email at iuf 4vumlorm-es.or„t• Page 4 of 6 ably pad )ny� F {d�v'h`,''N'.;'',�''i• TM Originally Issued: 01/16/2015 Revised: 01/30/2017 Valid Through: 01/31/2018 Table 2—NFPA 285 Com 1 ing Exterior Wall Assemblies Wall Component Material Description Base Wall System (BWS) 1—concrete wall Use either 1,2 or 3 2—concrete masomy wall 3—1 layer of 5/8-inch thick Type X gypsum wallboard installed on the interior side of minimum 35/8-mch-deep minimum No.20-gauge thick steel studs spaced a maximum or 24 inches on center.Lateral bracing installed minimum every 4 feet vertically or as required. Wall stud cavities shall be filed at each floor line with minimum 4 pcf dense mineral wool(c.g Thermafiber friction fit between steel wall studs. Resilient Channel Double-leg `hat' shaped steel resilient channel, minimum 30 gage, installed when used with BWS 3 above perpendicular to the wall studs (interior side only) and spaced a maximum of 24- inches on center between steel studs and Type X gypsum wallboard.Entire perimeter of window opening to be framed with resilient channel. Perimeter Fire Barrier Perimeter fire barrier system complying with Section 715 4 of the 2012 IBC shall be System installed,as applicable,to fill the void created at the intersection of the exterior curtain wall assembly and the concrete floor slab. Interior Insulation 1—None Use either 1, 2, 3, 4 or 5; or 2—Maximum V/8-inch thickness of SES Foam 0.5 lb. (Sucraseal 0 5) applied to the combination of 3 and 4, or interior surface of BWS 1 or 2 above 1,4 combination of 3 and 5 3—SES Foam 0.5 lb. (Sucrasea10.5)applied to the full depth of the wall stud cavity, or less,with exterior gypsum sheathing(see BWS 3 above)as the substrate covering the width of the cavity and the inside of the steel wall stud framing flange.4 4—Fiberglass batt insulation(faced or unfaced) 5—Mineral wool insulation faced or unfaced Exterior Sheathing 1—None(for BWS I or 2 above) Use either 1,2 or 3 2—'/2 inch thick exterior gypsum sheathing(for BWS 3 above) 3—5/8-inch-thick Type X exterior type gypsum sheathing for BWS 3 above Exterior Insulation Maximum 4-inch thick SES Foam 2.0 Spray Foam Insulation' Exterior Wall Coverine 1 — Brick - steel brick veneer anchors, installed a maximum 24-inches on-center, Use either 1,2,3,4 or 5 vertically on each stud with maximum 2-inch air gap between exterior insulation and brick.Brick to be standard nominal 4-inch thick clay brick installed in a running bond pattern using Type S mortar. 2 — Stucco - minimum 3/4-inch thick, exterior cement plaster and lath. A secondary water-resistive barrier(WRB) shall be installed between the exterior insulation and the lath. The Secondary WRB shall not be full-coverage asphalt or butyl-based self- adhering membranes. 3—Minimum 2-inch thick natural stone. Joints shall be mortared(non-open jointed). 4—Minimum I V2-inch thick concrete masonry unit,pre-cast concrete or artificial cast stone. Joints shall be mortared. 5—Mimmum 11/4-inch thick terra cotta.Joints shall be mortared. Flashing of windows, doors As an option,flash around windows, doors and other exterior wall penetrations with or other exterior wall limited amounts of maximum 12-inch wide flashing tape (acrylic, asphalt or butyl- penetrations based)or liquid-applied membrane material with or without fiber mesh reinforcement. SI: 1 inch=25 4 mm, 1 pcf=16 0 kg/m3, 1 Btu/ft2=0 01128 mJ/m2 1 Flreblockmg per Section 718 of the 2012 IBC and thermal barrier material requirements per Section 2603 4 of the 2012 IBC shall be met for Base Wall Systems 1 and 2,as required by specific wall construction details when a combustible concealed space is created on interior side of exterior wall assembly 2 Exterior wall coverings shall be installed in accordance with the manufacturer's installation instructions and shall comply with the provisions of Chapter 14 of the IBC and Chapter 7 of the IRC,as applicable 3 The potential heat of 4-mch-thick SES 2 0 Spray Foam Insulation is 2,066 Btu/ftz per inch of thickness when tested in accordance with NFPA 259 4 The potential heat of 35/8-mch-tluck SES 0 5 lb Spray Foam Insulation is 466 Btu/ftz per inch of thickness when tested in accordance with NFPA 259 Page 5 of 6 1111,1110 N ,a TM Originally Issued: 01/16/2015 Revised: 01/30/2017 Valid Through: 01/31/2018 FLORIDA SUPPLEMENT SES 2.0 SPRAY FOAM INSULATION CSI Section: 072100 Thermal Insulation 1.0 RECOGNITION SES 2.0 Spray Foam Insulation evaluated in IAPMO UES Evaluation Report ER-374 is a satisfactory alternative to the following codes and regulations: • 2014Florida Building Code,Building(FBC, Building) • 2014 Florida Building Code,Residential(FBC, Residential) 2.0 LIMITATIONS 2.1 Installation of spray foam insulation in exterior walls of one-story buildings located in High-Velocity Hurricane Zones shall comply with Section 2612.3.2 3 of the Florida Building Code,Building 2.2 Installation of spray foam insulation in exterior walls of multistory buildings located in High-Velocity Hurricane Zones shall comply with Section 2612.3.2.4 of the Florida Building Code,Building. 2.3 The clearance between the foam insulation installed above grade and exposed earth shall be in accordance with Section 2603.8 of the FBC, Building or Section R318.6 of the Florida Building Code,Residential,as applicable. 2.4 Verification shall be provided that a quality assurance agency audits the manufacturers quality assurance program and audits the production quality of products,in accordance with Section (5)(d) of Florida Rule 61G20-3 008 The quality assurance agency shall be approved by the Conunission(or the building official when the report holder does not possess an approval by the Commission). Igor additional information about this evaluation report please visit ww%v uniform-cs org or email at infoaunifm m-es oi- SES Foam,LLC 4408 Louetta Road,#538 Spring,Texas 77388 www.sesfoani.com Page 6 of 6 0 0 0 0 0 A6 A7 A8 A9 CD 4 �I 4 4 4 4 4 4 4 4 1- ;9 10-0 = `1 0-0 1 10-0 1 11-3 9-6 12-612 b 12-6 b 12-5 11-212 10-0 -r2 1-61 3-612 o ' N 0, SD ' 0 d o O = 1 1 ri1 EXIT3-612 O O 0 6" RISER UP FROM FIRST 5-1112 4-012 2-1112 N FLOOR VALVE ROOM ° O N N N N N A10 N SD s s s s s s i i i i 0 44 4 - rn rn rn rn rn rn 8-1 2 9-1012 9-10 9-10 7-7 -012 , EXIT 112 _ 1 ; 3-1 11-88-0 -512 N -2 b 7 1 i i 0 0 0 SD SD SD SD SD N SD N SD E OTING CEILING o EXI o ING 0 s" s" 0 s s" 0 s" s" 0 o s o is � s o s s" C SOU T TO CEI L b' -r i i i 1 i i i i i i i EXISTING BEILING R MAIN LAYCJT TO _ LAYOUT-176 REM IN REMAIN ' 11 b � EXISTING CEILING _ ILI ^ LAYOUT T)- b REMAIN 0 o 0 0 0 0 0 I b � 5oipa N im ib N iip NN Ig 7 It0, 1, 53 10 1 0. 1 O 120.0 b1 O b b O b s b E d 0-+ d 2� DOWN TO EXISTING SPRINKLERS BELOW MEZZANINE , xw® b ; t 1 EXISTI 11 4" RISER DOWN TO A5 LAYOU T REMAI N 0 FEED BLDG "B" o No G NO 0 p 4 0f 120.0 1 EXISTING ( LING 3-5 EXISTI CEILING LAYOUT LAYOU TO cn. 1-4 2-2 REMAIN 5 o REMAIN O O I I 1 I I oocoo ~ O ch EXI ING C LING 8 13 V 3D ® x LA 1 T o TO N �' I 110.0 1 120.0 1 120.0 1 I REK AIN EXISTING CE ILINGo 2 o d c,1 LA T TO N � REM IN 12 - 1 LAYOUT TO EXISTING CEILING ' 1 1 H O O O O O I` J t 0.01 120.0 1 120.0 1 v REMAIN EXISTING MEILING r o N o LAYOUT 0 0 0 o 0 0 0 0 0 0 0 0 _ o d b REMAIN ^ I SD C2 ct SD I SD SD SD SD 1' /4" DOWN TO ^ SD + M 1� C3 U 11 N PRINKLE S BELOW MEZZ NIN ' 2ILI - N t0 N tC N (G N fG N f0 N f� N tG N tG N f0 N fC N t0 I I 4 4 ' 4 4 4 4 4 4 4 4 ^4•- 4 4 4 4 4 i 1,0.0-1-1 1 12-3 120.0 1 12-312 120.0 1 12d4 12-512 12-612 12-6 12-5 11-212 10-0 9-1112 9-1012 9-10 `� 1 2-9 7-712 0 0- 8-412 13-412 12 N a o a a o a � 0� 0 0 0 SECOND BOOR MAIN BLDG 'A' FIRE SPRINKLER PLAN HYDRAULICALLY CALCULATED AREA # 1 SPRINKLER HEAD LEGEND 6" 1'O EIC?E 519M 5Y511;M .15 1500 sf SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 10 UPR BRASS 155 5.60 1/2" RA1425 RASCO FIFR56 Q 100 PEND BRASS 165 5.60 1/2" RA3415 RASCO G5 Q 196 UPR BRASS 155 5.60 1/2" RA1425 RASCO FIFR56 6' 6" SPRINKLER NOTES 6" KF1,0WOM XWrL - SPRINKLER SYSTEM C3ALKF�OW SUt'I'I.Y 1. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO METAL DECK ROOF cp 11/4" Et OM 7d NFPA 13, 2013. Q JOCKEY rump - 2. THE INSTALLATIION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF - p o I I/�" TO , 1'O 1'UMf' SYSTEMS CONFORM TO NFPA 13. '•M PLA,) r ¢vm w JOCKEY f'UMI' � - TEST NEA>7Ef 3. ONLY LISTED MATERIALS WILL BE USED. / o� MWM 1z - 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. /1.10 a -I 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F. IN ALL AREAS OF `14 o ,•x 0*-Y NIPPLE WET PIPING. ,•x DROP 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN 0-(S-") MASONRY WALL 6" 6" _ NFPA 13. DRMONUNE 101/2" 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCOIRDANCE WITH THE OCCUPANCY �1•x v2•R.C. 1ST FLOOR ' 1, .. ° CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. GRADE GRADE I 8. WATER SUPPLY TEST PIPES AND GUAGES SHALL BE PROVIDED AS SPECIFIED IN susPENDm couNc� \�I,G M0ETT W7 SECTIONP. 9. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, TYP. RETURN BEND ASSEMBLY BUILDING SECTION DRAINAGE FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN NTS ACCORDANCE WITH NFPA 13. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. (REQUIRED FOR EACH TEMPERATURE RATING. FIRE ALARM SYSTEM A-C VEt?tICAL FINE rump SYSTEM SENSOR WFS. TIED INTO NEW 250 6PM @ 50 r51 U 11.SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH �UPRMT-\ 6• t NFPA 13. HYDRANT FLOW INFO. TO NEW FlR�PUMP 12.MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER NFPA 13. 1•■1/2•PLC DATE: 11-10-2017 SECTION OF FIRE PUMP 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13. STATIC: 58 PSI E- T,, , 14.PROVIDE DRAINS AND PITCH AS REQUIRED. RESIDUAL: 26 PSI EX. WMG `�" T' 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. FLOW: 411 GPMO YOWIN r SOUT,.TOLD 4" CHECK VA. 4 x 2 1/2 x 2 1/2 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS BY: S.C.W.A. W/�' ABD M �FD CONN. 36" ABV. SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. �'"" 4" GRADE. EX. 6' RELIABLE 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. RISER CHECK VA. 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED TYP. UPRIGHT HEAD ASSEMBLY W/ 2" DRAIN ANDPRES. GAUGES 4' �- IN ACCORDANCE WITH NFPA 13. 1 MIN PIPE BETWEEN _ U Matchbook Distilling Company MJM Plumbing & Mechanical Inc. C k CHECK VALVE ,i_� W 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING Ex. s" �0 �, -D 230 Corwin Street 576 Route 25A FLUSHING CONNECTION AS REQUIRED. WILKINs DBL _- 20. SPRINKLER HEADS SHALL BEAN APPROVED TYPE AS REQUIRED BY NFPA13. eel,comp CHECK VAOFL( ' .�. k��,c tY I �� .. , ., r �. Greenport, New York Rocky Point, New York, 11778 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. � FROM,DJ Ex. s" STOCKHAW f - c��' 1 POTTER TAMPER f `-' ,,�. �I'' , . „ „ PH#(631 )209-1845 FAX(631 )209-1844 22. MINIMUM CLEARANCE OF 18 BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. T_- m' , W Second Floor Mam Bldg A Fire 23. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING HagerRing SW r7 � LICENSE # SCALE 1-TMVA.N- OR �'�/(( , AS PER NFPA 24 REQUIREMENTS. LOCAT 1 GRADE F- Sprinkler Plan 1/819=11-01) 24. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. S 0 �C, i' CON ,5 �c . �� NO. REVISIONS DATE BY TACT PERSON FILE 25. ALL REQUIRED SIGNS ARE TO BE PROVIDED. HANGER DETAIL � \�': --- J.M. SP.dwg 26. SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. EX. CURB VALVE _- 27. PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. - SEISMIC BRACING TO BE PROVIDED EXISTING 6" FIRE MAIN E DRAWN JOB # DWG. # 28. "CONTRACTOR'S MATERIAL and TEST CERTIFICATES" SHALL BE SUBMITTED TO THE FIRE wET.PIPE INSPECTORS TEST ON THE FIRE SPRINKLER PIPING O BY PAS MARSHAL PRIOR OT APPROVAL OF THE INSTALLATION. AS REQUIRED BY NYS BLDG. CODE. SECTION OF FIRE SERVICE DATE 11 -20-2017 0 0 0 Zak0 0 A6 A7 A8 A9 4 ' 4 4 4 4 4 4 4 , I-C .n 10-0 `D 0-0 - 1 10-011-3 un 9-6 12-612 En 12-6 � 12-5 �n 11-212 �n 10-0 N -712 & 1 1-61 3-612 0 0 0 0 0 0 ;n M 0 MMM000\VV//// � r Of Oa 01 O1 Of Of , OO 1 1 1 i N ' _612 3-612 ' EXIT ,® 0 0 () 6" RISER UP FROM FIRST FLOOR VALVE ROOM 5-1112 4-012 0 2-112 « N A10 N N N N SD s s s " s s s 0 ^ rn i i i i i i 4 1 rn rn to rn to rn - iO oiO, SD 110 8-1 2 9-1012 9-10 9-10 0SD- w 11 ®7-7 - -012EXIT 12 N1-5 3-8 3 ply -1 b1 11-8 ' 9-512 1 1 ^1 0 1 8-0 2 O E I,$TING CEILING o EXI ING _o pp p p p " C, SOUT TO CEIL 4sTING 6EILING R MAIN LAYCUT TOEXIS _ LAYOUT 6 t EM IN REMAIN EXISTING E I LII NG LAYOUT T)- REMAIN N REMAINcb b o OE, _ _ _ _ _ _1 _ I OC, M o CC O _ 1 0.0 b 1 0 120.0 b1 0 a 0 b 2" DOWN TO EXISTING SPRINKLERS BELOW MEZZANINE XI I EXIST 4" RISER DOWN TO A5 LAYOU REMAI L) FEED BLDG "B" O t00 0.0120.0 1 ILING EXISTING 3-5 EXISTI CEILING 1-41 _ 2-2 LAYOUT LAYOU TO REMAIN s s 0 s" s O N E, s 5" u s E, s s s REMAIN b 33 8 13 i i i i i o� o. o� o 7 � C. EXI TING C ILING W® LATO � T - N o RE I 110.0 1 120.0 1 120.0 1 AIN 0 0 0 0 0 0 0 0 0 0 0 0 0 o EXIS ING CEILING c b Cn Ch LAYO OT TO 00 , REM IN " O O 12 i ; EXISTING CEILING In " LAYOUT TO 1 1 0 0 0 0 0 0 1 0.0 1 120.0 1 120.0 1 REMAIN + EXISTING EILING Y o " o LAYOUT & � o O o o O o O O o o O o O b r- � REMAIN ^ Cn �, �, rN\ �,c2 c1 SD SD SD SDSD1' /4" DOWN TO C3 s �PRINKLE S BELOW MEZ0 n2. ONN f� N tC N .O N tC N f0 N iC N t0 N t0 N t0 N co NNtG 4 � 4 r 4 4 4 4 4 44 4' 4 4 4 4 i t" 120.0 d 1 12-3 120.0 1 12-312 120.0 1 i 12]4 12-512 12-612 12-6 12-5 11-212 10-0 9-1112 9-1012 9-10 1 2-9 7-71 r 0 0- 8-412 13-412 12 0 0 0 0 0 0 0 SECOND FLOOR MAIN BLDG 'A' FIRE SPRINKLER PLAN HYDRAULICALLY CALCULATED AREA # 1 SPRINKLER HEAD LEGEND .15 / 1500 sf 6" rO FIW 5rM 5Y5SM SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL �rl� 6 2018 3K 10 UPR BRASS 155 5.60 1/2" RA1425 RASCO FIFR56 Q 100 PEND BRASS 165 5.60 1/2" RA3415 RASCO G5 Tye 4T y: 196 UPR BRASS 155 5.60 1/2" RA1425 RASCO FIFR56 6 ® ® To`vv OF SOUTgIOLD 6" SPRINKLER NOTES 6" KFLOW5UPr1From G - o SPRINKLER SYSTEM 6ACKFLOW SUI'I'!.Y 1. THIS IS AN HYDRAULICALLY DESIGNED SPRINKLER SYSTEM AND SHALL CONFORM TO METAL DECK ROOF - 1 1/h" FROM JOCKEY rump 13. 2013. po - 2. THE INSTALLATIION, COMPONENTS, SIZING, SPACING, LOCATION, POSITION AND TYPE OF 00 1 1/411 TO - SYSTEMS CONFORM TO NFPA 13. ''(sEE PL,w1 _N x W JOCKEY PUMPr0 PUMP J 1 rFsrNrar�r? 3. ONLY LISTED MATERIALS WILL BE USED. / 0) I w 4. SPRINKLERS ARE TO BE PROTECTED AGAINST FREEZING AND INJURY. 1'Ia a -I o o 5. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 F. IN ALL AREAS OF `14 ,'X W-Y HIPPIE C) WET PIPING. 1'x Drop 6. INSPECTION AND TEST OF SPRINKLER SYSTEM SHALL BE CONDUCTED AS SPECIFIED IN a,ST� 0-(SEE PLAN) MASONRY WALL 6 6 NFPA 13. UNE 1ST FLOOR to l/211 7. THE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE OCCUPANCY /'�X'"`�RG I I CLASSIFICATIONS OF NFPA 13 AND AS SPECIFIED ON PLANS. GRADE GRADE 8. WATER SUPPLY TEST PIPES AND GUAGES SHALL BE PROVIDED AS SPECIFIED IN SECTIONP. S'�"°�'�'U"G� \C0,1G PENDENT wi 9. PIPING SPECIFICATIONS, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, TYP. RETURN BEND ASSEMBLY BUILDING SECTION DRAINAGE FITTINGS, VALVES, HANGERS, GUARDS AND SHIELDS SHALL BE IN NTS ACCORDANCE WITH NFPA 13. 10.STOCK OF EXTRA SPRINKLER HEAD SHALL BE FURNISHED. (REQUIRED FOR EACH TEMPERATURE RATING). MASS '= SYSTEM SENSOR WFS. TIED INTO NEV 250 6PM @ 50 P51 momff 11.SPACING, LOCATION AND POSITION OF SPRINKLER HEAD WILL BE IN ACCORDANCE WITH ` 6" FIRE ALARM SYSTEM A-C\/U-?UCAL rim I'UMI' NFPA 13. HYDRANT FLOW INFO. TO NEW jEEPUM:P�� 12.MINIMUM CLEARANCE OF SPRINKLER DEFECTOR TO CEILING AS PER NFPA 13. 1-t11r RG- DATE: 11-10-2017 SECTION OF FIRE PUMP 13.DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE AS REQUIRED BY NFPA 13. STATIC: 58 PSI 14.PROVIDE DRAINS AND PITCH AS REQUIRED. RESIDUAL: 26 PSI Ex. wMc 15.ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13. FLOW: 411 GPM 4" CHECK VA. 4 ,L 2 1/2 X 2 1/2 16.ALL VALVE CONNECTIONS TO WATER SUPPLIES AND IN THE SUPPLY TO SPRINKLERS BY: S.C.W.A. W/�" ABD �FD CONN. 36" ABV. SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE. "'°""E 4" GRADE. EX. 6" RELIABLE 17.DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE. RISER CHECK VA. 18.HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED TYP. ' UPRIGHT HEAD ASSEMBLY W/ 2" DRAIN AND PRES. GAUGES 4' IN ACCORDANCE WITH NFPA 13. 11 MIN PIPE BETWEEN Matchbook Distilling Company MJM Plumbing & Mechanical Inc. C do CHECK VALVE _ W 19.PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING Ex. s" 576 Route 25A FLUSHING CONNECTION AS REQUIRED. WILKINS DBL. I,�- -aP;+�'�;1 o Corwin Street 20. SPRINKLER HEADS SHALL BEAN APPROVED TYPE AS REQUIRED BY NFPA13. eealn aamp CHECK VA. CL Greenport, New York Rocky Point, New York, 11778 21. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 REQUIREMENTS. Ex. 6" A. W/ AM W i Paffm�uN�'E01E � OS&Y VA. W/ ` �• ' � PH#(631 )209-1845 FAX(631)209-1844 A.T.Rod ' / � i 22. MINIMUM CLEARANCE OF 18" BELOW SPRINKLER DEFECTOR ARE TO BE MAINTAINED. c�«1gu1) POTTER TAMPER _ ' /(. `°'' Second Floor Main Bldg "Q" Fire SW. r( '� J 23. UNDERGROUND PIPING IS TO BE SUPPORTED WITH RODDING, BLOCKING AND CLAMPING IVxN HangxRing FLOOR GRADE LICENSE # SCALE I,TEST S N �''► Sprinkler Plan AS PER NFPA 24 REQUIREMENTS. O 24. CURB BOX VALVE IS TO BE PROVIDED AS PER NFPA. ELL.�a01011l951N1, \` «111Ef WWil TOAqr '" �.�• �=''-'` CONTACT PERSON F 25. ALL REQUIRED SIGNS ARE TO BE PROVIDED. HANGER DETAIL N0. REVISIONS DATE BY FILE 26. SPRINKLER SYSTEM IS TO BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. Ex. CURB VALVE �� , - _ - ,t . J.M. SP.dWg 27. PIPING TO BE SCHEDULE 10 AND/OR 40 BLACK STEEL. - SEISMIC BRACING TO BE PROVIDED EXISTING 6" FIRE MAIN E c- DRAWN JOB # DWG. # 28. "CONTRACTOR'S MATERIAL and TEST CERTIFICATES"SHALL BE SUBMITTED TO THE FIRE - ON THE FIRE SPRINKLER PIPING g`( PAS MARSHAL PRIOR OT APPROVAL OF THE INSTALLATION. WET PIPE INSPECTORS TEST AS REQUIRED BY NYS BLDG. CODE. SECTION OF FIRE SERVICE DATE 11-20-2017 SP - 2 L:1 EXIT EXISTING 6" FIRE SPRINKLER HEADER, WITH NEW 250 gpm ® 50 psi FIRE PUMP SPIRRSTEAM IT SAFE GAL. GALLON GGALLON TRI100 30o SEE FIRE SERVICE HEADER 1.8 MILLION ! o AL BTU BOILER ' STILL STILL STILL FOR CONTINUATION. EXISTING 4" x 2 1" x 2 J" "Y" TYPE EXISTING: 6" FIRE SPRINKLER ® O FIRE DEPARTMENT CONN. & WMG SERVICL SEE PLOT PLAN ' FOR CONTINUATION. 1.8 MILLION e� BTU BOILER I LI till 11 111111101111111 111111111111111111111111111 o ❑ NEA s ®ED- 8-0 ':F111212 0 6" RISER UP T 1 ■ ^-■--■ ■--■—■--� SEE SP-2 SECOND FLOOR 3- ' FIRE SPRINKLER PLAN SE OND FLOOR N112 1+z 1+4 1 1 3-312 11-0 11-0 1-0 11-0 SD sD FOR LAYOUT IN AREA ® ROOF Sp sD 68sa�x x Sp ss98/2x x ss98/z x ns 8/2X x 56 1/2" HIGH 56 1/2" HIGH 56 1/2" HIGH K /2" HIGH OO O O O CHILLER CHILLER CHILLER CHILLER — ® — �— WJ — — — — — — — � q ® 112 114 1 1 1_2 2 2 2 _ _ 2 _4 -8 10-8 1 10-8 4" DRY PIPE VA. ( �i— —12-312— — '— —12-3+2— — — —12-3+2— — �( 1 — —12-3+2— — — —12-3+2 s-s ASSEMBLY TO `I' `�' `�' `r' '�' `�' 10' L— — — — — -- — — — — ta-a — FEED BLDG "B" 10 sD R ' � I � I 112 112 114 1 )^ )^ �I^ �I^ �)^ ��^ 110" DIA. X f�-31z 11-0 11-0 11-0 11-0 5000" HIGHGALLON E12- PUMP � 1 '� EXIT b b b b b b PUMP TANK 0- b ,moi\ 2-512 2" UP TO ROOF •Q Q Q Q Q Q IRE SPRINKLER SYSTEM 2 2 112 114 2 , o o w L 5- 2 _4124 9-31 7-8+2 2-1112 8-8 - Q 10' 0- ® Q B 4 RISER DOWN TO ( ( - ' 4 y t v2ys12^ 10 - 5-11 FEED BLDG "B" 1 V �.� a SD a '-Lr — — 1 — — 1!, — — 1-? — — �— — 21 — — St — 2 — — :71=— — 21 — — I.�2 N 12 810 114 1 1 3' N 12-312 12-3 z 1;-312 12-31: 1;-32 8-6 - - - ' O O -7.12 w 0 O W 1 M ®W SEE SP-2 SECOND FLOOR W 10X12 GIRDER 112 112 112 114 1 1 r FIRE SPRINKLER PLAN I _ _ -12 W ' FOR LAYOUT IN THIS AREA @ ROOF COFFEE ! 8-0 SD 100 ROASTER 10' HEAT Q 100 100 300 300 300 ANGER GALLON C5 o GAL. GAL. GALLON GALLON GALLON MASH TUN W SD FERM. FERM. FERM. FERM. FERM. ! 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SPILL TO SAFE LOCATION SEE DETAIL THIS SHEET RRST FLOOR MAIN BLDG 'A' RRE SPRINKLER PLAN B1 HYDRAULICALLY CALCULATED AREA # 2 14 N 4 82 .15 / 1950 sf DRY SYSTEM REDUCED °-s^ 10-0N B3 _DOWN TO 1500 sf IF GALVANIZED PIPE I 110.0 2 1s 4 AND FITTINGS ARE INSTALLED 10 4 110.0 2 23 :N 0 10-0 ' 10 $p 110.0 2 27 '� o ^ XI G- ,, ° 110.0 2 4 I TO RAGE " 15 TO REMA 10-0 0 0 20 0 10-0 to 24 0 10-0 110.0 d 2 fl cosD •" F 0 10_0 Q # 110.0 2 = 11 4 d 0 10-0 z fl I ^ EXISTING 4 10-0 STORAGE - _ O TO REMAIN ^ ^ ' o (� d 21 d 0 0 0 F A4 110.^ N ^ S 4 d 25 fo o 10-0 4 4 d ' 17 `c 110.0 2 c ^ ^ d o ^ 11 512 -5 o 0 9 N 0 110.0 2 tp GE , EX G m 55.0 2 0 ^ Q \ D •. ^ N ST d TOREMAIN Z 1 SD o ^ Qa T9 yI1] ryco X® / 18N -6 22 o d co ^ d ` w W ^ N O 26 d -55b.0 'd2 10-0 2 A3 EXIST? G ^ d � TOVIN OF SOU' 0 � cv d d STOR Q 1°-0 2 TO IN o _ q ;N `o o ^ d 4 W 10 0 4 � SD J U Matchbook Distilling Company MJM Plumbing & Mechanical Inc. 230 Corwin Street „ LLI 10-° ^ � ~ .� ' o � U �,,��==_"�;��., 0 576 Route 25A 1 DRY INSPECTORS TEST CONN. 10-0 Q ��F ftit i� Greenport, New York Rock Point, New York, 11778 SPILL TO SAFE LOCATION 4 ^ SEE DETAIL THIS SHEET 1ao SD � ,N �� ` �,P+,IG �C '�` `°� � p � y W -, �� ^cy � �` v �� •' �\ w First Floor Main Bld "/�" + WPH#(631 )209-1845 FAX(631 )209-1844 10-0 < r,. RRST FLOOR MAIN BLDG 'B' RRE SPRINKLER PLAN 10 0 ;" I n T ;. (�; ~ Fire S rinkler Plan LICENSE # SCALE „ 4 S p 1/8 =1 —011 0 �I' N0. REVISIONS DATE BY N ACT PERSON FILE 10_0 4 053G7C�`; ^ 32 J.M. SP.dwg 10i E DRAWN JOB # DWG. # BY PAS DATE 11-20-2017 SP - 1 L:1 D ❑ ❑ ® 0 ❑ ❑ 0 ❑ ❑ ❑ EXIT EXISTING 6" FIRE SPRINKLER HEADER, WITH NEW 250 gpm @ 50 psi FIRE PUMP ' TRI-STEAM 100 300 GAL SEE FIRE SERVICE HEADER 1.8 MILLION o SPIRIT SAFE GAL. GALLON GALLON FOR CONTINUATION. BTU BOILER a STILL STILL STILL EI „ „ „ EXISTING 6" FIRE SPRINKLER ' ® I SD EXISTING 4 x 2 x 2 Y TYPE SERVICE SEE PLOT PLAN FIRE DEPARTMENT CONN. & WMG FOR CONTINUATION. 1.8 MILLION BTU BOILER ' SD O ❑ �I 6 & ®E2 8-0 x°212 - R—■—■—■ ■—■—■—j SEE SP-2 SECOND FLOOR S RISER L T 3_ , � O FIRE SPRINKLER PLAN SECOND FLOOR N112 112 114 1 1 3-312 C>1711_0 11-0 1-0 11-0 O O FOR LAYOUT IN yam, AREA ® ROOF ss 8" x x ss 8" X x sa 8" X x ov/2_ 8- x x SD SD v $D $D 56 /2" HIGH $D 56 /2" HIGH 56 /2" HIGH HIGH O O O CHILLER CHILLER CHILLER CHILLER rOO P 1 112 2 2 2 2 .112 1 4ly 1 4" DRY PIPE VA. i 12-31: 12-31 z 12-3+2 - 12-31 z � � 12-31 z 6-8 -4 -8 10-6 1 10-8 ASSEMBLY TO � 1°� - - - _ - - - - - 10-8 - - - - - - - - - J SD FEED BLDG "B" 10 112 112 114 1 110" DIA. 