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HomeMy WebLinkAbout40450-Z p�c��fFtllp��G Town of Southold 5/12/2017 P.O.Box 1179 co u' 53095 Main Rd Southold,New York 11971 ?!1 y0 CERTIFICATE OF OCCUPANCY No: 38944 Date: 5/12/2017 THIS CERTIFIES that the building COMMERCIAL ADDITION Location of Property: 42155 Route 25, Peconic SCTM#: 473889 Sec/Block/Lot: 75.4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2015 pursuant to which Building Permit No. 40450 dated 2/3/2016 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: alterations and additions to an existing microbrewery/tasting room, includingbew pub as applied for. The certificate is issued to Mmmm Beer LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-15-0005 8/15/2016 ELECTRICAL CERTIFICATE NO. 40450 1/5/2017 PLUMBERS CERTIFICATION DATED 12/19/2016 Cutykogue Plumbing ()h ed Signature sufFnt,�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ql SOUTHOLD, NY BUILDING PERMIT , (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVE_ D PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40450 Date: 2/3/2016 Permission is hereby granted to: Mmmm Beer LLC 42155 Main Rd Peconic, NY 11958 To: construct additions and alterations to an existing microbrewery/tasting room to include brew pub as applied for per SCHD and planning board approvals. At premises located at: 42155 Route 25, Peconic SCTM # 473889 Sec/Block/Lot# 75.-1-14 Pursuant to application dated 6/5/201,5 and approved by the Building Inspector. To expire on 8/4/2017. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,505.60 OM MERCIAL $50.00 Total: $1,555.60yO -CI Buil ing Inspector Form No.6 TOWN OF SOUTHOLD v V L� DD BUILDING DEPARTMENT TOWN HALL APR 2 8 2017 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY BUILDING DEPT. TOWN OF SOUTHOLD 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 used in system contains less than 2/10 of 1%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 completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic 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 1. 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. L .Z_L T New Construction: Old or Pre-existing Building: (check one) Location of Property: MA-- 1 ',Zvi P1F_17e.61&j House No. Street f Hamlet Owner or Owners of Property: MAAneNM a ZTz R=, LLC. F.4RyZ_Js1jz,- co_ Suffolk County Tax Map No 1000, Section S Block 1 Lot l4 Subdivision - Filed Map. Lot: — Permit No. 404 Q —Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) co Fee Submitted: $ / W Applicant Signature OF SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �Q roper.richert(cD-town.southold.ny.us Southold,NY 11971-0959 Q lyC®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mmmm Beer LLC- (Greenport Harbor Brewing Co.) Address: 42155 Route 25 City: Peconic St: New York Zip: 11958 Building Permit#: 40450 Section: 75 Block: 1 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lowell Electrical License No: 3211-E SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 26 Ceiling Fixtures 40 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO Detectors Sub Panel 200A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 5- Paddle Fans, 3- Exhaust Fans, 240 Ft. of Lighting Track, 1 - 15 Ton Air Conditioner, 1- Walk in Cooler, 3- Combination Exit- Emergency Notes: Fixtures. Inspector Signature: Z5zDate: January 5, 2017 0-Cert Electrical Compliance FormAs rf. Zr- ' so�,rFrol� Town Hall Annex „gg Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 (fN> BUILDING DEPARTMENT ® 1EC[E0' TOWN V[E OF SOUTHOLD D DEC 1 9 2016 BUILDINGDFPT- CERTIFICATION TOWN OF SOUTTHOLD Date: 1 K� Building Permit No. ` S0 Owner: (Please print) / 6 Plumber: �l�G� G� (Please print) J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of T)eLg e,1C 20j __(g_ �CXCAP Notary Public, 5L2F &IL County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_ cou TOWN OF SOUTHOLD BUILDING DEPT.� 765-1802 JNSPECTION TIO lje�OUNDATION IST ROUGH-PLUMBING =ION 2ND INSULATION STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REM4ffS:— �4;0 cj/xv-� ci, DATE — INSPECTOR— v SO�ryolo t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' INSPECTOR D OE SOUIyo� 00 At �o �'YOOUNi`1,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ 'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE L93l9 � INSPECTOR V SOF 80Uj9 �o� olo �y�OUNiV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK .- t �'`' VIV U►r/r3' -w oo-r illy I 'v W&Ai� Dio /IV A- F- t� LIM DATE 1).14 1 INSPECTOR �D r OF SObl�ol � o coUMV,N TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 SOLATION" [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION DD [ ] CAULKING / REMARKS: 1 F ftz- I�-�S' �d-Wvvl owe i�lt TY1�Q[ 4"ba� A 4m&'r,,mfiAA (�Ayi ws P � vi �<< Pro s �✓si,�P�d vwl�d .� DATE INSPECTOR OF SO(/lyolo � � I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY KFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,�::L �& fi7 CC- C � N% &Agwl PLAM DATE �� �� INSPECTOR SO!/1y0� 40 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) A-ELECTRICAL (FINAL) REMARKS: DATE f / INSPECTOR SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A wt A, NO Ng va,w� Il✓' Dlot -rpt% OvItp �f, '" w &A,*40vk� k*V6, 0 � cot!h/s rr�v coy, vt - A :.1 L sal` DATE INSPECTOR TOWN OF SOUTNOLD BUILDING DEPT. � 765-1802 � � � INSPECTION -W [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL �1 [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � \J � REMARKS: s dnakA - S mil IL--- 2ePAi DATE I� C� �� INSPECTOR O S� OF SOUlyo H O cOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL It, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 64,% f 6Uw.. 4v,&4von,d,n f' + QVf-% (Dy,,,/ inok cwD 6;) , DATE INSPECTOR so BOE SOUL N !" 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]�SLATIONU [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �f4l QPA&�� -0 DATEr INSPECTOR o��OF SO�l�ol � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] MULATION [ ] FRAMING / STRAPPING [ FINAL &"- FIREPLACE & CHIMNEY [ FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: yiepr mr / 6A 1,4 z-- /< - -- - - - i3ul (2 Le's �-r t V DATE l y INSPECTOR Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport,NY 11944 info@ribrownarch'itect.com D v D 631-477-9752 JAN 202017 January 19, 2017 BUILDING BERT. TOWN OF SOUTHOLD Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Greenport Harbor Brewing Co. Main Road, Southold,NY r @� d 4 04 6.0 Building Permit No. 39115 Dear Mr. Verity, This letter is to confirm that based on my observations at the above referenced project and documentation provided by the Owner, and to the best of my knowledge, belief and professional judgment,the insulation has been provided and installed in accordance with the plans and the Building Code and Energy Conservation Code of New York State. If you have any questions, or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincerely, ,�EpIED Al? 1.8 2 � Ro e =a a 16341 FOF NEW�0 1 r •r���� � � .� '" � � iii_ • J� ENERGYSTATE • D AiU t� 177 M' llark man irt '� ♦ job � FrArl mli • • Ii. L! .1 X1,11 /.' ,1:M' /1 `1s w. �i ! r 1911,193 \ 10 I �r„ � -,I �- � -- i - it ;�C.►,��� ��, �,•ire,!I _.—. - ) � NIMBI'I MINOR, 0 TOWN.OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST r BUILDING DEPARTMENT : , Do you have or need the:following,lbefore applying? TOWN HALL Board of.Health ' SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 ,Planning Board approval, FAX: (631)765-9502 Survey SoutholdTown:NorthFork.net PERMIT NO. vo—:�7,7 .i 'Check Y Septic Form ' N.Y.S.D.E.C. Trustees _ Flood Permit Examined 20 " - Storm-Water Assessment Form Contact: Approved. ,20 w.- Mail to: ` Disapproved a/c ;• �r s _r Phone: Expiration 20 Building,Inspe, . ., . APPLICATION•FOR BUILDING PERMIT JUN 5 2015 Date 7V N r 5 , 20 1 r INSTRUCTIONS iDcDEP[ f' •` .`'' a. Thin R- 7DiIP[onrMUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 se,"f7larrs-, ccura e 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 cbm3neri6ed 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.l8 months from,such-!&ie tIf,no zoning_amendments,or oth �' er fegulationsaffectirig the property have been enacted in the.'iriterim,the Building Inspector may authorize, in writing,the extension ofythe pernift•for an addition six months. Thereafter,,a newpermit 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,NewFYork, and other applicablerLaws,Ordinances or Regulations, for the construction of buildings, additions, or alterations onfor removal,or demolition-as herein described,,The applicant agrees to comply with all applicable laws„ordinances,building"code,housg. incode, and)regulations, and to admit authorized inspectors on premises and in building for necessary inspection's'., ' Mmmm (Signatiire`of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, efecttician, plumber or builder Name of owner of premises M✓AtAn vvA 2 z a- L L- (As on the tax roll or latest deed) a licant is co ora=ignaturd of duly aiAorized off cer (Name and title of corporate o icer) (Z W V A,,JV—Nf3 U LG 41 CO-o, Builders License No. Plumbers License No. Electricians'License No. i S Other Trade's License No. ' 1. Location of land on which proposed work will be done: wn(l t6AW R>Al House Number Street- ` Hamlet County Tax Map No. 1000 Section j Block `! (�1) i Lot~ Subdivision t Filed Map''No'. I Lot ; _ 2. State existing use and occupancy of.premises and intended use and occupancy of proposed construction: - 5 w- a. Existing use and occupancy daE JAj �l� b. Intended use and occupancy ,MST o&QEI-J� -I 3 I r,� Rq-i� - �✓ Pi.l[� 3. Nature of work (check which-applicable):,New Building R �Additi6n X Alteration Repair Removal 1 Demolition Other Work w (Description) 4. Estimated Cost 7/ 6! V O Fee (To be paid onfiling this application) 5. If dwelling, number of dwelling units t f Number of dwelling units on each floor If garage, number of cars of(A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ljQ Rear 9 b r Depth 6o Height Number of Stories / Dimensions of sayne struFture with alteratio`ns'or add ions: Front Li C) Rear �o 3$ Depth [gyp �� Height 1 �f I � Number of Stories � 8. Dimensions of entire new construction: Front ' _ Rear3 9 Depth' Height $ :,Number of Stories 1 " 9. Size of lot: Front 3 6 Rear 7A d Depth 3 10. Date of Purchase 1z 't 2- Name of Former Owner` 11. Zone or use district in which premises are situated (3ui L&jr2-JJ 7z,A1\c-- 12. Does proposed construction violate any zoriing law, ordinance or'rogulat%ori? YES ' NO_>e- , 13. Will lot be re-graded? YES Nb-Will+excess fill be removed from premises?YES NO� 14. Names,of.Owner of premises,. -Mrs►, Address o a q4&L-b !v-7,.: ,Phone No. 1:-:Tl `Q1.Q . Name of Architect .Rcr13 Address V,nY 4vtC*, ;;6Po4- , Phone No 431 7 - 9117 Name of Contractor Address ' Phone No.'- 15 a. Is this'property within-1,00 feet'ofa tidal wetlan&6r a freshwater wetland?,*YES" 'NO * IF YES, SOUTHOLD TOWN TRUSTEES'&,D.E"(C.PERMITS MAYBE REQUIRED.` "I �, . b. Is this pioperty'withiri�30'0"feet of a"tidal'wetland? YES " ' }'NOr ' * IF YES, D.E.C. PERMITS MAYBE 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-)r- IF O )r-IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SA I V- ,9L-WAM UAMz iJ13 UfZ6•W being dulysworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0 LAJN/LPI-- (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. Swor l before me this f `-X day of LN 20 l ` BONNIEJ.60ROSKI ot Public Notary Public,State 0 Now York Signature of Applicant No.01006095328,Suffolk Co ty Term Expires July 7,20 .f 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 Board approval FAX:(631)765-9502 /1� Survey P(� <a� SoutholdTown.NorthFork.net PERMIT NO. rt Check n f N Y S Form jFf�I'- --'}•rvr N Y S D E C Trustees Application Flood Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to Disapproved a/c Phone. Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST 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 Peit to the applicant.Such a permit shall be kept on the premises available for inspection rm tion 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 pennit for an addition six months.Thereafter,a new 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. (Signature of app i ant QLname,if a corporation) Clti�c��i si (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder /xd/ Name of owner of premises (As on the tax roll or latest deed) V DD If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) SEP 2 6 2016 Builders License No. Plumbers License No. Electricians License No. BUILDING DEPT• Other Trade's License No. %% TOWN OF SOMHOLD 1. Location of land on whic proposed work will be done: 197 15-5— House Number Street Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot J 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work LsofS //�/ (Description) s���e 4. Estimated Cost Fee sem' (To be paid on filing this application) 5. If dwelling,number of dwelling units_,O 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:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front e!!gl Rear Depth Height Number of Stories 9. Size of lot:Front //�' Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO_ 13.Will lot be re-graded?YES_NO&ill excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect ;7///2F Y A7 Address P Cg�,f, r, '�_ Phone No Name of Contractor'Itt3 T?"rSi1ov Address 1.2-7 i/ Phone No. (n 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *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 *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 *IF YES,PROVIDE A COPY. STATE OF NEW RK) S: OUNTY being duly sworn,deposes and says that(s)he is the applicant Y (Name of individual sign};ig coptract above named, 3 )He is the (A I 2, z ti �t7 (Contractor,Agent,Corporate Officer,etc.) L O O _ o said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, at all statements contained in this application are true to the best of his knowledge and be f,and that the work will be C:) `- rformed in the manner set forth in the application filed there . _S to for e t o c F a o 20 O U Z ` � Notary Public Si&j& o Applicant a '*pF SOUP Town Hall Annex UVS Main lioad 41 Tcicphone(6300 765.11802 P.O.Box 1179 roger.d they own _)AM %o .n .us Southold,IVY 11971.099 `'�Ilfil d BUILDING DEPARTMIJU TO%W OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��% ��L�L_ Date: Company Name: Name: License No.: Address; j e j 7A Y Phone No.: _ 71 JOBSITE INFORMATION: (*Indicates.required infoirmation) "Address: - *Cross Street: *Phone No.: _ _f/D Permit No.: Tax Map District: 1000 Section: _ Block: / Lot: / *13 EF DESCRIPTION F WORK(Please Print Clearly) (Please Circle All That Apply) *Is.)ob ready for Inspection: YES/ NO Rough In Final 'Do you need a Temp Certificate: YDS/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 other *New Service: Re-connect Underground Number of Meters Change of Servioe Overhead Additional Information: PAYMENT DUE WITH'APPLICATION e tC 4- 82-Request for Inspection Form /L # 9LL6Ltiti LZ�£6 `0�-6Z-LO => MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SO(/ P.O.Box 1179 DONALD J.WILCENSKI �� l� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cis Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR cou Southold,NY Telephone:631765-1938 www.southoldtowmny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 30, 2015 Mr. Richard Vandenburgh 1405 Oak Drive Southold, NY 11971 Re: Approved Site Plan for Greenport Harbor Brewery 42155 NYS Route 25, Peconic SCTM#1000-75-1-14 Dear Mr.-Vandenburgh: The Planning Board'has found that the requirements of the above-referenced Site Plan and the four(4) items required in the September 24, 2014 Planning Board letter, have been completed based on the site inspection made April 28, 2015. The site is now in conformance_with-the Approved Site=Plan entitled "Renovations and-Additions for Mmmm Beer, LLC", prepared by Robert I. Brown, R.A., dated July 12, 2014 and issued July 14, 2014. The Planning Board allowed the following as-built changes to the Approved Site Plan: • Installation of seven (7) solar pole light fixtures in the approved locations within the Main Rd. parking lot; • Addition of a hedge row to the north of,the approved ADA parking stalls in lieu of the two (2) approved Columnar Hornbeam trees; • Not required to plant the two (2) Columnar Hornbeam trees approved to the east of the Main Rd. parking lot on either side of parking stalls#10-15 as shown on the plan, due to the existence of a large nearby tree; • One (1) additional WPLED wall pack light fixture on the front of the.tasting room; • The addition of three (3) WPLED wall pack light fixtures on the west side of the Micro-Brewery building; Gregoport Harbor Brewery Page Two 1 April 30, 2015 n • Retain the pre-existing two-lamp spotlight fixture on the front of the tasting room on the condition that it is used only for very short periods of time to facilitate cleanup at closing time. 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. Very truly yours, Donald-J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer SURVEY OF PROPERTY AT PECONIC TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-75-01-14 SCALE.- 1'--40' NOVEMBER 29, 2011 DECEMBER 7, 2011 (REVISION) DECEMBER 9, 2011 (REVISION) JANUARY 2, 2014 (UNDER CONSTRUCTION) JUNE 12, 2014 (REVISIONS) JUNE 24, 2014 (REVISIONS) JULY 18, 2014 (POLE BARN REVISIONS) (VINEYARD) N60'00'0"E 362.43' (DEED) N59'31'16"E 361.77' (ACTUAL) MONUMENT + > i0 +1 . +18.1' V 1 WW W 0 ZZ 00 W CA 0 oC cll ii 00 tO oo A GRAVELl8e• 5 30. TEST HOLE 17.8' 9' ; - S QRS pOLE �':� 43.0' 12 �s9• _ _ - - >>s• o BPRN o x _ 0s 1s u�uTY 0 co o z CONO Eo uP � c x 100f A0040 FNkb� + 39.8 � COP1 O�0N A co J.0 ` '�`S' 4A FQV� v n I �) 39. 0 �j D of 44.5' •?• 27.3 03 Ir-rn 42.5 o Q> FOU NOA�ON u %5 ,{ w -1 rnI m tT1 x/ vlS? o 39.4 40.1' Vis. sl � 158. � les. STEL 0 0 21.0' 22: 4 v �B RS b O .s e � � 1g.5 a i•v� C 4 �S sT6£1 v O ` ANS.ON 6 v CO` t5 k« 4 0 rn 0 CONC.SIAB gIbL SIVEL. SBS v % 0 �• W.w � CO`s (0 le lip- S�S 1s • e 00 0 e 760. N o G N lge 7B x�0. �O• 'ed v C00.R5 10 1, STE£L v Q O1 `` ' r 0.2 e� v COVER x D m (if Bt•0•T Z 04, ^�foop, x, 16.0' 5 v \ Z G AG 18.9' .O, ,eon Fiovs>R1 (� � W A�l1/aT,SSD mDQ FCg1GN k15.9 7 -NAI. E0�Of $ g I,�. 0+18.2 368.9 5 SID pqi2mi R2 Doll 6 SIAOV* 0';.o +,g.o 48, 0 4g W_ s 369• R, 25) 8 I 0-• S - coF pTE s• n_ z l� 52.3 fs g' .39�3Q"W SOPS 15,8 S?' 0 1\ f�G S• �E ApRdt4_+' /B0 S�8 'SSI S9• \ _ CItEfE gyR6 +'« ��'4�8,, _ "OW�1NE w�e3 >B�; �s,2, s•�EET� ce• to _ 'Ss ,0, t�5s 'so "'�e?' vgUC WADER �N +15.5' *�- 2• �p B,. I MAIN 1 Soo FARM I 1 "osm CERTIFIED TO: THE GREENPORT BREWING COMPANY LLC FIRST AMERICAN TITLE INSURANCE COMPANY TEST HOLE DATA s . McDONALD GEOSCIENCE •`�(�( N,11!o i, 11/15/11 ��I' EL. 17.8' DARK BROWN LOAM OL BROWN SILT ML BROWN SILTY SAND SMAREA=2.8765 ACRES `+ ` BROWN AND PALE BROWN FINE TO COARSE SAND SW qf0 � '%a LIG N0. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAT70N CONIC SURVEYORS, P.C. EL 2.2' ------ 15.8' OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. ''` 1) 765-5020 FAX (631) 765-1797 WATER IN PALE BROWN FINE TO COARSE SAND SW EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES ]HEREOF ONLY IF 23' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA i/ELER STREET ��_��QCCJJ WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 CIO-If-0001f SITE DATA iq (MEYARD) SITE AREA. 125,300 SF = 2.8765 ACRES 3 5 LAT — 41 023N LONG — 72 2-71 W �l N60 00'0"E 362 43 (DEED) d ... N59'31'16'E 36177' ACTUAL -r SANITARY CALCULATIONS GW MGMT ZONE 4 — FLOW 600 GPD / AC IN Al NOTE POLE BARN OCCUPANT WASTE DISPOSAL ISMAXIMUM ALLOWABLE SANITARY FLOW — 2 8765 X 600 = 1,725 9 GPD APPORTIONED TO PROCESSING PLANT SYSTEM N 2 964 GPD < 1,725.9 GPD ( OK WITH—IN DENSITY ) z03 60 - DR GREENPORT BREWING COMPANY = roI P.O BOX 57 N 00 GREENPORT, N.Y 11944 U M cOUT-FALL #, 1.SANITARY CALCULATIONS W Of ° o° r°aaA.xN„cE .a° �.`,o:a - 1Orx t i _ SYSTEM OUT—FALL #1 o w� TASTING ROOM — 100 PERSONS ® 7.5 GPU/PERSON = 750 GPD I m z SEPTIC TANK 750 GAL/DAY X (2) DAY FLOW 1,500 GAL Li11 Of L0 (VINEYARD) J [L GREASE TRAP 100 PERSONS X 25 GPD/PERSONS = 250 GPD ° •rw°rm x^vesm O w • '� LEACHING POOLS 750 GPD /1 5 GAL/5 F OF SIDEWALL AREA 500 SWLAI OF LEACHING AREA //��// ��{{ 500 S.F SWLA / 31.4 = 1592 VERT FT ( 16 VF ) LL I.N O(D LLI I " > MEf oKi SANITARY SYSTEM DESIGN - OUTFALL #1 z 0 Z x ^°' :'=10..� ntvosxn ris1 If00N ' - Q c ��o • PA-i SEPTIC TANK 1,500 GAL DISCHARGE PROVIDE MIN 1,:00 GAL SEPTIC TANK - 8'-0" DIA X 5'-0" LIQUID DEPTH J ° GREASE TRAP 250 GAL TOTAL FLOW - PROVIDE MIN 1,500 GREASE TRAP - (1) 8'-0" DIA. X 5'-0" LIQUID DEPTH `l ) U 61 0.A a LEACH POOL 18 V F. LEACH POOL - PROVIDE (3) 10'-0' DIA X 6'-0" ED POOL( OVER-DESIGNED PER APPLICANT ) SEE SHEET HD-2'FOR ENLARGED PLAN og SYSTEM OUT—FAI-L #2 ° ry' r °`' PROCESSING PLANT @ 10,400 S.F. @ 0.04 GPD = 416 GPD ° ° .I tq�e'"( ) ) o ao BARN ( DRY STORAGE — 1,200 S.F. O .04 GPD = 48 GPD L d ) • "'^_ t '^ •--'�� o `iPde Vv�-� - i� NOTE POLE BARN OCCUPANT WASTE DISPOSAL IS APPORTIONED TO PROCESSING PLANT SYSTEM fJ 2 �- ti IPeE�IJT-FALii O iOP lae O -y/_ tGP•• °u'n- �S% OF NE4' o Ea v.E ,LK _ ° SEPTIC TANK. 464 X (2) DAY FLOW = 928 GAL --- -- - ino°cu r u I ° LEACHING POOLS. 468 GPD /1.5 GAL/SF OF SIDEWALL AREA = 312 SWLA OF LEACHING AREA ewinc sn�� nErz az°cx P.mosm a.c.uv o 110 s.• xoao ou vu.>_ v o ' 312 S F. SWLA /31 4 = 9.93 VERT FT ( 10 VF I N MtKE'S96 ram —/ O O '00 p0 ---0 O °0 11a, ° m o cw \ •� °�� '--- v x a oP'taa @ SANITARY SYSTEM DESIGN - OUTFALL #2 o a I Q ow-T "�=.y---""'Y•'� s"` `-�ca \ �^ 1r SEPTIC TANK. 928 GAL DISCHARGE - PROVIDE MIN 1,200 GAL SEPTIC TANK - 8'-0" DIA X 4'-0" LIQUID DEI •H I a ,.°' ° . „900L 12 V F LEACH POOL - PROVIDE (2) 10' 0' DIA X 6'-0" ED POOL ( OVER DESIGN AS PER AP JCANT) ` s X65(DEED SEE SHE�"ETI 3 FOR ENLARGED'PLAN"``:N^" R«x �,;p ^,� ° 2°' •� ws. _ SYSTEM OUT—FALL #3 d �-\ PROCESSING WATER SYSTEM — 3,000 GPD DISCHARGE AS PER OWNER �_ :3_2 I° I r,,, �SAg 14^f'•W . _ SEPTIC TANK- 3,000 GAL/DAY X (2) DAY FLOW = 6,000 GAL n °wj✓✓ 546--'� - ,•'• _ Ap 5 R'T **NOTE DISCHARGE IS PRECESS WATER - SEPERATE FROM SANITARY SYSTEM �yi ,., -N,pJN O AtER tN STstEE 1 -__-_- GREASE TRAP 3,000 GPD , $ _ _ ... LIC _ LEACHING POOLS 3,000 GPD / 1 5 GAL/S F. OF SIDEWALL AREA = 2,000 SWLA OF LEACHING AREA 3e 4 ' '• _ 2,000 S F SWLA /31.4 = 63 7 VERT FT ( 64 V.F ) y E "-- r SANITARY SYSTEM DESIGN - OUTFALL #3 00 z9 _ SEPTIC TANK 6,000 GAL DISCHARGE - PROVIDE MIN 6,000 GAL SEPTIC TANK - (2) 10'-0" DIA. X 6'-0" LIQUID DEPTH o��- z O GREASE TRAP 3,000 GAL TOTAL FLOW - PROVIDE MIN 3,000 GAL GREASE TRAP - (1) 10'-0" DIA X 6'-0" LIQUID DEPTH _ LEACH POOL 64 VF LEACH POOL - PROVIDE (11) 10'-0" DIA X 5'-0" ED POOL ( OVER DESIGN AS PER APPLICANT ) v I a o SEE SHEET HD-4 FOR ENLARGED PLAN WATERLINE(S)MUST BE INSPECTED BY THE 2 OF --' SUFFOLK COUNT 'F HCALTN SERYICES • °Rr'N-RnvA"e• date SITE PLAN TEST HOLE DATA 70 SCNEOULE INDPECTION 4. O DECEMBER 2011 McDONALD CEOSCIENCE SnQDik CamWDepslmm fRWIhSmI= SCOIe 11/15/11 Appnnlfor Cmm d.-Olherr=Silgb Fl-ly I•=20-0- SCALE 1" _ 20'-0" EL 17 R' DARK BROWN LOAM OL Rd—No CIO-11-0001 Datgn__q 214 214 drawn by ALL SITE INFORMATION FROM SURVEY BY. ''BROWN SILT ML Da(F) KkJ Use PECONIC SURVEYORS, P.C. � �' 'nae pians nave been mvl d f«g—I-.f—-th S.17.11: BROWN SILTY SAND SM C-..y Dep.-,.f Healthhervica—d-1•.mla°.8 to W.lee supply Checked by I (631) 765-5020 FAX (631) 765-1797 a' andsesvapd,.P• I Resudle—I'myomhslom,i vN°tut�e tul, CWK o!ddad,mnsuuctlon Is regwted m b<o aeatd.°e.wlth Ibe m.chd P.O. 80X 909 BROWN AND PALE BROWN FINE TO COARSE SAND SW p—Hco ai stdapph-bkwndasdauni sp-rallyvnvedby project no I SITE 1230 TRAVELER STREET the Dep mi.ThM appmvd espnes 3 ye.n hon the.pMval d.m, SOUTHOLD, MY 11971 EL 2 2' 15 B' nNes.eAtendedam eWm N N.Y.S LIC. NO. 49618 APR 2 6 2012 ylt0a. WATER IN PALE BROWN FINE TO COARSE SAND SW Appm»ID.k 1t°111wa NOTE- THERE ARE NO PRIVATE WELLS WITHIN 150' OF DESIGNED SYSTEMS 1Tevtxd Plan Approved JUL 2 1 2614 sheet h D SCHD APPROVAL APR 262015 KEY MAP THERE ARE NO WETLANDS OR SURFACE WATER H D-1 WITHIN 300' OF PROPERTY SCHD REF NO CIO 9 drOwing title -----"-__ 0_0_O-- SIZE DEVELOPMENT SCTM # - 1000 - 75 - 01 - 14 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 6 1, oi.ur,ix°:rs•n i 1Oma�wxwrm ra e:un 'N --- ! l19..•. 63 G4 65 66 G7 6d 69 70 __ __ ARD ` trw,nruomnwo 31aJu i0 I 7r _ tl • •...... I II I 72 73 74 75 76 __ _ ire.-e..�.em.ur..nr.wrwmcln •`ral KEr MPP�� II s GRAVEURCA PAVED Nf5 ' 1 1�1V' __ •� lI I l E l 77 75 79 d0 d d2 1 m 154 ab ae i t 1 dd 89 90 91 i Aq,, In 1 ; s2 s LAWN ti Ill �1`�s R 25 •�� h 1 DROP OFF ABPA �� 1 CL t ! \ !o r IS I 1 1 61 ru PROPOSED GARAGE! B Ir G7 ,.a x vale ro j 1 g �/ La —EQUIP STORAGE U MINE AND 5 S Is, PHASE III PARKING CALCULATIONS W l f ARKIN (MMND5 NL17 I' BREN'UB f� PROP05ED ADDITION 1 > _ INSIDEsEAnNG e - c `w, Ta�war sr,sxmesrr_laz�,.� � Z 1 �+ ��.•. I �N��H �:''�• - OUTDCCR SPATNG F x�' F ! Iasl,srielc�r,s vrw wsr- Ie 9.zrAm� O « .•D ruc•w ani � I s1 l E1 D, EXISTING 1 TOTALCAPADNY L4 PARKING SPACES EKfE2 BUILDING I MAIN BULLRING r� ASPYIr>MSn5n!A T E3 = l G EMPLOYE©-G PARKING 5PACL5 E4 3 I I TCTALRECYJIREMCNF BOPARKINGSPACPS f0 I , Ci F ,uI TOTAL F'ROVCED L E6 EX15TING ej••4 a I I I I I 1 u.,.vc.D PuwxDw ca s:.ce BUILDINGc h'""w., ® n 1 r[wnrnti YnrpuG lrn wT 3•�xsnm r.->n rrnwe. I � ipp r t ...: I ' t PAVED WALKWAY 1• •,E 3 4 5 J 7 8 TOTAL 96 SYACtl R' MMMM BEER,LLC d �S I A5 IFR BUIIDING CORP OP MS(TABLE 1106 I V GRFENPORT HARBOR aC a. 1 'OR JN PAPAIN..5PACES PROVIDE 4 ACCESSIBIP ,J 1 1: OFF A 9 -�- �- / 'AR.VNG SPAC.S(SHOWN) BReMNG COMPANY �, l ��I 7 1$ • _ ...1 1 T(/(�) O MAIN RCAD(5 R.25) p 7 I • / T.- o �' •`� / -^sr D I LL( 3005 25PAGE5 (� 5OUTHOLD,NEVJYORK , JMO5, 2 5PAGE5 t _1"'sti'T.n�", g / 2 4 �• (� IJ 7 d rs o a�tf 21 2 23 24 25 26 27213 s DISTRICT B 13 1 50 ZONING DISTRICTLid+ Frac ti ( I �uw •' O . '+ . "'n•7 I T n,_ I "" I V SIGNAGE TO BE.00ATED OV BUIIDNGS 5EE MEVATION5 _ •2 ,?�o - • 14 ILI LANMZAPING AND UGHTIVG 5NOWN ON DWG.5.2.�.-�u7-f' - y •'-•'�•�,.�� _{ `� •'5TINGa� 29 30 31 32 33 [E 34 5 36 37 a 3d 3914 l� 41 I 1 q� DRA[NAGC AND SEPDG FtPNS SHOVM ON D�5-3 � - � C UILDNG ., 1 \ �n+m.+rm•w I I • I$__ IL:9,1 3 ANDRENADDITON / 1 I ! � ` nti anDADDIronS R G�`A PAVING _\ R G A VING II6 I I x•uc I r. 'A, \I� ' / \ IT BASED ONSURVEY OF PROPERTY vNOfm` AT PECONIC,-OWN OF SOUTHOLD uwrn,nr n,'•`va"u i U'�0„4G I I ••r °p l 1 •''�1 \ \""" 5UPFOLK COUNTY,NY Aa•c•"'tlY Or" _ fr SRE P.AN 4243➢44 45 46 47 48 49 O 5I 1 3 4 5 6 7 Srb 59 60161 62 • I 5CrM No 1000.75.01.14 r:°N.su'nanvcN'.�.•°' O Ax. BY PECONIC 5UP.VEYOR5,P.0.DATED DW.16 •=T� T +�• ,.,� nR niiuri ,xv,s mI, 1 •a 'A. utlg u r � o I —— — — — -- -- — -- — — -- -- — — -- -- -- a — — — 1 ARF-A=2 8765 ACRES �a.,a 5.£eq J.;•H- ' ® -.v:�\a.A.a,wO ..\ C x SITE PLAN .; !; - - - - •- - SCALP 1'-20 m S 1 (s n z;; w n A C 1015 I GIO-If-000q SITE DATA ;-0 (VNEYARD) SITE LAT — 41 023N5,300 S LONG F— 72.2-71W 8765 ACRES F° 362 43'(DEED) N60'00'0"E 1 ... N59'31'16"E 36177 ACTUAL SANITARY CALCULATIONS GW MGMT ZONE 4 — FLOW 600 GPD / AC IN I At MAXIMUM ALLOWABLE SANITARY FLOW — 2 8765 X 600 = 1,725 9 GPD NOTE APPAL IS ORTIONED TO PROCESSING PLANTE BARN OCCUPANT WASTE S SYSTEM N 2 964 GPD < 1,725.9 GPD ( OK WITH—IN DENSITY Ln DO 0o GREENPORT BREWING COMPANY = 1 - oo W °O N P.O. BOX 57 �LLO,I Cz6 L b0 �^ ° ar og GREENPORT, N.Y 11944 S2 U �� -FALL 41 ' 1 M SANITARY CALCULATIONS 0� �f _ �o ` l ai eAax y`)' `oas x3a 1 SYSTEM OUT—FALL #1 I o wLL 4r mz TASTING ROOM — 100 PERSONS ® 7.5 GPD/PERSON = 750 GPD y0 GAL ° SEPTIC TANK 750 GAL/DAY X (2) DAY FLOW = 1,500 GAL W d O ro r P (VINEYARD) GREASE TRAP. 100 PERSONS X 2.5 GPD/PERSONS 250 GPD J� 0_ ) xv- a LEACHING POOLS- 750 GPD /1 5 GAL/S F OF SIDEWALL AREA 500 SWLA OF LEACHING AREA N ,( Dw-s ° '' axDurz � 500 S.F SWLA / 31.4 = 15 92 VERT- FT ( 16 V F ) `l O cl / pIm ua z N SANITARY SYSTEM DESIGN — OUTFALL #1 ^ u: °rav rz moa W en a MnDYn PMTNo ROF1 SEPTIC TANK 1,500 GAL DISCHARGE - PROVIDE MIN 1_500 GAL SEPTIC TANK - 8'-0" DIA X 5'-0" LIQUID DEPTH r , v Q I ° ° Dw-a GREASE TRAP 250 GAL TOTAL FLOW - PROVIDE MIN 1,500 GREASE TRAP - (1) 8'-0" DIA X 5'-0" LIQUID DEPTH �J y J LEACH POOL- 18 V F LEACH POOL - PROVIDE (3) 1D'-O- DIA X 6'-0" ED POOL( OVER-DESIGNED PER APPLICANT) 1�- •� SEE SHEET HD-2'FOR ENLARGED PLAN w •�a �"w ° ,+^R •'�� •R°, y` 1 SYSTEM OUT—FALL #2 oo o ° Y -2 •� ••, I oPar o PROCESSING PLANT @ 10,400 S.F @ 0 04 GPD = 416 GPD '.. ,•Y.� - r R 6 G a s �,�„ /. 6 A _ �• ISP -�` -, o �o BARN ( DRY STORAGE 1,200 S.F. Q .04 GPD = 48 GPD � i I• `c ro" ° NOTE: POLE BARN OCCUPANT WASTE DISPOSAL IS APPORTIONED TO PROCESSING PLANT SYSTEM d 2LP d oeP°•ioe l°s o --i�.`�'o Y R 't �E OF NeB- 0 - .•\ `� —•• 6o �T-FAL ,v •µ %-- 1 SEPTIC TANK 464 X (2) DAY FLOW = 928 GAI --- -- - o 1 8 o a¢sTwT �� ;�),r x s sr o ' {° „`%io Y s : LEACHING POOLS 468 GPD / 1.5 CAL/S F OF SIDEWALL AREA - 312 SWLA OF LEACHING AREA ' saa sTucm.mnLlsrz moa ,�� /� 312 S F SWLA/31 4 = 9-93 VERT FT ( 10 V.F B„mD�FaEwar 10:. zaoo as oo vuvE o ' wro w,DorssosPl.Mr ���/ oo „oo o ?y°1°° ° 1.Ys SANITARY SYSTEM DESIGN - OUTFALL #2 Y DA 7 � , � 0 �r• SEPTIC TANK 928 GAL DISCHARGE - PROVIDE MIN 1,200 GAL SEPTIC TANK - 8'-0" DIA X 4'-0" LIQUID DEF IH POOL: 12 V F LEACH POOL - PROVIDE(2) 10'-0- DIA X 6'-0" ED POOL ( OVER DESIGN AS PER AP LICANT) y s s 36 SEE SH�E FOR ENLARGED-PLAN"` .�,,,,. .,. ' g SYSTEM OUT—FALL #3 PROCESSING WATER SYSTEM — 3,000 GPD DISCHARGE AS PER OWNER _ \ '�... 5 - L-1 ; 54B•1p 46 W ' _+ --' - SEPTIC TANK 3,000 GAL./DAY X (2) DAY FLOW = 6,000 GAL F CS•R' 2 __--"� --NOTE - DISCHARGE IS PRECESS WATER - SEPERAFE FROM SANITARY SYSTEM Syie �_ ROAD 51REET1 GREASE TRAP. 3,000 GPD r.l;; x --'-Vy°'"' VAAtN(pDeuG WATER 1N - • LEACHING POOLS 3,000 GPD / 1 5 GAL/SF OF SIDEWALL AREA = 2,000 SWLA OF LEACHING AREA s� LL •i -____ 2,000 S.F SWLA / 31 4 = 63 7 VERT FT ( 64 V F ) r1°i, ' SANITARY SYSTEM DESIGN - OUTFALL #3 I _ orc97 SEPTIC TANK 6,000 GAL DISCHARGE - PROVIDE MIN 6,000 GAL SEPTIC TANK - (2) 10'-0" DIA X 6'-0" LIQUID DEPTH o��- z, N?•" - ___-' GREASE TRAP: 3,000 GAL TOTAL FLOW - PROVIDE MIN 3,000 GAL GREASE TRAP - (1) 10'-0" DIA X 6'-0" LIQUID DEPTH ". am _ ao LEACH POOL 64 VF LEACH POOL - PROVIDE (11) 10'-O" DIA X 6'-0" ED POOL ( OVER DESIGN AS PER APPLICANT) SEE SHEET COUNT FOR ENLARGED PLAN WATERLINE(S)MUST BE INSPECTCD BY THE d _ SUFFOLK COUNT„ �F HEALTH$ERYICES uRsixx>fla a„k St,re� date- TEST HOLE DATA TO SCREDULE INDPECT:ON O DECEMBER 201: S1 TE PLAN MDDONA1/15/11 GENCE �vd( o o,—��SS�� scale:_zo'-o' SCALE 1” _ '0'-0" EL 17W DARK BROWN LOAM OL Refirt cND.a 10-11-0009 D.,ROF,„y.214114 drawn by ALL SITE INFORMATION FROM SURVEY BY ' BROWN SILT ML Daa.) )4.)_d Vic Thar pl..bane be ,Dv,ewcd for s.-A-do- with SeRolb checked b PECONIC SURVEYORS, PC BROYMSILTY SAND SM Cmn:yDq n.,mi,R�ua.�,.�a,o rnsa.w,RlmDe:owawupplyY f (631) 765-5020 FAX (631) 765-1797 .nd Le Wd,i' .I RDs.mIDKoE.nyomMamx.,irc,s,° esorl.Lb CWK P D. BOX 909 or do !,mmuu t,on:°:e4D„ed:o Min.m,d.Do,wih the i, 1h d 1230 TRAVELER STREET BROWN AND PALE BROWN FINE TO COARSE SAND SW lh nDop11 uDn;. pplDabkM.ndaNy—f.puh. ppo-IIy do, oy project no SITE the DcpvUnDDL Thu.pplovu eapnea 7 ye.,a fiom Nx:.pprov.l due• SOUTHOLD, MY 11971 EL zY 1S B' DoId`d° �' 21061 APR 2 6 2011 Al N.YS. LIC. NO 49618 WATER M PALE IRO-FlNE TO COARSE SAND sw Approvd Due Rencwc z3' NOTE THERE ARE NO PRIVATE WELLS WITHIN RcYiacd Plan Apprmed .UL 2 1 2014 sheet # D 150' OF DESIGNED SYSTEMS I --- APPROVAL APR 2 6 2615 K E Y M A P SCHD REF NO THERE ARE NO WETLANDS OR SURFACE WATER I HD--1 WITHIN 300' OF PROPERTY 110 - tt - 0009 drawing title SITE DEvELOPMENT SCTM # - 000 - 75 - 01 - 14 4' QQT—FALL #1 OUT—FALL #2 OUT—FALL #3 (VINEYARD) ® H -0 n I SEPTIC SYSTEM TO TIE TO TIE SEPTIC SYSTEM TO TIE TO TIE SEPTIC SYSTEM TO TIE TO TIE R 4 N60'00'0"E 362.43' (DEED) COMPONANT LOCATION A LOCATION 8 COMPONANT LOCATION C LOCATION D COMPONANT LOCATION E LOCATION F N59"31'1 VE ff> 361.77�ACTUA361.7r_(ACTUAL)�„ +18.8• MONUMENT +17.8'� • �•�••�••�•• •• ••�•• • •• • • .•. •a.••� • SEPTIC TANK 22'-7" 20'-1" +1e1 GREASE TRAP 22'^6" 25'-6" GREASE TRAP 71'-0" 47'-0" SEPTIC TANK 27'-6" 41'-0" LEACH POOL #1 33'-7" 32'-6" SEPTIC TANK 96'-0" 57'-0" DISTRIBUTION POOL 38'-6" 55'-6" LEACH POOL #2 36'-0" 19'-S" LEACH POOL #1 130'-0" 86'-0" LEACH POOL #1 57'-6" 67'-0" LEACH POOL #2 112'-0" 56'-0" LEACH POOL #2 53'--6" 79'-6" LEACH POOL #3 124'-0" 69'-0" 1 00 WWI LEACH POOL #4 127'-0" 53'-0" 00 WW 00 Oc0 OUT—FALL#1 0o W L co LEACH POOL #5 161'-0" 95'-0" p CD I �' I co ry o � � N o , '�� J'_�,` L.P. �0 `- ( 00 r LEACH POOL #6 146-0 90'-0" \\�, L.P.%, ' #2'- v #1 � L.P. i m NOTE: ALL TIE DIMENSIONS ARE TO CENTER o #1 S.W.LP. III � � LEACH POOL #7 140'-0" 105'-0" QO F POOLS -' L.P. i �J t O,�D.P. #? POLE BARN �� � X LEACH POOL #8 154'-0" 123'-0" ` i GRAVEL DRY STORAGE � 1 �rr�o� — x � Q CL I.T.sto O LLJ 1 00, LEACH POOL #9 120'-0" 93'-0" i O61 / S.T. S W.L.P. m z , ^ ( � Q LEACH POOL #10 110'-6" 101'-0" s9X -4- G.T. ~T�L4L@>j%V�10N V /) U O s.w.�P. {O TIE LOCATION G W n 0 � ' Q 11 H LEACH POOL #11 103'-6" 78'-6" C) '? S.W.L.P. RCS (VINEYARD) �- TIE LOCATION ASPHALT A" / TIE LOCATION TASTING RM /\II\ N "B" ADDITION Cr O cc z cv OUT—FALL #4 W .6' ONE STORY .a Z CONCRETE BLOCK & FRA E BUILDING %- 1 \`r-' TASTING ROOM , - o lJ i - N�TE�.�• D.A.-J ,2 y. S.W.L.P. SEPTIC SYSTEM TO TIE TO TIE W `�__-! - -'ONE FINISHED FL. EL, 17.9' U COMPONANT LOCATION G LOCATION H N b � Z ASPHALT SEPTIC TANK 23'-6" 30'-8" W CRETE LEACH POOL #1 35'-4" 44'-6" 0 m �s�* S,W,L.P, UL` U � a CONCRETE W LEACH POOL #2 19'-0" 43'-0" Ld S.W_._L.P. - _ S.W.L.P. , 0- j7 ' i :) 1 ED A W n m :/����wlwA4cy�F s._.L.P. L.P./," -I C9 � � FG L.P. #5 O CfTI w 1c- CTA z,* TIE LOCATION tJ j #%'"'` `.J SIF,. = t O `._' MONITORING `L L.P. /' ` GRAVEL (P 1 _ WELL , TIE' LOCATION L.P. - •"\3 QO• #6 y� oO02119 pQ� OUT FALL #2 F NE y ONE ST(URY S.Tf l O �0Y-11 .,0, OUT—FALL #3S.W.L.P. BRICK, STUCCO k (CONCRETE BLOCK Or `t--�h._- "" ��Q } L.P. l%-` ` BUILDING v 'fS.T. . . #7 L.P. PROCESSIENG PLANT i `O L.P. OO\j oO LP' #8 �J( O,j _ #'O\ ,`C) ) F- cn r FINISHED FL. EL. 16.9' OZ, \\ .•� #2 C.T. f.,._ �CjT %,__./ J W 00 TIE LOCATION �_���--•--�o O= �O t----� O y 1 I a m co N x,e IrDA _ ``._•' ,i . ,/L P. 0 F- I Lal m j t// % CL l Lal ` D W EXISTING CAS ` O #10 " � •�•I" HrOfl LJ METER Q p ANT LJ r •j'7T1-C: WATER W N T > C 1 sax f7T METER S. L. �(1, p OLE C\Vf A SPNALT �' > W D IN S.W.LP. 1a1 `i CONC.OASE 1`/S Q, . [ED, A -r-� I LJ x j 1 __�`, 1\ , Q FOR 90N 3�S'g•G G. (D a-• PA�MEN1 — — 0 61 .' � Y {f MONITORING 36 FD ' —•'••—' Q CO P n0 WELL ucnt O WELL* N9� TIE LOCATION �T nI j > LIE 1, u Ca _ - ' - POLE CRATE �•�' _ C3 N ��q! 'fopEY 15.8-, -� ASPHALT 1 •- /S? 5 •- E r> 'U''..r--� — — - - - — _ —.—• ' J S.W.LP. RB QCN rQn 60$GREENPORT HARBOR BREWING COMPANY _! I J SS8 P. O. 39 . BOX 57 CON pNCRE1E OU� ` /S9. —.—•—•J'— — 1 O C�R1 �"� —.—•—• ''—'—•—•'•' ••— aj G _.. •- 'AS MAIN MAIN C W ATER IN - _ - a o GREENPORT, N . Y. 11944 - �i ss ���,� .• +15.5'I , • ' M Q j D ���� V � SITE DATA - - - Jm z R A1N,�•r• • , (� O j wA�=' APR — 7 ?_017 m 00 SITE AREA: 125, 300 S.F. = 2. 8765 ACRES , cn � U Ln ,.— U c'�S LAT. — 41 . 023N LONG, — 72. 271W � -'-'''"'-•- BUILDING DrPT. � a '-- � o TOWN OF SOUTHOLD 'off o — Q � ' � -• SITEAS — BUILTPLANdate: ' DECEMBER 2011 <9� SCALE 1 " = 30'-0" scale: SUFFOLK COUNTY DEPARTMENT CF HEALTH SERVICES t" = 30'-0" APPROVAL OF CONSTRUCTED WORKS drawn by: ALL SITE INFORMATION FROM SURVEY BY: Date-3"T"', 15 2015 H.S.Rcf.No.-a 0--15--0005' PECONIC SURVEYORS, P. C. The sewage disposal and water supply facilities (631) 765-5020 FAX (631) 765- 1797 at this location have bion Inspected andlor checked by: certified by this Department or other agencies C.W.K. P.0. BOX 909 and found to be catisfactory. 1230 TRAVELER STREET. project no: SITE SOUTHOLD, N. Y. 11971 4val`•er,t' H:'hert� c. 211064 m N.Y.S. LIC. NO. 49618 Of ice of Wastewater Management g:0 17 Ln O NOTE: THERE ARE NO RR11(ATE WELLS WITHIN sheet 150' OF DESIGNED SYSTEMS THERE ARE NO WETL. NDS'OR SURFACE WATER SCHD APPROVAL H D - 1 KEY MAP WITHIN 300' OF PROPERTY SCHD REFdrawing title. N0, C10 _-15 = 0005 SITE DEVELOPMENT Vill �A. k SCTM # 1000 75 01 14 r � Fisher, Robert 2LL From: Fisher, Robert Sent: Thursday, October 06, 2016 9:16 AM To: 'Jeff Hausner' Subject: Greenport Brew Jeff You are good to go with Greenport Brewery.The CO detection shall be part of the automated system.This assures annual inspections and maintenance and notification of problems 24/7. Bob Robert Fisher Fire Marshall, Town of Southold robert.fisher@town.southold.ny.us (W) 631-765-1802 - (C) 631-786-9180 PRIVILEGED AND CONFIDENTIAL COMMUNICATION CONFIDENUALI7V NOTICE' This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are herebynotified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information,is strictly prohibited. If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From:Jeff Hausner[mailto.jwh@intelli-tec.net] Sent:Wednesday,October 05,2016 6:14 PM To: Fisher, Robert<Robert.Fisher@town.southold.ny.us> Cc: Laura Rondeau<Irondeau @intelli-tec.net>; Phil Albanesi<palbanesi@intelli-tec.net> Subject:Greenport Brew FM Fisher, Bob, hope all is well. I know you approved the fire alarm plans weeks ago. Are they at your office stamped and ready for pick-up. The job is getting close for final parts and programming. What was the final word on the CO Detection? System based or 110 spot type? JWH 1 security services Jeffrey W. Hausner Executive Vice President Intelli-Tec Security Services, LLC 150 Eileen Way Syosset, New York 11791 East End Office 50 Station Road Water Mill, NY 11976 O: 516-876-2000 C: 516-459-3529 iwh@intelli-tec.net Licensed by the NYS,Dept.of State: Lic.