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APR - 6 2018 SPILL TO SAFE LOCATION SEE DETAIL THIS SHEET FIRST FLOOR MAIN BLDG 'A' FIRE SPRINKLER PLAN TOLV11 OF SOUTHOL B1 HYDRAULICALLY CALCULATED AREA # 2 14 62 15 / 1950 sf DRY SYSTEM REDUCED ° 6Z 10-0 83 ��DOWN TO 1500 sf IF GALVANIZED PIPE / 110.0 21s ;" 4 AND FITTINGS ARE INSTALLED to � 110.0 2 23 10-0 $p 110.0 2 27 10 15O STORAGE w 110.0 2 ° 4 I TO REM—A 4 10-0 _ 4 N 1 O 20 O 10_0 Cv 110.0 d 2 ' 4 24 0 10_0 ; 110.0 d 2 0 0 10-0 Q 110.0 d 2 w ^ = 4 0 0 10-0 Z EXISTING 4FL. d STORAGE - 0 1p-oCv O N o i TO REMAIN ' o (� d 21 d S °cz. ° 4 A4 110. a COCv / ^ d 0 10_° 4 4, d 25 03`512 5 d 110.0 2 F o 0 0 0- 17 d l - d 110.0 2 J/ " (Q I N coW o ^ d d EX G 9' 55.0 2 , N � ST GE Q 1 D N o d ^ d TO REMAISD - o Z ;' S N o ^ 18 6 22 0 z d ^ d ®W ^ WLL 1 ^ N �0 5 ^ 0 10, -i A3 26 b d ^ d 55.0 Nd2 ° 2 EXISTI G C o Wn _7D 1 STOR d d Q `-� 10-0 2 TO FqNOCA IN w � o 10 0 o SD ,! N o Z d J v Matchbook Distilling Company MJM Plumbing & Mechanical Inc. 10_° w 14 Cc = 230 Corwin Street 576 Route 25A 1 DRY INSPECTORS TEST CONN. 10_0 SPILL TO SAFE LOCATION a_ a SEE DETAIL THIS SHEET SD ^ � ," � '�-� �� . Greenport, New Or Rock Point, New York, 11778 'B' FIRE SPRINKLER PLAN 10-0 ^ N i/ %r`/ `� J First Floor Main Bldg "A" -}- �B� PH#(631 )209 1845 FAX(631 )209 1844 FIRST FLOOR MAIN BLDG N 0-Y:��`` Fire Sprinkler Plan LICENSE # SCALE 1/891=19-01) N j 161.0 ,! NO. REVISIONS DATE BY CONTACT PERSON FILE 10-0 J.M. SP.dwg 3-1012 ^Fc" 1 l) ;% , :: E ;/ DRAWN JOB # DWG. # BY PAS DATE 11-20-2017 SP - 1 DF-60601:A1 •Al-60 T MS-920®U®LS(E) Rev 3 Flre•LITe® arms Intelligent Addressable FRCP with Built-In Communicator by Honeywell AddressabW Firie Alarm Control Panel General The Fire-Lite MS-92000DLS Rev 3 with Version 5.0 firmware is a combination FACP (Fire Alarm Control Panel) and DACT (Digital Alarm Communicator/Transmitter) all on one circuit board This compact intelligent addressable control panel has an extensive list of powerful features. While the MS-92000DLS Rev 3 may be used with an SLC configured in the CLIP(Classic Loop Interface Protocol)mode, it can also operate in LiteSpeedTM mode—Fire•Lite's latest polling technology—for a quicker device response time. _ LiteSpeed's patented technology polls 10 devices at a time Oil This improvement allows a fully-loaded panel with up to 198 A devices to report an incident and activate the notification cir- cuits in under 10 seconds.With Litespeed polling,devices can be wired on standard twisted,unshielded wire up to a distance of 10,000 feet The MS-92000DLS Rev 3's quick-remove chassis protects the electronics during construction. The backbox can be installed allowing field wiring to be pulled. When construction is com- pleted, the electronics can be quickly installed with just two bolts. New features for Rev 3 with Version 5.0 firmware include removable terminal blocks, improved transient protection, additional secondary ANN-BUS, and increased power for the resettable and remote sync outputs. µ" Available accessories include ANN-BUS devices as well as Features ACS LED, graphic and LCD annunciators, and reverse polar • Listed to UL standard 864,9th edition. ity/city box transmitter. The integral DACT transmits system status(alarms,superviso- • Remote rd to or l PS- ries,troubles,AC loss, etc.)to a Central Station via the public Remote site or local USB port upload/download, using PS switched telephone network. It also allows remote and local Tools. programming of the control panel using the PS-Tools Upload/ • Four(4)Style Y(Class B) NAC circuits,which can be con- Download utility. In addition, the control panel may be pro- verted to four (4) Style Z (Class A) circuits with optional grammed or interrogated off-site via the public switched tele- ZNAC-92 converter module (Up to 6.0 amps total NAC phone network.Any personal computer with Windows®XP or power when using optional XRM-24B.) greater, a compatible modem, and PS-Tools—the Fire-Lite . Selectable strobe synchronization for System Sensor, Upload/Download software kit—may serve as a Service Termi- Wheelock,and Gentex devices. nal. This allows download of the entire program or upload of . Remote Acknowledge,Silence, Reset and Drill via address- the entire program, history file, walktest data, current status able monitor modules or LCD-80F,ANN-80 or Legacy ACS and system voltages. The panel can also be programmed Annunciators. through the FACP's keypad or via a standard PS-2 computer keyboard,which can be plugged directly into the printed circuit ANN-BUS for connection to following optional modules(cannot board. This permits easy typing of address labels and other be used if ACS annunciators are used): , programming information. –ANN-80(-W)Remote LCD Annunciator Version 5.0 firmware supports the following- Primary and Sec- –ANN-1/0 LED Driver ondary ANN-bus devices,AD355(LiteSpeed),USB port, NAC –ANN-S/PG Printer Module circuit diagnostics, a new report has been added to the walk- –ANN-RLY Relay Module test that lists untested devices,new device types added:audio –ANN-LED Annunciator Module telephone type code for ACC 25/50ZST, Photo Supervisory and auto-resettable Drill(non-latching). –ANN-BLED Annunciator Module alarms only The FireWatch Series internet monitoring modules IPDACT-2 –ROME Relay Option Module Enclosure and IPDACT-2UD permit monitoring of alarm signals over the ACS/TERM' Internet saving the monthly cost of two dedicated business –ACS Annunciators: Up to 32 Legacy ACM Series annun- I i required, the secondary tele ciators(ACM-16AT or ACM-32 series). Cannot be used if ne 1 61 ['et in p viding backup communication ANN-BUS devices are used ® JerA • ub is s itc e'�t I e line –Terminal-mode Annunciators: Up to 32 Legacy LCD-80F MOTE: Unless otherwisefi d, the term MS-92000DLS is remote annunciators. used in this ocu eA(tt,to re both the MS-92000DLS and the 4-@50 S(E��lQ Ps(Fire Alarm Control Panels) DF-60601 Al•12/07/2010—Page 1 of 6 TOWIN OF SO T HOL3D • EIA-232 printer/PC interface (variable baud rate) on main • Supervisory(yellow) circuit board,for use with optional UL-listed printer PRN-6F • Alarm Silenced(yellow) • Integral 80-character LCD display with backlighting. • System Trouble(yellow) • Real-time clock/calendar with automatic daylight savings . Mai ntenance/Presignal(yellow) control • Disabled(yellow) • Detector sensitivity test capability(NFPA 72 compliant). . Battery Fault(yellow) • History file with 1,000-event capacity. • Ground Fault(yellow) • Maintenance alert warns when smoke detector dust accu- mulation is excessive. KEYPAD CONTROLS • Automatic device type-code verification. • Acknowledge/Step • One person audible or silent walk test with walk-test log and • Alarm Silence printout. • Drill • Point trouble identification. • System Reset(lamp test) • Waterflow(nonsilenceable)selection per monitor point. • 16-key alpha-numeric pad(similar to telephone keypad) • System alarm verification selection per detector point. • 4 cursor keys • PAS (Positive Alarm Sequence) and presignal delay per • Enter point(NFPA 72 compliant). NOTE.Only detectors may participate in PAS Product Line Information SLC LOOP: MS-92000DLS: 198-point addressable Fire Alarm Control • SLC can be configured for NFPA Style 4,6,or 7 operation. Panel,one SLC loop Includes 80-character LCD display,sin- SLC supports up to 198 addressable devices per loop (99 9le printed circuit board mounted on chassis,and cabinet.120 detectors and 99 monitor,control,or relay modules) VAC operation • SLC loop maximum length 10,000 ft.(3,000 m.). MS-92000DLSE: Same as MS-92000DLS, except with 240 See installation manual for wire tables VAC operation. NOTIFICATION APPLIANCE CIRCUITS(NAGS): 4XTMF Reverse Polarity Transmitter Module: Provides supervised output for local energy municipal box transmitter, • Four onboard NACs with additional NAC capability using alarm,and trouble. output control modules(CMF-300 or CMF-300-6).The four ZNAC-92: Optional converter module which converts four(4) Class B NACs can be converted to four Class A NACs with Style Y(Class B) NAC circuits to four(4)Style Z(Class A)cir- optional ZNAC-92 converter module. cuits. • Silence Inhibit and Auto Silence timer options. Continuous, March Time, Temporal or California code for PK-CD Programming software for Windows -based PC com- • main circuit board NACs with two-stage capability. puter(cable not included),available on www.firelite.com. DP-9692:Optional dress panel for MS 92000DLS Rev 3. • Selectable strobe synchronization per NAC. • 2.5 amps maximum per each NAC circuit TR-CE:Optional trim Ring for semi-flush mounting NOTE:Maximum 24VDC system power output is shared among BB-26: Battery backbox, holds up to two 25 AH batteries and all NAC circuits and 24VDC special-application auxiliary power CHG-75. outputs Total available output is 3 0 amps Using the optional BB-55F: Battery box,houses two 55 AH batteries. XRM-24B transformer increases 24VDC output to 6 0 amps PROGRAMMING AND SOFTWARE: CHG-75: Battery charger for lead-acid batteries with a rating of 25 to 75 AH • Autoprogram(learn mode)reduces installation time CHG-120F:Remote battery charging system for lead-acid bat- • Custom English labels(per point)may be manually entered teries with a rating of 55 to 120 AH Requires additional BB- or selected from an internal library file 55F for mounting. • Three Form-C relay outputs(two programmable). BAT Series:Batteries,see data sheet DF-52397 • 99 software zones. XRM-24B(E): Optional transformer Increases system power • Continuous fire protection during online programming at the output to 6.0 amps Use XRM-24BE with MS-92000DLS Rev front panel. 3(E). • Program Check automatically catches common errors not PRT/PK-CABLE: Cable printer/personal computer interface linked to any zone or input point. cable; required for printer or for local upload/download pro- • OFFLINE PROGRAMMING: Create the entire program in gramming and updating panel firmware. your office using a Windows&based software package PRN-6F: UL listed compatible event printer. Uses tractor-fed (order programming kit PS-Tools, separately). Upload/ paper download system programming locally to the MS- 92000DLS Rev 3 in less than one minute IPDACT 2/2UD, IPDACT Internet Monitoring Module: • USB upload/download programming with standard Male-A Mounts in bottom of enclosure with optional mounting kit(PN to Male-B cable. IPBRKT) Connects to primary and secondary DACT tele- phone output ports for internet communications over customer provided ethernet internetfd6fibedtioh.,-Requires compatible User Interface Teldat VisorALARM Central Sfation'_Receiver. Can use'DHCP LED INDICATORS or static IP. (See data sheet&160407 or'DF-52424 for more information) • AC Power(green) , • Fire Alarm(red) Page 2 of 6—DF-60601.A1•12/07/2010 3 , IPBRKT: Mounting kit for IPDACT-2/2UD in common enclo- DNRW: Innovair Flex low-flow non-relay duct-detector hous- sure. ing, with NEMA-4 rating. Watertight (Order SD355R sepa- IPSPLT: Y-adaptor option allows connection of both panel rately.) dialer outputs to one IPDACT-2/2UD cable input. MMF-300: Addressable Monitor Module for one zone of nor- COMPATIBLEANNUNCIATORS mally-open dry-contact initiating devices. Mounts in standard 4 0" (10.16 cm.) box. Includes plastic cover plate and end-of- ANN-80(-W): LCD Annunciator is a remote LCD annunciator line resistor. Module may be configured for either a Style B that mimics the information displayed on the FACP LCD dis- (Class B)or Style D(Class A)IDC. play. Recommended wire type is un-shielded. (Basic model is MDF-300: Dual Monitor Module. Same as MMF-300 except it red;order-W version for white;see DF-52417) provides two Style B(Class B)only IDCs. ANN-LED:Annunciator Module provides three LEDs for each MMF-301: Miniature version of MMF-300. Excludes LED and zone: Alarm, Trouble and Supervisory Ships with red enclo- Style D option. Connects with wire pigtails. May mount in sure(see DF-60241) device backbox. ANN-BLED: Provides alarm (red) indicators for up to 30 input MMF-302•Similar to MMF-300,but may monitor up to 20 con- zones or addressable points.(See DF-60241). ventional two-wire detectors. Requires resettable 24 VDC ANN-RLY: Relay Module, which can be mounted inside the power.Consult factory for compatible smoke detectors. cabinet, provides 10 programmable Form-C relays (See DF- 52431.) ROME: Relay Option Module Enclosure. Provides one ANN- RLY Relay Module already installed The ROME Series pro- vides mounting space for one additional Relay Module or one addressable Multi-module. (See Installation Sheet PN 53530.) ANN-S/PG:Serial/Parallel Printer Gateway module provides a connection for a serial or parallel printer (See DF-52429) ANN-1/0: LED Driver Module provides connections to a user supplied graphic annunciator. (See DF-52430.) ACM-8RF: Relay module provides 8 Form-C 5.0 amp relays. ACS-LED Zone Series:LED-type fire annunciators capable of providing up to 99 software zones of annunciation.Available in increments of 16 or 32 points to meet a variety of applications LDM Graphic Series: Lamp Driver Module series for use with custom graphic annunciators. LCD-80F (Liquid Crystal Display) point annunciator: 80-character, backlit LCD-type fire annunciators capable of displaying English-language text. NOTE:For more information on Compatible Annunciators for use with the MS-92000DLS Rev 3,see the following data sheets(doc- ument numbers) ACM-8RF (DF-51555), ACS/ACMSenes (DF- 52378),LDM Senes(DF-51384),LCD-80F(DF-52185) LITESPEED COMPATIBLE ADDRESSABLE DEVICES All feature a polling LED and rotary switches for addressing CP355:Addressable low-profile ionization smoke detector. SD355:Addressable low-profile photoelectric smoke detector. SD355T: Addressable low-profile photoelectric smoke detec- tor with thermal sensor. SD355R: Addressable remote test capable detector for use with D355PL or DNR(W)duct smoke detector housings. H355: Fast-response,low-profile heat detector H355R: Fast-response, low-profile heat detector with rate-of- rise option. H355HT: Fixed high-temperature detector that activates at 190F/88C. AD355(A): Low-profile,intelligent,"Adapt'multi-sensor detec- tor(B350LP base included). BEAM355: Intelligent beam smoke detector BEAM355S: Intelligent beam smoke detector with integral sensitivity test D355PL: Innovair Flex low-flow non-relay duct-detector hous- ing.SD355R included. DF-60601 Al•12/07/2010—Page 3 of 6 CMF-300: Addressable Control Module for one Style Y/Z (Class B/A) zone of supervised polarized Notification Appli- ances. Mounts directly to a 4.0" (10.16 cm.) electrical box. Notification Appliance Circuit option requires external 24 VDC to power notification appliances. CRF-300: Addressable relay module containing two isolated = j sets of Form-C contacts, which operate as a DPDT switch. Mounts directly to a 4.0"(10.16 cm.)box,surface mount using ---� ' the SM13500. _. . BG-12LX:Addressable manual pull station with interface mod- MS 92000DLS i i Remote ACC 25/50(ZS/T) ule mounted inside. Fre Alarm ; ; Microphone Audio Command Control Panel Center 1300: Fault Isolator Module.This module isolates the SLC loop from short circuit conditions (required for Style 6 or 7 opera- ' ' tion). J � _ Speaker o SMB500:Used to mount all modules except the MMF-301 and M301 ' I SPC n MMF-300-10: Ten-input monitor module. Mount one or two Photo 1 1^ "= _. 1 Senes . ) t modules in a BB-2F cabinet (optional). Mount up to six mod- :.: ! Speaker q .r<` ules on a CHS-6 chassis in a 1313-6F. LCD-801'—, MMF-302-6:Six-zone interface module for compatible conven- tional two-wire detectors. Mount one or two modules in a BB- 2F cabinet (optional). Mount up to six modules on a CHS-6 AD355 SPS chassis in a 1313-61'. Adapt Detector Series Speaker/Strobe CMF-300-6: Six-circuit supervised control module. Mount one ft or two modules in a BB-2F cabinet(optional). Mount up to six ANN-80 modules on a CHS-6 chassis in a 813-617. CRF-300-6: Six Form-C relay control module. Mount one or H355/H355R/H355HT two modules in a BB-2F cabinet (optional). Mount up to six Heat Detector Is modules on a CHS-6 chassis in a 1313-617. P2R MOTE. 1)For more information on Compatible Addressable Strobe Devices for use with the MS-92000DLS Rev 3, see the following data sheets (document numbers) AD355 (DF-52324), BG-12LX (DF-52013), CMF-300-6 (DF-52365), CRF-300-6 (DF-60379), MDF-300 CMF/CRF Senes (DF-52130), CP355 (DF-52383), D355PL (DF- Dual Monitor Module 52398), H355 Senes (DF-52385), 1300 (DF-52389), MMF-300 Senes/MDF-300 (DF-52121), MMF-300-10 (DF-52347), MMF- P2R 302-6 (DF-52356), SD355/SD355T (DF-52384) 2)Legacy 300 Strobe Senes detection devices such as the CP300/CP350, SD300(T)/ Power Supply SD350(T) and older modules such as the M300, M301, M302, SD355T FCPS-24FS6 C304,and BG-10LX are not compatible with Lite Speed polling If FCPS-24FSB the SLC contains one of these devices, polling must be set for Photo/rhermals standard LiteSpeed protocol Please consult factory for further P211information on previous 300 Senes devices Ems.. Strobe ° Wiring Requirements MMF-300 Monitor Module Multi-ModulesWhile shielded wire is not required, it is recommended that all - CRF-300-6 Six-Relay Control Module SLC wiring be twisted-pair to minimize the effects of electrical - CMF-300-6 Six-Circuit Supervised Control Module interference. Wire size should be no smaller than 18 AWG - MMF-302 6 Six-Zone Interface Module (0 78 mm2) and no larger than 12 AWG (3.1 mm2). The wire - MMF-300-10 Ten-Input Monitor Module size depends on the length of the SLC circuit. Refer to the MMF-302 panel manual for wiring details 2-Wire Detector Monitor Module = -' i, D355PL Beam Detector/Beam 355 Duct Detector MS-92000DLS ADDRESSABLE FIRE ALARM BG-1 2LX Addressable CONTROL PANEL Manual Pull Station Page 4 of 6—DF-60601.A1-12/07/2010 SYSTEM SPECIFICATIONS System Capacity 16.65" (42.29 cm.) wide x 5.20" (13.34 cm)deep. Trim Ring • Intelligent Signalling Line Circuits................. ................. 1 (TR-CE):22.00"(55 88 cm)high x 19.65"(49 91 cm.)wide. • Addressable device capacity ................. ........ ..........198 Shipping Specifications • Programmable software zones........... ....................... 99 Weight:26.9 lbs. (12.20 kg.)Dimensions:20.00"(50.80 cm.) • ACS Annunciators................................................ ....32 high x 22.5"(57.15 cm)wide x 8.5"(21.59 cm.)deep. • ANN-bus devices................ ....................... . . .......16 Temperature and Humidity Ranges Electrical Specifications This system meets NFPA requirements for operation at 0 — AC Power: MS-92000DLS Rev 3: 120 VAC,60 Hz,3.0 amps 49°C/32 — 120°F and at a relative humidity 93% t 2% RH MS-92000DLS Rev 3E:240 VAC,5 0 Hz,1.5 amps.Wire size: (noncondensing) at 32°C t 2°C (90°F t 30F). However, the minimum 14 AWG(2 00 mm2)with 600 V insulation. useful life of the system's standby batteries and the electronic Battery charger capacity:7 AH - 18 AH batteries. Up to two components may be adversely affected by extreme tempera- 18 Ah batteries can be housed in the FACP cabinet. Larger ture ranges and humidity. Therefore, it is recommended that batteries require an external battery charger such as the CHG- this system and its peripherals be installed in an environment 75 or CHG-120, and a separate battery cabinet such as the with a normal room temperature of 15—270C/60—80°F. BB-26 or NFS-LBB. Communication Loop:Supervised and power-limited. NFPA Standards Notification Appliance Circuits: Each terminal block pro- The MS-92000DLS Rev 3 complies with the following NFPA vides connections for two Style Y (Class B) for a total of four 72 Fire Alarm Systems requirements: Style Y (Class B) or with an optional ZNAC-92 module con- —LOCAL (Automatic, Manual, Waterflow and Sprinkler verts to four Style Z (Class A) NACs. Maximum signaling cur- Supervisory). rent per circuit:2.5 amps. End-of-Line Resistor:4.7K ohm, 1/2 —AUXILIARY(Automatic, Manual and Waterflow) (requires watt(P/N 71252 UL listed)for Style Y(Class B)NAC. Refer to 4XTMF) panel documentation and Fire-Lite Device Compatibility Docu- —REMOTE STATION (Automatic, Manual, Waterflow and ment for listed compatible devices Sprinkler Supervisory) (Where a DACT is not accepted, Two Programmable Relays and One Fixed Trouble Relay: the alarm, trouble and supervisory relays may be con- Contact rating-2.0 amps @ 30 VDC(resistive),0.5 amps @ 30 nected to UL 864 listed transmitters. For reverse polarity VAC(resistive).Form-C relays. signaling of alarm and trouble,4XTMF is required.) Special Application Non-resettable Power(24 VDC Nomi- —PROPRIETARY (Automatic, Manual, Waterflow and nal): Jumper selectable (JP4) for conversion to resettable Sprinkler Supervisory). power output. Up to 1.0 amp total DC current available from —CENTRAL STATION (Automatic, Manual, Waterflow and each output. Power-limited. Sprinkler Supervisory). Special Application Resettable Power (24 VDC nominal): —OT, PSDN (Other Technologies, Packet-switched Data Jumper selectable (JP6) for conversion to non-resettable Network) power. Up to 1.0 amp total DC current available Refer to the Fire-Lite Device Compatibility Document for listed compatible Agency listings and Approvals devices Remote Sync Output: Remote power supply synchronization The listings and approvals below apply to the basic MS- output Nominal special application power:24 VDC. Maximum 92000DLS Rev 3 control panel. In some cases, certain mod- current: 300 mA. End-of-Line Resistor: 4.7K ohm. Output ules may not be listed by certain approval agencies, or listing linked to NAC 1 control Supervised and power-limited. may be in process.Consult factory for latest listing status Telephone Interface:Unless used with Teldat VISORALARM, • UL Listed:S624 requires dedicated business telephone number with a mini- • FM approved mum of 5 volts DC(off-hook voltage).Obtain dedicated phone • CSFM:7165-0075:0208 line directly from your local phone company.Do not use shared . MEA: 120-06-E phone lines or PBX(digital)type phone line extensions. For ULC-listed version,see DF-60599. Cabinet Specifications Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x FireLiteS Alarms®is a registered trademark of Honeywell International Inc 0.12" (.30 cm.) deep. Backbox: 19 00" (48.26 cm) high x Wheelock®is a registered trademark of and Exceder7A° is a trademark of Cooper Notification ©2010 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited. IS® 9001 This document is not intended to be used for installation purposes We try to keep our product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements. 13191NE®IN6&NUWIIFACTAflING All specifications are subject to change without notice QUALITY SYSTEMS Made inthe US.A For more information,contact Fire-Lite Alarms Phone.(800)627-3473,FAX (877)699-4105 www.firelite.com Page 6 of 6—DF-60601 Al•12/07/2010 df-52417.c•B-90 ANN-80 Flre•LITUALarms 80-Character LCD Serial Annunciator by Honeywell Annunciators General The ANN-80 annunciator is a compact, backlit, 80-character LCD fire annunciator that mimics the Fire Alarm Control Panel (FACP) display. It provides system status indicators for AC Power, Alarm, Trouble, Supervisory, and Alarm Silenced condi- tions. ondi tions.The ANN-80 and the FACP communicate over a two-wire serial interface employing the ANN-BUS communication format Connected devices are powered, via two additional wires, by either the host FACP or a remote UL-listed,filtered power supply. ;; § ANN-80 is red,for white,order ANN-80-W. The ANN-80 displays English-language text of system point information including device type, zone, independent point alarm, trouble or supervisory status, as well as any custom alpha labels programmed into the control panel It includes con- +I trot switches for remote control of critical system functions. (A keyswitch prevents unauthorized operation of the control , switches.) Up to eight ANN-80s may be connected to the ANN-BUS of each FACP. No programming is required,which saves time dur- ing system commissioning Features • Listed to UL Standard 864,9th Edition • Backlit 80-character LCD display(20 characters x 4 lines) • Supervisory • Mimics all display information from the host panel. • Alarm Silenced • Control switches for System Acknowledge, Signal Silence, Drill,and Reset Specifications • Control switches can be independently enabled or disabled • Operating voltage range: 18 VDC to 28 VDC at the FACP • Current consumption Q 24 VDC nominal(filtered and non- • Keyswitch enables/disables control switches and mechani- resettable).40 mA maximum cally locks annunciator enclosure • Ambient temperature:32°F to 120°F(0°C to 49°C) • Keyswitch can be enabled or disabled at the FACP. • Relative humidity: 93%t 2% RH (noncondensing)at 32°C • Enclosure supervised for tamper. t 2°C(90°F t 3°F). • System status LEDs for AC Power,Alarm,Trouble, Supervi- • 5.375" (13.65 cm.) high x 6.875" (17.46 cm.) wide x 1.375" sory,and Alarm Silence. (3.49 cm.)deep. • Local sounder can be enabled or disabled at the FACP. • For use indoors in a dry location. • ANN-80 connects to the ANN-BUS terminal on the FACP and • All connections are power-limited and supervised requires minimal panel programming. • Displays device type identifiers, individual point alarm, trou- Agency Listings and Approvals ble,supervisory,zone,and custom alpha labels • Time-and date display field. The listings and approvals below apply to the ANN-80 In some cases, certain modules may not be listed by certain approval • Surface mount directly to wall or to single, double, or 4" agencies,or listing may be in process. Consult factory for latest square electrical box listing status. • Semi-flush mount to single, double, or 4" square electrical . UL: S2424 box Use ANN-SB80KIT for angled view mounting • Can be remotely located up to 6,000 feet(1,800 m)from the FM approved panel • CSFM:7120-0075.211 • Backlight turns off during AC loss to conserve battery power • MEA:442-06-E but will turn back on if an alarm condition occurs. • May be powered by 24 VDC from the host FACP or by remote The ANN-BUS power supply(requires 24 VDC). • Up to eight ANN-80s can be connected on the ANN-BUS. POWERING THE DEVICES ON THE ANN-BUS FROM AUXILIARY POWER SUPPLY Controls and Indicators The ANN-BUS can be powered by an auxiliary power supply when the maximum number of ANN-BUS devices exceeds the • AC Power ANN-BUS power requirements. See the FACP manual for more • Alarm information. • Trouble df-52417 c•05/22/09—Page 1 of 2 ANN-BUS DEVICE ADDRESSING After calculating the total worst case current draw,the following Each ANN-BUS device requires a unique address(ID Number) table specifies the maximum distance the modules can be in order to communicate with the FACP A maximum of 8 devices located from the FACP on a single wire run. The table ensures can be connected to the FACP ANN-BUS communication circuit. 