#NYS1200003519 2 ROBERT I. BROWN, ARCHITECT P.0 205 Bay Avenue Greenport,NY 11944 631-477-9752 (fax)631-477-0973 ® [EC[E0'V[E info@ribrownarchitect.com D Transmittal JAN 2 0 2017 Date: January 20, 2017 BUILDING DEFT. TOWN OF SOUTHOLD To: Southold Building Dept. Re: Greenport Harbor Brewing Co. Enclosed please find the following documentation: • Certification letter for insulation from Robert I Brown AIA dated 1/19/2017. • 4 stamped sets of drawings dated November 18, 2015 Thank you, Robert I Brown Architect PC SOUTHOLD TOWN FIRE MARSHALL -- NOTES & COMMENTS ~~ BUSINESS/JOB (� IVj��- 6v}C_ S/B/L DATE • ( Z (S Date Notes &Comment A21 2 4 GE A tK4-- iPA -WXJ 15�44T L --- AS) E)Cn v t c,�S 6 A' coi) fire sof P(A&)M pc,4#,� 7 spew-,-J)� JFb&J EWITVPJ� FIRENOTES.do ANSUL R=102 SYSTEM X NEW EXISTING SYSTEM DIAGRAM- FRON,-VIEW SCALE'/<" LEGEND G=MECHANICAL GAS SHUT OFF VALVE GAS VALVE X NEW EXISTING P=REMOTE MANUAL PULL STATION DRAW BY: ALEXANDER RAMIREz ON 12/16/16REV1 MS=MICRO SWITCH 1 .5GAL 2 3GAL THIS INDICATES 3/8" PIPING MATERIAL BLACK SCHEDULE 40 BLACK PIPE SUPPLY PIPE SIZE 3/8" BRANCH PIPE SIZE 3/8" THIS INDICATES'/" SCHEDULE 40 BLACK PIPE = GAS VALVE TYPE MECH SIZE 2" BRAND ANSUL THIS INDICATES STAINLESS STEEL CABLE F` DETECTOR TEMPERATURE RATING 450 DEGREE QTY 7 RUN IN'/"EMT CONDUIT FLOW POINTS 19 HOOD SIZE: 13'8"x 54"x 30" DUCT SIZE: 21"X10"\ 'ANSUL AUTOMAN°REGULATED RELEASE 21"X 10" I DUCT SIZE' DUCT SIZE: 21"X 10" ASSEMBLY(MECAHANICAL) DUCT OPENINGS tj 2W W2W------------ ----- INf 1 INK - --- INI - IN - r--------------------- ----- UIPMENT NOZZLE SURFACE NOZZLES - -- 1N 1." QTY AREA PART# HEIGHTS LOCATIONS MS 1N DUCT 2 21"X 10" 2V►/ 0-100 CENTERLINE GAL GAL 1F 1F IF DUCT CENTERLINE 230 230 230 230 260 SHELF PLENUM 2 13'8"X 48" 1 N 1 O'X 4' 2"OFF FILTER LT-A-101-30 i PERIMETER AIMED " FRYER 2 14"X 21" 230 27"-47" ' AT CENTER PERIMETERAIMED PULL ti - -- STATION DONUT GRIDDLE Sa DUMP F F FRYER AT CENTER FRYER BURNERR 14" R 14" -i 24'X 21 36'X 24" 36"X 24" STN Y X Y X 6BURNER RANGE 3 36"X 24" 1 F 40"-50" !CENTERLINE 6E 21' E21" R R 6BURNER RANGE 'PERIMETER G LARGE WOK PERIMETER SMALL WOK ABOVE CORNER SMALL GRIDDLE 1 36"X 24" 260 3,0"-50" PERIMETER LARGE GRIDDLE PERIMETER ABOVE THE GRATE AT THE CHEESEMELTER FRONT EDGE ALONG OR WITHIN GAS/ELEC RAD PERIMETER LAVA ROCK PERIMETER NATURAUMES 't'PERIMETER ENGINEER 8"-1Z' IN FRONT OF BROILER SALAMANDER 12"-18" ABOVE TOP OF BROILER DONUT PERIMETER AIMED FRYER 2 24"X 21" 230 27"-47" AT CENTER PARTS FIRE MARSHAL X FRYER TO HAVE LIMIT CONTROL TO SHUT OFF FUEL AT 425 DEGREE REGULATED RELEASE ASSEMBLY(MECH)_#429853 SINGLE TANK INCLOSURE 1 SGAL=#429864 x DETECTORS SHALL BE LOCATED OVER ALL EQUIPTMENT SINGLE TANK INCLOSURE 3GAL=9429862 LT-20-R CARTRIDGE=#423429 x SYSTEM INSTALLED AS PER UL300,MANUFACTURERS&AHJ LT-30-R CARTRIDGE=#423435 MANUAL PULL LOCATED MAX 10'-20'FROM HOOD&48"FROM FLOOR DOUBLE TANK CARTRIDGE=#423493 ,�ei� X ALL FUEL SOURCES ARE GAS UNLESS OTHERWISE NOTED 1W NOZZLE=#419336 X THE FOLLOWING FUNCTIONS TO OPERATE UPON SYSTEM DISCHARGE IN NOZZLE=#419335 3N NOZZLE=#419338 t� *MAKE UP AIR SUPPLY SHUT DOWN*GAS FUEL SHUTS OFF IN KITCHEN 2W NOZZLE=#419337 *EXHAUST FAN REMAINS ON*ELECTRIC FUEL SHUT OFF UNDER HOOD 230 NOZZLE=#419339 *FIRE ALARM SHALL ACTIVATE IF ONE IS INSTALLED 245 NOZZLE=#419340 260 NOZZLE=#419341 CONTRACTOR: LOCATION: 1FNO°ZZZLLEEE#441193 33 67aZb� QUICK SEAL 3/8"=#77285 ABT DESIGN & FIRE PROTECTION PUL�YELBOW=#432260 GREENPORT BREWERY 1724 CHURCH STREET PULLYTEE=#427929 i 42155 MAIN ROAD REMOTE PULL=#434618 HOLBROOK, NY 11741 PECON/C, NY 11958 ANSUL MECH GAS VALVE 1"=#55601 631-878-4896 FAX#631-878-5727 917-642-1505 1'%=#55604 SUFFOLK COUNTY LIC#111 1 ""°=#66607 2"_#55610 � ABTFI RE@YAHOO.COM 2%a'=#25937 W=#25938 ANSUL R=102SYSTEM X NEW EXISTING SYSTEM DIAGRAM FRONT VIEW scALE'rd� LEGENDG=MECHANICAL GAS SHUT OFF VALVE GAS VALVE X NEW EXISTING P=REMOTE MANUAL PULL STATION 1 .5GAL 2 3GAL 1 DRAW BY: ALEXANDER RAMIREZ ON 08/23/16 MS=MICRO SWITCH �- �- THIS INDICATES 3/8" PIPING MATERIAL BLACK SCHEDULE 40 BLACK PIPE SUPPLY PIPE SIZE 3/8" BRANCH PIPE SIZE 3/811 �� THIS INDICATES 1/2" C7 SCHEDULE 40 BLACK PIPE GAS VALVE TYPE MECH SIZE 2" BRAND ANSUL THIS INDICATES STAINLESS STEEL CABLE DETECTOR TEMPERATURE RATING 450 DEGREE QTY 5 RUN IN'/"EMT CONDUIT FLOW POINTS 18 HOOD SIZE: 13'8"x 54"x 30" DUCT SIZE: 21"X 10" 21"X 10" DUCT SIZE: DUCT SIZE: 21"X 1011_' DUCT OPENINGS "ANSUL AUTOMAN"REGULATED RELEASE 2W 2W ASSEMBLY(MECAHANICAL) --------------------- -------------- IN ---J---------- I 0 N --- N EQUIPMENT NOZZLE SURFACE NOZZLES --- --- -- - I 1 N 1 N QTY AREA PART# HEIGHTS 'LOCATIONS DUCT 2 21"X 10" 2W 0-100 CENTERLINE ]GAL G1F 1F Ir DUCT CENTERLINE 260 230 230 SALAMANDER PLENUM 2 13'8"X 48" IN 10'X 4' 2"OFF FILTER 1 LT-A-101-30 290 290 FRYER 2 14"X18" 230 27"-47" MIDPOINT PERIMETERAIMED PULL FRYER AT CENTER STATION SIX GRIDDLE DUMP F F ;---------------____� BURNER 36'X 24" STN R 14" R 14• 36"X 24" Y X Y X 8BURNER RANGE !CENTERLINE Eta" E 16' 16" R R 6BURNER RANGE 2 36"X 24" 290 15"-20-1 1 PERIMETER G LARGE WOK PERIMETER SMALL WOK ABOVE CORNER SMALL GRIDDLE 1 36"X 24" 260 30"-50" PERIMETER LARGE GRIDDLE PERIMETER ABOVE THE GRATE AT THE CHEESEMELTER FRONT EDGE ALONG OR WITHIN GAS/ELEC RAD PERIMETER LAVA ROCK PERIMETER NATURAL/MES PERIMETER ENGINEER 8'-12* IN FRONT OF BROILER SALAMANDER 2 34"X 11" IF 1z"-18" ABOVE TOP OF BROILER BROILEAUTOMATIC PARTS FIRE MARSHAL X REGULATED RELEASE ASSEMBLY(MEC"_#429853 _ FRYER TO HAVE LIMIT CONTROL TO SHUT OFF FUEL AT 425 DEGREE SINGLE TANK INCLOSURE 1.5GAL=#428864 x DETECTORS SHALL BE LOCATED OVER ALL EQUIPTMENT SINGLE TANK INCLOSURE 3GAL=#429862 x SYSTEM INSTALLED AS PER UL300,MANUFACTURERS&AHJ LT-20-RCARTRIDGE-#423429 LT-30•R CARTRIDGE=#423435 X MANUAL PULL LOCATED MAX 10'-20'FROM HOOD&48"FROM FLOOR DOUBLE TANK CARTRIDGE=#423493 ; X ALL FUEL SOURCES ARE GAS UNLESS OTHERWISE NOTED 1W NOZZLE=#419336 ,g � �� 6, X THE FOLLOWING FUNCTIONS TO OPERATE UPON SYSTEM DISCHARGE 1N NOZZLE=#419335 �® ® 3 "MAKE UP AIR SUPPLY SHUT DOWN`GAS FUEL SHUTS OFF IN KITCHEN 3N NOZZLE=#419338 `EXHAUST FAN REMAINS ON*ELECTRIC FUEL SHUT OFF UNDER HOOD<, 230NOuie=#41993397 "FIRE ALARM SHALL ACTIVATE IF ONE IS INSTALLED 245 NOZZLE=#419340 P 260 NOZZLE=#419341290 NOZZLE=#419= ' CONTRACTOR: LOCATION: 1F NOZZLE=#4193333 QUICK 3r8•=#77285 ' ABT DESIGN FIRE PROTECTION QUICK SEAL'%"=#77287 ° 0752*% GREENPORT`t REWERY PULLY L�YLEe=#432250 1724 CHURCH STREET 42155 MAIN ROAD REMOTE PULL=#434618 HOLBROOK, NY 11741 PECON/C NY 11958 1ANSULMECHGASVALVE 631-878-4896 FAX#631-878-5727 917-642;1505 1ll 'v.° Baa SUFFOLK COUNTY LIC#111 1W=#55607 2"=#55610 ABTFIRE@YAHOO.COM 2'1"=#25937 3"=#25938 • ' I I I I • R-102 RESTAURANT FIRE SUPPRESSION SYSTEM Design, Installation, Recharge and Maintenance Manual 13 1 SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-1 • 4-1-06 REV.5 EXTINGUISHING AGENT ANSULEX Low pH Liquid Fire Suppressant(1.5 gallon—Part No. "ANSUL AUTOMAN"REGULATED RELEASE ASSEMBLY 79694 or 3.0 gallon—Part No.79372)is a potassium-based solu- (MECHANICAL) tion designed for fast knock-down and suppression of grease- ' related fires.The agent is shipped in plastic containers which pro- NOTE AGENT TANK MUST BE ►vide one complete tank charge.(Refer to Section V,Page 5-2.1,for ORDERED SEPARATELY ® o ► OR SEE PAGE 3-4 maximum agent fill capacity.) Agent storage life expectancy is o twelve years.The distributor must record the batch numbers and RELEASE date of shipment receipt to be filed with each installation record. MECHANISM "ANSULEX"LOW pH LIQUID FIRE SUPPRESSANT l o, I 1 REGULATOR 3 0 GALLON 1.5 GALLON SHIPPING WT 25 LB.(11 kg) SHIPPING WT 35 LB (16 kg) SHIPPING WT 19 LB (9 kg) 000136 000137 FIGURE 1 FIGURE 2 000138 REGULATED RELEASE ASSEMBLY(MECHANICAL) REGULATED RELEASE ASSEMBLY(ELECTRICAL) The ANSUL AUTOMAN Regulated Mechanical Release Assembly The ANSUL AUTOMAN Regulated Electrical Release Assembly (Part No. 429853) contains the regulated release mechanism, (Part No.429856) is identical to the mechanical version except it expellant gas hose for agent tank hookup, and enclosure knock-, also contains a factory installed 120 VAC solenoid and electrical outs to facilitate Installing actuation piping;expellant piping;detec- switch. tion system; and additional equipment. This regulated release The solenoid is used to provide electrical actuation of the release assembly is used in single,double,and multiple-tank systems and mechanism.The electric switch is used to protect the solenoid by must be mounted to a rigid surface.The release mechanism can opening the circuit to the solenoid once the system is fired. be used to interconnect both the actuation and expellant gas lines Additional electrical switches can be added as required for auto- as required per system design.The regulator is designed to allow uratic equipment and gas shut-off accessories,as well as initiating a constant flow of gas into the tank at 110 psi(759 kPa)when the audible and visual alarms. system is actuated.The agent tank must be ordered separately. In single, double, and multiple-tank systems, the provided expel- "ANSUL AUTOMAN"REGULATED RELEASE ASSEMBLY [ant gas hose connects the agent tank to the bottom outlet of the ►(ELECTRICAL)' regulator. In double and multiple-tank system configurations, the back outlet of the regulator is used as an expellant gas feed for NOTE.AGENT TANK MUST BE ORDERED ® o one additional tank-enclosure or tank-bracket hookup.The enclo- SEPARATELY sure contains the required knockouts to facilitate this connection. OR SEE PAGE 3-4 If a pressure switch is to be attached to the regulator,additional fit- tings are required. REGULATOR The tank is mounted within the enclosure.The tank contains an SWITCH adaptor/tube assembly with a burst disc union. The burst disc helps prevent siphoning of the agent up the pipe due to significant o temperature fluctuations in the area where the tank is located.The ' SOLENOID tank is mild steel and,under normal conditions,requires hydrosta- tic testing every twelve years. The detection and additional equipment required per system design are connected to the release mechanism.The enclosure contains knockouts to facilitate detection and additional hookups. �Q The system can be actuated automatically or manually.Automatic actuation occurs when a fusible link within the detection system SHIPPING WT 34 LB.(15 kg) separates in a fire condition. Manual actuation of the system occurs when personnel pull on the remote manual pull station pull ring. FIGURE 3 000139 ►`NOTE:ANSUL AUTOMAN Regulated Electrical Release,Part No.429856,is not ► intended to be used with electric detection. SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-2 REV.5 . 4-1-06 ►REMOTE MECHANICAL RELEASE The tank bracket is constructed of mild steel and painted red. It is The Remote Mechanical Release, Part No. 433485, Is used to designed for mounting the tank in a minimum amount of space. actuate up to five (5) R-102 regulated actuators. The remote The Bracket Assembly can only be utilized with 3.0 gallon tanks mechanical release utilizes a 101-10 carbon dioxide cartridge as (Part No.429862). the actuation pressure to operate the regulated actuators. The BRACKET ASSEMBLY release is housed in a stainless steel enclosure. MOUNTING m m /BRACKET RELEASE (( MECHANISMM4- 4; 1� ® (", O I I ' I I I I I I I l0 0 I I I I ' SHIPPING WEIGHT I �� 20 LB(9 1 kg) Ie o e ► FIGURE 4 SHIPPING WT.7 LB (3 kg) 007498 ' FIGURE 6 000141 SINGLE TANK ENCLOSURE ASSEMBLY The Single Tank Enclosure Assembly(Part No.429870)is used in REGULATED ACTUATOR ASSEMBLY double and multiple-tank systems and must be mounted to a rigid The Regulated Actuator Assembly (Part No.429850) contains the surface near the regulated release or regulated actuator assembly regulator, pneumatic actuator, expellant gas hose for agent tank its expellent gas line will be connected to. hookup,and enclosure knockouts to facilitate installing expellant pip- The enclosure is designed for mounting either a 1.5 gallon (Part ing. This assembly is used in multiple-tank systems and must be No.429864)or a 3.0 gallon tank(Part No.429862) in a minimum mounted to a rigid surface. amount of space. The regulator contains two outlets 135° apart.One outlet is used to interconnect the expellant gas hose to the enclosed agent tank. ENCLOSURE ASSEMBLY The other outlet connects an expellant gas line to an additional ► enclosure or bracket assembly.The regulator is designed to allow NOTE:AGENT TANK MUST ° ° e a constant flow of nitrogen into each agent tank connected (two BE ORDERED 0 tanks maximum)at 110 psi(759 kPa). SEPARATELY OR SEE PAGE 3-4 0 The pneumatic actuator is designed to puncture the expellant gas a cartridge seal upon receiving pressure from the regulated release assembly actuation piping.The enclosure contains a knockout to 0 facilitate distribution piping hookup. 0 REGULATED ACTUATOR ASSEMBLY MOUNTING —i ENCLOSURE NOTE:AGENTTANK MUST BE 15 ORDERED PNEUMATIC SEPARATELY ACTUATOR SHIPPING WT. S OR SEE PAGE 3-4 ASSEMBLY 13 LB(6 kg) i REGULATOR 1 I ' FIGURE 5 000142 1 RED PAINTED BRACKET ASSEMBLY SHIPPING WT. The Bracket Assembly (Part No. 429878) is used in double and 19 LB (9 kg) multiple-tank systems and must be mounted to a rigid surface near the regulated release assembly or regulated actuator assembly ► FIGURE 7 that its expellant gas line will be connected to. 000148 SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-3 4-1-06 REV.8 AGENT TANK ASSEMBLY OEM REGULATED ACTUATOR ASSEMBLY The agent tank shipping assembly (3-Gallon, Part No. 429862, The OEM Regulated Actuator Assembly, Part No. 418691, and 1.5 Gallon,Part No.429864)consists of a stainless steel tank includes the regulator,pneumatic actuator,expellant gas hose and and an adaptor/tube assembly.The adaptor/tube assembly con- OEM bracket. Also available is an OEM Regulated Actuator tains a burst disc.The burst disc prevents agent leakage due to Assembly with all the above mentioned components except for the significant temperature fluctuations in the area where the tank is bracket.This assembly is Part No.418522. located. Under normal conditions, the tank requires hydrostatic testing every twelve years.The date of manufacture is stamped on the tank nameplate. The tank is shipped uncharged and must be filled with only ANSULEX Low pH Liquid Fire Suppressant during installation. TANK ADAPTOR/ TUBE ASSEMBLY A 3 GALLON SHIPPING Wr 7 LB(3 kg) 1.5 GALLON SHIPPING WT 5 LB(2 kg) AGENT _ SHIPPING WT.4 LB(2 kg) TANK FIGURE 10 002225 TWO TANK ENCLOSURE ASSEMBLY FIGURE 8 The Two Tank Enclosure Assembly, Part No.429872, consists of 000140 two expellant gas hoses,two grommets,and the mounting enclo- OEM RELEASEIBRACKET ASSEMBLY sure.The assembly is used in 9 gallon systems.It can be coupled (FOR OEM IN-CABINET USE ONLY) with a 3-gallon regulated release assembly or a 3-gallon regulated actuator assembly to give a total of 9 gallons of agent.Agent tanks The OEM Regulated Mechanical Release/Bracket Assembly, Part must be ordered separately. No. 79493, contains the same regulated release mechanism as The tank enclosure is designed to mount in a minimum amount of the standard ANSUL AUTOMAN Regulated Release Assembly. space. The OEM Regulated Electrical Release/Bracket Assembly, Part ►No.418054*, is identical to the mechanical version except it con- tains a factory installed 120 VAC solenoid and electrical switch. These release/bracket assemblies must be installed in a suitable equipment enclosure either horizontally or vertically.They contain all the necessary mounting and conduit holes needed to fully install the assembly.The agent tank is installed separately and SHIPPING WT need not be bracketed once it is piped and filled. Note:OEM 26 LBS(12 kg) Release/Bracket Assembly must be installed high enough in cabi- net so that there is sufficient room to install and remove cartridge. ►*Note:OEM Regulated Electrical Release/Bracket Assembly,Part No.418054,is ► not intended to be used with electric detection. o ► FIGURE 11 RELEASE MOUNTING 002277 MECHANISM-► O BRACKET Q a REGULATOR SHIPPING WT m 10 LB(5 kg) e ' FIGURE 9 000144 ° SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-5 3,-1-07 REV.7 GAS CARTRIDGES NOZZLES The R-102 system uses gas cartridges to store nitrogen or carbon There are 11 types of discharge nozzles each designed to distrib- dioxide expellant gases under pressure until the system is actuat- ute the liquid agent In a uniform pattern throughout the hazard ed, at which time the cartridge seal is punctured and the released area. gas expels liquid agent from one or more tanks through the dis- 1. 1W Nozzle 7. 245 Nozzle charge piping and out the discharge nozzles. 2. 1 N Nozzle 8. 260 Nozzle Four nitrogen gas cartridges and three carbon dioxide gas car- 3. 1/2N Nozzle 9. 290 Nozzle tridges are available as shown in Figure 13. 4. 3N Nozzle 10. 2120 Nozzle Cartridges noted as TC/DOT are both Transport Canada(TC)and 5. 2W Nozzle 11. 1 F Nozzle Department of Transportation (DOT) approved. Cartridges noted 6. 230 Nozzle as DOT are Department of Transportation approved only. Cartridge selection options are provided in Section IV under Tank Although these nozzles are similar in appearance and have and Cartridge Requirements. certain common parts, the tip of each nozzle is designed for a specific application and must only be used in those areas. See NITROGEN GAS CARTRIDGES Nozzle Application Chart in Section IV — System Design, for individual nozzle usage. 3/8—18 NPT 7 7/8 IN FEMALE THREAD (20 cm) 11 3/8 1N 10 1/2 IN (28 9 cm)tH (27 cm) 14 5/8 INcm) cm) 2 1/2 IN INTERNAL CUP (6 4 cm) STRAINER 21/21N 43/161N INSIDE (6.4 cm) (10 6 cm) RECESS FOR 3 9/16 IN BLOW OFF CAP CAP LOOP XXXX_X VENDOR (9 CM) CODE LT-20-R LT-30-R DOUBLE-TANK LT-A-101-30 NOZZLE (IF PRESENT) CARTRIDGE CARTRIDGE CARTRIDGE CARTRIDGE STAMPING PART NO 423429 PART NO 423435 PART NO 423493 PART NO 423491 (TC/DOT) (TC/DOT) (TC/DOT) (TC/DOT) 000145 000148 000147 000149 FIGURE 14 000002 CARBON DIOXIDE CARTRIDGES Nozzle Identification Chart Nozzle - - Nozzle Nozzle Nozzle' Flow s IN 7 7/8 IN Tvoe Part No. Stamping No. Nozzle Identification (229 cm) (20 CfT1) 11 5/8 IN 1 W Nozzle 419336 1W 1 Chrome-Plated Body (29 5 cm) 1 N Nozzle 419335 1N 1 Chrome-Plated Body 1/2N Nozzle 419334 1/2N 1/2 Chrome-Plated Body Metal blow-off caps are not allowed wdh the 1/2N nozzle 21N 21121N (5.1 cm) (64 cm) I 3N Nozzle 419338 3N 3 Chrome-Plated Body 221//22I-N►I 2W Nozzle 419337 2W 2 Chrome-Plated Body (64 cm) 230 Nozzle 419339 230 2 Chrome-Plated Body 101-10 CARTRIDGE 101-20 CARTRIDGE 101-30 CARTRIDGE 245 Nozzle 419340 245 2 Chrome-Plated Body PART NO 423439(TC/DOT) PART NO 423441 PART NO 423443 PART NO 15850(DOT) (TC/DOT) (TC/DOT) 260 Nozzle 419341 260 2 Chrome-Plated Body 000149 000150 000151 FIGURE 13 290 Nozzle 419342 290 2 Chrome-Plated Body 2120 Nozzle 419343 2120 2 Chrome-Plated Body ►Additional cartridge shipping assemblies are available for 1 F Nozzle 419333 1F 1 Chrome=Plated Body European and Australian requirements. Cartridge European Australian 'Nozzle stamping may contain an additional letter indicating a vendor's code Description Part No.* Part No.' SILICONE LUBRICANT LT-20-R 428440 428948 Dow Corning Compound 111, Part No. 78112, is available in a LT30-R 428441 426553 5.3-ounce tube.Compound has excellent qualities for sealing and Double Tank 428446 426563 lubricating system components. LT-A-101-30 428442 426555 101-10—CO2 428443 N/A 101-20—CO2 428445 N/A 101-30—CO2 428444 N/A ►'Non-UL Listed SECTION III—SYSTEM COMPONENTS UL EX.3,470 ULC CEx747 Page 3-6 REV.6 3-1-07 SWIVEL ADAPTOR CONDUIT OFFSET ASSEMBLY The Swivel Adaptor Assembly,Part No.418569,consists of a swly- The conduit offset assembly, Part No. 79825, is used to change el nut,swivel body and swivel ball.All are chrome-plated.The swiv- direction of the wire rope on detection, mechanical gas valve, and el adaptor allows any nozzle to be rotated approximately 30°in all remote pull station lines.The conduit offset assembly can only be directions. Swivel Adaptors must be ordered as a Swivel Adaptor used in the area where the conduit attaches to the regulated Shipping Assembly, Part No. 423572, which contains 25 Swivel release assembly. When using the conduit offset assembly, the Adaptors. maximum number of pulley elbows Is still allowed.The Conduit Offset Shipping Assembly, Part No.79825, consists of 6 conduit 3/8-18 NPT offsets. FEMALETHREAD CONDUIT COUPLING 3/8-18 NPT CONDUIT MALETHREADI OFFSET 30 DEGREE ROTATION FIGURE 15 CONDUIT RUBBER BLOW-OFF CAPS CONNECTOR The Rubber Blow-Off Cap, Part No.77676,help keep the orifice of the nozzle free of grease or other substances that could interfere with agent distribution.A retaining strap attaches the blow-off cap FIGURE 18 to the nozzle. Rubber Blow-Off Caps must be ordered as a 000153 Shipping Assembly, Part No. 77695, which contains 50 blow-off "QUIK-SEAL'ADAPTOR caps, or Part No.77411,which contains 12 blow-off caps. The"Quik-Seal"adaptor is a listed mechanical bulkhead fitting that produces a liquid-tight seal around both distribution piping and detection conduit which runs through restaurant hoods and ducts. The "Quik-Seal" adaptor accepts threaded pipe or conduit.The adaptor is available for 1/4 in. (Part No.78195), 3/8 in. (Part No. 77284), 1/2 in.(Part No.77286),or 3/4 in.(Part No.77288)pipe or conduit sizes.When using with EMT conduit, a conduit connector must be installed in each end of the adaptor. The "Quik-Seal" Adaptor Shipping Assembly must be ordered as stated below: t, Shipping FIGURE 16 Assembly Hole Size ► MOMS Size Part No. Qty. Required ►CB METAL BLOW-OFF CAP 1/4 in. 78196 24 3/4 In. The CB Metal Blow-off Cap Package,Part No.433208,is used for 3/8 in. 77285 24 1 1/8 in. all high temperature environments.The metal blow-off cap con- 1/2 In. 77287 24 1 1/8 in. 'tains a special O-ring placed inside the cap which integrates with 3/4 in. 77289 24 1 3/8 in. the nozzle to create a seal and to help hold the blow-off cap in position. COMPRESSION NUT ►The CB Metal Blow-off Cap Package, Part No.433208, contains 10 blow-off caps. ADAPTOR BODY GASKET- LOCKWASHER ►Also available is a 10 pack of CB Stainless Steel Blow-Off Caps, NUT Part No.434707. FIGURE 19 000154 STAINLESS STEEL WIRE METAL CAP FIGURE 17 007633 SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-8 REV.7 - 4-1-06 DETECTORS CLIP-ON STYLE-PART NO 56837 AND 56838 The detector consists of three basic components:the bracket,link- age, and fusible link.(Fusible links are not included and must be J� ordered separately.)The bracket holds the entire assembly to the FUSIBLE / mounting surface.The linkage is used to support the fusible link. LINKAGE E LINK BRACKET The fusible link is designed to separate at a specific temperature and release the wire rope,thereby actuating the regulated release mechanism. OW157 There are three styles of detectors available:the clip-on style,the HINGED STYLE-PART NO 15373 AND 15375 /Vo AZ 4,6,0 hinged style,and the scissor style. v The clip-on style allows the wire pope to be strung completely O through the detection system conduit and brackets first and the detector linkage assemblies are then clipped on later. LINKAGE\ FUSIBLE \i LINK BRACKET The hinged style detector requires the wire rope to be strung to the detector bracket, and then"threaded"through the linkage assem- bly before continuing to the next detector bracket. The scissor style allows the wire rope to be strung completely 000l5a through the detection system conduit and brackets first and the detector linkage assemblies are then clipped on later. SCISSOR STYLE-PART NO.417368 AND 417369 Each style of detector consists of two BRACKET ty types of assemblies: The Terminal Detector (Part No. 56838 15 5 or 417368) LINKAGE includes a test link and is placed last in a seried of detectors.This detector is sometimes referred to as the end-of-line detector and is thus named because it is at the point at which the wire rope"ter- FUSIBLE minates,"or is anchored at the detector bracket.Only one terminal LINK L�X3 detector is required per detection system. The Series Detector(Part No.56837,153,or 417369)is any . 000159 detector located in-line between the reg�uy{t'at�ed release assembly FIGURE 22 and the terminal detector. PULLEY ELBOWS When using Part No.567 and 5628 style detectors, a total of mere are two types of pulley elbows used to change the direction 12 detectors can be in one detection system:11 series detectors, of the wire rope by 900.ANSUL recommends for temperatures not Part No.56107 and 1 terminal detector,Part No.56)08. in excess of 700 °F (371 °C). Part No. 415670 has socket ends When using Part No.15310and 1535 style detectors,a total of 5 with set screws for 1/2 in.conduits and Part No.423250 has com- detectors can be in one detection system:4 series detectors, Part pression ring ends also for 1/2 in.conduit.Pulley elbows must be No.15373 and 1 terminal detector, Part No.15375. ordered in quantities of 50 as Shipping Assembly Part No.415671 When using Part No.417368 and 417369 style detectors, a total (socket end type)and Part No.423251 (compression end type). of 15 detectors can be in one detection system:14 series detec- PART NO 415670 PART NO.423250 tors, Part No.417369 and 1 terminal detector, Part No.417368. O 000160 000161 FIGURE 23 SECTION III–SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-9 4-1-06 REV.4 PULLEYTEE MECHANICAL GAS VALVES The Pulley Tee(Part No.427929) is used to change the direction The mechanical gas valves are designed to shut off the flow of gas of two wire ropes by 90°.It must be used in areas where the tem- to the appliances upon actuation of the regulated release assem- peratures are within the range of 32 OF to 130 OF(0 °C to 54°C). bly.The valves are available in sizes of 3/4 in.,1 in., 1 1/4 in., 1 1/2 Pulley tees can be used in mechanical gas valve actuation lines in., and 2 in.ANSUL style;and 2 1/2 in.and 3 in.Asco style.The and remote manual pull station lines.Pulley tees cannot be used valves are rated for natural and LP gas.Both styles are UL Listed within a detection line. and includes the air cylinder,tubing,and fittings for connection to the release mechanism. E) Maximum Part Operating No. Description Pressure 55598 3/4 in.Gas Valve(ANSUL) 10 psi(.69 bar) 55601 1 in.Gas Valve (ANSUL) 10 psi(.69 bar) 55604 1 1/4 in.Gas Valve (ANSUL) 10 psi (.69 bar) ' FIGURE 24 55607 1 1/2 in.Gas Valve(ANSUL) 10 psi (.69 bar) 000"7 55610 2 in.Gas Valve(ANSUL) 10 psi (.69 bar) STAINLESS STEEL CABLE 25937 2 1/2 in.Gas Valve(ASCO) 5 psi (.35 bar) 25938 3 in.Gas Valve (ASCO) 5 psi (.35 bar) The 1/16 in.stainless steel cable is run from the terminal detector, through conduit, all series detectors and pulley elbows, and into A B C the regulated release mechanism trip lever.When any fusible link Valve Size in. (mm) in. (mm) in. (mm) separates, the tension on the cable is relaxed, and the trip lever 3/4 in. 33/4 (95.3) 63/8 (161.9) 51/2 (139.7) actuates the regulated release mechanism.The cable can also be 1 in. 33/4 (95.3) 63/8 (161.9) 51/2 (139.7) used for mechanical gas valves and remote manual pull stations. 1 1/4 in. 47/8 (123.8) 7$/8 (187.3) 6 3/8 (161.9) The cable is available in 50 ft.(15 m)(Part No.15821)and 500 ft. 1 1/2 in. 47/8 (123.8) 73/8 (187.3) 6 3/8 (161.9) (152.4 m) (Part No.79653)lengths. 2 in. 57/8 (149.2) 77/8 (200.0) 611/16 (169.9) 2 1/2 in. 713/16 (198.4) ---- 91/16 (230.2) REMOTE MANUAL PULL STATION 3 in. 725/32 (197.6) ----- 91/16 (230.2) The remote manual pull station(Part No.4835 or Part No.54011) is required for manual actuation of the regulated release assembly. The remote manual pull station should be mounted at a point of egress and positioned at a height determined by the authority c ' having jurisdiction.Trim rings, Part No.427074 (pack of 10), are available. PART NO 4635(WITHOUT CABLE) PART NO 54011(WITH 50 FT.OF CABLE) r A P U��t,G B — �•--A--+1 3/4 IN THRU 2 IN 2 1/2 IN THRU 3 IN 004208 004209 FIGURE 26 METAL STAMPED 000163 ' FIGURE 25 SECTION III—SYSTEM COMPONENTS UL EX.3470 ULC CEx747 Page 3-10 REV.3 . 