6.0 volts of line drop maximum. In general,the wire length is lim- See the FACP manual for more information. ited by resistance, but for heavier wire gauges, capacitance is the limiting factor. WIRE REQUIREMENTS:COMMUNICATIONS CIRCUIT These cases are marked in the chart with an asterisk(*). Maxi- The ANN-80 connects to the FACP ANN-BUS communications mum length can never be more than 6,000 feet (1,800 m), circuit. To determine the type of wire and the maximum wiring regardless of gauge used. See table below. distance that can be used with FACP ANN-BUS accessory mod- WIRE REQUIREMENTS:POWER CIRCUIT ules, it is necessary to calculate the total worst case current draw for all modules on a single 4-conductor bus.The total worst • 14 to 18 AWG (0.75-2 08 mm2)wire for 24 VDC power cir- case current draw is calculated by adding the individual worst cult Is acceptable Power wire distance limitation is set by 1.2 case currents for each module. volt maximum line drop form source to end of circuit NOTE: For total worst case current draw on a single ANN-BUS - All connections are power-limited and supervised. refer to appropriate FACP manual. • A maximum of eight ANN-80 modules may be connected to this circuit Communication Pair Wiring Distance: FACP to Last ANN-BUS Module Total Worst Case 22 Gauge 18 Gauge 16 Gauge 14 Gauge Current Draw(amps) 0 100 1,852 ft 4,688 ft *6,000 ft *6,000 ft 0200 926 ft. 2,344 ft 3,731 ft 5,906 ft 0.300 617 ft. 1,563 ft. 2,488 ft 3,937 ft 0 400 463 ft 1,172 ft 1,866 ft 2,953 ft 0.500 370 ft. 938 ft. 1,493 ft 2,362 ft 0 600 309 ft 781 ft. 1,244 ft 1,969 ft 0 700 265 ft. 670 ft 1,066 ft 1,687 ft 0 800 231 ft 586 ft 933 ft. 1,476 ft 0 900 206 ft 521 ft 829 ft 1,312 ft 1.000(max) 185 ft 469 ft 746 ft 1,181 ft WIRING CONFIGURATION ORDERING OPTIONS: The following figure illustrates the wiring between the FACP and ANN-80:Red 80 character LCD Annunciator. ANN-BUS devices. ANN-80-W:White,80 character LCD Annunciator. ANN-BUS and power ANN-SB80KIT R: Red surface mount backbox with angled wiring are supervised wedge. and power-limited ANN-SB80KIT W: White surface mount backbox with angled ® B A + - wedge. T61 4 3 2 1 ANN-BUS Device + A B 0 MS-905OUD TB3 1 2 3 4 5 6 7 8 FACP Wiring to ANN-BUS Device FireLite@ Alarms is a registered trademark of Honeywell International Inc ©2009 by Honeywell International Inc All rights reserved Unauthorized use of this document is strictly prohibited This document is not intended to be used for installation purposes. ISO 9001 We try to keep our product information up-to-date and accurate EL.-2 2LOLIJLi�- We cannot cover all specific applications or anticipate all requirements ENCINEEAING fi MANUFACTOBING All specifications are subject to change without notice QUALITY SYSTEMS Made inthe US A For more information,contact Fire-Lite Alarms Phone (800)627-3473,FAX (877)699-4105. www.firelite com Page 2 of 2—df-52417 c-05/22/09 Honeywell IPGSM-4G IP Internet & GSM (4G/3G/2G) Dual Path Communicator General •--- The IPGSM-4G is a 4G fire alarm communicator that offers contact ID reporting with any Fire Alarm Control Panel(FACP) that has a built-in dialer.This easy to install,dual path commu- nicator connects directly to the primary and secondary com- munication ports of a Fire panel's Digital Alarm Communicator Transmitter (DACT). It offers three selectable reporting paths which include: (Cellular only), (IP only),or(IP primary/cellular backup). In the event of an off-normal condition,the fire panel sends contact ID formatted information to the IPGSM-4G com- municator panel.The IPGSM-4G then reformats the data into highly`encrypted Ethernet packets for transmission to the Alarm-Net receiver via customer-provided Internet/Intranet connection or the GSM network. • Reliable connection: IP and GSM connection tested every Alternative communication methods are critical in the market- day, place due to VoIP(Voice over IP),migration from POTS(Plain . QOS: Quality of Service diagnostics via AlarmNet conveys Old Telephone Service) and growth of digital radio networks. vital communicator information including when message The IPGSM-4G's exclusive dual-path communications solution was received,signal strength,and message path used. combines Internet service with GSM for added reliability and . . 7720P Hand-held 'programmer for easy setup. an extra level of security.All signals from the IPGSM-4G com- municator panel are delivered to Honeywell's AlarmNet Net- work Control Center, which routes the information to the Operation appropriate central station.The state of the art AlarmNet net- When an event occurs,the Fire Alarm Control Panel goes off work control center is fully redundant and monitored 24/7. hook to dial the central station.The IPGSM-4G Dialer Capture AlarmNet has the ability to route messages using AlarmNet-i Module detects the off-hook condition and provides the fire and 800 PLUS services, providing true redundancy and multi- panel with a dial tone. When the fire panel detects the,dial path message delivery 7 tone, it begins dialing the central station. After the dialing is The IPGSM-4G is designed to operate over the most common completed,the Dialer Capture Module returns a handshake to GSM networks including 2G,3G and 4G..Its multi-GSM plat- the fire panel.The fire panel then sends the contact ID reports form technology automatically chooses the best available cel- to the Dialer Capture Module, which in turn sends a kiss-off lular signal in the area based on signal strength and after the report is successfully received from the fire panel. seamlessly self-adjusts to maintain critical life safety communi- The Dialer Capture Module sends the contact ID reports to the cation. IPGSM communications module. When all the reports are sent, the fire panel goes on-hook. The IPGSM communica- Features tions module then transmits the messages to the central sta- tion either over the GSM network or the Internet(dependent • Saves the cost of two dedicated phone lines. on configuration). • Dual path communications. Can communicate to central station using Internet or cellular technology. Easy to Program • Requires no change to the existing Fire Alarm Control The IPGSM-4G communicator can be pre-programmed using Panel configuration. The IPGSM-4G connects directly to the 7720P programmer to enter all central-station information. the primary and secondary telephone ports. This is saved to the IPGSM-4G communicator panel memory. • Multi-GSM platform compatibility for 2G,3G and 4G. When the IPGSM-4G communicator is installed at the site and • Operates over the following communication protocols: connected to the InterneUlntranet, it registers itself with the HSPA+ (4G) HSPA (HSDPA & HSUPA) (3G) EDGE (2G) AlarmNet receiver. GPRS(2G). .For most installations,the only required parameters are: • Works over any type of customer provided Ethernet 10/100 . Primary City ID (two digits) obtained from your monitoring • Base network connection (LAN or WAN), DSL modem or station. cable modem. • Primary Central Station ID (two digits) obtained from your • Data transmits over standard contact-ID protocol but is monitoring station. secured with the industry's advanced encryption standard . Primary Subscriber ID(four digits)obtained from your mon- (AES 256 bit). itoring station. • Supports both dynamic(DHCP)or Public and Private Static , . Communication Module's MAC ID, and MAC CRC number IP addressing. located on outside of box,and inside of the module. • Built-In Power Supply module: On board charging circuit All of these parameters are assigned by the monitoring station. design accommodates back-up battery Includes primary power and battery supervision. NOTE: Some assembly is required. See Installation and Setup • Diagnostic LEDs:Signal strength and status indications.- Guide#800-12454 for full details. Panel Capabilities Cabinet Specifications The IPGSM-4G is compatible with fire panels that use the Dimensions: 14 875"H x 12.75"W x 3.0"D(37 8 cm H x 32.4 Contact ID communications format as described in the SIA cm W x 7.6 cm D). DC-05 standard Color: Red. AlarmNet Shipping Specifications Honeywell's AlarmNet has been the nationwide leader in Weight:5 3 lbs (6.94 kg). alarm communications technology since 1986.A reliable alter- Dimensions: 15.625" H x 13.79" W x 9.25" D (39.7 cm H x native for the transmission of alarm signals, our radio network 34.9 cm W x 23.9 cm D) provides extensive coverage in the United States and Canada. AlarmNet Network Control center processes signals from pow- erful servers In multiple locations equipped with 24/7 infra- Temperature and Humidity Ranges structure support.The AlarmNet network consist of redundant This system meets NFPA requirements for operation at 0 - hardware servers, hot back-up databases and generators with 49°C/32-120°F and at a relative humidity 93%t 2%RH(non battery back-up at all locations to ensure continuity of service. condensing at 32°C t 2°C (90°F t 30F). However, the useful Signals from Alarm-Net are transmitted to the central station's life of the system's standby batteries and the electronic com- receivers using multiple communications paths consisting of ponents may be adversely affected by extreme temperature the Internet, radio network or toll-free POTS service. ranges and humidity. Therefore, it is recommended that this system and its peripherals be installed in an environment with Installation Requirements a normal room temperature of 15-270C/60-80°F. UL COMPLIANCE Product Line Information To meet UL864/NFPA,ensure the following: IPGSM-4G: Internet and Digital Cellular Fire Alarm Communi- IPGSM-4G must be installed in accordance with NFPA cator Panel. Includes red cabinet with ademco key and lock, (National Fire Protection Association)standards 70 and 72. wall outlet box,Dialer Capture Module,IGSM Communications IPGSM-4G must be mounted in the same room and within Module, antenna & mounting adapter, PowerBoosti power 20 feet of the fire panel. supply, LED display board, transformer, manual, & required • IPGSM-4G, and all equipment used for the IP connection screws,cables,etc. (such as the router, hub, modem,etc.)shall be listed, must GSM-ANT3DB:3db gain external/remote antenna. be powered from an un-switched branch circuit,and be pro- 7626-50HC:50 ft.antenna cable,low loss. vided with appropriate standby power. 7626-25HC:25 ft.antenna cable,low loss • IPGSM-4G must use the 7AH battery(not supplied)to pro- WA7626-CA:SNA to N Adapter. vide 24-hour backup capability. 7720P: IPGSM-4G hand held programmer. Electrical Specifications HPTCOVER:Plug in transformer box for IPGSM communicator. BAT-1270: Battery 12 Volts,7 AH,sealed Transformer: —Primary 120VAC,60Hz,0.5A. Agency Listings and Approvals —Secondary:18VDC,50VA. The listings and approvals below apply to the basic IPGSM-4G Battery: communicator panel. In some cases,certain modules may not be —One 12 V 7.0 AH lead-acid battery(not supplied). listed by certain approval agencies,or listing may be in process. —Battery charging current. 1 Amp maximum Consult factory for latest listing status. —Battery discharge current: Standby 230mA, Active UL Listed:S789. 950mA. This document is not Intended to be used for installation purposes We try to keep our product Information up-to-date and accurate We cannot coverall specific applications or anticipate all requirements All specifications are subject to change without notice ©2013 by Honeywell International Inc.All rights reserved Unauthorized use of this document Is strictly prohibited Automation and Control Solutions HoneyweH Honeywell 12 Clintonville Road 1(877) HPP-POWR Northford,CT 06472-1610 hpp_techsery@honeywell corn www.honeywellpower.com DH-60769A April 2013 Made in the USA ®U S Registered Trademark {Y IIS® 02013 Honeywell International Inc ENelral�in^;eMui�uiou� Page 2of2 QUALITY SYSTEMS DF-52384 C•E-160 SD355(A) Series Fire-MWALarms Addressable Photoelectric Smoke Detectors by Honeywell Addressable Devices General The SD355(A), SD355T(A), and SD355R(A)addressable, low P,,.• e'' profile plug-in photoelectric detectors use a state-of-the-art pho- toelectric ho toelectnc sensing chamber with communications to provide wj,,j�' open area protection and are used exclusively with Fire-Lite's ';'I° .' • s )'f° Addressable Fire Alarm Control Panels (FACPs). The '• `&i `s I-i SD355T(A)adds thermal sensors that will alarm at a fixed tem- 7;" "? • " ' k,_. "` perature of 135 F (570C) Since these detectors are address t - able, they will help emergency personnel quickly locate a fire R `^ '_'`° ' during its early stages, potentially saving precious rescue time ._r�. ..• ,r° s,.,s while also reducing property damage Two LEDs on each sen- 'M • ,x . sor light to provide a local, visible sensor indication Remote LED annunciator capability is available as an optional acces- sory, PN RA100Z(A). The SD355R(A)is a remote test capable detector for use with D355PL(A)or DNR(A)/DNRW duct smoke o detector housings. SD355(A) in B210LP(A) Base Features SLC loop Applications • Two-wire loop connection Use photoelectric detectors in life-safety applications to provide • Unit uses base for wiring. a broad range of fire-sensing capability, especially where smol- Addressing dering fires are anticipated. Ionization detectors are often better • Addressable by device. than photoelectric detectors at sensing fast,flaming fires. • Rotary, decimal addressing. 01 — 99 with MS-9200 series, and 01 —159 with MS-9600 series. Construction Architecture These detectors are constructed of off-white fire resistant Alas- • Unique single-source, dual-chamber design to respond tic. SD355(A) series plug-in, low-profile smoke detectors are quickly and dependably to a broad range of fires designed to commercial standards and offer an attractive • Sleek,low-profile design. appearance • Integral communications and built-in type identification Installation • Built-in tamper-resistant feature. • Removable cover and insect-resistant screen for simple field SD355(A) series plug-in detectors use a detachable mounting cleaning base to simplify installation,service and maintenance Operation Mount base(all base types)on an electrical backbox which is at • Withstands air velocities up to 4,000 feet-per-minute (20 m/ least 1.5" (3.81 cm) deep. For a chart of compatible junction sec.)without triggering a false alarm. boxes,see DF-60059. • Factory preset at 1.5% nominal sensitivity for panel alarm NOTE:Because of the inherent supervision provided by the SLC threshold level loop, end-of-line resistors are not required. Wiring 7-taps" or branches are permitted for Style 4 (Class B) wiring. SD355R(A) • Visible LED"blinks"when the unit is addressed(communicat- mounts in a D355PL(A)or DNR(A)/DNRW duct detector housing. Ing with the fire panel)and latches on in alarm. Mechanicals Operation • Sealed against back pressure. Each SD355(A) series detector 99 • Direct surface mounting or electrical box mounting. ( ) seror uses one opossible addresses on the MS-9200 senes,and up to 318(159 on each • Mounts to:single-gang box,3.5"(8.89 cm)or 4.0"(10.16 cm) loop) on the MS-9600 series Signaling Line Circuit (SLC) It octagonal box,or 4 0"(10 16 cm)square electrical box(using responds to regular polls from the system and reports its type a plaster ring—included). and status. Other system features The addressable photoelectric sensor in the SD355(A) series • Fully coated circuit boards and superior RF/transient protec- has a unique unipolar chamberthat responds quickly and uni- tion. formly to a broad range of smoke conditions. It can withstand • 94-VO plastic flammability rating. wind gusts up to 4,000 feet-per-minute (20 m/sec) without • Low standby current. sending an alarm level signal. Because of its unipolar chamber, the SD355(A) series is approximately two times more respon- Options sive than most photoelectric sensors.This makes it a more sta- • Remote LED output connection,PN RA100Z(A). ble detector. DF-52384 C•12/07/2011—Page 1 of 2 Detector Sensitivity Test INTELLIGENT BASES Each detector can have its sensitivity tested(required per NFPA NOTE:`A"suffix indicates ULC Listed model 72, Chapter 14 on Inspection, Testing and Maintenance) when NOTE:The detector's plug-in base can be changed off for special installed/connected to a MS-9200 series or MS-9600 series applications. For details about intelligent bases and their mount- addressable fire alarm control panel.The results of the sensitiv- ing,see DF-60059 ity test can be printed off the MS-9200 series or MS-9600 series B210LP(A): Plug-In detector base (Included); standard U S. for record keeping. flanged low-profile mounting base. B210LPBP: Bulk pack of B21 OLP;package contains 10. Specification B501(A):Standard European flangeless mounting base. Voltage range: 15—32 VDC(peak). B501 BP:Bulk pack of B501;package contains 10. Standby current:300 pA @ 24 VDC B200SR(A): Intelligent sounder base capable of producing LED current:6.5 mA Q 24 VDC(latched"ON") sound output with ANSI Temporal 3 or continuous tone Air velocity:4,000 ft./min.(20 m/sec.)maximum. Replaces B501 BH series bases in retrofit applications. Size:2.1"(5.33 cm)high;base determines diameter. B224RB(A): Plug-in System Sensor relay base. Screw termi- -B210LP(A):6.1"(15.5 cm)diameter nals: up to 14 AWG(2.0 mm2). Relay type: Form-C Rating:2.0 A Q 30 VDC resistive,0.3 A Q 110 VDC inductive; 1.0 A @ 30 —B501(A):4.1"(10.4 cm)diameter VDC inductive —B200SR(A):6.875"(17.46 cm)diameter. B224BI(A): Plug-in System Sensor isolator detector base. —B224RB(A):6.2"(15.748 cm)diameter Maximum 25 devices between isolator bases(see DF-52389). Weight:3.6 oz.(102 g). ACCESSORIES Operating temperature range: for SD355(A): 0°C to 49°C F110: Retrofit flange to convert B21OLP(A) to match the (32°F to 1200F); for SD355T(A):0°C to 38°C (32°F to 1000F). B350LP(A)profile,or to convert older high-profile bases to low- SD355R(A):Installed In a DNR(A)/DNRW-20°C to 70°C (-4°F profile to 158°F). F110BP: Bulk pack of F110;package contains 15. Temperature:0°C—49°C(32°F—120°F) F210: Replacement flange for B210LP(A)base. Relative humidity: 10%—93%, non-condensing. RA100Z(A): Remote LED annunciator.3—32 VDC. Mounts to a U.S. single-gang electrical box. For use with B501(A) and Listings B21OLP(A)bases only. Listings and approvals below apply to the SD355(A), SMB600:Surface mounting kit SD355T(A),and SD355RT(A)detectors. In some cases,certain M02-04-00:Test magnet. modules may not be listed by certain approval agencies, or list- ing may be in process.Consult factory for latest listing status M02-09-00:Test magnet with telescoping handle • UL Listed S1059. XR2B: Detector removal tool.Allows installation and/or removal • ULC Listed:S1059. of detector heads from bases In high ceiling applications. • CSFM:7272-0075:0194. XP-4:Extension pole for XR2B.Comes in three 5-foot(1 524 m) sections. • MEA:243-02-E. FM approved. T55-127-010:Detector removal tool without pole • BCK-20OB: Black detector covers for use with SD355(A) only, Product Line Information box of 10. WCK-20OB: White detector covers for use with SD355(A)only, NOTE:A"suffix indicates ULC Listed model box of 10. SD355: Adressable photoelectric detector; B21OLP base Included. SD355R: Sames as SD355 with ULC Listing; B21OLPA base Included. SD355T: Same as SD355 but with thermal element; B21 OLP base included. SD355TA: Same as SD355T with ULC Listing, B21OLPA base included. SD355R: Remote test capable addressable photoelectric detec- tor for use with a D355PL(A) or DNRA/DNRW duct detector housing; B21OLP base included SD355RA: Same as SD355R with ULC Listing for use with a D355PLA or DNRA duct detector housing; B21OLPA base included. Fue•Lite@ Alarms is a registered trademark of Honeywell International Inc ©2011 by Honeywell International Inc.All rights reserved Unauthorized use of this document is strictly prohibited. I�O ®®� This document is not Intended to be used for installation purposes We try to keep our product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements. 