4-1-06 ELECTRICAL GAS VALVES ELECTRICAL SWITCHES The electrical gas valves are designed to shut off the flow of either The electrical switches are intended for use with electric gas natural or LP gas to the appliances upon actuation of the regulat- valves, alarms, contactors, lights, +contractor supplied electric ed release assembly.The valves are available in sizes of 3/4 in., power shut-off devices and other electrical devices that are 1 in., 1 1/2 in., 2 in., and 3 in.The valve is held open by an ener- designed to shut off or turn on when the system is actuated. gized solenoid and upon system actuation,the switch contacts in Switches are available in kits: One Switch Kit, Part No. 423878, the regulated release assembly open,thus de-energizing the cir- Two Switch Kit, Part No. 423879, Three Switch Kit, Part No. cuit to the gas valve solenoid, causing the valve to close.Valves 423880,and Four Switch Kit,Part No.423881.Mounting hardware are available in 120 VAC and are UL Listed. and 12 in. (305 mm) long wire leads are provided with each kit. Part Max.Operating Each switch has a set of single-pole,double-throw contacts rated No. Description Pressure at: '13707 3/4 in.Solenoid Gas Valve(ASCO) 25 psi(1.7 bar) UUcUUCSA Rating ENEC Rating 13708 1 in.Solenoid Gas Valve(ASCO) 25 psi (1.7 bar) 250 VAC,21A Resistive IE4T105N Approved 550360 1 1/4 in.Solenoid Gas'Valve(ASCO) 25 psi (1.7 bar) 250 VAC, 2 HP 250V,21A Resistive 13709 1 1/2 in.Solenoid Gas Valve(ASCO) 25 psi (1.7 bar) 125 VAC, 1 HP 8A Motor Load 13710 2 in.Solenoid Gas Valve(ASCO) 25 psi(1.7 bar) ►550363 2 1/2 in.Solenoid Gas Valve(ASCO) 5 psi (.35 bar) COMMON NO 17643 3 in.Solenoid Gas Valve(ASCO) 5 psi (.35 bar) Valve A B Size in. (mm) in. (mm) 0 0 3/4 in. 35/16 (81.0) 35/8 (92.1) N C. 1 in. 5 (127.0) 627/32 (173.8) 0-1 1/4 in. 713/16 (198.4) 729/32 (200.8) 1 1/2 in. 5 (127.0) 519/32 (142.1) 2 in. 63/32 (78.6) 515/16 (150.8) ► FIGURE 29 ►2 1/2 in. 713/16 (198.4) 7 29/32 (200.8) 001612 3 in. 713/16 (198.4) 729/32 (200.8) ALARM INITIATING SWITCH The Alarm Initiating Switch Kit, Part No. 428311, can be field mounted within the ANSUL AUTOMAN release.This switch must ►be used to close a supervised alarm circuit to the building main fire B alarm panel when the ANSUL AUTOMAN release actuates.This action will signal the fire alarm panel that there was a system actu- ation in the kitchens area. The switch kit contains all necessary + mounting components along with a mounting instruction sheet. The switch is rated 50 mA,28 VDC. SPACER TOWARD ANSUL WHEN SPACER AND AUTOMAN A R SWITCH ARE PROPERLY \ MOUNTED,THIS DIVIDER ► FIGURE 27 MUST BE BETWEEN THE \ /N O.AND N.0 TERMINALS oo27 MANUAL RESET RELAY \ COM ►The Manual Reset Relay, Part No.426151,is required when using \.\ 9 NO an electrical gas valve shut-off system.After the electric gas valve `\ has closed, either due to system actuation or power failure, the valve cannot be re-opened, allowing gas to flow, until the reset \� relay button is manually pressed, re-energizing the circuit. The reset relay is available 120 VAC.The manual reset relay is also N.C. recommended for electrical shut down. ALARM INITIATING SWITCH ® ► FIGURE 30 ® 004690 ► FIGURE 28 00006 Y v SECTION III—SYSTEM COMPONENTS ► UL EX.3470 ULC CEx747 Page 3-11 4-1-06 r REGULATOR TEST KIT HOSEIGROMMET PACKAGE The Test Kit Assembly(Shipping Part No.56972)is required to test The Hose/Grommet Package,Part No.418511,consists of a 24 in. the regulator setting and nitrogen flow during 12-year maintenance rubber hose and 2(two)grommets.This package is required when examinations. This will ensure that the regulator is functioning mounting an AUTOMAN Regulated Release (or Regulated properly. Actuator) and a tank enclosure (or tank bracket) side by side in either a manifolded system or an independent piping system. BURSTING DISC The R-102 Bursting Disc is installed in the tank adaptor assembly. The bursting disc eliminates the siphoning of the agent up the pipe during extreme temperature variations. The bursting discs are available in packs of 10, Part No.417911. ► FIGURE 31 000,69 FUSIBLE LINK Select correct UL Listed fusible link(s)for installation in detector(s) according to the temperature condition chart below: FIGURE 33► 000,72 K STYLE Fusible Link To Be Used NOZZLE AIMING DEVICE Fusible Shipping Where The Nozzle Aiming Device, Part No.431992, is available to prop- Link Assembly Temperature Temperature erly aim each nozzle to the correct aiming point. The device Part No. Part No. Rating Does Not Exceed clamps to the nozzle and emits a small laser light that reflects on 415739(l) 415739(l) 165 IF (74°C) 100 IF (38°C) the surface that it is aiming at.The nozzle can then be rotated to 415740(l) 415740(l) 212 IF(100°C) 150 IF (66°C) point at a predetermined aiming point and then tightened to hold 415741 (1) 415744(25) 280 IF(138 °C) 225 OF(107°C) that angle.The aiming device adaptor attaches to the nozzle.The ►415742(1) 415745(25) 360 IF(182°C) 290 IF(143`C) shipping assembly consists of the aiming device and the adaptor. 415743(1) 415746(25) 450 IF(232°C) 360 IF(182°C) ML STYLE Fusible Link To Be Used Fusible Shipping Where Link Assembly Temperature Temperature Part No. Part No. Rating Does Not Exceed ADAPTOR 550368(l) 551522(10) 165 IF (74°C) 100 IF (38°C) NOZZLE 550365(l) 551523(10) 212 IF(100°C) 150 IF (66°C) AIMING 550366(l) 551524,(10) 280 IF(138°C) 225 IF(107°C) ► DEVICE FIGURE 34 ►550009(1) 551525(10) 360 IF(182'C) 290 IF(143°C) 006620 1 550367(l) 551526(10) 450 IF(232°C) 360 IF(182°C) STAINLESS STEEL ACTUATION HOSE 56816(l) 551527(10) 500 IF(260°C) 400 IF(204°C) ► 56816(1) 73867(25) 500 IF(260°C) 400 IF(204°C) The Stainless Steel Actuation Hose is used to connect the actua- tion line compression tees between each pneumatic actuator.The hose has the same thread, 7/16-20, as the fittings.The actuation O O hose allows flexibility between the AUTOMAN and each regulated actuator. 'WO" ►Hose Part No. Length Couplings t� TEMPERATURE 31809 16 in.(41 cm) 7/16-20 x 7/16-20 Females. RATING STAMPED ON 32335 20 in.(51 cm) 7/16-20 x 7/16-20 Females FUSIBLE LINK BODY 32336 24 in.(61 cm) 7/16-20 x 7/16-20 Females 5 1-430815, 42 in.(107 cm) 7/16-20 Female x 1/4 in.NPT Fitting =:=A I'-- Part No. Description K000170 STYLE MLSTYLE31810 Male Elbow(7/16-20 x 1/4 in.NPT) FIGURE 32 1-415371 31811 Male Tee (7/16-20 x 7/16-20 x 1/4 in.NPT) 415371 Tee(7/16-20 x 1/8 in.Male NPT x 1/8 in.Female NPT) MAXIMUM REGISTERING THERMOMETER32338 Male Straight Connector(7/16-20 x 1/4 in.NPT) ►25627 1/4 in.Check Valve The Maximum Registering Thermometer, Part No.15240,is used to indicate the highest normal temperatuee for the protected area. Once this is established, the correct rated fusible link can be chosen. 7/16-20 7116-20 ► FIGURE 35 a COMcheck Software version 4.0.1 Envelope Compliance Certifica e1 � I�• I � FEB m2 2016 Project Information Energy Code* 2014 New York Energy Conservation Construction Code Project Title GREENORT HARBOR BREWING TASTING ROOM AD ITION Location Suffolk County, New York Climate Zone 4a Project Type Addition Vertical Glazing/Wall Area. 27% Construction Site Owner/Agent. Designer/Contractor RTE 25 Robert Brown SOUTHOL, NY 11971 Robert I. Brown Architect 205 Bay AVe. Greenport, NY 11944 631-477-9752 rob@ribrownarchitect.com Building Area Floor Area 1-tasting room (Dining: bar lounge/leisure) : Nonresidential 2202 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value IU-Factor Factor(a) Perimeter Roof 1 Insulation Entirely Above Deck,[Bldg Use 1 -tasting room] 2202 --- 18.0 0 053 0.039 Exterior Wall 1 Concrete Block.8",Partially Grouted,Cells Insulated, 464 --- 4.4 0 130 0 104 Medium Density,Furring None,[Bldg Use 1 -tasting room] Exterior Wall 2•Wood-Framed, 16"o.c,[Bldg.Use 1 -tasting room] 1280 190 00 0.067 0.064 Door 1:Insulated Metal,Swinging,[Bldg Use 1 -tasting room] 21 --- --- 0.390 0 610 Door 2 Glass(>50%glazing),Nonmetal Frame,Non-Entrance Door, 160 --- --- 0 270 0 770 Perf.Specs..Product ID andersen,SHGC 0 28,[Bldg.Use 1 -tasting room](b) Door 3:Glass(>50%glazing).Metal Frame, Non-Entrance Door, Pert. 317 --- --- 1 200 0.770 Type Energy code default,Single Pane,Clear,SHGC 0 80,[Bldg. Use 1 -tasting room] Floor 1-Slab-On-Grade*Heated,Horizontal with vertical—4 ft,[Bldg 2202 --- 80 0.260 0.704 Use 1 -tasting room](c) (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab-On-Grade proposed and budget U-factors shown in table are F-factors Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 1 of 19 4 Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.1 and to comply with three " mandatory requirements listed in the ection Checklist. ,ry Aod� ame- itle Sti—n ture Date Project Title. GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 2 of 19 Y COMcheck Software Version 4.0.1 Interior Lighting Compliance Certificate Project Information Energy Code 2014 New York Energy Conservation Construction Code Project Title GREENORT HARBOR BREWING TASTING ROOM ADDITION Project Type Addition Construction Site. Owner/Agent. Designer/Contractor. RTE 25 Robert Brown SOUTHOL, NY 11971 Robert I. Brown Architect 205 Bay AVe. Greenport, NY 11944 631-477-9752 rob@ribrownarchitect.com Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Common Space Types Bar/lounge/leisure dining 2202 1 .39 3083 Total Allowed Watts= 3083 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Common Space Types:Bar/lounge/leisure dining LED 1.main lighting.pendant LED PAR 12W. 1 19 12 228 Total Proposed Watts= 228 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.1 and to comply with the mandatory requirements listed in the Inspeption Checklist. NaMe-Title Sign tui a Date Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 3 of 19 COMcheck Software Version 4.0.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Project Type, Addition Exterior Lighting Zone 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent, Designer/Contractor RTE 25 Robert Brown SOUTHOL, NY 11971 Robert I. Brown Architect 205 Bay AVe. Greenport, NY 11944 631-477-9752 rob@rlbrownarchitect.com Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Other door(not main entry) 12 ft of door 20 Yes 240 Total Tradable Watts(a)= 240 Total Allowed Watts= 240 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Other door(not main entry) (12 ft of door width)-Tradable Wattage LED 2.outdoor:sconce.LED Other Fixture Unit 13W 1 13 13 169 Total Tradable Proposed Watts= 169 Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.1 and to comply, with the mandatory reqWWJUT ' ts listed in to ection Checklist. t;�e OW�� p� o2-( � Na y e-Title Si n ture Date Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 4 of 19 COMcheck Software Version 4.0.1 Mechanical Compliance Certificate NI/, Project Information Energy Code 2014 New York Energy Conservation Construction Code Project Title, GREENORT HARBOR BREWING TASTING ROOM ADDITION Location Suffolk County, New York Climate Zone. 4a Project Type Addition Construction Site Owner/Agent Designer/Contractor• RTE 25 Robert Brown SOUTHOL, NY 11971 Robert I. Brown Architect 205 Bay AVe. Greenport, NY 11944 631-477-9752 rob@ribrownarchitect.com Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating: 1 each-Duct Furnace,Propane,Capacity=110 kBtu/h Proposed Efficiency=80 00%Ec,Required Efficiency=80.00%Ec Fan System: None 1 Water Heater 1: Gas Storage Water Heater,Capacity 0 gallons, Input Rating-75 Btu/h w/Circulation Pump No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2014 New York Energy Conservation Construction Code requirements in COMcheck Version 4.0.1 and to comply with the mandatory requir ments listed in the4aspection Checklist. ?--1 � N me-Title Si na r Date Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 5 of 19 COMcheck Software Version 4. .1 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 1.