91161N IDIN6&MANUFACiUMN6 All specifications are subject to change without notice QUALITY SYSTEMS Made In the U.S A For more information,contact Fire-Lite Alarms.Phone (800)627-3473,FAX (877)699-4105. www.firelite.com Page 2 of 2—DF-52384 C•12/07/2011 /� �y��+ Wiringb BG-12LX FI re•LITe®HLa1r1 1 s To Addressable Pull Station Next Document 52141 156-3655-001 Addressable From Device by Honeywell FACP -F + —SLC BG-12LX Addressable Pull Station SLC— Patented,U.S.Patent No.Des.428,351;6,380,846;Other Patents Pending Document 52141 156-3655-001 o o Q D 11 a t 2 0 ® u Description STRIP GAUGE The BG-12LX Addressable pull station is a non-coded, dual-action manual pull station ® Push ' with a key-lock reset feature. It provides Fite-Lite intelligent control panels with one ad- 0 P(�� dressable alarm imtiating input The addressable module is housed inside the pull station. i The BG-12LX is compatible with all Fire-Lite intelligent panels.The BG-12LX meets the "' ADAAG controls and operating mechanisms guidelines(section 4.1.3[13]), and the ADA Et requirement for a 5 lb.maximum pull force to activate the pull station Operating instructions o n o are molded into the pull station handle along with Braille text.Molded Terminal numbers 0 U 0 are also present. $ a ®Fir�ilT@q 0 o by NoneYwaiTris Ratings Normal Operating Voltage: 24 VDC. Average Operating Current(LED Flash):300 pA. Temperature Range: 32°F- 120°F(0°C-49°Q. Relative Humidity Range- 10%-93%non-condensing. Installation CAUTION! Do not detach the door of the pull station during installation The door of The BG-12LX Addressable pull station can be surface mounted to an SB-10 or SB-1/0 sur- the pull station cannot be reattached to the backplate after the backplate has already been face backbox or semi-flush mounted on a standard single-gang,double-gang or 4" (10.16 installed onto an electrical box. cm)square electrical box.The optional BG-TR trim ring can be used if the BG-12LX is to CAUTION! be semi-flush mounted. Install the Fire-Lite BG-12LX addressable pull station in accordance with these instructions, Operation applicable NFPA standards,national and local Fire and Electrical codes and the i equirements To activate the dual-action pull station, push in and pull down on the handle. The word of the AHJ(Authority Having Jurisdiction). Regular testing of the devices should be con- 'ACTIVATED'appears after the handle is pulled down.This will remain until the pull sta- ducted in accordance with the appropriate NFPA standards.Failure to follow these directions tion is reset. may result in failure of the device to report an alarm condition.Fire-Lite is not responsible for devices that have been improperly installed,tested or maintained. The pull station includes one Single Pole, Single Throw (SPST) Normally Open (N/O) switch which closes upon activation of the pull station. ADA Compliance 110111111111111 ForADA compliance,if the clear floor space only allows forward approach to an object,the Resetting the Pull Station maximum forward reach height allowed is 48 inches (121.92 cm).If the clear floor space 1.Insert the key into the lock and rotate 1/4 turn counterclockwise. allows parallel approach by a person in a wheelchair,the maximum side reach allowed is 2.Open the door until the handle returns to normal. 54 inches(137.16 cm). 3.Close and lock the door. NOTE: Closing the door automatically resets the switch to the'Normal'position. Open- ing the door will not activate or deactivate the alarm switch. (over for Programming iriforination)ice► Setting the BG-12LX Address The BG-12LXAddressable pull station is factory preset with address`00.'Set the address for the pull station by turning the rotary address switches on the addressable module mounted inside the pull station. Only one device per address is allowed.Multiple modules may not be set to the same address on the Signaling Line Circuit. Once the address is set,record it in the space provided on the product ID label located inside the pull station. ROTARY ADDRESS SWITCHES LED - LED OPERATION C ■ Normal: Flash RED O 0 Alarm: Steady RED 0 1 Note:LED is visible 13 4 1 2 2 Ei through translucent 12 0 3 3 O handle. 11 a a 10 5 9 65 9 B N TENS 6 O ONES Note—Opening the a o P� pull station door Op,M will not activate or N deactivate the alarm switch. 0 0 ACT�V"TFD Li - ." a DF-521210•E-325 MMF-300(A) series, FIMIIWALarms MDF-300 (a Addressable Monitor Modules by Honeywell Addressak)ie Devices General Four different monitor modules are available for Fire•Lite's .., intelligent control panels to suit a variety of applications. Moni- tor oni tor modules are used to supervise a circuit of dry-contact input r - devices,such as conventional heat detectors and pull stations, `~C, or monitor and power a circuit of two-wire smoke detectors (MMF-302(A)). MMF-300(A)is a standard-sized module(typically mounts to a „�„; •wll* 4" [10.16 cm] square box) that supervises either a Style D "n (Class A) or Style B (Class B) circuit of dry-contact input •, -,.„ devices. "•' n 9m Ai.i MMF-301(A)is a miniature monitor module a mere 1.3"(3.302 I a'•f •° �;�" '� i. cm) H x 2.75" (6.985 cm) W x 0.5" (1 270 cm) D that super- vises uper vises a Style B (Class B) circuit of dry-contact input devices. Its compact design allows the MMF-301(A)to be mounted in a single-gang box behind the device it monitors. MMF-302(A)is a standard-sized module used to monitor and supervise compatible two-wire, 24 volt, smoke detectors on a Style D(Class A)or Style B(Class B)circuit MDF-300(A)is a standard-sized dual monitor module used to MMF-300(A)(Type H) monitor and supervise two independent two-wire Style B (Class B) dry-contact initiating device circuits (IDCs) at two may be wired as an NFPA Style B(Class B)or Style D (Class separate,consecutive addresses in intelligent,two-wire systems. A) Initiating Device Circuit. A 47K Ohm End-of-Line Resistor LlteSpeedTM Is a communication protocol developed by (provided) terminates the Style B circuit No resistor is Fire-Lite Engineering that greatly increases the speed of com- required for supervision of the Style D circuit. munication between analog intelligent devices. Intelligent MMF-300(A)OPERATION devices communicate in a grouped fashion. If one of the devices within the group has new information,the panel CPU Each MMF-300(A) uses one of the available module stops the group poll and concentrates on single points. The addresses on an SLC loop. It responds to regular polls from net effect is response speed greater than five times that of the control panel and reports its type and the status(open/nor- other communication protocols. mal/short)of its Initiating Device Circuit(IDC).A flashing LED indicates that the module is in communication with the control MMF.300(A) Monitor Module panel. The LED latches steady on alarm (subject to current limitations on the loop). Built-in type identification automatically identifies this device 11 as a monitor module to the control panel. MMF-300(A)SPECIFICATIONS • Powered directly by two-wire SLC loop.No additional power Nominal operating voltage: 15 to 32 VDC. required. Maximum current draw:5.0 mA(LED on). • High noise(EMF/RFI)immunity. Average operating current: 350 pA (LED flashing), 1 com- • SEMS screws with clamping plates for ease of wiring. munication every 5 seconds,47k EOL. • Direct-dial entry of address: 01 — 159 on MS-9600 series Maximum IDC wiring resistance: 1500 Ohms. panels,01 —99 on other compatible systems. • LED flashes during normal operation and latches on steady EOL resistance:47K Ohms. to indicate alarm. Temperature range:32°F to 120°F(0°C to 49°C) The MMF-300(A) Monitor Module is intended for use in intelli- Humidity range: 10%to 93%noncondensing. gent, two-wire systems, where the individual address of each Dimensions: 4 5" (11 43 cm) high x 4" (10.16 cm) wide x module is selected using the built-in rotary switches. It pro- 1.25" (3.175 cm) deep. Mounts to a 4" (10 16 cm) square x vides either a two-wire or four-wire fault-tolerant Initiating 2.125"(5.398 cm)deep box. Device Circuit (IDC) for normally-open-contact fire alarm and supervisory devices. The module has a panel-controlled LED indicator The MMF-300(A) can be used to replace M300(A) MMF.301(A) Mini Monitor Module modules in existing systems. • Built-in type identification automatically Identifies this device 161MF-300(A)APPLICATIONS as a monitor module to the panel. Use to monitor a zone of four-wire smoke detectors, manual • Powered directly by two-wire SLC loop.No additional power fire alarm pull stations, waterflow devices, or other normally- required. open dry-contact alarm activation devices. May also be used • High noise(EMF/RFI)Immunity. to monitor normally-open supervisory devices with special • Tinned,stripped leads for ease of wiring supervisory Indication at the control panel. Monitored circuit DF-52121-D•01/20/2015—Page 1 of 4 • Direct-dial entry of address: 01 — 159 on MS-9600 series • Supervises IDC wiring and connection of external power panels,01 —99 on other compatible systems source • High noise(EMF/RFI)immunity. 3 1415 0 1 ADDRESS 0 1 • SEMS screws with clamping plates for ease of wiring. 13 2 2 Direct-dial entry entry of address: 01 — 159 on MS-9600 12 O 3 LOOP O 3 series panels,01—99 on other compatible systems 11 4 4 • LED flashes during normal operation. 10 9 a 7 6 5 g 8 7 6 5 • LED latches steady to indicate alarm on command from TENS ONES control panel. The MMF-302(A)Interface Module is intended for use in intelli- gent, addressable systems, where the individual address of each module is selected using built-in rotary switches. This module allows intelligent panels to interface and monitor two- Lu U wire conventional smoke detectors.It transmits the status(nor- J JO mal,open,or alarm)of one full zone of conventional detectors } j m back to the control panel. All two-wire detectors being moni- tored must be UL compatible with the module. The MMF- 302(A) can be used to replace M302(A) modules in existing systems MMF-302(A)APPLICATIONS The MMF-301(A) Mini Monitor Module can be installed in a Use the MMF-302(A) to monitor a zone of two-wire smoke single-gang junction directly behind the monitored unit. Its detectors. The monitored circuit may be wired as an NFPA small size and light weight allow it to be installed without rigid Style B(Class B)or Style D(Class A) Initiating Device Circuit. mounting. The MMF-301(A) is intended for use in intelligent, A 3.9 K Ohm End-of-Line Resistor (provided) terminates the two-wire systems where the individual address of each module end of the Style B or D (class B or A) circuit (maximum IDC is selected using rotary switches. It provides a two-wire initiat- loop resistance is 25 Ohms). Install ELR across terminals 8 ing device circuit for normally-open-contact fire alarm devices. and 9 for Style D application. The MMF-301(A)can be used to replace M301(A)modules in existing systems. MMF-302(A)OPERATION MMF-301(A)APPLICATIONS Each MMF-302(A) uses one of the available module addresses on an SLC loop It responds to regular polls from Use to monitor a single device or a zone of four-wire smoke the control panel and reports its type and the status(open/nor- detectors,manual fire alarm pull stations,waterflow devices,or mal/short)of its Initiating Device Circuit(IDC).A flashing LED other normally-open dry-contact devices. May also be used to indicates that the module is in communication with the control monitor normally-open supervisory devices with special super- panel. The LED latches steady on alarm (subject to current visory indication at the control panel. Monitored circuit/device limitations on the loop). is wired as an NFPA Style B(Class B)Initiating Device Circuit. A 47K Ohm End-of-Line Resistor(provided)terminates the cir- MMF-302(A)SPEaFtcATrONs cuit. Nominal operating voltage: 15 to 32 VDC MMF-301(A)OPERATION Maximum current draw:5.1 mA(LED on) Each MMF-301(A) uses one of the available module Maximum IDC wiring resistance:25 Ohms addresses on an SLC loop. It responds to regular polls from the control panel and reports its type and the status(open/nor- Average operating current: 300 . 1 communication and 1 mal/short)of its Initiating Device Circuit(IDC). LED flash every 5 seconds,3.9k eo1 EOL resistance:3 9K Ohms. MMF-301(A)SPECIFICATIONS External supply voltage (between Terminals T3 and T4): Nominal operating voltage:15 to 32 VDC DC voltage- 24 volts power limited. Ripple voltage: 0.1 Vrms Average operating current: 350 pA, 1 communication every maximum.Current:90 mA per module maximum. 5 seconds, 47k EOL; 600 pA Max. (Communicating, IDC Temperature range:32°F to 120°F(0°C to 49°C). Shorted). Humidity range: 10%to 93%noncondensing Maximum IDC wiring resistance: 1500 Ohms. Maximum IDC Voltage: 11 Volts. Dimensions: 4.5" (11 43 cm) high x 4" (10 16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x Maximum IDC Current:400 NA. 2.125"(5.398 cm)deep box. EOL resistance:47K Ohms. MDF.300(A) Dual Monitor Module Temperature range:32°F to 120°F(0°C to 49°C). Humidity range: 10%to 93%noncondensing The MDF-300(A) Dual Monitor Module is intended for use in intelligent, two-wire systems. It provides two independent two- Dimensions: 1.3" (3 302 cm) high x 2 75" (6.985 cm)wide x wire initiating device circuits(IDCs)at two separate,consecutive 0.65"(1.651 cm)deep addresses.It is capable of monitoring normally open contact fire Wire length:6"(15.24 cm)minimum alarm and supervisory devices.The module has a single panel- controlled LED MMF.302(A) Interface Module NOTE: The MDF-300(A)provides two Style B(Class B) IDC cir- cuits ONLY. Style D(Class A) IDC circuits are NOT supported in • Supports compatible two-wire smoke detectors. any application Page 2 of 4—DF-52121 D•01120/2015 MDF-300(A)SPECIFICATIONS NOTE. See installation instructions and refer to the SLC Wiring Normal operating voltage range: 15 to 32 VDC Manual,PN 51309 Maximum current draw:6.4 mA(LED on). Architects'/Engineers' Specifications Average operating current:750 pA(LED flashing). Specifications of these devices and all FireLite products are Maximum IDC wiring resistance: 1,500 Ohms available from FireLite. Maximum IDC Voltage: 11 Volts. Maximum IDC Current:240 NA EOL resistance:47K Ohms. Temperature range:32°to 120°F(00 to 49°C) Humidity range: 10%to 93%(non-condensing). Dimensions: 4.5" (11.43 cm) high x 4" (10 16 cm) wide x 2.125"(5.398 cm)deep. MDF-300(A)AUTOMATIC ADDRESSING The MDF-300(A) automatically assigns itself to two address- able points, starting with the original address. For example, if the MDF-300(A) is set to address "26", then it will automati- cally assign itself to addresses"26"and"27". NOTE. "Ones"addresses on the MDF-300(A)are 0, 2, 4, 6, or 8 only. Terminals 6 and 7 use the first address,and terminals 8 and 9 use the second address. CAUTION: Avoid duplicating addresses on the system Installation MMF-300(A), MMF-302(A), and MDF-300(A) modules mount directly to a standard 4" (10.16 cm)square,2.125" (5.398 cm) deep, electrical box. They may also be mounted to the SMB500 surface-mount box Mounting hardware and installa- tion instructions are provided with each module. All wiring must conform to applicable local codes,ordinances,and regu- lations These modules are intended for power-limited wiring only. The MMF-301(A)module is intended to be wired and mounted without rigid connections inside a standard electrical box. All wiring must conform to applicable local codes,ordinances,and regulations. Agency Listings and Approvals In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status • UL: S2424 • ULC: S2424 • FM Approved • CSFM:7300-0075:0185 • MEA:72-01-E Product Line Information NOTE:`A"suffix indicates ULC-listed model. MMF-300(A):Monitor module. MMF-301(A):Monitor module,miniature. MMF-302(A):Monitor module,two-wire detectors. MDF-300(A): Monitor module, dual,two independent Class B circuits. SM13500:Optional surface-mount backbox. DF-52121 D•01/20/2015—Page 3 of 4 Flre•LIte@ is a registered trademark and LiteSpeedT and FireWatchT are trademarks of Honeywell International Inc ©2015 by Honeywell International Inc.All rights reserved Unauthorized use of this document is strictly prohibited. IS O 9oo1 This document is not intended to be used for installation purposes We try to keep our product information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements 9961NIE111INA&NIANAFACTAAIN6 All specifications are subject to change without notice QUALITY SYSTEMS For more information,contact Fire-Lite Alarms Phone.(800)627-3473,FAX (877)699-4105 www firelde corn Page 4 of 4—DF-52121 D•01/20/2015 �� SYSTEM SENSOR C01224T' anda, C01224TR Carbon Monoxide Mrt Af ' ` `` ;+ �;�•_._.yr :. ` Detectors with RealTest° Technology `~_ The System Sensor C01224T and C01224TR(round) Carbon Monoxide(CO)Detectors use a highly accurate .w and reliable electrochemical sensing cell to provide early warning of dangerous CO levels. Features With RealTest®technology,the CO gas sensing cell used in RealTest®enables a functional test using canned CO the C01224T and,C01224TR CO detectors can be tested using a • CO gas agent,fully meeting the requirements of NFPA 720 2009. • Full compliance with UL 2075 Simply put the detector into RealTest mode,spray a small amount • A code-required trouble relay of CO into the detector per the installation instructions,and within Wiring supervision with SEMS terminals seconds the detector will alarm,indicating successful gas entry (See • the reverse page or the user manual for complete instructions) • A six-year end-of-life timer • 12/24 VDC When dangerous amounts of CO are detected,the C01224T and • A low current draw of 20 mA in standby and 40 mA in alarm C01224TR detectors alert residents by sounding and flashing a ' temp 4 signal alarm With 24/7 central station monitoring,residents • Versatile mounting for-wall and ceiling are guaranteed protection whether they are away from home, Accurate and reliable electrochemical sensing technology sleeping,or already suffering from the effects of CO • Optional CO-PLATE CO Detector Replacement Plate to upgrade- previously installed competitor detectors to the C01224T The C01224T and C01224TR are designed fo'r system operation These detectors are fully listed to UL 2075 and offer a code- required trouble relay to send a sensor failure or end-of-life signal to the control panel and the central station The C01224T and CO1224TR also use SEMS-type terminal Philips head 'screws for, quicker and more positive wiring connections and code-required wiring supervision With a low current draw,these detectors enable more devices to be connected to the panel,limiting the need to purchase extra power supplies or more expensive panels As 12/24 VDC detectors,the C01224T and C01224TR will operate on most industry security and fire alarm control panels Agency Listings LISTED E307195 E304075 C01224T and C01224TR Carbon Monoxide Detector Specifications Carbon monoxide(CO)detector shall be a system-connected System Sensor model number C01224T or C01224TR listed to Underwriters Laboratories UL 2075 for Gas and Vapor Detectors and Sensors The detector shall be equipped with a sounder and a trouble relay The detector's base shall be able to mount to a single-gang electrical box or direct(surface)mount to the wall or ceiling Wiring connections shall be made by means of SEMS screws The detector shall provide dual-color LED indication that blinks to indicate normal standby,alarm,or end-of-life.When the sensor supervision is in a trouble condition,the detector shall send a trouble signal to the panel.When the detector gives a trouble or end-of-life signal,the detector shall be replaced The detector shall provide a means to test CO gas entry into the CO sensing cell The detector shall provide this with a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry The detector shall perform in the detection of CO up to 12,000 feet above sea level and alarm within the time specified by ANSI/UL 2034 for CO concentrations of 70, 150 and 400 parts per million(ppm),as verified by a Nationally Recognized Test Laboratory Operating Voltage 12/24 VDC Audible Signal 85 dB in alarm Standby Current 20 mA Alarm Current 40 mA(75 mA test) Alarm Contact Ratings 0 5 A @ 30 VDC Trouble Contact Ratings 0 5 A @ 30 VDC Size:C01224T Length 5 1 in,Width 3 3 in,Height 1 3 in C01224TR Diameter 6 in,Height 1 3 in Approximate Weight C01224T 7 oz,C01224TR 11 oz Operating Temperature Range 32oF to 104°F(0°C to 40°C) Operating Humidity Range 22 to 90%RH Input Terminals 14 to 22 AWG Mounting Single-gang back box,surface mount to wall or ceiling Operation Modes •. ® Sounder Normal(standby) Blink 1 per minute — — Alarm — Blink in temp 4 pattern Sound in temp 4 pattern RealTest°Feature The System Sensor C01224T and C01224TR Carbon Monoxide Detectors with RealTest enable evaluation of the functionality of the CO sensing cell using a canned CO test agent u4 r v K x n" 3'`""�ww+ P LL w 3.n Push and hold the Test/Hush button for Spray canned CO agent into Verify CO sensing at the two seconds to enter RealTest mode The the detector control panel.The detector will green LED will flash once every second automatically exit RealTest alarm to indicate RealTest mode has started mode after about 20-60 seconds NOTE:Check with local codes and the AHJ to determine if a functional gas test is desired for an installation Hush Feature. Pushing the Test/Hush button will silence the sounder for 5 minutes(except in RealTest mode). Trouble Feature. When the detector is in a trouble condition, it will send a trouble signal to the panel End-of-Life Timer. After the detector's internal sensor has reached the end of its life,a trouble signal will be sent to the panel to indicate it is time to replace the detector An electrochemical CO detector lifespan is L'r'_.4`, $ about six years The detector must be replaced by the date marked on the inside of the product. . CO-PLATE System Sensor also offers the CO-PLATE CO Detector Replacement Plate to cover the footprint(when ;` ':, _• a ri~`':;"` necessary)of previously installed competitive carbon monoxide detectors that require replacement ,, `" •" Ordering Information CO-PLATE C01224T 12/24 volt,4-wire system-monitored carbon monoxide detector with RealTest®Technology C01224TR 12/24 volt,4-wire system-monitored round carbon monoxide detector with RealTest@ Technology CO-PLATE CO detector replacement plate to cover the footprint of previously installed competitive detectors as necessary �/ ','�� 3825 Ohio Avenue a St Charles, IL 60174 ©2012 System Sensor ✓� Phone.800-SENSOR2.Fax 630-377-6495 Product specifications subjecttochange mthoutnotice Visit systemsensorcom SENSORe for current product mformaUC DS7270 the latest version of this data sheet \�Yy �Ahi! www systemsensor com CODS72701•9/15 F007-1309 SINGLE POINT STAND ALONE MONITOR INSTRUMENTS Gas Detection For - PS 2 Model Features • LEL detection available for many gases 2 alarm levels Stand alone system Input voltages: 24 VDC standard, 115 VAC or 48 VDC (optional) w Audible and visual alarms Compact design Simple installation • , AC version equipped with power cord P"l Relay contacts rated 12A @ 115 VAC Low maintenance to '3^t� �'��a ak, 'D�"� .`. s,g ' � _�'�� ".t"v+`ra� • . : . V, : r Mustry Applications Battery storage and charging locations Petrochemical plants Refineries Water &wastewater treatment plants fr' Gas telephone &electric utilities Manufacturing facilities • Steel Automotive HVAC Buildings on landfill A perfect low cost solution for hydrogen detection in battery rooms, or for LEL level detection of a variety of flammable or solvent vapors In general industry. The Model PS 2 Is a multipurpose gas monitor utilizing a MOS (metal oxide sensor) for long lasting and low maintenance detection of LEL levels of many gases or vapors.The PS 2 has two alarm levels for increasing gas or vapor levels. Inquire at the factory for your specific requirement. Each alarm level activates a 12 amp relay inside the unit, and terminals are provided for wiring the relay to activate an external alarm device or some other device such as a ventilation fan. This stand alone unit is housed in a durable plastic enclosure with flanges provided for wall mounting and is designed with easy access wiring hubs on the bottom of the unit. The front of the PS 2 contains three lights; Pilot, Alarm 1, and Alarm 2.An internal audible alarm (85 db) activates in a gas alarm condition, and alarm relays are activated. The standard PS 2 is supplied with the gas sensor located on the end of a 30 foot cable (other cable lengths are also ,available). Power options include 24 VDC as standard, with 115 VAC or 48 VDC versions available, and the AC version comes complete with a 6'power.cord. For use in non hazardous locations only. RKI Instruments,Inc. 33248 Central Ave.Union City,CA 94587 • Phone(510)441 656 • (800)7545165 • Fax(510)441-5650 World Leader In Gas Detection & Sensor Technology www.rkiinstruments.com PS 2 Model Outputs Partial List Of Detectable Gases Relays 12 amp rated contacts for each alarm Many other gases available. Contact RKI for gases not listed Audible 85 db-alarm at 10 cm Ethyl Alcohol C2H5OH Visual Alarm 1: Orange LED Hexane C61-114 Alarm 2: Red LED Hydrogen H2 Environmental Iso-Butane i-C41-110 Operatingo " o o Isopropyl Alcohol (CH3)2CHOH Temp 35'F to 120 F(2 C to 49 C) Methane CH4 - Relative _ Propane C3H3 10-95% RH, non condensing Humidity Physical - Height: 6.85" 174 mm Dimensions Width 6.48" 165 mm Depth 3.30" 84 mm Enclosure ABS plastic, indoor housing Sensors Sensor Types Metal Oxide Semiconductor type(MOS) LEL levels available for many gases. Measuring Typically set to 10% LEL for alarm 1, and Ranges 25% or 30% LEL for alarm 2 (Highest possible setting is 30%LEL). Sensor Sensor is connected to 30' extension cable Connector wired to terminals Inside unit. Cable length can be decreased or increased as needed. Power 115 VDC(standard) 115 VAC or 48 VDC (optional) Warranty One year materials and workmanship Detectable Gases The PS 2 uses a Metal Oxide Semiconductor(MOS)type sensor for the detection of gases and vapors. This MOS sensor is known for its very long life and truly low maintenance requirements. The PS 2 and its MOS sensor effectively respond to a wide variety of hydrocarbons and other gases or vapors. Alarms can be set at LEL levels for flammable gases or vapor warnings. Since the PS 2 sensor is a general hydrocarbon sensor, it is not specific to any particular gas. This instrument will perform best if used in an area where the only gas or vapor present, besides fresh air, is the gas or vapor that you' wish to detect. If used in an area contaminated with many different gases or'vapors; false alarms may occur. Please carefully evaluate the application and the area to ensure that no interfering gases are present. The PS 2 is an effective solution for solvent vapor monitoring around processes, hydrogen monitoring in battery rooms, natural gas detection in basements around landfills, and many others: Please consult the factory for prac- tical alarm points for your application. Highest practical LEL alarm point is 30% LEL. *Specifications subject to change without notice. Authorized Distributor: INSTRUMENTS Toll Free. (800)754-5165•Phone' (510)441-5656 Fax:(510)441-5650•www.rkiinstruments.com " SYSTEM : 1`L �40 SENSOR ,- Selectable Output Horns, Strobes, and Horn/Strobes m ` : . SpectrAlert®Advance selectable-output horns,strobes, and horn/strobes are rich with features guaranteed to j� cut installation times and maximize profits. SPECTIpQ QUCrt The SpectrAlert Advance series of notification appliances is Features designed to simplify installations,with features such as plug in .Electrically compatible with existing SpectrAlert products designs,instant feedback messages to ensure correct installation of individual devices,and 11 field-selectable candela settings for wall "Automatic selection of 12-or 24-volt operation at 15 and 15/75 and ceding strobes and horn/strobes candela Plug-in design When installing Advance products,first attach a universal mounting •Field selectable candela settings on wall and ceiling units 15,15/75, plate to a four-inch square,four-inch octagon or double-gang 30,75,95,110,115,135,150,177,185 function box The two-wire mounting plate attaches to a single-gang .Same mounting plate for wall-and ceiling-mount units junction box •Shorting spring on mounting plate for continuity check before Next,connect the notification appliance circuit wiring to the SEMS' installation terminals on the mounting plate •Tamper resistant construction •Outdoor wall and ceiling products rated from—407 to 151"F Finally,attach the horn,strobe or horn/strobe to the mounting plate .Design allows minimal intrusion into the back box by inserting the product's tabs in the mounting plate's grooves The .Horn rated at 88+dbA at 16 volts device will rotate into position,locking the product's pins into the mounting plate's terminals.The device will temporarily hold in place Rotary switch for horn tone and three volume selections with a catch until it is secured with a captured mounting screw •Outdoor products UL listed to UL 1638(strobe)and UL464(horn) outdoor requirements The SpectrAlert Advance series includes outdoor notification Outdoor products NEMA 4X rated appliances Outdoor strobes and horn/strobes(two wire and four .Compatible with MDL sync module wire)are available for wall or ceiling Outdoor horns are available for wall only All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or dry applications. Agency Listings SIGNALING 7125-1653186(Indoor strobes) 1�i 7300-1653187(outdoor strobes) U` FM MEA :O_ 7125-1653188(hmehtro LISTED APPROVED oes, approved 7135-1653189(horns,chimes) 54011 3023572 MEA452-05-E 55512 53593 SpectrAlert/Advance Specifications General SpectrAlert Advance horns,strobes and horn/strobes shall mount to a standard 4 x 4 x 1'/2-inch back box,4-inch octagon back box or double-gang back box Two-wire products shall also mount to a single-gang 2 x 4 x 1'/s-inch back box A universal mounting plate shall be used for mounting ceiling and wall products The notification appliance circuit wiring shall terminate at the universal mounting plate Also,SpectrAlert Advance products,when used with the Sync-Circuit-Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts When used with the Sync-Circuit Module,12-volt rated notification appliance circuit outputs shall operate between nine and 17 S volts,24-volt rated notification appliance circuit outputs shall operate between 17 and 33 volts Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC,or full-wave rectified,unfiltered power supply Strobes and horn/strobes shall have field-selectable candela settings including 15,15/75,30, 75,95,110,115,135,150,177,185 Strobe The strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and shall be approved for fire protective service The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system Horn/Strobe Combination The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service The horn/strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range The strobe light shall consist of a xenon flash tube and associated lens/reflector system The horn shall have three audibility options and an option to switch between a temporal three-pattern and a non-temporal(continuous) pattern These options are set by a multiple position switch On four-wire products,the strobe shall be powered independently of the sounder The horn on horn/strobe models shall operate on a coded or non-coded power supply. Outdoor Products SpectrAlert Advance outdoor horns,strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit The products shall be listed for use with a System Sensor outdoor/weatherproof back box with half inch and three-fourths inch conduit entries Synchronization Module The module shall be a System Sensor Sync-Circuit model MDL listed to UL 464 and shall be approved for fire protective service The module shall synchronize SpectrAlert strobes at 1 Hz and horns at temporal three Also,while operating the strobes,the module shall silence the horns on horn/strobe models over a single pair of wires The module shall mount to a 4"/16 x 411/6 x 2'/8-inch back box The module shall also control two Style Y(class B)circuits or one Style Z (class A)circuit The module shall synchronize multiple zones Daisy chaining two or more synchronization modules together will synchronize all the zones they control The module shall not operate on a coded power supply Physi��af/Electrical Specifications Standard Operating Temperature 32°F to 120°F(0°C to 49°Q K Series Operating Temperature -40°F to 151'F(-40°C to 66°C) Humidity Range 10 to 93%non-condensing(indoor products) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12DC/FWR or regulated 24DC/FWRI Operating Voltage Range' 8 to 17.5 V(12V nominal)or 16 to 33 V(24 nominal) Input terminal wire gauge 12 to 18 AWG Ceiling mount dimensions(including lens) 6 8-diameter x 2 5"high(173 mm diameter x 64 mm high) Wall mount dimensions(including lens) 5 61 x 4 7'W x 2 5"D(142 mm L x 119 mm W x 64 mm D) Horn dimensions 5 61 x 4 7"W x 1 3"D(142 mm L x 119 mm W x 33 mm D) Wall-mount back box skirt dimensions(BBS-2,BBSW-2) 5 9"L x 5 0'W x 2 2"D(151 mm L x 128 mm W x 56 mm D) Ceiling-mount back box skirt dimensions(BBSC-2,BBSCW-2) 71"diameter x 2 25-high(180 mm diameter x 57 mm high) Wall-mount weatherproof back box dimensions(SA-WBB) 5 71 x 51-W x 2 0"D(145 mm L x 130 mm W x 51 mm D) Ceiling-mount weatherproof back box dimensions(SA-WBBC) 71"diameter x 2 0"high(180 mm diameter x 51 mm high) Notes: 1 Full Wave Rectified(FWR)voltage is a non-regulated,time varying power source that is used on some power supply and panel outputs 2 P,S,PC,and SC products will operate at 12V nominal only for 15 and 15/75 cd A05-0395-004 UL Current Draw Data UL Max.Strobe Current,Draw(rnA'RMS) int Draw(rnA RMS), QL Max.,Horn Curre 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR Standard 15* 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75* 142 148 77 81 Temporal Medium 44 49 58 69 30* NA NA 94 96 Temporal Low 38 44 44 48 75* NA NA 158 153 Non-temporal High 57 56 69 75 95* NA NA 181 176 Non-temporal Medium 42 50 60 69 110 NA NA 202 195 Non-temporal Low 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Range 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 251 185 NA NA 286 258 UL Max.Current'Draw(mA RMS),2-wire Horn/Strobe,Standard Candela Range(15-1 15cd) 8-17.5 Volts 16-33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non-temporal High 141 152 91 100 116 176 201 221 229 Non-temporal Medium 133 145 75 85 102 163 187 207 216 Non-temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non-temporal High 142 161 103 112 126 181 203 221 229 Non-temporal Medium 134 155 85 95 110 166 189 208 216 Non-temporal Low 132 154 80 90 105 161 184 202 211 UL Max.-Current Diaw,(mA RMS),2�wire Hdin/Strob e,Hi gh Candela Range(135-185,cd) 16-33 Volts 16-33 Volts DC Input 135 150 177 185 FWR Input 135 150 177 185 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non-temporal High 255 270 303 309 Non-temporal High 233 248 275 281 Non-temporal Medium 242 259 293 299 Non-temporal Medium 219 232 262 267 Non-temporal Low 238 254 291 295 Non-temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures,listed candela Hornand Horn/St ,- , utp tit(619A) ratings must be reduced in accordance with this table 24 Volt Nominal Strobe Outj�ut(cd) 8-17.5 16-33 Switch Volts Volts Reverberant Anechoic Listed Candela Candela rating at-40°F Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 15 1 Temporal High 78 78 84 84 88 88 99 98 15/75 Do not use below 32°F 2 Temporal Medium 74 74 80 80 86 86 96 96 30 3 Temporal Low 71 73 76 76 83 80 94 89 75 44 4 Non-temporal High 82 82 88 88 93 92 100 100 95 70 5 Non-temporal Medium 78 78 85 85 90 90 98 98 110 110 6 Non-temporal Low 75 75 81 81 88 84 96 92 115 115 7t Coded High 82 82 88 88 93 92 101 101 135 135 8t Coded Medium 78 78 85 85 90 90 97 98 150 150 9t Coded Low 75 75 81 81 88 85 96 92 177 177 'Settings 7,8,and 9 are not available on 2-wire horn/strobe 185 185 A05-0395-004 SpectrAlert Advance Dimensions 4 7' 2 5" _ 6 8' Dia ® 2 5' 56- Wall-mount 6-Wall-mount horn/strobes Ceiling-mount horn/strobes PPo � 2 25+7 1" o o 2 0Y/" o o D7. a 5.05 2.23:+ Dia ` O 21 '0 " d4 5M 5 7" o o o ® o O O O O O Q �i---5 1'—� Wall back box skirt Ceiling back box skirt Wall weatherproof back box Ceiling weatherproof back box SpectrAlert Advance Ordering Information Mod�l Description Model Description Wall Horn/Strobes Ceiling Horn/Strobes(contd.) P2R*t 2-wire Horn/Strobe,Standard cdt,Red PC2W*t 2-wire Horn/Strobe,Standard cd,White P2RH* 2-wire Horn/Strobe,High cd,Red PC2WH*1 2-wire Horn/Strobe,High cd,White P2RK* 2-wire Horn/Strobe,Standard cd,Red,Outdoor PC4R 4-wire Horn/Strobe,Standard cd,Red P2RHK° 2-wire Horn/Strobe,High cd,Red,Outdoor PC4RH 4-wire Horn/Strobe,High cd,Red P2W* 2-wire Horn/Strobe,Standard cd,White PC4RK 4-wire Horn/Strobe,Standard cd,Red,Outdoor P2WH* 2-wire Horn/Strobe,High cd,White PC4RHK' 4-wire Horn/Strobe,High cd,Red,Outdoor P4R* 4-wire Horn/Strobe,Standard cd,Red PC4W 4-wire Horn/Strobe,Standard cd,White P4RH* 4-wire Horn/Strobe,High cd,Red PC4WH 4-wire Horn/Strobe,High cd,White PORK` 4-wire Horn/Strobe,Standard cd,Red,Outdoor Ceiling Strobes P4RHK° 4-wire Horn/Strobe,High cd,Red,Outdoor SCR* Strobe,Standard cd,Red P4W* 4-wire Horn/Strobe,Standard cd,White SCRH* Strobe,High cd,Red P4WH* 4-wire Horn/Strobe,High cd,White SCRP Strobe,Standard cd,Red,Outdoor Wall Strobes SCRHK° Strobe,High cd,Red,Outdoor SR*' Strobe,Standard cd,Red SCW*t Strobe,Standard cd,White SRH*t Strobe,High cd,Red SCWH*t Strobe,High cd,White SRI° Strobe,Standard cd,Red,Outdoor Horns SRHK Strobe,High cd,Red,Outdoor HR Horn,Red SW* Strobe,Standard cd,White HRK° Horn,Red,Outdoor SWH* Strobe,High cd,White HW Horn,White Ceiling Horn/Strobes Accessories PC2R* 2-wire Horn/Strobe,Standard cd,Red BBS-2 Back Box Skirt,Wall,Red PC2RH* 2-wire Horn/Strobe,High cd,Red BBSW-2 Back Box Skirt,Wall,White PC2RK' 2-wire Horn/Strobe,Standard cd,Red,Outdoor BBSC-2 Back Box Skirt,Ceiling,Red PC2RHK° 2-wire Horn/Strobe,High cd,Red,Outdoor BBSCW-2 Back Box Skirt,Ceiling,White Notes: *Add'-P"to model number for plain housing(no"FIRE"marking on cover),e g,P2R-P t Add"-SP"to model number for"FUEGO"marking on cover,e g,P2R-SP *"Standard cd"refers to strobes that include 15,15/75,30,75,95,110,and 115 candela settings`High cd°refers to strobes that include 135,150,177,and 185 candela settings All outdoor units ending in"K"include a weatherproof back box ❑Add"-R'tomodell number for weatherproof replacement device(no back box included) "STEM C/ A ®200a System Sensor 3825 Ohio Avenue•St Charles,IL 60174 Produaspmficationssub)eatochangevnthoutnonceNsrtsystemsmsorcomfa current producunformation,andudIng the latest version othis data sheet SENSOR" Phone 800-SENSOR2•Fax 630-377-6495 A05-0395-004 7/0a 61760 SHEET INDEX BU I LD I NC DATA - MAIN BU I LD I NO BU I LD I NC DATA - VINEOAR BU I LD I NO PLUMBING CALCULATIONS FOR VINEGAR BUILDING F-I OCCUPANCY): 12 TOTAL OCCUPANTS A-1 COVER SHEET, GENERAL NOTED AND E6RE55 PLANS BUILDING OGGUPANGY / USE B BUSINESS / F-1 MODERATE HAZARD BUILDING OGGUPANGY / USE F-I MODERATE HAZARD 6 OCCUPANTS PER SEX A-2 51TE LOCATION PLAN GONSTRUGTION GLASSIFIGATION: _ TYPE IIB (SM) GONSTRUGTION GLASSIFIGATION: SEPARATE FACILITIES NOT REQUIRED (LESS THAN IS TOTAL OCCUPANTS) A-3 51TE PLAN, CALCULATIONS 4 DETAILS MAXIMUM ALLOWABLE HEIGHT: TYPE IIB (SM) 75'-O" / (3) STORIES MAXIMUM ALLOWABLE HEIGHT: 55'-0" / (3) STORIES A-4 PHOTOMETRIC SITE PLAN, CALCULATIONS DETAILS MAXIMUM ALLOWABLE AREA: B BUSINESS 61,000 S\r. / F-I MODERATE HAZARD 46,500 S.F. MAXIMUM ALLOWABLE AREA: 12,000 S.F. I UNISEX TOILET PROVIDED I UNISEX LAVATORY PROVIDED A-5 FIRST FLOOR DEMOLITION / CONI5TRUC7ION PLAN - VINEGAR BUILDING 4 MAIN BUILDING PART B AUTOMATIC FIRE SPRINKLERS PROVIDED: TOILET ROOM is ICC/ANSI 2001 EDITION COMPLIANT _ (EXISTING SPRINKLERS TO REMAIN / BE MODIFIED) AUTOMATIC FIRE SPRINKLERS PROVIDED- NO A-6 FIRST FLOOR DEMOLITION / 0014STRUCTION PLAN - MAIN BUILDING PART A MAXIMUM AREA INGREASE PER IBG 506: NOT REQUIRED MAXIMUM AREA INGREASE PER IBG 506 N/A SERVICE SINK = I REQUIRED, I PROVIDED A-7 SECOND FLOOR DEMOLITION / GON5TRUGTION PLAN - MAIN BUILDING ACTUAL BUILDING HEIGHT : - +/- 38'-10" / (2) STORIES ACTUAL BUILDING HEIGHT : +/- 17'-q" / (1) STORIES DRINKING FOUNTAIN / BOTTLE WATER DISPENSERS: A-g REFLECTED CEILING PLAN - VINEGAR BUILDING, MAIN BUILDING PART B ACTUAL AREA OF BUILDING _ IST FLR: 24,261 S.F. / 2ND FLR: 4,272 S.F. / TOTAL: 28,541 S.F. ACTUALAREA OF BUILDING 2,25-1 S.F. I PER 400 (HALF OF REQUIREMENT CAN BE BOTTLE WATER DISPENSERS) A-q FIRST FLOOR REFLECTED CEILING PLAN - MAIN BUILDING PART A - 400 OCCUPANTS / 12 = I UNITS REQUIRED^ A-10 SECOND FLOOR REFLECTED CEIILING PLAN - MAIN BUILDING PART A DCS ICN LOADS PER TABLE 1607.1 1 DRINKING FOUNTAIN PROVIDED A-II DOOR 5CHEDULE, WINDOW 5CHEI2ULE, WALL TYPES 4 PLUMBING RISERS OFFIGE AREAS PLUMBING CALCULATIONS FOR MAIN BVILDIN& B F-I OCCUPANCY . »,o --------- _ _ - _ �,----- --- , CSR Sj G,�LGUL TIONS: LIVE LOAD: = 50 LBS./5F 12°1 TOTAL OCCUPANTS C ENERAL NOTES - I AREA: +/- 4,272 S.F. DEAD LOAD: = 10 LBS./SF I BUILDING TYPE: IIB 65 OCCUPANTS PER 5EX TOTAL DESIGN LOAD: = 60 LBS;•/SF i ALLOWABLE AREA 8 HEIGHT: I. GENERAL GONTRAGTOR TO FIELD GHEGK ALL EXISTING - I (F-1) OCCUPANCY: 46,500 / 3 STORIES (75') GONDITIONS BEFORE GOMMENGINO WORK. CORRIDORS I SPRINKLERS: YES SEPARATE FACILITIES REQUIRED SINGLE OCCUPANCY: YES OCCUPANCY: (F-1) MODERATE HAZARD 2. GENERAL CONTRAGTOR SHALL COORDINATE ALL ARGHITEGTURAL, LIVE LOAD: = 80 LBS./SF I FLOOR AREA PER OCCUPANT: STRUCTURAL, PLUMBING � MEGHANIGAL WORK. DEAD LOAD: = 10 LBS./SF ' Y. 500 S.F. GROSS WAREHOUSE MEN'S 4 WOMEN'S TOILETS: I 4,2'12 S.F. / 500 S.F. = q TOTAL OCCUPANTS 3. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL BUILDING TOTAL DESIGN LOAD: = q0 LB5,/5F NOTE: INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER COMPONENTS I PER 25 FOR THE FIRST 50 AND I PER 50 FOR THE REMAINDER EXCEEDING 50 [:-1_� GODS 2015 � LOCAL GODE5 / oRDINANGES HAVING JURI5DIGTION. _ ALL EXISTING - q X .2 = 1.8" REQUIRED / q X .I5 = 1.35" REQUIRED ROOF [ �- -----�-- - --- I I I�l I l Il S4�ANGEAVEL NUMBER S EXITS: 2 (2 TOILETS REQUIRED) OFFICE SPACE - -�1111LL11u 52 WIDE STAIRS PROVIDED / (2) - 36 DOORS PROVIDED 4. GENERAL GONTRAGTOR TO BE RESPONSIBLE FOR ANY DAMAGE To BE CONVERTED TOTAL REQUIRED FIXTURE COUNT: (2 TOILETS REQUIRED FOR EACH SEX) TO STORAGE WITH NO 54-,W' ALLOWABLE TRAVEL DISTANCE. 250 O SUSTAINED TO EXISTING BUILDINGS, PLANTINGS, ETG. DURING LIVE LOAD (SNOW): = 30 LBc.-/SF MODIFICATIONS TO I ACTUAL TRAVEL DISTANCE: 64'-a" ACTUAL FIXTURE COUNT: (2 TOILETS PROVIDED FOR EACH SEX + 1 UNISEX) GONSTRUGTION. DEAD LOAD: = 10 LB5./5F EXI5TIN6 FLOOR PLAN I DOOR SEPARATION DISTANCE: q3'-O" / 3 = 31'-0" REQUIRED (47'-O" PROVIDED) GONGRETE � MASONRY: - I MISGELLANEOUS: = 10 LBS./SF --_I I. CONCRETE SHALL BE MIXED AND PLAGED IN AGGORDANGE WITH c- MENSWOMEN'S LAVATORIES: TOTAL DESIGN LOAD: = 50 LB.,,/SF THE LATEST A.G.I. 5PEGS. FG=30'00 P.5.1. MIN. AT 28 DAY TEST. - I I PER 40 FOR THE FIRST 80 AND I PER 80 FOR THE REMAINDER EXCEEDING 50 (A.G.1. 315-63) WALL _ (2 LAVATORIES REQUIRED) 2• ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL WIND LOAD: = 30 LBS./SF TOTAL , - - - - - - - - - ` - - TOTAL REQUIRED LAVATORIES: ( I LAVATORIES REQUIRED PER SEX) BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. BEARING - TRAVEL J-l- .'--_-_ ON 2 TONS PER 50. FT. DISTANCE: 11=� ---_ _ L - - ACTUAL FIXTURE COUNT: (2 LAVATORIES PROVIDED FOR EACH SEX + I UNISEX) 64-b 3. NO GONGRETE SHALL BE PLAGED ON FROZEN GROUND, GONGRETE PLAGED IN WINTER TO BE PROTEGTED IN AGGORDANGE WITH - -- ---- ALL NEN TOILET ROOMS ARE ICC/ANSI 2 u001 EDITION COMPNT STANDARD GONSTRUGTION PRACTIGES. EXISTING TOILETS TO REMAIN MOST 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE G-ci0. �, I �, I REMOTE ISI, POINT SERVICE SINK = I P.EQUIRED, I PROVIDED 5. ALL MASONRY WALLS SHALL BE REINFORCED WITH "I -O-WALL" I REINFORGINO EVERY OTHER COURSE, GONTINUOUS TYPE, UNLESSI �, I � I I �, I SCALE: 1/16"=1'-O" OTHERWISE NOTED. Irl I� DRINKING FOUNTAIN / BOTTLE WATER DISPENSERS: 6. REINFORCING STEEL TO BE NEW BILLET STEEL INTERMEDIATE I PER 100 (HALF OF REQUIREMENT CAN BE BOTTLE WATER DISPENSERS) GRADE GONFORMING TO A.5.T.M. A 305-DEFORMED BARS. 100 OCCUPANTS / 138 = 2 UNITS REQUIRED 7. ALL REINFORGINO TO BE HELD IN DESIGN LOCATION BY MEANS I DRINKING FOUNTAINd PROVIDED + I DISPENSER OF APPROVED DEVIGES. 8. NO BAGKFILL SHALL BE PLAGED AGAINST FOUNDATION WALLS EGRESS GAL.GUL.ATIONS: UNTIL SUPPORTING FLOORS OR TEMPORARY BRAGING HAS BEEN AREA: +/- 23,251 S.F. GON5TRUGTED. BUILDING TYPE: IIB ALLOWABLE AREA 4 HEIGHT: TOTAL TRAVEL q. WALLS TO BE PROPERLY BRACED UNTIL SUPPORTING FLOORS ORG�618AN0Y 6�E�( :) DISTANCE: q7'-8" ROOF TRUSSES HAVE BEEN GON5TRUGTED. (:(�r--2�1) OGGUPANCY: 46,500 / 3 STORIES (75') ___--_. -. _ I 10. GONGRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH LE OCCUIBIRPANCY: AN SINGLE OCCUPANCY: NO TO BE STEEL TROWELED. OCCUPANCY: (B) BUSINESS (F-I) MODERATE HAZARD Ew `--- I ,: FLOOR AREA PER OCCUPAN LLB I NEW 11. ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES. 500 S.F. GROSS WAREHOUSE / loo S.F. GRo55 BUSINESS / 100 S.F. INDUSTRIAL r) STILL (6,452 S.F. / 100 = 65) + (14,101 S.F. / 500 S.F. = 28) + (2,611 S.F. / 100 = 27) = f I AREA 12. PROVIDE MASONRY ANCHORS AT THE END OF ALL BRIDGING LINES. 120 TOTAL OCCUPANTS I.-� INCHES PER OCCUPANT: .2" FOR STAIRS / .15 FOR ALL OTHER COMPONENTS NEW STRUCTURAL: 120 X .2 = 24" REQUIRED / 120 X .15 = IS" REQUIRED BOILER ', _ 52" WIDE STAIRS PROVIDED / (4) - 36" DOORS PROVIDED ROOM i I I. ALL STEEL HAS BEEN DESIGNED AND SHALL BE FABRICATED NUMBER OF EXITS: 4 N V]•x I NVX'% NLYN Nl?x L ALLOWABLE TRAVEL DISTANCE: 250'-O" I +x ,ax ,e•x „•x - DETAILED AND EREGTED IN AGCORDANGE WITH THE LATEST A.I.5.G. -` ACTUAL TRAVEL DISTANCE: N"""J N� Ny:«" - SPEGIFIGATIONS. DOOR SEPARATION DISTANCE: 240-3" / 3 = 80'-I" REQUIRED (-10'-4" PROVIDED) j ----------------------`---------- 2. ALL STEEL TO BE A-36 AND 5i 4ALL RECEIVE ONE SHOP GOAT _� � ' L I �_ _ NEW PHO PROPO NEN SED \ OF RUST INHIBITIVE PAINT. I I I o I MENS Yq0MEN5 STAGING AREA t- nrov x - ' I . . H.C.EXISTINGTOTAL TRAVEL TOILET 3. CONNECTIONS SHALL DEVELOP FULL STRENGTH OF MEMBERS. _ i;: DISTANCE: 151'-'1" �__= I o °STORAGE c ms 4. MASONRY ANCHORS SHALL BE PROVIDED AT ALL WALLS, COLUMNS, ( K_'_� I RACK :=j CHILLER d ° p, J SPANDRELS AND AT ENDS OF ALL BRIDGING LINES. EXI5TIN6 �_`= i �___� I TREMAIN Z om ___; PUMP TANK -nom EA 5. ALL OPEN WEB STEEL JOI STS SHALL MEET OR EXGEED THE _ z' _ 5T RAGE STANDARDS SET BY THE STEEL JOIST INSTITUTE. -' REMAIN ° ° _________--.at____________1--s________________n_______________n___________---a_-___--____ L 6. ALL STEEL RESTING ON MASONRY WALLS TO HAVE BEARING PLATES. 7. ALL LINTELS TO BEAR A MINIMUM OF 7" EACH END. - _ _ - _ _ _ _ _ _ _ EXISTING �_ I ^�^ - NEW NEW NEw �� GRAIN 8. ALL SHOP GONNEGTIONS TO BE WELDED. FIELD GONNEGTIONS _ _ STORAGE -z- _ FERMENTATION AREA I HLT E GLT MASH TUN COFFEE TO BE WELDED OR BOLTED WITH 3/4" BOLTS. _ _ _ AREA AREA AREA ^` EXIST. EX15TING STORAGE L REMAIN --_�� I �,,, (23 u ,l .__I TO R. TOILET lu MISCELLANEOUS: ` NEW REMAIN�__ MAIN REMAIN _'- FRUIT _ � _ _ -____�_ EXISTINC-a I ON5 ARE INSTRUMENTS OF PREP I � MECH• I. THESE DRAWINGS AND 5PEGIFIG,AT I To I SERVICE AND SHALL REMAIN THIS PROPERTY OF THE ARGHITEG-I '-�- _ Ai`EA _ o o ° ° 0 0 0 0 0 o ° o o �� REMAIN WHETHER THE PROJEGT FOR WHICH THEY ARE MADE IS EXEGUTED MosT-� N OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXGEPT �� - REMOTE BY WRITTEN AUTHORIZATION ON THE ARCHITECT. POINT D ��0 \v/ 2. THE ARCH I TELT AGGEPT5 NO RE5PON51 BI L I TY FOR WORK NOTI �J" F L A N == MAIN B IJI L D I N O GONSTRUGTED AGGORDINO TO THESE PLANS OR NOT UNDER HIS - SCALE: 1/16"=1'-O" JUN ` 5 PERSONAL SUPERVISION. 2017 3. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND ROOFS/CEILINGS AND BETWEEN hIALL ]BUR-DWG D T,,pT. PANELS, OPENINGS AT PENETRATIONS OF UTILITY 5ERVIGE5 THRJ TGlVNOFSOUTHO D WALLS, FLOORS, AND ROOFS, AND ALL OTHER 5UGH OPENINGS IN THE BUILDING ENVELOPE SHALL BE C�ASKETED, CAULKED, I�� WEATHERSTRIPPED OR OTHERH15E SEALED. E6RE55 CALCULATIONS: qL 4. HEATING DE51ON IS BASED ON 6000 DEGREE DAYS 10° F r - - - - -1 AREA: +/- 2,257 S.F. OUTSIDE DE5ION TEMP. 70° F INSIDE DESIGN TEMP. MOST BUILDING TYPE: IIIB REMOTE ALLOWABLE AREA 3 HEIGH 12,000 S.F. / 2 STORIES (559 PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GAT I ON 15 BASED ENEROY CODE NOTE: POINT - i SPRINKLERS: NOT REQUIRED ON PLANS AND SOLELY EOR THE PURPOSE OF OBTAINING A 1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL '' ' OCCUPANCY:PF- MODERATE HAA o Cu AN BU I LD I NC PERMIT. I N ORDER TO GOMPLY NI TH TOWN GUI DELI NES ( ) HAZARD G P cY ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN JUDGMENT, THESE PLANS ARE IN COMPLIANCE WITH THE I INTERNATIONAL ENERO'Y GONSERVATION GON5TRUGTION CODE 100 S.F. GROSS INDUSTRIAL / 50C S.F. 6R055 WAREHOUSE A GERTIFIGATE OF OGGUPANGY +1- l-14 S.F. / 100 S.F. = 8 + +/- 1,513 5.F. / 500 = 4 (12 TOTAL OCCUPANTS) 7 TOTAL TRAVEL INCHES PER OCCUPANT: .3" FOR STAIRS / .2 FOR ALL OTHER COMPONENTS PROPOSED INTERIOR RENOVATION FOR m❑❑�� DISTANCE: 14'-0" 12 X .2 = 2.4" REQUIRED o�sH e�iot=a" - - �" - ! - - - _ �ScE° '° �y,. M�TGHBOOK D I STI J_L I NG GOMF',�NY LLG - - (I) - 36 DOORS REQUIRED NUMBER OF EXITS- I �tiC� R� lr 230 GORHIN STREET &REENPORT N.Y. 11444 -=-= _ =-u- --u--- -u---- -z--- -- - .� APPROVE[ Bl'. ALLOWABLE TRAVEL DISTANCE: 200'-O" SCALE, AS NOTED oRAHN BY:RK ACTUAL TRAVEL DISTANCE: 61'-4" `r s,iia l / pAf�= 06-20-16 RevISE�BY : DOOR SEPARATION DISTANCE: N/A - I EXIT F I RST FL00R EGRESS PLAN _ , r '. Rpber� J. Gruber -� Architect SCALE: I/I6 I -O �I 416 Ex re55No Drive '5o. Medford, N.Y. 11163 (631) 654-4a4q \ / I '�E�A IR q� U I L D I '{,• 1( 5��, w X371 V INC NUMBER: ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBIMITTED TO PLANNING 11.01.16 RESUBMITTED TO PLANNING 01.03.1'1 RESUBMITTED FOR PERMIT 04.11.17 \X/ }�-`/, I\`41 T�' COVER SHEET� NOTES ISSUED TO PLANNING 01,15.16 RESUBMITTED TO PLANNING 11,18.16 RESUBMITTED TO PLANNING 03.06,1-1REVISED PER TOWN 06.01.1-7 �� Nt�1 I O- .m�.w� EGRESS DIAGRAMS a CALCULATIONS joF X16-071 K p V IRT ACNES i, CHURCH ° 21 r"Wo I II_\ A , inti? 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FLINT STREET � I J - V1�- RF:S I DENT I AL m USE ---r .,� NOTE : SIDNTIL ' R� woo III ALL INFORMATION USE -a 000 ' SURROUND I NC:7 SUDJEGT SITE 15 AFFF,'OXI MT AND 15 ------------ NET STREET NOT GUARANTEED ON ITS EETEXACT L•OGATION OR SIZE INFORMATION TA<EN FROM GOOGL.E EARTH ON 10/12/16 _ „ t SRO VN STFEET VV t �=N STREET_- -- - -- PROPOSED INTERIOR RENOVATION FOR fo MATGHDOO< D I STILLING GOMPAN"r LLG \� .x 230 GO"114 STREET 6REENPORT N.Y. 11944 a� �® �� 5GALE, AS NOTED APPROVED BY, DRAWN 13y,RK SITE LOBATION PLAN �O � _ ~., �' DATE, 06-20-16 ... REVISED BY SCALE: 1"=80'-O" 1 ` Robert J. Gruber Architect 416 Expro55Hay Drive 5o. Medford, N.Y. 11165 (651) 654-4g4q 15SUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.I6IRE5UBMITTED TO PLANNING 01.03.11 IRESUBMITTED FOR PERMIT 04.11.11 STSr��^ �,:1 �0��' 51TE LOCATION PLAN 2G 155UW TO PLANNING 01.15.16 RESUBMITTED TO PLANNING IIM5.16 RE5UBMITTED TO PLANNIN6_03.06 17 REVISED PER TOWN 06.01.1 OF Pv``�! IC-071 - .�..., toe, � CORWIN STREET ( 505 ) PROVIDE NEW 2" CALIPER INV EL:8.24' %X DROUGHT TOLERANT EXISTING MANHOLE EXISTING MANHOLE DECIDUOUS TREES 40'-O" O.G. - -EXISTING 8" DIA_PIPE (ISD-O") --- INV EL:1.01' EXIST. GRASS AREA - ------ EXISTING WATER EXIST. FENGE PROVIDE NEW 4'-0" TYPIGAL REMOVE EXISTING ----- \ EXISTING SEWER MAIN TO REMAIN TO BE MAINTAINED MAIN TO REMAIN TO 7 REMAIN V/ HIGH DECORATIVE CURB GUT --(�- - - ---- -- -- - - ---- - - - - ---- --- -- - - ------ -- FENCE CURB CIT 4 RE-V \ - - ----- ----- SSSS WATER WATER WATER WATER WATER WATER - WATER WATER _ WATER EXISTING WATER MAIN TO REMAIN � AREA -- WATER ----- WATER --- WATER ---- WATER ------ WATER - WATER WATER - --- WATER - WATER - - WATER --- WATER - WATER WATER WATER WATER WATER - lF NEW ----� \. NEW 1500 GALLON -- - -- / WATER ------ --- -- --- ----- ----- o��ST UNDERGROUND -- - - ^-�- -�- - - �-� »- - ____-- WATER - - WATER WATER --- WATER WA =R - T 'y N NEN NEW 30 DEG. MAX BEND v WATER - WATER - � o � \ PROPANE TANK -'--"�-°-- - - WATER a_ -�' -\�� • AT SOIL LINE NEW MANHOLE � NEW � NEW � NEW BENCH � BIKE RACK NEW f FIRE HYDRANTNEN \ NT y cr� - - - NEW NEW NEW �. ►J 88'38 2 2 1� \ - �� -°-° � TO REMAIN GRA55 AREA NE p - - -- -- _ -- W _ �^ - _ TO BE MAINTAINED I C0) 1 TREE EXIST. GRASS AREA I, o O2 i-- -� \\ TO BE MAINTAINED 6 / �3 �-_--- - '�- EXISTING 1 N O / I ��- _ ----------- - --------------- ToEXISTING i\�� Q" -- -'--- - - - ; - - _ 0 825 . 84 Iq.q � REMAIN NEW HOUSE TRAP '� �----- - ,'� � LOppING -F- � � , ,,\ m MANHOLE ----- ----- - INV EL: \ V / ; m ----_ ---- 121.25' BERTH �,�� _ ----- - ,' ----- (? AlTO REMAIN �" ,,+ ; , O sa ------------ O I EXISTING P-2 EXISTING � !(�� 1 I .i. 9.67' Sq.96' /� r__cV_------ _ t' _ ---- - --- - /) r l _ EXIST. HOUSE TRAP INSTALL NEW DRYWELLS a ; DRYWELLS I STQ�`r I rP-4 DRYWIELLS TO REMAIN a'-O" DIA. X -----------------_--- gg.11' " -- U11-DING - / PIPING ' d PIPING U 0 ' 4-O DEEP � �_ m " WP � ., P-5 ( Ff�QQ I i $ PIPING EXISTING SOIL LINE DRYWELL I WP i , TO REMAIN TO REMAIN O3 t- SSD L` TO REMAIN TO REMAIN cdj \'Y \ i �� u? - I + ' --� I Y i- ��-� Wh 156.41 _ll � C) I Q 6 5.1=, EXISTING; O i I O �^ �jU I��I�� ' I I DRYWELL`., `- EXISTING �" �L^^� �/ 23.5' TO REMAIN ' LOp,DING SF • � �^ I l - I EXISTING 60.04' I BERTH Li �2� lJ OV f \`" I P-4 DRYWELLS i TO I p 4.52 ��X15T1N_ 5T0OQ b N co 4 PIPING WATER I i REMAIN �TQ � `�� O _ N _ rJ- �Q C/ 13 3, TO REMAIN WATER ---_ WA 3 20.06' 1 � 1ST I I NNEN 1500 ARE A: +/ O I � 005 II UNDERGROUNDLON W 26.2' 1 W rE I 1 PROPANE TANK 156.51 1 I AER � � �C� +/ 18 I w s I I I )=X157. GRASS AREA _ NEW WATER MAIN 125.60' 1 I i i TO BE MAINTAIN(-0 I N 652 . 4 STOR7' � O v (�X�S BUILDING I � 101.3►' _ -- 1J ^^ NG STORAGE) I 13a.0b' � � p° �'t, +/.- 7 S, I 2326 N�X15 INC INFORMATION TAKEN FROM ^� 17.6' 0 I = EXIS`1". GRA55 AREA TMO" WIDE X 11'-O" DEEP STALL SURVEYS � 5171- PLANS BY: TO BE MAINTAINED GARRET A. 5TRANG ARCHITECT ' 17.7 34'24' IOq Qq' I INSTALL NEW 6'-O" HIGH MAIN ROAD P.O. BOX 1412 / ry SHED E I �p --' OAD PRIVACY FENGE SOUTHHOLD, N.Y. 11171 Q _ GRASS IL S PER OWNER DATED APRIL 11 I 19.0' / I N TO Bl; MAIN ASA 3' 113 S.If, - TAINED ' � D l a RICHARD P. ARELT ARCHITECT 34.27' L EAST T SETAUKET, N.Y. DATED MAY 2, 1�1a3 O 0 ERXEI5TING FENCE TO REMAIN FEHRINGER SURVEYING PG ©' 10' 2O' ��' q 0' �jO' (01 '�(�' pjQ' qQ' 100 S (g 4- PAIR / REPLACE AS REQ. 200 JACKSON AVENUE 1 . 5EAFORD MN.r. 11'75'7 SITE FLAN DATED MARCH 1 q, 2016 �{, SCALE: I"=20'-O" 12" 12" GENERAL _NOTES: fi� RKINC� GLGULTIONS: L� NO �0 PARKIIIG 1. ALL ELEVATIONS ARE BASED ON NAVD (1168), USG 4 65 DATUM "P°AM - ANYTIME PARKING REQUIREMENTS PER BUILDING: - - - - i 2. THERE ARE NO KNOW NEIGHBORING WELLS WITf TIN 150' OF THE PROPERTY I STORY BUILDING (PROPOSED VINEGAR): L I&HT I NCS I NFOSM _ 6"DIA. 6"DIA. , TION: 3. THERE 15 NO SUR•1`ACE NATER OR WETLANDS WITHIN 300' Or THE PROPERTY +/- 2,257 S.F. GONG _z Z MANUFACTURER: LITHONIA LIGHTING ": ;,,:gym.•, ,'. .. ,' s X' _ MODEL: NST LED PI 50K VW MVOLT I SPACE PER 500 S.F. Q GONG. POST POST .. ' : 4. THE GONTRAGTOP, 15 SPECfFIGALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATIONS OP +/- 2,25'1 / SOO = 4.5 SPACES = _ _ _ SYMBOL: EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON RECORDS OF THE VARIOUS UTILITY GOMPANIE5 AND WH %..G<w� ERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION 15 NOT TO I STORY BUILDING (EXISTING STORAGE): I. ALL NEW LIGHTING TO BE DARK SKY COMPLIANT " €r fis i w 9' BE RELIED ON AS EMNG EXACT OR COMPLETE. THE CONTRACTOR MUST GALL THE APPROPRIATE AREA: +/- 5 17 S.F. w " � 2. ALL NEW LIGHTING TO BE INSTALLED BY Y UTILITY COMPANY A QUEST EXACT FIELD LOCATION I SPACE PER 1000 5.f ,;�;:,,: ' `:•;, '•Ia-,t ,•.:.;,p',.-', ,,: •" `�`°�;: .: �<'', ,.,�;..,' �,.r ,; Y LEAST 4a HOURS BEFORE ANY EXCAVATION TO RE LICENSED CONTRACTORS 4 BE COORDINATED ,�'/ LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING +/- 5,2q-1 / 1,000 = 5.3 SPACES :;,,, a��t ��•� :;�r��..w� :� �,�. F 1 �t�R.> °� o �• �F � �` ,�; OF UTILITIES. IT SHA ELECTRICAL ENGINEER HANDICAP PARKINS NO PARKING :�'g�• � .'�f '��i `��' �° ::fit- � *�>� •^ _ �., �'-�':� ` � � �•� 'd} UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ' # 1 STORY BUILDING (SHED): PARK INO IDENTIFIGTION SIGN 1� ." .,`', g 5. CONTRACTOR EN V 10 O DEMO ALL FROVIDE SUPPORT TO AND PREVENT + - :. '�' 'aI CAGED IN EXGA AT N R LITTON 5H AREA / 411 S.F. SCALE, H.T.S..` S 18 CLEAR OF FACE OF GURB DAMAGE TO ANY UN �' • ,, � , ,,�, ��e , �.;�"""�y' �¢ DERGROUND UTILITY. IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, THE I SPACE PER 1,000 S.F. CONTRACTOR. SHA1~L IMMEDIATELY NOTIFY THE OPERATOR OF THE UTILITY AND NO BACK FILLING +/- 411 / 1,000 = 0.4 SPACE SHALL BE DONE By THE CONTRACTOR UNTIL REPAIRS ARE MADE AND/OR WRITTEN APPROVAL BY THE ZON I NCS I NI'OR1�1� I I ON: UTILITY OPERATORIZ , 5.C,T.M# 1000-4a-2-44.3 .. Be , ;, , , : I STORY BUILDING (PROPOSED DISTILLERY): AREA: +/- 18171 S.P. ZONE: LIGHT INDUSTRIAL 6. CONTRACTOR SHALL NOT USE FONER EXCAVATING EQUIPMENT CLOSER THAN 6 INCHES IN ANY +� , ., t °• I SPACE PER 500 S.F. ITEM REQUIRED EXISTING PROPOSED COMMENTS < ,$r ' 1 ' :^� ;I .<a . .„�� ; ,w•i ivp 'ffi . ' .- '" '�, DIRECTION FROM FROM STAKED, MARKED OR OTHERWISE DESIGNATED PERIMETER OF ANY +/- Ib,g7q / 500 = 37.q SPACES LOT SIZE 40,000 S.F. MIN. 6'1116.16 S.F. NO GRANGE EXISTING COMPLIES UNDERGROUND UTIL Irl'. LOT WIDTH 100.0' MIN. 625.84' NO CHANGE EXISTING COMPLIES 2ND STORY STORAGE): LOT DEPTH 150.0' MIN. ►41.12' NO CHANGE EXI5TIN6 NON CONFORMING .<.,� ;,w, w ` EXCEPTION: AREA: +/- 4,2 pry;! " POWERED OR MECHANIZED EQUIPMENT MAY BE USED FOR THE REMOVAL OF PAVEMENT OR MASONRY I SPACE PER 1,000 S.F. FRONT YARD VARIES a.1 / 13.3' NO CHANGE EXISTING NON CONFORMING ' BUT ONLY TO THE p SETBACK 1 �,� I , f �.> a`•.a � „w f`PTH OF SUCH PAVEMENT OR MASONRY. +/- 4,272 / 1,000 - 4.2 SPACES K SIDE YARD 20.0' MIN. 26.2' NO CHANGE EXI5TIN6 COMPLIES 7. PRIOR TO ANY DTZ-MOLITION CONTRACTOR SHALL SUB"IT DEMOLITION SEQUENCING PLAN TO OWNER L �)' I STORY BUILDING (EXISTING 5TORAGE): SETBACK FOR APPROVAL AREA: +/- 5,086 S.F. REAR YARD "10.0' MIN. 5.3' NO CHANGE EXISTING NON CONFORMING I SPACE PER 1,000 S.F. SETBACK ' ;M y� ! „'f 5,056 / 1,000 = 5.1 5PAGES T 1 1 � t ..e s:%: A , ov<LW.G,o r '.&:� d,.rxlt.st � L• Lu tc �s� e, .: . 6c�.c :. .m �hA_._i. wv.e �, <a.a is l 3S_$�,,: wK. �I�T I NL./ LANDSCAPE 25� MIN. +/- I5,571 S.F. NO CHANGE EXISTING NON CONFORMING �7SAINA&E GALGULATIONS: TOTAL PARKING SPACES REQUIRED: 5a (57.4) 5PAGE5 AREA 23.1% AS APPROVED BY TOWN OF SOUTHOLD PLANNING BOARD ON MARCH 25, Ig83 TOTAL PARKING SPACES PROVIDED: 32 SPACES� SCALE: NONE LOT 30,6 MAX. +/- 32,038 S.F. NO CHANGE EXISTING NON CONFORMING SYSTEM # AREA VOLUME REQ, VOLUME PROVIDED INSTALLATION (30 REGULAR SPACES 8 2 H.G. SPACE) COVERAGE 47.'195 P-1 2,340 S,F. 363 G.F. 3a2.4 G.F. I POOL = (1) 10' DIA. X 3'-a" SOLID DOME BUILDING 35'-O" MAX. +/- 3a'-O" NO CHANGE EXISTING NON CONFORMING (1) 10' DIA. X 4'-0" DRAIN PING 2 EXISTING LOADING BERTHS TO REMAIFJ TOWN OF SOUTHOLD HEIGHT P-2 6,440 5,F. 1,000 G.P. 1,040 G.P. 2 POOLS = (�) 10' DIA. X V-a" SOLID-O" SOLID ROME PLANS PREVIOUSLY APPROVED FOR 23 PARKING SPACES BY pL,�NNINCS BOARD NOTES: NUMBER STORIES 0F 2 MAX. 2 NO CHANGE EXISTING COMPLIES (1) 10' DIA. X 5'-0" DRAIN RING GARRET A. 5TRANG ARCHITECT CORIYIN STREET (50`) P-3 I-b00 F 1,636 G.P. I,g68 G.P. 3 POOLS = (I) 10' DIA. X 3'-8" SOLID DOME MAIN ROAD P.O. BOX 1412 I. THE PLANNING BOARD HAS AGREED TO WAIVE THE (1) VOW X 4'-O" SOLID RING SOUTHOLD, N.Y. 11171 PARKING REQUIREMENTS PURSUANT TO TOWN GOD PLEASE BE ADVISED THE GOMPL I'ANGE GERTI F I GATI ON 15 BASED (1) 10' DIA. X 4'-O" DRAIN RING DATED FEBRUARY 4, 1113 280-133(G); SPECIFICALLY, BECAUSE THIS 517E PLAN ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAININO A I'INEG HAS BEEN REVIEWED AND DESIGNED TO BE FOR WBUILDING EXISTING BUILDING F-q. 7 528 c,;P 1,271 G.F. 1,512 G.F. 2 FOOLS = (1) 10' DIA. X 3'-8" SOLID DOME MAXIMUM PARKING SPACES UTILIZED ON ANY GIVEN DAY: 5 SPACES OWNER USE ONLY, WITH A SMALL NUMBER OF BU I LD i NO PERMIT. I N ORDER TO COMPLY WITH TOWN OU i DC-L I NE5 I � UILDING TO REMAIN (1) 10' DIA. X 4'-0" SOLID RING EMPLOYEES AND NOT OPEN TO THE PUBLIC. THIS WILL ADDITIONAL INSPEGTIONS AND TESTINO MUST BE DONE TO OBTAIN PART A (1) 10' DIA. X 4'-0" DRAIN RING BE INCLUDED AS A CONDITION TO SITE PLAN A GERTI F I GATE OF OGGUPANGY MAIN BUILDING �-- ---��- - p-5 2520 ,P. 420 G.P. 511 G.P. 2 POOLS = (I) b' DIA. X 7'-O" DRAIN RING DETERMINATION AND MEMORIALIZED IN A RESOLUTION °j PART B AT A DULY NOTICED PUBLIC MEETING. lU 8' DIA. x 7'-0" DRAIN RING PROPOSED INTERIOR RENOVATION FOR ---J LONG ISLAND RAIL ROAD NOTES: 2. ALL TRUCK TRAFFIC SHALL BE DIRECTED DOWN �g��D a�' �jA, MATGHBOOK L715T1LLING GOMi AWA LLG I. CALCULATIONS TAKEN FROM SITE PLANS DONE BY: NINTH (1TH) STREET IN ORDER TO AVOID INTERACTION c��'G SRT J. G' 230 GORWIN STREET OREENPORT N.Y. 11844 WITH THE GREENPORT HIGH SCHOOL ACCESS POINTS o� �� R6�� SCALE, AS NOTED APPRovED BY, DRAWN BY:RK f� � I GARRET A. STRANC, ARCHITECT RICHARD P. ARELT ARCHITECT ct Imo\ I AND GROSS WALK, AND RESIDENCES ALONG EIGHTH 06-20-I6 REVISED BY : SCALE: I"=50'-O" MAIN ROAD P.O. BC�X 1412 EAST SETAUKET, N.Y. 5TREET �g<"` I, ` '� DATE, DATEDSCUTHOLD, N.Y. 11171 DAT)=D MAY 2, IR83 Q t'° .J. r`V f;.J�i r"` Architect DATED APRIL Ig, Igg3 3. ALL NEW PLANTINGS / VEGETATION ALONG GORWIN OR NINTH (1TH) STREET ARE TO BE COORDINATED 476 EX re55Wa Drive 50. Medford N.Y. 11763 (631) 654-4q4q `�?� 1 571 a�'- ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 RESUBMITTED FOR PERMIT 04.11.17 WITH THE SOUTHOLD TONN HIGHWAY DEPARTMENT Tt of rs,� x' SITE' PLAN, CALGULATION5, NOTES D C, F 3 �E R. ISSUED TO PLANNING 01.15.16 RESUBMITTED TO PLANNING 11.15.16 (RESUBMITTED TO FLANNING 03.0617IREVISED PER TOWN 06.01.17 _ � �� DETAIL5 JOB, # 16-071 F 0.00 (? 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WS LED , a q4 Architectural Wall Sconce �� -it ,,�:i� � y'x �� t - Its d 10 STATISTICS A ' kr Description Symbol Avg Max Min Max/Min Avg/Min 1 f = !�. ).`' ,L' _YS.`y�4..,„h`{ ➢$Waft t 0,66 fc :..,, .,�. 4.99 fc 0,00 fc N /A NIA A Prop Line AFG + 0.01 fc 0.05 fc 0,00 fc N /A N /A 0.23 fc 3.95 fc 0.00 fc N /A N /A Specifications f� Height: ' NOTES €- 112 Heg11t: �+ f's14 : i } iI . 1. THESE LIGHTING CALCULATIONS ARE NOT A SUBSTITUTE Width: 17" 5-112 , Width: FOR INDEPENDENT ENGINEERING ANALYSIS OF LIGHTING SUITABILITY AND SAFETY. Depot: 10-3/1�}„ pe�}t��; 7� 2. THIS PHOTOMETRICS LAYOUT WAS CALCULATED USING SPECIFIC CRITERIA, ANY DEVIATION FROM STATED Weight: �,`,f PARAMETERS WILL AKFECT ACTUAL PERFORMANCE. 3. ALL QUANTITIES ARE BASED ON FIXTURES SHOWN IN THE LIGHTING CALCULATIONS ONLY. 4. THESE CALCULATIONS ARE BASED ON LISTED FIXTURES ONLY. SUBSTITUTION OF TNIESE FIXTURES VOIDS ALL CALCULATIONS. 5. ACUITY BRANDS LIGHTING RESERVES THE RIGHT'TO WI'T'HDRAW f13 THESE COPYRIGHTED LIGHTING PLANS FROM PUBLIC RECORD IF rr1:,lE.:rrrF l':; SUBSTITUTIONS OCCUR, CORWIN STREET (50') --- - - 6. ALL SUBSTITUTIONS REQUIRE NEW CALCULATIONS BASED ON THE ME oJ-71VNA-RTVA _ FIXTURES SUPPLIED, `. VINEGAR W BUILBING EXISTING DUILDING W ILDING TOREMAIN C MAIN BUILDING os - PART B -�' s -- (-----, _ ,. :=.;;._ PROP051=D INTERIOR RENOVATION FOR LONG ISLAND RAIL ROAD NOTE: N ' D Aje MATGHDOOK D I STILLING COMPANY LLG 230 GORNIN 51REET GREENPORT N.Y.IIC144 PHOTOMETRIC 51 TE PLAN PREPARED DY: ��" �F.�� J. ��iG �Cj SCALE, AS NOTED' APPROVED BY. DRANN BY.RK <E� FLAT � Sr-,ALE: I°=8o'-off ACUITY DRANO LIGHTING 2 11'70 PEACHTREE STREET, NE SUITE 2300 � 06-20-16 REVISED BY , . / DATE, Robert J. Gruber - Architect ATLANTA, G,4 30301- 6-76 � z _,.,:, -� -800-�i22-�i641 4% Ex re55wa Drivo 5o. Medford, N.Y. 11165 (631) 654-4g4q ISSUED FOR PERMIT Ob.l0.16 (DENAIL) RESUBMITTED TO PLANNING 11.0'7.16 RESUBMITTED TO PLANNING 01.03.17 RESUBMITTED FOR PERMIT 04.11.17 TF o� �71 ��e°� PHOTOMETRIC SITE PLAN, ° Q ISSUED TO PLANNING 01.15.16 1 RESUBMITTED To PLANNING 11.15.16 1 RESUBMITTED TO PLANNING 05.06,1-7 1 REVISED FI=R TOWN 06.01.17 � N�`d �" GALGULATION5, NOTES $ DETAILS ,od, 20'15 IBC "TABLE 803.11" INTERIOR WALL AND GEII.-INC FINISH REQUIREMENTS BY OCCUPANCY SPRINKLEFZ NON-SPRINK_ERED — 60'-0" GROUP EXIT ENCLOSURE AND b GORRIDOR5 ROOMS AND K EXIT ENCLOSURE AND CORRIDORS ROOMS AND LEGEND EXIT PASSAGEWAYS ENCLOSED SPACES EXIT PASSA&EWAY5 ENCLOSED SPACES A-3 , A-4, A-5 B B G A Ad G B, E, M, R-1, R-4 B G G A B G 1421111 F G G G B G G 5 5/g" O WINDOW TAG S f G G G B B SEE WINDOW SCHEDULE a. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED FOR WAIN50OTIN6 OR PANELING OF NOT MORE THAN 1,000 SQUARE FEET OF APPL-IED SURFACE AREA IN THE GRADE LOBBY WHERE APPLIED r - - - - - -- - - - - - - - - - - - - - O DOOR TAG DIRECTLY TO A NONCOMBUSTIBLE BASE OR OVER FURRING STRIPS APPLIED TO A NON COMBUSTIBLE 1 I SEE DOOR SCHEDULE BASE AND FIREBLOCKED AS REQUIRED E3Y SECTION 803.4.1 NEW NEW NEW NEW NEW b. IN EXIT ENCLOSURES OF BUILDIN65 LE55 THAN THREE STORIES IN HEIGHT OF OTHER THAN GROUP 1-3, I I 54" X 54" 54" X 54" 54" X 54" 54" X 54" 54" X 54" 5 WALL TAG GLASS B INTERIOR FINISH FOR NON-SPRINKLERED BUILDINGS AND CLA55 G INTERIOR FINISH FOR I I WINE WINE WINE WINE WINE SEE TH15 SHEET SPRINKLERED BUILDING SHALL BE PERMITTED. c. STORAGE STORAGE STORAGE STORAGE STORAGE REQUIREMENTS FOR ROOMS AND ENCLOSED SPACES SHALL BE BASED UPON SPACES ENCLOSED BY I 1 PARTITIONS. WHERE A FIRE-RESISTANCE IRATIN6 IS REQUIRED FOR STRUCTURAL ELEMENTS, THE I 1 TANK TANK TANK TANK TANK EXISTING WALL / ITEM ENGL051NG PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE CEILING. PARTITIONS THAT DO NOT 1 1 TO BE REMOVED COMPLY WITH THIS SHALL BE CONSIDERED ENCLOSING SPACES AND THE ROOMS OR SPACE ON BOTH SEE GENERAL DEMOLITION 51DES SHALL BE CONSIDERED A5 ONE. IN DETERMINING THE APPLICABLE REOUIR.EMENTS FOR ROOMS AND I NEW I NOTES TH15 SHEET ENCLOSED SPACES, THE SPECIFIC OCCUPANCY THEREOF SHALL BE THE GOVERNING FACTOR 1 ci R.E6ARDLE55 OF THE GROUP CLAS51FIOATION OF THE BUILDING OR STRUCTURE. AGETATOR Q EXISTING WALL TO REMAIN d. LOBBY AREAS IN GROUP A- I, A-2 AND A-3 OCCUPANCIES SHALL NOT BE LESS THAN GLASS B 1 PILOTFILTER I F_ SEE WALL TYPES MATERIALS. 1 T AREA e. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT 1 O +/- 200 S.F. 1 NEW FRAMED WALL LOAD OF 500 1 1 NEW NEW NEW NEW SEE WALL TYPES PERSONS OR LESS. 54 X 54 54 X 54 54 X 54 NAREHOUSE AREA: f. FOR PLACES OF RELIGIOUS WORSHIP, WOOD USED FOR ORNAMENTAL PURPOSES, TRUSSES, PANELING OR I I VINEGAR WINE WINE CHANCEL I I HOLDING STORAGE 5TORA6E +/- 2,05-7 NEW I HR RATED WALL FURNISHING SHALL BE PERMITTED. TANK TANK TANK . . . g. GLASS B MATERIAL IS REQUIRED WHERE THE BUILDING EXCEEDS TWO STORIES. ( I SEE WALL TYPES h. GLASS G INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN ADMINISTRATIVE SPACES. I. GLASS G INTERIOR FIN15H MATERIALS SHALL BE PERMITTED IN ROOMS WITH A CAPACITY OF FOUR NEW PERSONS OR LESS. L - - - - - - - - - J 120" TRENCH DRAIN J. GLASS B MATERIALS SHALL BE PERMITTED AS WAINSCOTING EXTENDING NOT MORE THAN 48 INCHES - - - - - ABOVE THE FINISHED N LOOK N CORRIDORS. 3E COMPARTMENT - - - EXISTING RAMP NOTES: NEW TO REMAIN k. FINISH MATERIALS AS PROVIDED FOR IN OTHER SECTIONS OF THIS CODE m SINK HAND NEW - DN 1. ALL DIMENSIONS ARE TO BE FIELD VERIFIED I. APPLIES WHEN THE EXIT ENCLOSURES, EXIT PA55A6EWAYS, CORRIDORS OR ROOMS AND ENCLOSED - SINK NEW 24" X 120" O PRIOR TO ANY CONSTRUCTION OR PURCHASE. SPACES ARE 4 4 PROTECTED BY A SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 103.3.1.2. ° 0 0 0 54" X 54" NEW TABLE 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO SECTION 804 INTERIOR FLOOR FINISH b VINEGAR 514' 11 HOLDING BLENDING PRIOR TO THE REGOMMENGEMENT OF WORK IN CONTACT ARCHITECT ASAP FOR RECTIFICATION 804.1 GENERAL. INTERIOR FLOOR FIN15H AND FLOOR COVERING MATERIALS SHALL COMPLY WITH SECTION NEW 4" LINE F=-- - I -- --- TANK TANK QUESTION 804.2 THROUGH 804.4.1. TO APPROVED - - SANITARY i_� � 3. ALL FINISHES AND SPECIFICATIONS ARE C-XGEPTION: FLOOR FINISHES AND COVERINGS OF A TRADITIONAL TYPE, SUCH AS WOOD, VINYL, I NEW EMERGENCY NEW AS PER OWNER O EUM OR TERRAZZO ND ESILIENT FLOOR COVERIN6 MATERIALS THAT ARE NOT COMPRISED OF SYSTEM I i ,_ „ 1 LIN L A R I/2I I"1 3 I/2 4-0 , 5 5/B I EYEWA5H d 24" X 120" FIBERS. -5 /8"i i NEW I cV i " 5 ""'NEN 1 SHOWER AREA TABLE 804.2 CLASSIFICATION. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS REQUIRED BY SECTION 5 I i UN15EX T JAN 804.4.1 TO BE OF GLASS I OR 11 MATERIALS SHALL BE CLASSIFIED IN AGGORDANGE WITH NFPA 253. THE J CLASSIFICATION REFERRED TO HEREIN 09RF'E5FOND5 TO THE CLASSIFICATIONS DETERMINED BY NFPA 253f --- +�- =GT "--- `A - - Gl. 3 AS FOLLOWS: GLASS 1, 0.45 WATTS/CM2 OR GREATER; GLASS 11, 0.22 WATTS/CM2 OR GREATER. I O,ILET — — J HANDRAIL 5 5/8" Off` AS PER CODE 804.3 TESTING AND IDENTIFICATION. INTERIOR FLOOR FIN15H AND FLOOR COVERING MATERIALS SHALL BE THERE ARE NO STRUCTURAL TESTED BY AN APPROVED AGENCY IN ACCORDANCE WITH NFPA 253 AND IDENTIFIED BY A HANG TAG OR CHANGE5 TO THIS BUILDING v U O v v 5 OTHER SUITABLE METHOD SO AS TO IDENTIF'r THE MANUFACTURER OR 5UPPLIER AND STYLE, AND SHALL 3 7�1 O2 > Qz �z vz Dz Qz Qz INDICATE THE INTERIOR FLOOR FINISH OR FLOOR COVERING CLASSIFICATION ACCORDING TO SECTION 804.2, o NOTE: U O vj O 136 K O U U1 CARPET-TYPE FLOOR COVERINGS SHALL BE TESTED AS PROPOSED FOR USE, INCLUDING UNDERLAYMENT, TEST NEW BI-LEVEL • EXIST. F.G. SLAB TO REMAIN z w t Q �u u� U� Ill v REPORTS CONFIRMING THE INFORMATION PROVIDED IN THE MANUFACTURER'S PRODUCT IDENTIFICATION /�- DRINKING ry PATCH 4 REPAIR AS REQ. _ 5L-ALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL UPON REQUEST. FOUNTAIN FOR INSTALLATION OF +/- 8'-O" 5'-6 1/2" _ O BY ELKAY r NEW FLUMBING 5'-10 1/2" 55/8" 0 804.4 INTERIOR FLOOR FINISH REQUIREMENT5. IN ALL OCCUPANCIES, INTERIOR FLOOR FINISH AND FLOOR OR COVERING MATERIALS IN EXIT ENCLOSURES, EXIT PA55A6EWAYS, CORRIDORS AND ROOMS OR SPACES NOT _ APPROVED * NEW RAMP SEPARATED FROM CORRIDORS BY FULL-HEIGHT PARTITIONS EXTENDING FROM THE FLOOR TO THE UNDERSIDE EQUAL + 1:12 SLOPE MAX. OF THE CEILING SHALL WITH5TAND A MINIMUM CRITICAL RADIANT FLUX AS SPECIFIED IN SECTION 804.4.1, PER IGC/ANSI + i Q -DN 200°1 EDITION to K 5 804.4.2 MINIMUM CRITICAL RADIANT FLUX. INTERIOR FLOOR FIN15H AND FLOOR GOVERIN6 MATERIALS IN EXIT ENCLOSURES, EXIT PA5SAGEWAYS AND CORRIDORS SHALL NOT BE LE55 THAN GLASS I IN GROUPS 1-2 AND 1-3 AND NOT LESS THAN GLASS 11 IN GROUPS A, B, E, H, 1-4, M, R-I, R-2 AND S. IN ALL AREAS, FLOOR COVERING MATERIALS SHALL COMPLY WITH THE DOG FF-I "FILL TEST" (GP5G 16 GFR, PART 1630). - l r — - --- EXCEPTION: WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN PROVIDE 2X SLEEPERS AGCORDANGE WITH SECTION 903.3.1.1 OFZ 103.3.1.2, GLASS II MATERIALS ARE PERMITTED IN ANY AREA A5 REQ. FOR PLATFORM WHERE GLASS I MATERIALS ARE REQUIRED, AND MATERIALS COMPLYING WITH THE DOG FF-I "FILL TEST" (GP50 16 GFR, PART 1630) ARE PERMITTED IN ANY AREA WHERE CLA55 11 MATERIALS ARE REQUIRED. 01 21 41 61 81 10' 12' 14' 161 ICJ' 20' F- I RST FLOOR GONSTRUC,71 ON PLAN VINE&AR BU I LI�) I NO I _ SCALE. I/4 I O 2 ,25 S .F . ROOF jI[4„ VTFZ. �f TOILET NEW H.G. :2” „ I 2.. - - - O - -1 - 1 I I 1 1/2., 2",1 1 1/2SINK I I/2 I 1 1/2 EXISTING W.C. I LAY. I EMERGENCY HAND - _ EYE WASH DRUNK. 