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2014 Neve rn ' York Plan Review Cbmpliles? .Comments/Assumptions Energy C103.2 ;Plans and/or specifications provide all ❑Complies , [PR1]1 Hnformation with which compliance ❑Does Not !can be determined for the building ;envelope and document where ❑Not Observable; ,exceptions to the standard are ❑Not Applicable ! !claimed. C103.2 ;Plans,specifications, and/or ❑Complies [PR2]1 !calculations provide all information ❑Does Not ;with which compliance can be :determined for the mechanical ❑Not Observable; !systems and equipment and ❑Not Applicable !document where exceptions to the ! :standard are claimed. Load !calculations per acceptable ! !engineering standards and !handbooks. C103.2 ;Plans, specifications, and/or ❑Complies ; [PR3]1 calculations provide all information ❑Does Not ! :with which compliance can be :determined for the service water ❑Not Observable :heating systems and equipment and ❑Not Applicable !document where exceptions to the ! !standard are claimed. Hot water !system sized per manufacturer's : :sizing guide. C103.2 !Plans, specifications, and/or •❑Complies [PR4]1 :calculations provide all information E❑Does Not ! :with which compliance can be ! (determined for the interior lighting ❑Not Observable :and electrical systems and equipment :❑Not Applicable ! ;and document where exceptions to ;the standard are claimed. Information !provided should include interior : :lighting power calculations, wattage of bulbs and ballasts,transformers and 3 !control devices. : C103.2 !Plans,specifications, and/or ;❑Complies [PR8]1 :calculations provide all information '❑Does Not ! !with which compliance can be ;determined for the exterior lighting ❑Not Observable; land electrical systems and equipment ❑Not Applicable ;and document where exceptions to ! !the standard are claimed. Information (provided should include exterior :lighting power calculations, wattage of, !bulbs and ballasts,transformers and control devices. C406 !Plans, specifications, and/or ❑Complies [PR9]1 calculations provide all information -❑Does Not ! !with which compliance can be ;determined for the additional energy :❑Not Observable :efficiency package options. ❑Not Applicable 111 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 6 of 19 2014 New ,York Plan review Complies? Comments/Assu,mptions Energy C402.3.1 ;Vertical fenestration area <= 30 ❑Complies [PR10]1 :percent of the gross above-grade wall ❑Does Not t area. ❑Not Observable' ! ❑Not Applicable C402.3.1 ;Skylight area <= 3 percent of the ❑Complies [PR11]1 gross roof area. ❑Does Not i ❑Not Observable t ❑Not Applicable C402.3.2 ;In enclosed spaces > 10,000 ft2 ❑Complies ; [PR14]1 ;directly under a roof with ceiling ❑Does Not ; heights>15 ft. and used as an office, ;lobby, atrium, concourse, corridor, ❑Not Observable; tstorage, gymnasium/exercise center, ❑Not Applicable :convention center, automotive 3 ;service, manufacturing, non- ,refrigerated warehouse, retail store, ; :distribution/sorting area, !transportation, or workshop,the , ;following requirements apply: (a) the !daylight zone under skylights is >_ half the floor area; (b)the skylight ;area to daylight zone is >= 3 percent :with a skylight VT>= 0.40; or a :minimum skylight effective aperture !>= 1 percent. 3 E C402.3.2. ;Areas with obstructions that block ❑Complies 2 direct beam sunlight on >= 1/2 of the `❑Does Not [PR15]1 !roof over the enclosed area for more :than 1,500 daytime hours per year ❑Not Observable 3 ;between 8 am and 4 pm. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Z 1 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 7 of 19 Section•` ° Footing/Foundation,. Plans.Verified Field Verified #• Coniplles. `' ;Comments/Assurriptlons,. & Fie .ID Ins .pection• Value Value C402.2 Section. Plans Verified " Field Verified # Franning I Rough=ln Inspection`« value Value Complies? Commentsf ssumptions & Re .ID C402.4.1, ;The building envelope contains a ❑Complies C402.4.2 continuous air barrier that is • . ❑Does Not [FR16]1 !sealed in an approved manner ° :, ;and either constructed or tested ;E. Po� `❑Not Observable in an approved manner.Air ❑Not Applicable ;barrier penetrations are sealed in a x. ;an approved manner. ; C402.4.3, ;Factory-built fenestration and i 0 ❑Complies ; C402.4.4 -;doors are labeled as meeting air ❑Does Not [FR18] ;leakage requirements. !❑Not Observable E -I❑Not Applicable C402.4.7 ;Vestibules are installed on all r" : '. y I❑Complies ; [FR17]3 ibuilding entrances. Doors have i " '❑Does Not ;self-closing devices. -.. ❑Not Observable i F :J❑Not Applicable C402.3.3, ;Vertical fenestration U-Factor. U- U- ;❑Complies ;See the Envelope Assemblies C402.3.4 ❑Does Not Mable for values [FR8] 1 ❑Not Observable ❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. ; SHGC: SHGC: :❑Complies ;See the Envelope Assemblies [FR10]1 ;❑Does Not ;table for values ❑Not Observable ❑Not Applicable 0303.1.3 ;Fenestration products rated in ❑Complies ; [FR12]2 :accordance with NERC. ❑Does Not t ❑Not Observable ❑Not Applicable C303.1.3 ;Fenestration products are •"'IE]Complies [FR13]1 !certified as to performance labels ❑Does Not for certificates provided. $❑Not Observable �j° ]❑Not Applicable (,401,2,), ;U-factor of opaque doors U- ; U- ;❑Complies :See the Envelope Assemblies associated with the building ❑ Swinging ;❑ Swinging ;❑Does Not :table for values. )thermal envelope meets ;requirements. ;E] Nonswinging E] Nonswinging i❑Not Observable : ❑Not Applicable a i t t Additional Comments/Assumptions: 111 High Impact(Tier 1) °2• Medium Impact(Tier 2) &,J Low impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 9 of 19 2014 New York. Plumbing,. tougt�1fi' nspection, ""Complies? Comments/MsuMp#oRs'k, EiieEg _)t � C4043_ ITemperature controls installed on E]Complies [pL513 service water heating systems(110 2F 'E]Does Not !for dwelling units and lavatories in ",';public restrooms and 90°F for other []Not Observable, !occupancies.) :E]Not Applicable C404.4 ;Automatic time switches installed to E]Complies [PL311 :automatically switch off the :E]Does Not !recirculating hot-water system or heat !recirculating ;trace. FINot Observable, 1 :E]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 10 of 19 Section- Mechanical Rough-In Plans'!/eriiffiecl Field Verified # Inspection :latae valve Complies? Comments/Assumptions & Re .ID C403.2.3 ;HVAC equipment efficiency Efficiency. ; Efficiency-_ EComplies ;see the Mechanical Systems list [ME5512 :verified. F ❑Does Not `for values. '❑Not Observable '❑Not Applicable C402.4.5. ;Stair and elevator shaft vents ❑Complies ; 1 'have motorized dampers that : ❑Does Not (ME3]3 =automatically close. ❑Not Observable ❑Not Applicable C402A.5. ;Outdoor air and exhaust systems it ❑Complies 2 :have motorized dampers that E❑Does Not [ME58]3 automatically shut when not in : :use and meet maximum leakage _ '❑Not Observable ; ,rates. Check gravity dampers ❑Not Applicable :where allowed. C403.2.5. ;Demand control ventilation ; '❑Complies ; 1 ;provided for spaces >500 ft2 and ; ❑Does Not [ME59)1 :>25 people/1000 ft2 occupant : :density and served by systems ❑Not Observable ; ;with air side economizer, auto ; ❑Not Applicable modulating outside air damper i :control, or design airflow >3,000 ; cfm. E E C403Z7 ;HVAC ducts and plenums R- R- ;❑Complies ; [ME60J2 'insulated.Where ducts or 3 : ❑Does Not plenums are installed in or under : ;a slab, verification may need to ; ❑Not Observable ; ;occur during Foundation ❑Not Applicable !Inspection. 0403.2.8 ;Thermally ineffective panel ; `❑Complies ; [ME4113 :surfaces of sensible heating 3 :❑Does Not :panels have insulation >= R-3.5. : ❑Not Observable ❑Not Applicable C403.2.7 ;Ducts and plenums sealed based ❑Complies ; (ME102 :on static pressure and location. ❑Does Not 3 r , � E : '❑Not Observable 3 :❑Not Applicable C403,23, ;Ductwork operating >3 in.water '❑Complies ; 1.3 :column requires air leakage : :❑Does Not [ME1113 ;testing. : ❑Not Observable ; I I '❑Not Applicable E C408,2.2. ;Air outlets and zone terminal ;❑Complies ; I (devices have means for air : °❑Does Not (ME53]3 balancing. : ;❑Not Observable ❑Not Applicable ; C403,4.2. :VAV fan motors >=5.0 hp to be ;❑ VSD ❑ VSD ,❑Complies ; '[ME6612 driven by variable speed drive, ❑ Vane axial :❑ Vane axial ;❑Does Not E have a vane-axial fan with fan : fan :variable pitch blades, or have ElOther ;ElOther ❑Not Observable :controls to limit fan motor !❑Not Applicable :demand. : E � E E 0403.4.2 ;VAV fan motors >=5.0 hp to be ,❑ VSD ❑ VSD ;❑Complies ; (ME66]2 ;driven by variable speed drive, ❑ Vane axial :❑ Vane axial ;❑Does Not have a vane-axial fan with fan fan :variable pitch blades, or have ;E] Other ;ElOther '❑Not Observable t ;controls to limit fan motor ; ❑Not Applicable :demand. 3 E E 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date- 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 11 of 19 Sectlom. ., mecl�anlcal'Rough-in `' Plans"Verified Field Verified. v , #'' , ',Complles. Comments/Assuatiptions . & Re :l® Inspection Value Value C403.2.6 ;Exhaust air energy recovery on }' 't❑Complies [ME57]1 systems meeting Table C403.2.6 l g .a; •!❑Does Not } P ),, ;• ❑Not Observable ]❑Not Applicable C403,2,T1,Unenclosed spaces that are _ j❑Complies ; [ME7112' heated use only radiant heat. 1' '. - a F. ❑Does Not ; '❑Not Observable E ❑Not Applicable E C403.3.4' .,Sleeping rooms in Group R-1 - ;❑Complies ; [ME76]3 occupancies are provided with ;' I❑Does Not !dedicated system to 1 ' r ;automatically control HVAC j ❑Not Observable ; ;systems and energy consumption!,, :+, ` ❑Not Applicable 1during unoccupied periods. $ ; ,Controls are designed to raise ;cooling and lower heating ( ; -;temperature set points by at !least 4°F when room is ;unoccupied. C403.3.4 ';Sleeping rooms in Group R-1 IElComplies ; [ME76)3 Joccupancies are provided with `° °` ° $ ,•' ![]Does Not F dedicated system to ? ;automatically control HVAC t•. ❑Not Observable ;systems and energy consumption; °_ .z, , ❑Not Applicable ;during unoccupied periods. Controls are designed to raise ;cooling and lower heating temperature set points by at 1 least 4°F when room is 3 ;unoccupied. ; Additional Comments/Assumptions: 111 High Impact(Tier 1) "2 A Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room,cck Page 12 of 19 2014 New ,York' ltbugh=ln Electrical%lnspection .Complies? ,�° ;CommentsfAssumptions Energy t405.2.2.11 Automatic controls to shut off all ;❑Complies 1, .'building lighting installed in all `❑Does Not [EL22]? buildings. :❑Not Observable "i :❑Not Applicable C405,2.1. ;Independent lighting controls installed ;❑Complies 1 ;per approved lighting plans and all :F—]Does Not ° [Ei=23]2 ;manual controls readily accessible and ;visible to occupants. ❑Not Observable :❑Not Applicable C405.2.1. ;Lighting controls installed to uniformly;❑Complies 2 ;reduce the lighting load by at least ❑Does Not [EL15]1 150%. ❑Not Observable: F❑Not Applicable 0405.2.2:'.;Daylight zones provided with `❑Complies 3 'individual controls that control the ,❑Does Not [EL16] lights independent of general area ;lighting. ❑Not Observable I '❑Not Applicable C405.2.3 ;Sleeping units have at least one ;❑Complies [EL17]3 ;master switch at the main entry door 'F—]Does Not !that controls wired luminaires and ;❑Not Observable _;switched receptacles. • � '❑Not Applicable C405.2.2. ;Occupancy sensors installed in `❑Complies 2 ;required spaces. !❑Does Not [EL18]1 F❑Not Observable; F❑Not Applicable C405.2.2. ;Primary sidelighted areas are !❑Complies 3 equipped with required lighting :❑Does Not [EL20]1 !controls. ❑Not Observable ❑Not Applicable C405.2.2. ;Enclosed spaces with daylight area ;❑Complies 3 ;under skylights and rooftop monitors ;❑Does Not ! [EL21]1 !are equipped with required lighting controls. ❑Not Observable ❑Not Applicable C405 2..4;,,JAutomatic lighting controls for exterior,❑Complies [EL 25]?,,, lighting installed. ❑Does Not i ❑Not Observable :❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 ;specific uses installed per approved r❑Does Not lighting plans. ❑Not Observable; ❑Not Applicable 0405.4 ;Exit signs do not exceed 5 watts per ;❑Complies [EI-611 :face. ;❑Does Not ❑Not Observable; ❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies [EL8]1 ;allowed for special functions per the :❑Does Not !approved lighting plans and is ;automatically controlled and ❑Not Observable !separated from general lighting. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 21Medium Impact (Tier 2) ',3,:J Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 13 of 19 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title- GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 14 of 19 section• Plans Verified Field Verified, # Insulation inspection Vague Value , Complies? - Comments/Assumptions;' & Pte .ID 0402.4.1. ;All sources of air leakage in the = !❑Complies 1 ;building thermal envelope are ❑Does Not [IN1]1 !sealed, caulked, Basketed, a M g; ❑Not Observable ;weather stripped or wrapped with - ; ,moisture vapor-permeable ❑Not Applicable !wrapping material to minimize air. i leakage. C402.4.2. ;Roof R-value. For some ceiling R- R- ;❑Complies ;See the Envelope Assemblies 1 systems, verification may need to ❑ Above deck ❑ Above deck ❑Does Not ;table for values [IN2]1 !occur during Framing Inspection. ❑ Metal ❑ Metal :❑Not Observable '❑ Attic ❑ Attic '❑Not Applicable t t C303.2 ;Roof insulation installed per 1❑Complies [IN3]1 ;manufacturer's instructions. ❑Does Not :Blown or poured loose-fill insulation is installed only where ❑Not Observable ; ,the roof slope is <=3 in 12. ,JE1Not Applicable 0303.2 ;Above-grade wall insulation '' m=❑Complies ; [IN7]1 ;installed per manufacturer's .= - a ❑Does Not linstructions. ❑Not Observable t ❑Not Applicable C402.2,5 .;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies f t [�N$]z � ,El mass ;El Mass ;❑Does Not table for values ❑ Steel ❑ Steel 1❑Not Observable t t i t j ❑ Wood ❑ Wood :[:]Not Applicable t t t t j 1 3 i i f i F 0303.1. 