2" I SINK STORAGE _ TO REMAIN FLOOR 1 TRENeSH 11/2° GREASE JAN. =� iO 54 MIN. 11 1 1/2" SINK 1 1/211, /2" IST FLR 1 i/2 DRAIN DRAIN TRAP 4" FAI I/2" I I/2 " G.O. I I/2 1 11/2 G.O. - " 4„ „ 4" ��_ GRADE M _ -rte - N. AX 60 MIN. - --_-- • 36"M t. „ � � 15 q EXI5TIN6 Q 18" 42" _J W STORAGE ry ERTIGAL MIN G.O. W K \ TO REMAIN _ ORAB BAR GRA 12" 24" 4„ 4„ ' Mitt, MIN. TO APPROVED SANITARY SYSTEM �z7 I • TOILET " I` �Z O - • FOLDER Z 0 4" H. TRAP EXISTING 5Tg�6E - EXISTINGmu_ TC> REMAIN 5TORAGE - FIN. FL. 00 FL U M B I I `�I I 67 RISE 1�) I A O R A M 5GALE: NONE _-� �J =7 TO REMAIN 48" MIN. _ NOTE; IN SOME GA5E5 G \ /' I ' TOILET d 51NK MAY BFRONT RONT VIEW VINE(3A R B U I �D I N 6 EXISTING SIDE V I E � LOGATRION MAND DOOR AY CHANGE. STORAGE 7F I GAL HAI D I G��F TOILET S . TO REMAIN Y NOTE: ALL TOILET ROOM5 €�ilFyE� SHALL MEET 5GALE: 1/411 = 1'-0'� THE REOUIREMEHTS Oq IGC/ANSI 2001 EDITION CORWIN STREET (50') —r t PLEASE BE ADV I SED THE GOMPL I ANGE GERTI P I GAT I ON 15 BASED ON PLANS AND SOLELY EOR THE PURPOSE OF OBTA I N I NO A wrNEc�Lrz� `'r BUILDING, PERMIT. IN ORDER TO GOMPL)' WITH TOWN OUIDELINES UIIVING EXISTING BUI LDING _ ADDITIONAL W r M MN UILDING TO REMMN NSPEGTIONS AND TESTING, MUST BE DONE TO OBTAIN -� A GERTI F I GATE OF OCCUPANCY o PART INC/ �� NG Isinr�D RAIL rOAD PROP05ED INTERIOR RENOVATION FOR ,.MATGHBOOK DISTILLING COMPANY LLG II I I230ORWIN STREET 6 APPROVED BYE PEENPORT N.Y. 11944 F L A N F I 1 \S T F L O O I \ �D�O L I T I O I °� / COI '1 S T I \l�C TION FLA �Gty� ALE, AS NOTED DR/J IN BY. RK SCALE: I"=80'-O" _ SCALE: 1/8"=1'-O" �i A TE. 06-20-16 REVISED BY i - okaer J. ruler -- rcl�iter CAIN BUILDINC7 (FART B) 1 1 I I I 4 (5 12 16 20 24 28 32 36 40 _ � i6 Expre,55iziy Drive 5o. Medford, N.Y. 11%5 (651) 65�-04q RAHIN5 HUMBER-. ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 RESUBMITTED FOR PERMIT 04.11.17+/- 5 2 1� 7 0 5 F OP =I; IST FLOOR ,DEMO / GONBTRUGTION ISSUED TO PLANNING 01.15.16 RESUBMITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.17 1 REVI5ED PER TOWN 06.01.17 PLAN VINEGAR 4 MAIN BUILDING PT 8 loB # 16-071 "to MIN. O EQUIPMENT— SCHEDULE O EQUIPMENT SCHEDULE GENERAL DEMOLITION NOTES: LEGENDItem Item 42" 12" No Qty Equipment Category Manufacturer Size: L"x W'x H" Model Number ELEC. WATER REMARKS No Qty Equipment Category ManufactUrer Size: L"x W"x H" Model Number ELEC. WATER REMARKS I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO MIN. MA 60 MIN. - 1 1 Large Undercounter Fridge Beverage Air 72"x 23 1/4"x 34" IISB-12 INDIRECT DRAIN 12 1 Coffee Drip Urn T.B.D. T.B.D. T.B.D. HOT READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE a6"t t ¢ 15" 2 1 Medium Undercounter Fridge Avantco T.13.D, T.B.D. INDIRECT DRAIN 13 1 Hot Water Urn T.B.D. T.B.D. T.B.D. HOT DRAWINGS AND NOTES. i Ian '}'2" 3 1 Espresso Machine We a 28' 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR O SEE WNDOW SCHEDULE 4 MIN, p g _x 22"x 23" T.B.D. 14 1 Cold Brew Kegirator T.B.D. -.B.D. T.B.D. GRAB BAR GRAB 12" 2'4•" 4 2 Double Sink Regency 41"x 22 1/2"x 44 3/4" 60OS21717 HOT&COLD INDIRECT DRAIN 15 1 Cornmercial Bunn T.B.D. T.B.D. T.B.D. IS TO WALK THE 51TE TO VERIFY THE EXTENT OF DEMOLITION. ANY BAR5 MIN.' MIN. 5 2 Handwash Sink Regency 14 1/2"x 18 3/4"x 33" 60OB11014 HOT&COLD INDIRECT DRAIN 16 1 Smleg Fridge T.B.D. T.B.D. T.B.D. INDIRECT DRAIN ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN X DOOR TAG 6 1 Ice Bin Regency 36"x 18 1/2"x 33" 6001B1836CP INDIRECT DRAIN 17 1 Book Shelf T.B.D. T.B.D. T.B.D. WRITING OF ANY D15GREPANGIES OR ITEMS NOT INCLUDED HEP.EINTOILET SEE DOOR SCHEDULE APER Q 7 1 Slash Sink Regency T.8,D. T.B.D. HOT&COLD INDIRECT DRAIN 18 1 Basin Sink T.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN THESE DRAWINGS e� = HOLDER ) 'Z {m-0. 8 2 Rinse Trays T.B.D. T.0 D. T.B.D. 19 1 Janitors Sink T-.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN X WALL TAG (X - 5. CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR m ZS 9 1 Ice Machine Kold Draft 2s' SEE THIS SHEET �, ■� m (I 17a� x 28 112"x 31 1/2" SC200-No Leas COLD INDIRECT DRAIN 20 1 Drinking Fountain Elkay T.B.D. r.B.D, COLD CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR r FIN. FL. 00 10 1 Dishwasher Noble Warewashing 24 1/16"x 26 1/8"x 33 5/1 G" T.B.D. HOT&COLD INDIRECT DRAIN 21 1 Emergency Hand/Eye wash T.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN CONSTRUCTION. r_-__-_----- EXISTING WALL / ITEM 11 1 Grinder T.B.D. 23_x 13"x 7" T.B.D. 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS _ _ __ _ TO BE REMOVED PRIOR TO THE START OF ANY WORK - SEE GENERAL DEMOLITION 7/ :24f3" MIM. NOTE; IN SOME GASES J NOTES THIS SHEET TOILET a SINK MAY 13E FRONT VIEW 5• TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN \ / I ' ANY DOOR OR GLAZING 15 BEING REMOVED, THESE PLYWOOD EXISTING WALL TO REMAIN SIDE Y I EY V LOGAP,5EF>MAY I ANGE. TO APPROVED SANITARY 5Y5TEr`j BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING SEE WALL TYPES I G A L HAND D I C-A F TO I LET S F E � PERFORMED. NEW FRAMED WALL NOTE: ALL TOILET ROOI�15 SHALL MEET SG�LE: I/q-" = I'-O" EXIST. � 6. WHERE EXISTING WALL CONSTRUCTION 15 REMOVED, PATCH ANY SEE WALL TYPES DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR THE REQUIP.EMENTS OF TGG/ANSI 2009 EDITION HOUSE TRAP TO INSTALLATION OF NEW FINISHES. -1. CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS ."".."m„".�", NEW I HR RATED WALL ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL SEE WALL TYPES �\ DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED II 5 �1 5 OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. . 1 - - ---- .._.- I . • __ _ _ -_ _ _ - -- - b. THE CONTRACTOR 15 REQUIRED TO PROVIDE ALL SHORING AND. 5 NOTES: .20'-1" -� 23-6 .IB f - +/- "i5'-8" B J13 : JB JB _+/- 2 (/2., BRACING REQUIRED DURING THE REMOVAL OF EXISTING STRUCTURAL 3 I/2" MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED HOOD I I NEW LAB ! cl. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. UINDER NEN - _ i �L � 'foo 300 boo REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL )ze MILLIpLt 2 - o SINK 1 SPIRIT SAFE CAI,.) GALLON GALLON INAGGE551BLE PENETRATIONS. 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO BT11 BOILER � NFA � HAND SINK j �� STILL STILL STILL CONTACT ARCHITECT ASAP FOR RECTIFICATION ISLAND a i , - / 0 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXISTING PRIOR TO THE REGOMMENGEMENT OF WORK IN U1 I NEW gel I �► _ CONDITIONS THAT MIGHT BE G VE:STION ... .. .. .: ... ... ■ t . .". .., ..■ ... .:■ .� ... '�� MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. 3. ALL FINISHES AND SPEGIFIGATIONS ARE BOILER � -` AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. AS 1PER OWNER 2 I — ROOM ■ 0 3 W." 3I.SMILJ LQN-LEI � TO REMAIN RISER PROPOSED j B�U7 RE)LER f' " 1 NEW TRENCH DRAIN GLEAN OUT 5 5 E E I SAE PROMOTIONAL,,AI Q ® 12 ?11�1"52INEW 4"SANITARY L T _-------------------_TO CONNECT TO EXIf. GL AN OUT 1 -_ --- -- -------- ----- ------- -- _ FIELD VERIFY EXAG ---- ---- NEW i L) I I -II— - I ' ''a► SPARK FREE STILL -- II-------- ---je- LOGATI ON TfP. I S I AREA �.I r___1 Q UP E �! 14 u l P-�I-. ! � : O I (25' MIN FROM STILLS) i t i --T v XIST Q I ;.L GLEAN, NEW O i ' OUT !I oDtu �i III U I 5 11 2 ? i I -- i - VEST• O A N cr I' w p EXISTING I ! - -- 1 ! 0 I it ba- xx------ba5"x --7 bge? GENERAL DEMOLITION NOTES: LEGEND . I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE DRAWINGS AND NOTES. X WINDOW TAG 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW SCHEDULE 15 TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'5 ATTENTION O DOOR TAG IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT III SEE DOOR SCHEDULE WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN THESE DRAWINGS WALL TAG 3. CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR SEE THIS SHEET CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR CONSTRUCTION. EXISTING WALL / ITEM 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS [_ _______-___; TO BE REMOVED PRIOR TO THE START OF ANY WORK SEE GENERAL DEMOLITION NOTES THI5 SHEET 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN EXISTING WALL TO REMAIN ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD SEE WALL TYPES BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING PERFORMED. NEW FRAMED WALL 6. WHERE EXISTING WALL CONSTRUCTION 15 REMOVED, PATCH ANY SEE WALL TYPES DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR TO INSTALLATION OF NEW FINISHES. 7. CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS NEW I HR RATED WALL ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL SEE WALL TYPES DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISP05CD 2 5 OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. j WAZ 1 [I U LI 8. THE CONTRACTOR 15 REQUIRED TO FROVIDE ALL 5HORING AND BRACING REQUIRED DURING THE REMOVAL OF EXI5TING 5TRUGTURAL NOTES: MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED q. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL INACCESSIBLE PENETRATIONS. 2, IF ANY DISCREPANCY EXIST, CONTRACTOR TO NEW LAB 4 - CONTACT ARCHITECT A5AP FOR RECTIFICATION C1EW BOILER 2 10. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXISTING PRIOR TO THE RECOMMENCEMENT OF WORK IN ROOM CONDITIONS THAT MIGHT BE QUESTION i F MISCONSTRUED AS DAMAGE RELATED TO REMOVAL OPERATIONS. g ALL FINISHES AND SPECIFICATIONS ARE AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. AS PER OWNER 2 — 3 OPEN TO BELOW 4 ii EXISTING SHED it_--- TO BE REMOVED II- 2 II IE: 0 0 0 0 o �_____________ f"---11 I I I I I T I ---------------- I -- OPEN TO BELOW i� DN �_ 1 { �, EXISTING MCGH. EXIST. EXISTING )NS7.. + STORAGE RAC _I- TO REMAIN TO REMAINl GK I OPEN TO 0ELOW - ----------------_________________________� - - T f I 1-1 1-IT1-TT-I-1-1-1 - —-- � IIIIIIIIIIIIIIII 11 DN EXIST. I I --J -- EXISTING i1 — MEZZANINE / I 0 STORAGE RACK -------------------------------- -- --- -- - --- -- II TO BE REMOVED 11 I I 11 OTE: ALL EXISTING I 11 1 OFFICE SPACE TO BE CONVERTED TO STORAGE WITH NO �! MODIFICATIONS TO 1 II EXISTING FLOOR PLAN I it 12' " I I II OPEN TO BELOW i1 n _ I ! NE �LSti I 11 DN + ME ZANI E ,I TIN ----- ii TOILET I II TO RE At EXISTING ii LET TOI TO RI=MAIN On U o r L------------------------- 0' 4' 8' 12' 16' 20' 24' 20' 32' 36' 40' SEGOIND`ID FLOOR DEMOLITION / COI ` STRUC,7I ON FLAN`I MAII `I 5U I D I I ` O SCALE, I/8"=1'-O" . I . CORWIN STREET (50') PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GATI ON 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAININC h w [Bul NGLD N w DER TO GOMPLY WITH TOWN CU I DELI NES EXISTIBUILDING BU I LD I NC PERMIT. I N OR MAIN BUILDING TO REMAIN ADDITIONAL INSPEGTIONS AND TESTING MUST BE DONE TO OBTAIN PART A A GERTIFIGATE OF OGGUPANGY 194 2WN BUILDING -- PART g •- f yM• r•1�`` Y ..._ -------" � . PROPOSED INTERIOR RENOVATIONFOR ISLAM �' "Fa Alk MATCHBOOK D I STI LL I N& GOMPAN'I' LLG C? 230 GORWIN STREET GREENPORT N.Y. 11,144 5GALE� 'AS NOTED APPROVED BY. DRAWN 13Y, RK FLANSCALE: I"=80'-O" �, ry`�.' � � DA1e, 06-20-16 REVISED BY : r Robert J. Gruber Architect 4�6 Ex re55wa Drive 5o. Medford, N.Y. 11763 (631) 654-0401 .�: Id;v'�a�° G B ' ISSUED FOP. PERMIT 08.10.16 (DENAIL) RESU15MITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 RESUBMITTED7 FOR PERMIT 04.11.1- 1OF F 2ND FLOOR DEMO / GONSTRUGTION 155UED TO PLANNING Oq.15.16 I RE5UP3MITTED TO PLANNING 11.18.16 RESUBMITTED TO PLANNING 03.06.1-11 REVISED PER TOWN 0601.17 PLAN - MAIN BUILDING PART A loe #16-0 11 RGA' LEGEND 51"MBOL IDENTIFIG/-\TION 2X2 RECESSED LIGHT FIXTURE TO BE SELECTED 2X4 RECESSED RE C L16HT FIXTUR TO BE SELECTED BATHROOM F EXHAUST FAN AS PER CODE TO BE SELECTED EXIT SELF LUMINESCENT EXIT SIGN TO BE SELECTED BATTERY WALL PACK TO BE SELECTED SD SMOKE DETECTOR XI-Xi CEILING HEIGHT NOTES: III GH. I. ALL MECHANICAL, ELECTRICAL, FIRE ALARM, FIRE SPRINKLER 4 SECURITY SYSTEMS TO BE COMPLETED BY OTHERS 2. ALL FIXTURES ARE TO BE SELECTED BY OWNER, AND VERIFIED BY CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION 5D 3. ALL HUN& CEILINGS ARE TO BE SELECTED BY OWNER AND INSTALLED BY CONTRACTOR W 4. ALL EXIST 51&N5 $ BATTERY ALL PACK GUANTITIE5 4 LOCATIONS ARE TO BE VERIFIED WITH FIRE MARSHAL PRIOR TO PURCHASE OR INSTALLATION G.H. I G.H. . XSD X IU LU O' 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' E F L E CG I_E D G I LII C7 FLAN c ll I I E 67 A R, 5 U I -D I I O SCALE: 1/4"=I'-O"10 F NOTE: PROVIDE R-30 BATT INSULATION ABOVE NEW DROPPED CEILING —�1 CORYPIN STREET (50') PLEASE BE ADVISED THE GOMPL I ANGE GERTI F I GAT I ON 15 BASED. ON PLAINS AND SOLELY FOR THE PURPOSE OF OBTA I N I NC A ILDIS cigEA BUILDINCC PERMIT. IN ORDER TO COMPLY WITH TONN OUIDELINES UILDINING - t ADDITIONAL INSPEGTION5 AND TE5T1NCC MUST .8E DO1�dE TO OBTAIN �]3 LDING GERTI F I GATE OF OGGUPANGY MAIN I3UIT _Z_ ING PART B �+ 0' 4' 8' 12' 16' 20' 24' 28' 32' 36' 40' " J � INT ERIOR RENOVATION =0P LONG ISLAND RAIL ROAD '� MATOHE300K DISTILLINO GOMFANY L LC v/ 230 CORNIN STREET 6REENPORT N.Y. I1g44 J. �';L esi� SCALE, AS NOTED APPROVED Br, UP.AHN BY:RK K E Y FLAN SCALE: I"=80'—O" REVISED By� DATE,EFLE TED CEILINO PLAN MNDUI DI 6FART 5 SCALE: 1/511=11-011 : Robert rt J. 67rubor ArchitcCt 416 Ex re55wat Drive 5o, Medford, N.Y. 11765 (631) 654-4g4a ISSUED FOR PERMIT 08.10.16 (DENAIL) RE5UB�MITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.17 RESUBMITTED FOR PERMIT 04.11.17 sNO NUMBER, r�T� 3 71 �pF VI NEOAR � MAIN BUILDING PART B ° 8 OF 11 ISSUED TO PLANNING OQ 15 I6 J RE5UB�MITTED TO PLANNING 1118 16 I RESUBMITTED TO PLANNING 03 06 17 I REVISED PER TOWN 06.01.17 _ of REFLECTED GE I L I NO PLAN JOB, #16-071 RGF LEGEND SYMBOL IDENTIFIGATION 5YM50L IDENTIFICATION SURFACE MOUNTED / CHAIN HUNG BIG AS5 LED L16HT FIXTURE PAN FIXTURE TO BE SELECTED TO BE SELECTED EXIT SELF LUMINESCENT ® EXIT 516N TO BE SELECTED 2X2 RECESSED BATTERY LED LIGHT FIXTURE WALL PACK TO BE SELECTED TO BE SELECTED 5D SMOKE DETECTOR 2X4 RECESSED LED LIGHT FIXTURE EXHAUST FAN TO BE SELECTED TO BE SELECTED NOTES: I. ALL MECHANICAL, ELECTRICAL, FIRE ALARM, FIRE SPRINKLER t SECURITY SYSTEMS TO BE COMPLETED BY OTHERS 2. ALL FIXTURES ARE TO BE SELECTED BY OWNER, AND VERIFIED BY CONTRACTOR PRIOR TO PURCHASE OR INSTALLATION 1— I I 1---- -------- - - 4. ALL SI6N5 $ BATTERY WALL PACK OUANTITIES / LOCATIONS ARE TO BE VERIFIED WITH FIRE EXIT MARSHAL PRIOR TO PURCHASE OR INSTALLATION SEE SECOND FLOOR REFLECTED CEILING PLAN FOR LIGHTING LAYOUT SEE SECOND FLOOR SD REFLECTED CEILING PLAN FOR LIGHTING LAYOUT 5D1 u RAF LEC-7ENEDl SYMBOL IDENTIFIGATION SYMBOL IDENTIFICATION SURFACE MOUNTED O / CHAIN HUNG E316 A55 LED LIGHT FIXTURE FAN FIXTURE TO BE SELECTED TO BE SELECTED EXIT SELF LUMINESCENT EXIT SIGN TO BE SELECTED 2X2 RECESSED BATTERY LED LI6HT FIXTURE WALL PACK TO BE SELECTED TO BE SELECTED 5D SMOKE DETECTOR 2X4 RECESSED LED LIGHT FIXTURE EXHAUST FAN TO BE SELECTED TO BE SELECTED NOTES: I. ALL MECHANICAL, ELECTRICAL, FIRE ALARM, FIRE SPRINKLER d SECURITY SYSTEMS TO BE COMPLETED BY OTHERS 2. ALL FIXTURES ARE TO BE 5ELEGTED BY OWNER, AND VERIFIED BY GONTTLAGTOR PRIOR TO ""' Ll PURCHASE OR INSTALLATION J U 4. ALL SIGNS $ BATTERY WALL PACK QUANTITIES / LOCATIONS ARE TO BE VERIFIED WITH FIRE MARSHAL PRIOR TO PURCHASE OR INSTALLATION O SD O OEXIT ® Q Q O , SD O Li EXIT I I I I I I I i SD 5D 5D 5D SD 5D SD EX I STI N6 EXI5TI N6 0 0 0 0 10 GEILIN6 LAYOUT CEILING TO REMAIN LAYOUT I - - --- ---- - ---- - ---- - � TO REMAIN dz I z <EXI5TIN6 F=z p CEILING LAYOUT 0-1 (Y TO REMAIN _o W V EXISTING --------- j --------- TOI INN LAYOUT I EXIST I I CEILING LAYOUT O O O O 0 O TO REMAIN I � I I I I I i I i I EXISTIN6 -- CEILING LAYOUT TO REMAIN EXISTIN6 i CEILING LAYOUT + 0 0 ---- TO REMAIN EXI5TIN6 CEILING LAYOUT EXISTING TO REMAIN CEILING LAYOUT TO REMAIN I I EX15TI NG I CEILING LAYOUT I I TO REMAIN O O O Q /'"�l�J� O EXISTING 0 CEILING LAYOUT — � TO REMAIN _ I 5D 5D 5D SD SD SD SD �_ EXISTING I CEILING LAYOUT EXISTING TO REMAIN GEILIN6 EXI5TIN6 LAYOUT GEILIN6 TO REMAIN LAYOUT TO REMAIN --------------------------s .. O2' 4' 6' 8' IO' 12' 14' 16' SEC,O- ID FLOOR REFLEGTED C--,,E I L I N0 FLAN MAIM E3U l LD I NC---7 FART A SCALE: 1/4"=I'-O" CORIYIN STREET (50') 0 PLEASE BE ADV1 SED THE G01-f PL I ANGE GERTI F I GATI ON 15 BASED ON PLANS .AND SOLELY FOR THE PURPOSE OF OBTAINING A VINEGAR BUILDING PERMIT. IN ORDER TO .GOMPLY WITH W BUILDING EXISTING BUILDING TOWN GUIDELINES / ,MN RT RING TO REMAIN ,ADDITIONAL INSPECTIONS AND TESTI NO MUST BE DONE TO OBTAIN AWN CERTIFICATE OF OCCUPANCY — "" �..- �Lcl _ PSB ING ,_.,..��..� LONG ISLAND RAIL ROAD PROPOSED INTERIOR RENOVATION FOR � �Fp MATGHBOOK DISTILLING GOMFANY LLC 230 GORHIN STREET 6REENPORT N.Y. IIg44 AF'f'RO�/ED BY. f<E---- FLAN SCALE: A5 NOTED DRAHN BY,RK SCALE: DATE, 06-20-16 REVISED BY , �.. ., ; Robert- J. Orubor Arc.hitcct ","S>? 476 Ex re55wa� Drive 5o. Medford N.Y. 11763 (631 654-4g4q 15SUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.03.11 RESUBMITTED FOR PERMIT 04.11.17 TF 15571, .t61 �REFLECTED GEILING PLAN ° G NUMBER. ISSUED TO PLANNING OQ.15.16 IRESUBP`11TTED TO PLANNING 11.15.16 RESUBMITTED TO PLANNING 05.06.17 REVISED PER TOWN 06.01.17 _ o t. "`� 10 MAIN BUILDING PART JOB, or= � � 16-0,11 B.O. :DEGK ` B.O. DECK ,7 B•O' bEC' �� > B.O. DECK B.O. DECK (J \� GAULK CAULK J CAULK CAULK 5 G H E D U L CAULK 6" I6 GA. MTL 5T1JD5 STUDS AT�6 O.C. AT Irb" A. TL STUDS S 5TU/e5" 16 5 AT�6' O.C.A. MTL 16 G-A, MTL STUDS AT I6" O.G. > " AT I6" O.G. EXI5TING TAG WIDTH HEIGHT TYPE ELEVATION DOOR ER FIRE REMARKS J MATERIAL MATERIAL RATING WALL TO GLASS FIBER SOUND BATT l i " EXISTING kNARL TO REMAIN R-11 BATT INSULATION REMAIN INSULATION, NOM 5-1/2 IN. �J EXISTING DOOR TO REMAIN. PATCH / F'EPAIR A5 REQ. �� E EXISTING DOOR TO REMAIN. REPAIR / REPLACE A5 PER OWNER PAIR / REPLACE AS PER OWNER PATCH $ THICK, MIN. DENSITY OF GLA55 FIBER SOUND BATT ' GLASS FIBER SOUND BATT z REPAIR A5 0.80 PGF, WITH A FLAME INSULATION INSULATION y I 3'-O" �'-p" SINGLE B HOLLOW HOLLOW SPREAD OF 25 OR LE55 R-15 BATT INSULATION FRP PANELS METAL METAL 5/4 PROVIDE CLOSER 4 51LENCERS PER OWNER, ='� A5 PER OWNER SWING AND A SMOKE DEVELOPED >, COORDINATE J SINGLE SOLID GORE HOLLOW PROVIDE PASSAGE LOCK 4 W/ EXTERIOR OF 50 OR LESS, (1) LAYER Of- 5/5" (U LAYER OF 5/8 2 3-O 7-O A N/A ELEVATIONS FRICTION-FITTED TO (I) LAYER OF 5/8 �� y GYP BD. ON v SWING WOOD METAL SILENCERS COMPLETELY FILL THE GYP BD. ON GYP BD. ON (1) LAYER OF 5/8" y DRY SIDE SINGLE SOLID GORE HOLLOW PROVIDE PASSAGE LOCK, & STUD CAVITIES. DRY SIDE J DRY SIDE S, ` ' GYP BD, ON 3 (U LAYER OF 5/8" 5_p _p SWING WOOD METAL N/�` SILENCERS (1) LAYER OF 5/8" DRY SIDE "TYPE X" GYP BD. =' M015TURE �� 4 » DOUBLE HOLLOW HOLLOW ON DRY SIDES v (I) LAYER OF 5/8" (1) LAYER OF 5/5" >; <=� 6 O 0 SWING G METAL METAL 5/`� PROVIDE CLOSER SILENCERS RESISTANT J MOISTURE MOISTURE GYP BD. ON DOUBLE 50LID GORE HOLLOW (I) LAYER OF 5/8" - I SWING WOOD METAL N/A PROVIDE CLOSER 4 SILENCERS -�� RESISTANT ��' RESISTANT �, NET SIDE � () LAYER OF 5/8" 5 6�-0° 7'-O° C "TYPE X" MOISTUREGYP BD. ON J GYP BD. ON MOISTURE DOUBLE SOLID GORE HOLLOW INSULATED DOOR W/ WEATHER STRIPPING RESISTANT BD. ON NET SIDE WET SIDE `, CAULK i RESISTANT 6 6'-O" 8'-O" D Gl'P BD. ON SWING WOOD IMETAL I PROVIDE OL05ER 4 SILENCERS FLOOR FLOOR WET SIDES FLOOR FLOOR FLOOR FLOOR NET SIDE DOUBLE SOLID GORE HOLLOW 6'-O" V-0" SWING D WOOD METAL 5/4 PROVIDE CLOSER 4 SILENCERS EGT ON SECTION CAULK 5EGTION �— CAULK SECTION �— CAULK SECTION 5EGTION CAULK NOTE: 5 I - - ALL DOOR SPECIFICATIONS 4 QUANTITIES TO BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION wY'..:f:Y-'.. .. .�'T�.'�'4::1•' 1V7I1I^��Y, ... _. �W . .. ._.. W PLAN PLAN PLAN PLAN PLAN m PLAN DOOR E L E V A T I O N S . 1 Wf�LL TYPE I ? WALL TYPE 2 �WLL TYPE 3 � WALL TYPE 4 5 WALL TYPE 5 6 WALL TYPE 6 6'-0111 , UL# U4111 WALL T I FES - - ROOM H.G. - -- NAME SIGNAGE SCALE: I/2"=I'-O" / NOTES: 1. COORDINATE ALL FINISHES N17rH OWNER 2. USE (1) LAYER OF 5/8" MOISTURE RESISTANT GYP BD. ON ALL NET AREAS 4 dJ o / , � o � \ co � �� o0 „ FULL SIDE PULL SIDE / NOTE: X=12 IF DOOR HAS NOTE: Y=4S MIN. IF DOOR KICK / KICK �' KICK, / KICK . BOTH CLOSER AND LATCH HAS BOTH LATCH AND CL05ER, I 2 MIN PLATE / PLATE PLATE\ / PLATES` 11 Ll / 54" MIN. > I I I r ELEVATION A ELEVATION 8 ELEVATION G ELEVATION. D r- - - - - - - - -� I I I z i I I I I X 1 I 2' MIN. .�I N I I _ �. PUSH SIDE 1 I _ �- PU5H SIDE I I I I ( STOREFRONT S�H E D U L E ( NOTE: IF Y=60", THEN X=36" NOTE: Y=54" IF DOOR HAS CLOSER TAG MANUFACTURER SERIES MATERIAL TYPE SIZE ELEVATION REMARKS IF Y=54", THEN X=42" (e) ,a KAWNEER 451T ALUMINUM SINGLE +/- 5'-4" X REUSE EXISTING OPENING / LINTEL FIXED " ` (c) (c) LATCH SIDE FRONT APPROACHE-SLIDING DOORS +/- 5-4 HINGE SIDE APPROACH)=5-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS AND FOLDIN(6 DOORS E EXISTING WINDOW TO REMAIN E EXISTING WINDOW TO REMAIN REPAIR / REPLACE A5 PER OWNER REPAIR / REPLACE AS PER OWNER NOTE: ALL NEW STOREFRONT SIZES, HARDWARE 4 GLAS5 TYPE 15 TO BE FIELD VERIFIED PRIOR TO PURCHASE OR INSTALLATION r PULL SIDE - � _ — +/- 3'-4" W.F. , KNDON ELEVATIONS NOTE: Y=48" MIN. IF DOOR 54" MIN. � _ �,I --F-HAS SER i I - - - - - - - i D I I \ CJI G '� O I I X 1 I I I I I A R0J`=�� _ FUdH SIDE „ I M // 4 PREP-qRRED �. d 2' MIN. I 15” MIN. I I I ( I + I I I I 1 FRONT APPROACHES-SLIDING DOORS SLIDE SIDE FRONT APPROAGHE-SLIDING DOORS ® O (a) AND FOLDING DOORS AND FOLDING DOORS FRONT APPROAGHE5-SWINGING DOORS DOOR AC1C,,,E551E3L1T"r DETA I LS SCALE: NONE 2 BOOP JIL 4, VTR. 4„ VTR'JIL 4" VTR.JIL _ 4" VT'-JJL JIL 4" VTR. 4" VTR.JIL I I I NEW GRAIN STORAGE I ( NEW PROMOTIONAL NEW FRUIT EXIST. TOILET I I I - SALES AREA - -- _ _i - -- t- -- - - -I - - - I - I PREP AREA TO REMAIN - _ - __-- NEW WOMENS TOILET NEW MENS TOILET -- - - - - -i - - r I 1 - I I I I „ I NEW LAB I _ - - _ T - I _ _ � - - -1- - -- -I r- --- -� - I I/2 I I/2° .I I/2 I r- _ - -�- - 1-- - - --- - -- I I/2 � I I/2 � I 7 �I I/2 �I I/2' rl I/2 I r I r - - -1- - I r — - - - I I 1 1/2" I I I 11/2" I I F I lie" I 1 1/2",I 5 COMP, I I I I I 12" 1,1 , I 2",I LI I/2" 2'� I I/2" 1 1/2" I I I 2 COMP. HAND I r2 COMP. HAND SLASH I EYE 1/2 I I� SINK I SINK I ( SINK I SINK I SINK I EYE I.I I/2" SINK W G N.C. I I I WASH I I W.G LAV. W C LAV. 1 ISINKN I I i rFL� SINKI WASH LAV.1 IDRINK. 17TRENCH TRENCH FOUNT. 1 2IMED. SMEG LRG ICE D15H ICEI I/ GREASE DRAIN DRAIN I I JAN. FLOOR E4 OOR I FLOOR REF. MAGIII. WASH.1ST FLR TRAP I DRAIN DRAIN 7I REF. REF. GRErRAASp I I/2" DRAIN I I/2° Gr-RRAEPA5E BIN OR TRENCH FRO R FLOOR1SI I/2 AIN DRAIN DR IN DRAIN I i/2" I I/2" I I/2 .5. G.O. I I I I/2" I i/2" I 1 1/.2 1 1/2" 1 1/2" 1 1/2 1 1/2 11/2 G.O. I C•0• G.O. 4" 4" 1 1/2" 1 1/2" 1 1/2" 1 1/2" II 1/2" 11/2" 1 1/2" 1 1/2" 4" 4" FAI G.O. 1 411 G.O. GRADE , G.O. 4" 4" J G.O. ►v z EXIST. TRAP 4" Q TO REMAIN _J TTpp PPPROVED G.D. _ 4-1 4" 4 SANITARY SYSTEM FLU1\/1E3INC:-;7 IS R DIAGRAM MAIN EULDINO 5GAL1=: NONE PLEASE BE ADV 15ED THE GOMPL I ANGE GERTI F I GIST I ON 15 BIASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING, A BUILDING, PERMIT. IN ORDER TO GOI\-IPL'r WITH TOWN CGU I DELI NES ADDITIONAL INSPEGTIONS AND TESTING, MUST BE DONE TO OBTAIN A GERTI F I GINE OF OGGUPANGY PROP05ED INTERIOR RENOVATION FOR rD MATGHSOOK D I STI LL I NO GOMPAN)' LLO �0�� , �'"• 230 00PJ 1N STREET 6REENPORT N.Y. 11c144 SCALE: A5 NOTED APPIRovED BY. DRAWN BY.I O .+.., DATE. 06-20-16 REVISED BY : Robert J. O rubor - Architect � X71 416 Ex re55i' oy Drive 5o. Medford, N.Y. 11163 (631) 654-4g4q NUMUERt ISSUED FOR PERMIT 08.10.16 (DENAIL) RESUBMITTED TO PLANNING 11.07.16 RESUBMITTED TO PLANNING 01.05.17 RESUBMITTED FOR PERMIT 04.11.1-7 3 F ..�,; DOOR / HARDNARE / v 11 OF 11 155UED TO PLANNING 01.15.16 IREeUE3MITTEP TO PLANNING 11.18.16 RE5U5MIT7CD To PLANNING 03.06.17 REVI5ED PER TOWN 06.01.17 _ '"'" WINDOW 5GHF_DULE5 l$ WALL TYPES jos, # 16-011 54" MIN' O EQUIPMENT SCHEDULE O EQUIPMENT SCHEDULE GENER�L DEMOLITION NOTES: 42" 12' Item Item LEGEND 1. 60 MIN. No Qty Equipment Category Manufacturer .3ize: L"x W'x H" Model Number ELEC. WATER REMARKS No Qty Equipment Category Manufacturer Size: L"x W'x H" Model Number ELEC. WATER REMARKS I. IT 15 THE RESPONSIBILITY OF THE DEMOLITION CONTRACTOR TO MAXMIN. 1 1 Shelving As Per Owner T.B.D. T.B.D. T.B.D. 12 1 Hand Sink T.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN < READ AND FULLY UNDERSTAND THE SCOPE OF WORK IN THESE 56"M �kAWINGS AND NOTES. 15" 2 1 Hot Water Urn T.B.D. T.B.D.T�,g.D. T.B.D. 13 1 Double Sink T.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN O WINDOW TAG 4 18" 42" MIN. 3 1 Undercounter Glass Washer T.B.D. T.B.D. T.B.D. ><HOT&COLD INDIRECT DRAIN 14 1 Trash Receptacle T.B.D. T.B.D. T.B.D. 2. PRIOR TO THE COMMENCEMENT OF ANY WORK THE CONTRACTOR SEE WINDOW SCHEDULE 4 1 Dri Coffee Maker T.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN 15 1 Display Area T.B.D. T.B.D. T.B.D. 15 TO WALK THE SITE TO VERIFY THE EXTENT OF DEMOLITION. ANY RTIGAL 12" 24" p GRAB BAR GRAB Pressure Sens Ive ISSUES SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION ' BARS MIN, MIN, 5 1 Undercounter Refrigerator Lowboy T.B.D. T.B.D. INDIRECT DRAIN 16 2 Pre Rinse Tray T.B.D. T.B.D. T.B.D. INDIRECT DRAIN O DOOR TAG pp IMMEDIATELY. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IN 6 1 Industrial Grinder T.B.D. T,B.D. T.B.D. 17 2 W%aDraina e rip ray T.B.D. T.B.D. T.B.D. INDIRECT DRAIN WRITING OF ANY DISCREPANCIES OR ITEMS NOT INCLUDED HEREIN SEE DOOR SCHEDULE • TOILET i HPAPER OLDER ,`�Q Z 0 Q 7 1 Hopper Grinder T.B.D. T.B.D. T.B.D. 18 2 Ice Bin w/Drainage T.B.D. T.B.D. T.B.D. INDIRECT DRAIN THESE DRAWINGS • 111-�uY 8 1 Espresso Machine T.B.D. T�.g.D. T.B.D. HOT&COLD INDIRECT DRAIN 19 2 Cutting Board w/Drainage T.B.D. T.B.D. T.B.D. INDIRECT DRAIN X WALL TAG 'W pd 3. CONTRACTOR 15 NOT TO BLOCK ANY MEANS OF EGRESS OR SEE THIS SHEET m •1 _ m I.L. 9 1 Rinse Plate T.B.D. T,g,D. T.B.D. HOT&COLD INDIRECT DRAIN 20 2 Hand/SI'o t Sink T.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN CORRIDORS WITH ANY DEBRIS OR TOOLS DURING DEMOLITION OR — f FINEll. EL . FL. 00 10 1 Ice Bin&Cutting Board T.B.D. T.B.D. T.B.D. INDIRECT DRAIN 21 2 Electric Hot Plate T.B.D. T.B.D. T.B.D. CONSTRUCTION. Gold rew egerator EXI5TIN(5 WALL / ITEM 11 1 &FaucetT.B.D. T.B.D. T.B.D. HOT&COLD INDIRECT DRAIN 21 1 Undercounter Refrigerator Lowboy T.B.D. T.B.D. INDIRECT DRAIN 4. CONTRACTOR TO OBTAIN ALL NECESSARY UTILITY DISCONNECTS r - - TO BE REMOVED SEE GENERAL DEMOLITION 22 1 Ice Machine T.B.D. T.B.D. T.B.D. COLD INDIRECT DRAIN PRIOR TO THE START OF ANY WORK NOTES THIS SHEET 46" MIN. NOTE; IN SOME GASES TOILET +E SINK MAY BE FRONT V I EW 5. TEMPORARY PLYWOOD BARRIERS ARE TO BE INSTALLED WHEN EXISTING WALL TO REMAIN SIDE V I W Lor-AVOND AAD HANOE TO APPROVED ANY DOOR OR GLAZING 15 BEING REMOVED. THESE PLYWOOD `� `� SANITARY SYSTEM BARRIERS ARE TO BE SECURED WHEN NO WORK 15 BEING SEE WALL TYPES TY� I �A�. HAI `�D I �A F I O I E I SFE PERFORMED. NEW FRAMED WALL 9)=�NOTE: ALL TOILET ROOMS SHALL MEET SCALE: 1/411 = I1-0" EXIST. � b. WHERE EXISTING WALL CONSTRUCTION IS REMOVED, PATCH ANY SEE WALL TYPES DISTURBED AREAS WITH CONSTRUCTION TO MATCH ADJACENT PRIOR THE REQUIREMENTS OF IGC,/ANSI 2009 EDITION HOUSE TRAP TO INSTALLATION OF NEW FINISHES. '1. CONTRACTOR 15 TO MINIMIZE THE AMOUNT OF DUST AND DEBRIS � NEW I HR RATED WALL ENTERING INTO AREAS NOT AFFECTED BY THE DEMOLITION. ALL "�""•"'"•"®"�` SEE WALL TYPES 2 +/- 2 1/2" +/- 2 1/2" DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED 5 � 5 OF AND REMOVED FROM THE SITE BY THE CONTRACTOR. 8. THE fj I J - �hIB- - -- - -- ------ - J5 JB JB HB .� JB 16 5 BRACING CONTRACTOR IS REQUIRED TO PROVIDE ALL SHORING AND NO-r�rJ: +/- 2 I/2" 20'-1" HB JB 231,811 JB I " 1 n ED DURING THE REMOVAL OF EXISTING STRUCTURAL -+/- 2 1/2" MEMBER5 AND INSTALLATION OF NEW STRUCTURAL FRAMING. I. ALL DIMENSIONS ARE TO BE FIELD VERIFIED b" b" i N� �I 3 1/2" NW E�LAB 1 4 ♦ 9. WHERE ELECTRICAL OR PLUMBING LINES ARE TO BE ABANDONED, PRIOR TO ANY CONSTRUCTION OR PURCHASE. 1 UNDER __ TRI-STEAM loo 30o boo REMOVE ALL SUCH WORK, GAP OFF LINES LEGALLY AT FINAL 1.6 MILLION 2 a SINK L- I SPIRIT SAFE GAL. 6ALLON GALLON INACCESSIBLE PENETRATIONS. 2. IF ANY DISCREPANCY EXIST, CONTRACTOR TO { BTU BOILER �� Q HAND SINK STIL STILL STILL CONTACT ARCHITECT A5AP FOR RECTIFICATION 1 jp a EYEWASH I ♦ Q l0. CONTRACTOR MUST PROVIDE PHOTOGRAPHS OF EXISTING PRIOR TO THE RECOMMENCEMENT OF WORK IN NEN o y ♦ GONDITION5 THA? MIGHT BE QUiESTION BOILER •� ,•� w "� o „� .J►� ♦ MISCONSTRUED A5 DAMAGE RELATED TO REMOVAL OPERATIONS. 3. ALL FINISHES AND SPECIFICATIONS ARE ♦ AND 15 TO VERIFY WITH THE OWNER PRIOR TO THE START OF WORK. 551 PER OWNER 2 1 OOM 3 O 3 !a$MILLION I �♦ EXIST. SPRINKLER RISER B ER �' 3 a/8. j ♦♦ TO REMAIN PROMOTIONAL N I NEW TRENCH DRAIN GLEAN OUT 5 5 I 5ALE5 AREA ii 1 I NEIN 4"SANITARY L O -O ---------- ---- --I ----- _ _II_O=\-_2-4-6-�-8- FI CONNECT VERIF TO EXI T. CLEAN OUT I --1�s-- _-_ I `♦♦ SPARK FREE STI I �1 - ---- --- ----------------------d� FIELD VERIFY EXAG INIEN � ❑ I I � I LOCATION TVP. LL I Z ! - i I ♦ - � I _ 4 O " I 4,k,* AREA I -I r-= 1 - NEW FD '1 i i (25' MIN FROM STILLS) 1 I I EXIST. _ 4 I I 3 v t ♦♦ __\ +� .-- j R' VEST. CLEAN OUT I ... VI NEW i �I ii, w N 5 2 2 i ♦ EXISTING i.Ir 68�/�°x------6811))°-t` 68 1/2"x 66 v2"x v O FD m Q ♦ I 1 98"x CID"x - 7 aa"x 98"X ~ I6 8 8 I b 1 - 1 It) K 1 K O 1 I ♦ SHED I 56 1/2"HI6_H 56 1/2"HI _1 j 5611 HIGH 56 1/2"H16H UJ U1 + _-- 1 _ J — W m lU I O O 1 O p ♦ O TO BE I T-RILEM _ e - 1 GRILLER CHILLER F U O 3 /8" I ' J Z Z I ♦ REMOVEd (�UT11RP� t -_'1 N ' 1 I ♦ ------- t------ - C I , 11 II -------------- --'------------ -- - ---- -� 7 - -- I-------- 1 1 ♦ I NEW FLEXIBLE METAL ---_ z ' 1 I3 1 I I etc{, I CONDUIT,SIZE T.B.D. ------ 41* ___- S ♦ w ® �"+,®� •d. w wa•s_� s s w w �� w w ----- 1 L4--_-- ---- ti♦♦ Iq 15-0" Iii °I � � I ----------= T ♦ i 1 CHILLER d ---- • ' 1 I � J��r<, ♦ I i ' PUMP TANK ---- � f� g'-0" � PROPOSED r------_. -- I I O ♦ I I 110"171A.X 1 --- � 1 2 P T 5 AG G ARE I 1 O I T T I AREA + RE►�OVE EXIST.SLAB d I I I < O ♦ 1 125"HIGH E I i I EXIST. SLAB UNDER p� ♦ 1 5000 GALLON yj�Fp O tr } INSTALL NEW POLISHED SLAB I 1 /c� 1 EXISTING STORAGE 9r�Lr 1 PUMP TANK — 1 jRACK TO REMAIN /OY/� �� ", •.L.. .. ad ® w w w w w s a a _ w jw •wl a w . . . r. �.i w .f w w w w w .� w w w w w w w w w s w w 1. w w e a w �wn w GLEA l li `COTE_ ; I I 1 OUT ALL NEW / PROP05ED MILLI IIORK PATCH 4 REPAIR A5 ♦ I NEW 1 1 3 5/8" I 15 TO BE DONE BY OTH-2-kS 1 UP 1 IH I 1 REO. ♦ I I MENS ` NEW i 1 ♦ __d I fas=t r - ^^"�" XIS I 0 0 0 Ir- 1 I 1 4 J L4 G WOMEN5 _ 5 I HATCH INDICATES r--- 1 i ♦ 1r---T I I O OI ,3 H.G. 11 NEIN -- T. AND INSTALL NEW AB L---i 1 --------------------------------------------------------------- ------ ----J-------------=-------------------------=--------- -� + 10,/ IIa-.�, - 4 ' FD Cl'` TOILET I DISPLAY - I F-_-1 ♦ IF---i b P.G. SLAB W/ ---� L---- EXISTINGT- ---------- I -------- ---�r��--- T - -- r�---� r-r ---r : m T-I I/2" + - 'l 2 -� •tq I, I t I I I I• I I L--- " I I I I bXb-I.OXI.O WWM r_--1 STORAGE RACK r--- 1 I 18 8 5/� -' g 5/8 1111 • I --I _-- �' I I I I I I I I I I 3 5/8 1 E iii TO REMAIN ---=_- 3 2 O h I OVER WELL O I - I COMPACTED SOIL ♦ ♦ T-_---�r j W/ 1/2" PERIMETER ♦ ♦ I I + � ♦ • I I I I I I I I I I I I I I I I I I I I O J I I I I i t I I I I " " ------ Q I EXPANSION JOINT ♦♦ `�� w w I� w w TMI w w •w1 PM w 1� � w sl T w r1 r w � w Iw I 1/ 5 1 11) I I I I I b I I I I I I t I I 1 I I I I I I I I I I l i I I I I I I I I I Q 19 O O O I ♦♦ II III III III III III III O I 1J 11J �I_1J L1J L.LJ LJ _JL1J ----------- ---------------- ---------------n--------------- ---------------- ----------- UP 1 I I ♦ EXISTING NEW 24"X24"XI2" P.G. PIER EXIST. ♦ I STORAGE RACK N/ (3) #4 REBAR EA WAY, ♦ 1 TO BE REMOVED TYF 1 E GLEAN OUT I NEW TRENCH DRAIN , GLEAN OUT IN i-------------------- --------- i ---NEW ...-.. ---i-,� r !;r-� -- ------ 41* . - I II I I I I I I I I (-- ,- O I I I I I I I I I I I I I OXI12i(5IIRDE I I I 1 1 I ♦ I I I I I 1COFFEE --------------------------- -- NEW I I I ♦ ! I I I I IAS I I HLT 6 GLT i i i �♦ i i i i GOF i= ' I I iV1 i i i i i 5 NEW GRAIN I I I I I I I I I I 1 11 Il l tul•I I I IAREA1 1 1 r---------- 1 7 I I J_LI_L11L�_L_ I I I I Q I I I STORAGE 6 1 I HEAT I too I I♦ I I I 1 1 1 1 1 1 1 iKl 1 bJlb EXISTING I I I 1 1 1 —I I 00 f� 300 300 300 I EXCHANGER ( OALLON I I I I I �I -� IST I STORAGE I ~' I GAL• GAL. GALLON GALLON GALLON I I ASH Ti�N I ' ERM RM FERM. FERM. FERM. ♦ -_-il I N' 61 16"1 O.G. 1 1 TO REMAIN NEW 12011 ' I I Illulll I I I I I I ! 1 IFI-- IXI— I I I r♦ 1 � I I I I Iv I I I J I I I GLEAN TRENCH DRAIN 1 I I NEW 1 1�1 I i t (5)6006 a f5)3006 3000 GALLON 1 1 I I I 1 1 1 I. 1` 1 I ILt-- 1 1 1 I • OUT �RMENTATION AREA I REVERSE I 600(5 IGOG I I I I I I ♦ I III I�I M��Z. �'�,�INI�NE 1 1 I NEW ° I j OSMOSIS j MASH TUN I ! I I 1 1 1 1 1 1 ♦I I I x w 1 I -� ABOVE 1 I 1 �Ew I I TANK FILTER I I I I I I I I I �R I I 1- 3 COMP. ^ I 600 31-0" 600 g1_0" 600 3'-0" 600 3'-0" 600 I I AREA 1 1 1 1 I I I IN I I; FRUIT PREF SINK W/ I GALLON GALLON GALLON GALLON GALLON I I I 1 600 I I I I I I 1y � V L jI•I I t I ; I E AREA 1 FERMENTS FERMENTE FERMEN FERMENTE FERME I I I ALLO I I I I I I I E'Al I♦ I IQ I I I 1 1 O O XI5 lO GREA5E I 1 1 I I I MILL I 1 1 1 �I I_1 I I I 6 " I I I ; I I I I I I I ♦ 1 1 I tT I 1 1 ' EXISTIN E H T INTERCEPTOR 1 I I I ♦ I I ' I 20'-1 1/2" b" 1531-010 I I L 1 J L 1.J I L 1 J L -J L w Ly w I�y w y; TOILET I 1 11 +/- 15'7'-5" I I i I I TO REMAIN 1 I F16 HB .JB .1B .� HB .� .1B .� .IB .B I .1B FIB I .1B 1 .!B---------JB HBI = " " " I I I f---- - ----- ----1- I �- -- - L " ----L ' " L F D - — - - -- ------------------------------- ----------------------- - +/- I/2" 6 5 +�- 2 1/2" +/- 2 1/2" NOS: NOTE: NOTE: s n'-1o" --- I O O 1 AUG 2 201 ' NEW SPLIT SYSTEM EXTERIOR OF BUILDING 15 TO BE ALL NEW EQUIPMENT 15 TO HAVE ALL NEW PIPING TO BE NEW JUNCTION BOX NEW HOSE BIB BY OTHERS PAINTED BENJAMIN MOORE A MINIMUM CLEARANCE OF 3'-0" INSULATED AND HAVE FIELD VERIFY EXACT FIELD VERIFY EXACT COLOR: OCEAN FLOOR #1650 FROM ALL OBSTRUCTIONS HEAT TRACING LOCATION TYP. LOCATION TYP. rUHMING DO,M TOWN OF SO :OLD at 4' 8' 12' 16' 20' 24' 28' 52' 56' 40' FIRST FLOORDEMOL I T I CN � �ONSTRUC7I ON, FLAN �' M� 11� BU I L1� I N� (FARI A) SCALE: 115'1 Lj CORWIN STREET (50') PLEASE BE ADVISED THE GOMPL I ANIGE GERTI F I GATI ON 15 BASED 10 ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A VINEGAR BUILDING PERMIT. IN ORDER TO GOMPLY WITH TOWN GUI DELI NES w BUILDING E7CISTIM ]BUILDING ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN / ��TUILDING TO REMAIN GERTIFIGATE OF OGGUPANGY MAIN BUILDINGPART B _ �--- ISLAND RAIL ROAD PROPOSED INTERIOR RENOVATION FOR .��F > t� `' MATCHBOOK 0 I STILLING COMPANY LLO J. Gf�/? / 230 GORWIN STREET 6REENPORT N.Y. 11944 sGALE, A5 NOTED APPROVED By. Dl2,RWN BYE RK I� SCALE: I"=60'-O" DATE, 06-20-16 REVISED BY Robert J. Gruber - Architect s IVI 476 x reSSwa Drive So. Medford, N.Y. 11163 (631) 654-00 ISSUED FOR PERMIT 08.10.16 (DENIAL) }}E�ggUgg D TO PPLLANNKN NNG 11.18.16 St�¢ 11T FO;WERMIT p4.11.1"1 REVISED PER OWNER 08.15.17 � or 14 '° ' IST FLOOR DEMO / OONSTRUOTION 155UED TO PLANNING 09.15.16 I RESUBID TO PLANN�NG 01.03.1'1 V D TO 06.01.1'f 6 O RESUBMITTED TO PLANNING 11.01.16 RE5UBHITTED TO PLANNING 03.06.1-1 REVISED PER OWNER 08.03.17 PLAN - MAIN BUILDING PART A Job, #16-071 D B.O. DECK CAULK B.O. DECK > _ CAULK B.O. DECK CAULK ; B.O. PECK A LK B.O. DECK CAULK b" I6 GA. MTL 5TUDS 3 5/8" I6 GA. MTL 6" 16 GA. MTL STUDS 3 5/6" 16 GA. MTL 6" 16 GA. MTL STUDS AT I6" O.G. 5TUD5 AT 16" O.G. AT 16" O.G. 5TUD5 AT 16" O.G. AT 16' O.G. DOOR FRAME FIRE EXISTING TAG WIDTH HEIGHT TYPE ELEVATION MATERIAL MATERIAL RATING REMARKS WALL TO GLASS FIBER SOUND BATT EXISTING WALL TO REMAIN R-la BATT INSULATION INSULATION, NOM 3-1/2 IN. EXI5TING DOOR TO REMAIN. REMAIN THICK, MIN. DENSITY OF PATCH / REPAIR AS REQ. E EXISTING DOOR TO REMAIN. REPAIR / REPLACE A5 PER OWNER REPAIR / REPLACE A5 PER OWNER PATCH 6LA55 FIBER SOUND BATT 6LA55 FIBER SOUND BATT REPAIR AS 0.80 PGF, WITH A FLAME INSULATION INSULATION R-15 BATT INSULATION , „ , „ SINGLE HOLLOW HOLLOW PER OWNER, SPREAD OF 25 OR LE55 FRP PANEL5 1 3-O '1-O B 5/4 PROVIDE CLOSER d SILENCERS COORDINATE AND A SMOKE DEVELOPED SWING METAL METAL OF 50 OR LESS, r A5 PER OWNER W/ EXTERIOR (I) LAYER OF 5/8" (1) LAYER OF 5/5" (1) LAYER OF 5/8" 2 3,-0„ .10-011 SINGLE A 50LID GORE HOLLOW N/A PROVIDE PASSAGE LOCK, t FRICTION-FITTED TO ELEVATIONS GYP BD. ON 5WIN6 WOOD METAL SILENCERS COMPLETELY FILL THE GYP BD. ON GYP 51 ON DRY 51DE (1) LAYER OF 5/8" „ SINGLE 50LID GORE HOLLOW PROVIDE PASSAGE LOCK, 4 STUD CAVITIES. DRY SIDE DRY SIDE LN GYP BD. ON 3 3-O '1-O SWING B WOOD METAL N/A SILENCERS (I) LAYER OF 5/8" r (I) LAYER OF 5/8" DRY SIDE "TYPE X" GYP BD. MOISTURE 4 HOLLO 6'-011 -�'-0„ DOU5NINBLE G METAL METAL 3/4 PROVIDE CLOSER d SILENCERS ON DRY SIDES (I) LAYER OF 5/8" (1) LAYER OF 5/6" RESISTANT (1) LAYER OF 5/8" MOISTURE MOISTURE GYP BD. ON "TYPE X" MOISTURE RE515TANT RE515TANT NET SIDE ; (i) LAYER OF 5/8" 5 6'-O" 7'-0" DOUBLE C SOLID GORE HOLLOW GYP BD. ON GYP BD. ON MOISTURE SWING WOOD METAL N/A PROVIDE CLOSER � SILENCERS RESISTANT WET 51DE WET SIDE CAULK RE515TANT 6 DOUBLE 50LID GORE HOLLOW INSULATED DOOR W/ WEATHER 5TRIPPING GYP BD. ON GYP BD. ON 6-O 8-O SWING D WOOD METAL N/A PROVIDE CLOSER 4 SILENCERS FLOOR FLOOR NET SIDES FLOOR FLCaOR FLOOR FLOOR WET SIDE /. /;,/, //. 77-777///.% 7 6'-O" 8'-0" DOUBLE D SOLID GORE HOLLOW 3/4 PROVIDE CLOSER s SILENCERS SWING WOOD METAL SECTION SECTION CAULK SECTION CAULK SECTION CAULK SECTION SECTION CAULK NOTE: ■ ALL DOOR SPECIFICATIONS $ QUANTITIE5 TO BE VERIFIED WITH OWNER PRIOR TO PURCHASE OR INSTALLATION IN PLAN PLAN PLAN m PLAN PLAN PLAN DOOR ELEVATIONS WALL TYPE I 2 WALL TYPE 2 3 WALL TYPE 3 WALL TYPE 4 WALL TYPE 5 m 6 WALL TYPE 6 6-On ULO 411 WALL TY� \ ROOM H.G. NAME 51GNAGE / \ NOTES: SCALE: 1/2"=1'-O" I. COORDINATE ALL FIN15HE5 WITR OWNER / \ 2. USE (1) LAYER OF 5/8" M0I5TUR:E RE515TANT GYP BD. ON ALL NET AREAS o / o /\ 4 00 / \ 00 / -I NOTE: X=12" IF DOOR HAS NOTE: Y=48" MIN. IF DOOR PULL 51DE FULL SIDE KICK / KICK / KICK, BOTH CLOSER AND LATCH HAS BOTH LATCH AND CLOSER 1 2'MIN / KICK PLATE ! PLATE PLATE, PLATE_\ / 54" MIN. r _r _ _ _ _ 1 z I I I I ELEVATION A ELEVATION B ELEVATION G ELEVATION D X I 2' MIN. IZ I I � 1 I tt PUSH SIDE I I _ } PUSH SIDE =; I I i I STOREFRONT SC/H DUL NOTE: IF Y=60", THEN X=36" NOTE: Y=54" IF DOOR HAS OL05ER I TAG MANUFACTURER SERIES MATERIAL TYPE SIZE ELEVATION REMARKS 1 IF Y=54", THEN X=4211 (e) A KAWNEER 451T ALUMINUM SINGLE +/- 3'-4" X A REUSE EXISTING OPENING / LINTEL (c) (c) LATCH SIDE FRONT APPROACHE-5LIDING DOORS FIXED +/- 5-4" HINGE 51DE APPROACHES-SWINGING DOORS LATCH SIDE APPROACHES-SWINGING DOORS AND FOLDING DOORS E EXISTING WINDOW TO REMAIN E EXISTING WINDOW TO REMAIN REPAIR / REPLACE A5 PER OWNER REPAIR / REPLACE AS PER OWNER NOTE: ALL NEW STOREFRONT SIZES, HARDWARE 4 GLASS TYPE 15 TO BE FIELD VERIFIED PRIOR TO PURCHASE OR INSTALLATION — — — — — — — W I NDOW ELEVATIONS NOTE: Y=48" MIN. IF DOOR PULL SIDE 54" MIN. HAS - - - -- I I - - - - -� I - - - - -- --1 D I R GTI �I `� +/- 8'-4" f-- Y.I.F. Z I I - z APPROAGH i PUSH SIDE 1 4" PREF RRED `r I 2' MIN. I 18" MIN. I I I ( 1 I f I I I I + 1 0 0 J/// (d) (e) FRONT APPROACHE5-5LIDING DOOR5 SLIDE 51DE FRONT APFROACHE-SLIDING DOOR5 ® O (a) AND FOLDING DOORS AND FOLDING DOORS FRONT APPROACHES-SWINGING DOOR5 DETAILS SCALE: NONE ROOF J1L 4" VTR. 4" VTR.1IL 4" VTR.jIL 4" L 4" VTR. 4" VTR. � I I NEW GRAIN STORAGE NEW PROMOTIONAL — — — NEN FRUIT EXIST. TOILET SALES AREA — — - - - - - - - - - _ - - - - - - - - - - - -I - - - -i- - - - T PREP AREA TO REMAIN NEW WOMENS TOILET NEW MENS TOILET — — „ — — — — — — -r — — — — — — — „T — — „ — I I I I NEW LAB _ - — - _ — — 1 v2 1 v2 1 1/2 11/2 I f - - -T - - r — I _ - -T - - -I- - I r _ - - - - -T- - �-- - - - - - -r- - I I 11/2"I �I 1 I/2 1 1/2 11 I 11/2" I 1 I/2 „ I I 1 �I I'1 3 COMP. 1 2", �1 I/2° 2',1 I/2" HAND SLOP SLOP HAND KEG HAND DOUBLE OUBLE I/2— „ SINK EYE 1 1/2�� 1 —1- - I 1 I BA51N SINK I SINK 1 51N< I SINK I I 1 FAUCET 1 SINK I SINK 1 EYE W G W.G LAV. I I WASH 1 W G LAV. 1LAV. SINK 1 I I I I SINK I WASH DRINK. 1 2 TRENCH TRENCH URINAL I ICE FOUNT. 1 1 1 1 ICE BIN REF. ICE BIN GLA55 REF. ESPRESSO RINSE ICE BIN 6 GREASE DRAIN DRAIN I MACH JAN. I FLOOR FLOOR FLOOR GUTTING GUTTING FLOOR / D15H PLATE GUTTING FLOG FLOOR TRENCH FLOOR FLOOR FSINK I I/2 DRAIN DRAIN 1 DRAIN DRAIN I I/2" TRAP „ IST FLR TRAP ---IND — IND WASH. TR,gp DRAIN DRAIN DRAIN DRAIN DRAIN 1 1/2 11/2 •S• I I/2" I I/2" 3" I I/2" 3" I I/2" G.O. II I/2" 1 I I/2" 1 I/2" I 11/21, 1 I/2" 1 11/2" 1 1/2" 1 1/2" G.O. I G.O. 11 1/2 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" G.O. I I/2" 11/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 11/2" 1 1/2" 1 I/2" 4„ 4,. 411 4" FAI G.O. 411 G.O. 1 G.O. GRADE 4' SOME FLOOR SINKS MAY BE COMBINED 411 G.O. CONTACT MANUFACTURER FOR INFORMATION -� z EX15T. TRAP 4" J TO REMAIN G.O. 4" TO 4 4 SANIITTAR D PL=UM51 NC; RISER D IAORAM MAIN BU I LD I NC-7 SYSTEM 5GALE: NONE PLEASE BE ADVISED THE GOMPLIANGE GERTIEIGATION 15 BASED ON PLANS AND SOLELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. IN ORDER TO COMPLY WITH TOWN GUI DELI NES ADDITIONAL I NSPEGT I ONS AND TESTING MUST BE DONE TO OBTAIN A CERT I E I GATE OF OGGUPANGY �r D �,r,. , PROPOSED INTERIOR RENOVATION FOR ``'` J MATCHBOOK D I ST I LL I NCS COMPANY LLG 230 GORWIN STREET 64ZEENPORT N.Y. 11944 SCALE. A5 NOTED APPROVED BY. DRAWN BY.RK Juy ' .8 k DATE. 06-20-16 REVISED BY . Robert J. Gruber - Architect gBM •� pL }}A�NNNN ��'I �b ugM � R PyT57' 476 Ex re55wa Drive 5o. Medford, N.Y. II-163 (631) 654-4'1461 ISSUED FOR PERMIT 08.10.16 NUHBER (DENIAL) RESUBMITT D IO PLANNING OI 03.11 WISED PER TOWN 06 011 14.11.1"1 REVISED PER OWNER 08.15.1? `'° °F r' �'. DOOR / HARDWARE / 116 ISSUED TO PLANNING 05.15.16 I RES BM D Too RESUBMITTED TO PLANNING 11.01.16 RESUBMITTED TO PLANNING 03.06.11 REVISED PER OWNER 08.05.11 WINDOW SCHEDULES $ WALL TYPES J05, #16-OSI FIRE ALARM LEGEND MANUAL FIRE PULL STATION Fire-Lite BG-12LXAddressable1!44 0 SMOKE DETECTOR Fire-Lite SD355 Addressable OHEAT DETECTOR Fire-Lite HD31155 Fixed Temp 1350F N O CARBON MONOXIDE DETECTOR System Sensor COSMO-2W ETHANOL GAS DETECOR . . RKI Instruments PS 2 HORN/STROBE System Sensor SpectrAlert P2R/PC2W f STROBE i System Sensor SpectrAlert SR/SCW EXTERIOR HORN e System Sensor SpectrAlert P2RK WMIMMIM - - RA REMOTE ANNUNCIATOR Fire-Lite Ann-$0 Q50o boo FIRE ALARM CONTROL PANEL 1A SII, ION d� GALLO� f AQP Fire-Lite MS-92000DLS ' 87ll.1. 5T[LL eo IP INTERNET& GSM DUAL PATH COMMUNICATOR ROOM 1 Honeywell IPGSM-4G WILER I wnl Inu 0 This installation is in accordance with NFPA 72 except as specifically noted on the installation plans. SPARK FREE STILL lJ (25,MIN FROM 5TILLS) 5 I O 68 I/2•X bb [Ir X bt►I/2'X 68 V21 X I O 9b•X 45'X 46•X "IX s6 1/2'His++ 66 V3'R644 96 V2•HIGH 56 V2' N&i FRCP C-MLLBR 04ILL@e CHILLER i I I ( Of 110*PLAx --- l 00 HIGH tl Mkor6 AW I o -d f D9 r r= :� ---"ir 570RA6E RACK �NPIME zRtA(KE —_a _--- L- ---� J- I I I I i l ------------a-----------------°----------------II---------------- ----------------n------- �� •"moi I MAT I I Ioo STORAGE _ 900 foo SOo &ALLOW �'CItM1. �'>•ftM. PCTtM. M45F17UN -- I 6006 al eoab "S000 6ALI-ON ti . . ,•� 6006 4 1006 �� _-- t-M77ANINC o J MASH TUN Ir-- 600 600 600 600 600 TA FK � AREA 6AL10N 6ALJ Oft 6AI.LON 6AL1ON 6AL1.ONGORAiALLINM1E1 --- -- O I • --� MfsFl 111N � O �f � S I I i .7 0 0 ;I I , __:.� � --- ------------=___—_---- ---- ---- =—------------- ---- --=_---------- - -� O' 4' 5' 12' 16' 20' 24' 25' 52' 56 40' F I RST FLOOR 1�A I N 5 U I L D I N 6 (FART A) romrlx srt:m (ao') I . } FIRE ALARM PLAN ATnTvii'; GF 60 Scale: 1/8" _ 1 ,_0., MAN 119PROPOSED INTERIOR R.ENO\/ATION FOR ...�" LONG I �.... '.,v• 's,�$t4. MATCHBOOK D(STILLING COMPANY LLC > J!) '�l�► ' 250 C40RHN 5 KY 11444 *• .�V,-o 0; scA1�. A5 NOTED APPROVED a r. MAHN ear.RK KE`T' f= LAIN1"080'-0' - . SGr4.l.E ' -�O v '� • DAkTE. Ob-�O-I b ae�nse�By. _! � . 2 �.: Robert J. Gruber - Architect '_ � ''"' ,'�',r,• , �� ' �� 476 Expre.!55waq Drive 50. Medford, N.Y. 11163 (631) 654-4g4q ,, .�1+►v IEERA 15T FLOOR, _ joe. - FIRE ALARM LEGEND © MANUAL FIRE PULL STATION Fire-Lite BG-12LX Addressable SMOKE DETECTOR Fire-Lite SD355 Addressable O HEAT DETECTOR Fire-Lite HD355 Fixed Temp 1350F Co CARBON MONOXIDE DETECTOR System Sensor COSMO-2W OETHANOL GAS DETECOR RKl Instruments PS 2 HORN/STROBE System Sensor SpectrAlert P2R/PC2W STROBE System Sensor SpectrAlert SR/SCW � EXTERIOR HORN E System Sensor SpectrAlert P2RK o a o 0 0 R� REMOTE ANNUNCIATOR Fire-Lite Ann-80 FFAcc' FIRE ALARM CONTROL PANEL Fire-Lite MS-92000DLS corp IP INTERNET& GSM DUAL PATH COMMUNICATOR ROOM Honeywell IPGSM-4G OPEN TO BELOW This installation is in accordance with NFPA 72 except as specifically noted on the installation plans. FROPOSM � I I - I » I ST EJ E $TOfiP+FaE I I O O O, O O oD O O I !w7{ t 51 NK a � I I I I ------ o o I I I OPEN TO BELOW O 5 PN Co N. I EXIST, � - i w �x 5TORA6E RACK QQ Q O TO RF—MAIN t ALL DEV«EES RR>=p Sµvw OtA FLRZS - f-LIOR- 1 Lqn - ---- J --- j t OPEN TO BELOW _ — ------ 5 PN I O EX15T• < I I I I I�I O C I J IQ t IJ " I O I% I I� ~ N= OFFICE/ 4T!]Q46F O O OPEN TO BELOW i — I — t � r.�»wuiva I /r F\\Ti ; I I o 0 0 0 � o _ -- -- O' 4' 8' 12' 16 20' 24' 25' 52' 36 40' ' SECOND FLOOR -- - ®` 1�A I N BU I LLD I NG _ SCALE! I/8"=I'-0" (f:)=. / CORW1N STREET (50') — --- -- — — — — ----- — _ PLEASE BE ADV 15ED THE COMPLIANCE GERT I F I CATI ON 15 BA5EO o E;MGA ON PLANS AND SOLELY EOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. IN ORDER TO COMPLY H I TH TOWN GUI DELI NES IN ffiG HSG FIRE ALARM PLAN ADDITIONAL INSPECTIONS AND TESTING MUST BE DONE TO OBTAIN CAIN H�yDQTG TO REMAIN PART A A CERTIFIGATE 01= OCCUPANCY MAM C ' PSB a �G. _ _ PROPOSED INTERIOR RENOVATION i=OR ROAD RA.II. ,.,•'',,�•►�� S>•, MATCHBOOK D15TILLINC� COMPANY LLC, _ LONG t —• _....,,._.� G ISI�D �'�' • 1l1S•. l� ' 7.30 GORWIN STRICT 6REBJPORT N.Y. 11444 os Q SCALL'! A5 NOTED APPROVED BY. DRAIN!W.RK Y D LAN U b f ATE! 06-20-16 REI/ISM BY r "I �'� Robert J. Gruber Architect •' s" IN'�'• •` ' 416 Ex re55wa Drive 5o. Medford, N.Y. 11-163 (631) 654-4g4a • ...:ON >>,Z�`�1 ' \ DRARITZ RA-em. 2ND FLOOR DEMO / GON5TRUGTION -1 OF I I 155UED FOR PERMIT 08.10.16 (DENAIL) NNI RE5MMI I I TO PLANNING 11.0'1.161 REVA3MITTED TO PLAN6 01.03.1'1 RESUBMITTED FOR PERMIT 04.11.1"1 155LW TO PLANNING 04.15.16 1?E5Ul3MITTED TO PLANNING 11.15.16 RESMMITTED TO PLANNING 05.06.1'71 PLAN - MAIN BUILDING PART A #jb—o�1 r FIRE ALARM LEGEND MANUAL FIRE PULL STATION Fire-Lite BG-12LX Addressable OSMOKE DETECTOR Fire-Lite SD355 Addressable OHEAT DETECTOR Fire-Lite HD355 Fixed Temp 1350F CARBON MONOXIDE DETECTOR co System Sensor COSMO-2W OETHANOL GAS DETECOR RKI Instruments PS 2 HORN/STROBE System Sensor SpectrAlert P2R/PC2W STROBE System Sensor SpectrAlert SR/SC W EXTERIOR HORN E System Sensor SpectrAlert P2RK RA REMOTE ANNUNCIATOR Fire-Lite Ann-80 FIRE ALARM CONTROL PANEL PAtt' Fire-Lite MS-92000DLS IP INTERNET & GSM DUAL PATH COMMUNICATOR HoneywelllPGSM-4G This installation is in accordance with NFPA 72 except as specifically noted on the installation plans. (D a E) O O 0 E) COPWIN STREET (50') F1 VMG ��G PROPOSED INTEFZIOR RENOVATION FOR ,WibUIN ING To L > s �j u� _ �_ — �� '' .1.►, `� S'41 MATCHBOOK D I STILLING COMPANY LLG PAV \��` .... . N.Y. 11944 32 36 co-_ O 4 40 • Iryt• � 6Y RK` 8 12 I6 20 24 28 ��Lti Q p��By. vwsca�� AS NOTED. c+ ,, REv15ED BY— '�ISLANDRte, ROAD r ,� rn DA1E. 06-20-16_---- - - -- - -- -- ^ `,' r� : Robert J. C�rubE,r - Architect r'=eo,-o° M PLAN V " 1 A I `� �� I �.. I I �& `� F ART sc' ' v8 -I-°� '•,''"' 476 Ex re55wa Drive 50. Medford, N.Y. 11163 (631) 654-4g4a f<EY FL 56�• FIRE ALAR �� VINEGAR � MAIN BUILDING PART B 8 01= I I P u REFLEGTED GE I L I NG PLAN S5UED FOR PERMIT 06.10.16 (DENAIL) R;EVMMI-1 I TO PLLAANNIN'5 11.1816 RE5UBM1'TTED TO PFTTED To LANNIN& 03.061.1? (Dz RESUBMITTED FOR PI=KNIT 04.11.1'1 IITTED TO P ISSUED TO PLANNING Oct 15.16