'Building envelope insulation is ; e - ❑Complies [IN10]2 labeled with R-value or insulation ❑Does Not E certificate providing R-value and ;other relevant data. + ❑Not Observable E ! J❑Not Applicable C3Q3,2.1 Exterior insulation is protected ' ❑Complies [IN14]1 1from damage with a protective i• ❑Does Not f material.Verification for exposed 4 ;foundation insulation may need ; ❑Not Observable ito occur during Foundation ; ❑Not Applicable Inspection. t 0402:2.1 ;Insulation intended to meet the ; r ❑Complies ; [IN17]3 ;roof insulation requirements ! ❑Does Not !cannot be installed on top of a ;suspended ceiling. Mark this f a. � ❑Not Observable !requirement compliant if °°; - ❑Not Applicable !insulation is installed accordingly.; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2, Medium Impact (Tier 2) J 3'I Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 15 of 19 2014 Near •York Flnal.Inspection, °`s. Complies? Comments/Assumptions Ener%y C402.4.6 ;Weatherseals installed on all loading ❑Complies [FI37]1 :dock cargo doors. ❑Does Not €❑Not Observable I ❑Not Applicable . C403.2.4.` ;Heating and cooling to each zone is ❑Complies 2 ;controlled by a thermostat control. ,❑Does Not [F147]3 (Minimum one humidity control device ;per installed ❑Not Observable: humidification/dehumidification ❑Not Applicable I system. C403.2.4. ;Thermostatic controls have a 5 °F ❑Complies 2 Ideadband. ❑Does Not [F138]3, ❑Not Observable ❑Not Applicable ' C403.2.4. ;Temperature controls have setpoint ❑Complies 2 ;overlap restrictions. '❑Does Not [F[20]3 ❑Not Observable: ❑Not Applicable 0403.2.4. ;Each zone equipped with setback ❑Complies 3 ;controls using automatic time clock or `❑Does Not ; [F[39]3. ;programmable control system. ❑Not Observable ❑Not Applicable C403.2.4. ;Automatic Controls: Setback to 55°F ❑Complies 3 (heat) and 85°F (cool); 7-day clock, 2- ❑Does Not (F140]3 ;hour occupant override, 10-hour ;backup ;❑Not Observable. ❑Not Applicable 3 0408.2.5. ;Furnished HVAC as-built drawings ❑Complies I submitted within 90 days of system ❑Does Not [F17]3 I acceptance. ❑Not Observable; '❑Not Applicable C3033,C4;Furnished O&M manuals for HVAC ❑Complies 08.2.5.2 systems within 90 days of system .❑Does Not [Fl8]3, ;acceptance. ❑Not Observable: ❑Not Applicable C408.2.5. !An air and/or hydronic system :❑Complies 3 :balancing report is provided for HVAC :❑Does Not [FI43]1 systems. -❑Not Observable; ❑Not Applicable C408.2.3. ;HVAC control systems have been :❑Complies 2 tested to ensure proper operation, ;❑Does Not [FI10]1 ;calibration and adjustment of controls.;❑Not Observable; ❑Not Applicable C404.3 I Public lavatory faucet water ,❑Complies [FI11]3 (temperature <=110°F. ❑Does Not ❑Not Observable E :❑Not Applicable 0404:5 ;All piping in circulating system ❑Complies (925]2 „;insulated ❑Does Not ❑Not Observable ❑Not Applicable 1 11 High Impact(Tier 1) e;2 1 Medium Impact(Tier 2) 13 .1 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 16 of 19 2014 New. 'York Final inspection Complies? Comments/Assitmptibns Energy C402.4.8 :Recessed luminaires in thermal ❑Complies [F126]3 envelope to limit infiltration and be IC ❑Does Not 3 ;rated and labeled.Seal between 3 ;interior finish and luminaire housing. ❑Not Observable ❑Not Applicable C4012,2 ;HVAC systems and equipment ❑Complies [F127]3 'capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑Not Applicable C408.2.5. ;Furnished as-built drawings for ❑Complies 1 :electric power systems within 30 days ❑Does Not [F[16]3 !of system acceptance. ❑Not Observable ❑Not Applicable C303.3,C41Furnished O&M instructions for ❑Complies 08.2.5.2 :systems and equipment to the ❑Does Not [FI17]3 :building owner or designated ❑Not Observable; representative. ❑Not Applicable C405.5.2 ;Interior installed lamp and fixture []Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 :lighting power is consistent with what ❑Does Not :is shown on the approved lighting ;plans, demonstrating proposed watts ❑Not Observable; are less than or equal to allowed ❑Not Applicable ;watts. C405.6.2 ;Exterior lighting power is consistent ❑Complies ;See the Exterior Lighting fixture schedule for values [F[19]1 :with what is shown on the approved '❑Does Not ; lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal to allowed watts. ❑Not Applicable C408.2.1 ;Commissioning plan developed by ❑Complies [FI2811 :registered design professional or '❑Does Not 3 approved agency. ❑Not Observable; ❑Not Applicable C408.2.4 ;Preliminary commissioning report ❑Complies [F[29]1 completed and certified by registered ❑Does Not 3 :design professional or approved ❑Not Observable :agency. ❑Not Applicable C408.2.5. ;Final commissioning report due to ❑Complies 4 :building owner within 90 days of ❑Does Not [F[30]1 receipt of certificate of occupancy. ❑Not Observable ❑Not Applicable C408.2.3. ,HVAC equipment has been tested to ❑Complies 1 :ensure proper operation. ❑Does Not [FI31]1 ! ❑Not Observable ❑Not Applicable C408.3 ;Lighting systems have been tested to ❑Complies [FI33]1 :ensure proper calibration, adjustment, '❑Does Not !programming, and operation. ❑Not Observable; ❑Not Applicable C408.3 ,Lighting systems have been tested to ,❑Complies [F]48]1 :ensure proper calibration, adjustment, ❑Does Not !programming, and operation. ❑Not Observable; '❑Not Applicable 11 High Impact(Tier 1) 2, 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 17 of 19 2014 Net+u YarK Final Ins, tion ,..:.n. Complurn Complus?? „""', omentsfAssumptians,. ",Energy , C406 ;Efficient HVAC performance, efficient ❑Complies [FI34]1 ;lighting system, or on-site supply of ;❑Does Not renewable energy consistent with ❑Not Observable' ;what is shown the approved plans. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2> Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 18 of 19 Project Title: GREENORT HARBOR BREWING TASTING ROOM ADDITION Report date: 02/01/16 Data filename: C:\Users\Rob\Documents\COMcheck\ghbc tasting room.cck Page 19 of 19 -Calculation-S—u—m—mamy CalcType Units Avg Max Min Avg/Min Max/Min Description PtSpcLr i PtSpcTb MeterType LCalcl"ts addon j Illuminance Fc 0.98 3.6 0.1 980 i 36.00 j Readings Taken At Grade 4 4 Horizontal Lu—m-i-n--a--i--r-e—Sc—Schedule Symbol +QtY-------- Tag Label Arrangement Lum.Lumens I Arr.Lum.Lumens ULF Description Lum.Watts Arr.Watts Total Watts Filename EF 14 A WPLED10 SINGLE 548 548 1.000 WPLED10 13-2 t�E32 52.8 WPLED10-Cool-LS125614.IES Expanded Luminaire Location Summary LumNo Tag X Y MTG HT Orient Tilt 1 A 127.591 116.51 8 358.415 11 0 2 A 126.988 95.146 8 358.417 1 0 3 A 126.385 71.95 8 358.415 0 4 A 110.324 1 68.542 1 8 270.494 0 Total Quantity:4 lot W WPLED10 NOTES. "The light loss factor(LLF)is a product of many variables,only lamp lumen depreciation(LLD) has been applied to the calculated results unless otherwise noted.The LLD is the result(quotient) of mean lumens/initial lumens per lamp manufacturers'specifications "Illumination values shown(in footcandles)are the predicted results for planes of calculation either horizontal,vertical or inclined as designated in the calculation summary.Meter orientation is normal to the plane of calculation. The calculated results of this fighting simulation represent an anticipated prediction of system performance Actual measured results may vary from the anticipated performance and are subject to means and methods which are beyond the control of RAB Lighting Inc E C E IN E "Mounting height determination Isjob,site specific,our lighting simulations assume a mounting height (insertion point of the luminaire symbol)to be taken at the top of the symbol for ceiling mounted luminaires JUL 2 2 2015 and at the bottom of the symbol for all other luminaire mounting configurations "RAB Lighting Inc.luminaire and product designs are protected under U S.and International intellectual property laws Southold Town Patents issued or pending apply Planning Board J Prepared For. Job Name: Scale:N.T S. Lighting Design Disclaimer Damin Sales Greenport Harbor Brewery Addon The Lighting Analysis,ezLayout,Energy Analysis and/or Visual Simulation("Lighting Design")provided by RAB Lighting Inc CRAB")represents an anticipated prediction of lighting system performance, Date:7/21/201 5 28 Brunswick Avenue Lighting Layout based upon clesi gn parameters and infonrinatc,In supplied by others These design parameters anduriformation provided by others have not been field venried by RAB and therefore actual measured results may vary from the actual field conditions RAB recommends that design parameters and other information be field verified to reduce variation RAB neither warranties,either implied or stated Edison,NJ 08817-0377 Version A Filename:GreenpOint Harbor Brewery Part 2 addon 07'81149iiAG Pct-I measured light levels or energy consumption levels as compared to thosediustrated by the Lighting Design RAB neither warranties,either implied or stated,nor represents the appropriateness,completeness or—tabdry of the Lighting D-grinterit as compliant with any applicable regulatory c.cf—clurernents with the exception fth.1e spec,fically stated on L G H T I N G drawings created and submitted by RAB The Lighting design nstued,in whole or part,as advisory documents for informational purposes ands,not intended for construction nor as being pan of 170 Ludlow Avenue,Northvale,NJ 07647 Drawn By:Nigel Mcgregor project's construction documentation package 800 722-1000 - RABWEB.COM I Filename Z\Job FileADarrun SaIes\REVC0 Electric\Southold 11 0916\Greenport Harbor Brewery Part 2\Working Files\AGI\Green point Harbor Brewery Part 2 addon 071 814D.AGI ---- ---------------------- ----------- --------- -- --- - ---- - - - - - --- - - - --------- ------- - ------- - --- ---- --- ------------ ----- - ------- --------- -- ------------ ----------------- ------- ----- - -- 130 lJ 120 -- 2.s 2.2 t1 332.6 11 J I I 110 -- - -- - RSPI�L\I- ','V%�_KWAY I.1.9 •1.7 0.9 09 d •1:0.9 0 100 2:1 .7 i t)s II I 4 �l 0 90 2:6 2.0% , 9 1 80 0.s 0.7 5 •1.1 0.9 .5 4 2. 1.7 .7 70 I a o 2.1 8 I 0.10. 0.4 \1 2. 3. �•1 1 .8 -0�/� 9 2.2 1,,5 6 • 0 1 0.2 0.4 0. 1.9 2.2 •1 0.9 0.9 0.9 0.7 .4 60 I E 0.1 0.1 o.P .�o.s o.se e.7 o.s oo.s o. '.3 3 a 0.1 0.2 003_0. r. 0.3 02• .2 0.2 _ 50 --,o.l 0.1 0.2 0.2 430.2 0.2 0.1 0.1 01 40 0 0 0 0 0 30 AND CAP PARKING GKLY OMPLY WIT[ A S P A L T P AN 20 D E C E VY E 10 / r JUL 2 2 2015 0 Southold Town Planning Board 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 Scale: finch= 16 Ft. ;g_.'--•-• "` •; M• @ - Scale:as noted CghungDesrgnDncWimer Prepared For: Job Name Damin Sales Greenport Harbor Brewery Addon The Lighting Analysis,ezLayout.Energy Analysis andyorlisual Simulation rLighting Design')provided by RAB Lighting Inc CRAB')representsan anticipated prediction offighbng system performance Lighting Layout Date:7/21/2015 28 Brunswick Avenue based upon design parameters and Information supplied by others These design parameters and information provided by others have not been field verified by RAO and therefore actual measured results may vary from the actual field conditions RAO recommends that design parameters and other information be field verified to reduce variation.RAO neither warranties,either implied or stated Edison,NJ 08817-0377 Version A Fllename•GreenpOlht Harbor Brewery Part Zaddon 07 69149aY%E91'oual measured light levels orenergy consumption levels as compared tothose illustrated by the Lighting Design RAO neither warranties,either implied or stated,nor represents the L_ ( I I r appropnateness,completeness or suitability ofthe Lighting Design intent as compliant with any applicable regulatory code requirements with the exception of those specifically stated on 1-l 1 V drawings created and submitted by RAO The Lighting design is issued,in whole or in part,as advisory documents for informational purposes and is not intended for construction nor as being part ofa 170 Ludlow Avenue,Northvale,NJ 07647 I Drawn By.Nigel Mcgregor project's construction documentation package soo 722-1000 RABWEB.CON1 --- -- - -- - � ' Filename:Z V ob Files\Damtn Sales\REVCD Electric\Southold 110916\Greenport Harbor Brewery Part Morking FIIes\AGI\Greenpoint Harbor Brewery Part2 addon 071914D AGI S 1}._0 U w t` C,,2( � 7� c 6 2 3 4 5 7 (5 9 10 II 12 13 14 15 IG 17 LO CODES OF 6.P.tl c-CY, WN CODES NEV1 11(j7LY STf-J'E & TO ND CONDITIONS OF F,' 1E fl, 'T EOUIRED A I**-- -(- BY: AS Ri N60*00,0",E BUILD�ING DEPARTMENT AT qa-l. TO 4 PM FOR THE miwa T- GAM, I Soij-rii,,r� OTO�,��NPLAN"�INGBOARD e3 4 l_- LL0`NING liNSPECTIONS: cy) VINE�'4RD i'OUI'DATION - TWO REQUIRED (0 GS ee e7 FOR POURED CONCF11-TE -) 3 1M-IN8,G PLUMBING 70 7ROJGH - FIRA/ 712 3. !,",-!SULATION ;7 7 3 FINAL - CONSTRUCTION MUST 4 75 7e Dr- COMPLETE FOR C.O. �A -ayo?�! ' A I " L, MEET THE QONSTRUCTION SHALL M \,O�V REQUIR S-Q F T H E C 0 D E S 0 6,!9,\,b, 0 10"CUl ANCY OR /L A WN p YOM' STATE. NOT bE`!�FOAZBLE FOR USE IS UNLAWFUL E.-SIGN OR CONSTRUCTION ERIIIZ�NS,-- .7ff' -QJl c� DT Hl UERTIFICATE C-i 0 rOF OCCUPANC)f- 77 FICA 77:7J 7(5/ 73 PLUMBER CERTI PT HARDOR 50 ON LEAD CONTENT BSFp:07 GFEENPO 5 / 0 BREWING CO. _ZF CERTI�ICA TE0' F OCCUPAN.5 '52 53 154 55 (5e SOLDER USED IN WATER, ;v,77,' KEY MAP 87 88 83 30 3 suppL Y s YS TEf,,l CA t-ZVO 7 w I EXCEED 2/10 OF 117.7 LV.17. N.T.S. VINEYARD z 42275 RTE A 25 7'5-1560 before I �� } 5 C O P E Of WORK FOR cawill,.acs OR'Provide En'llincces drainage has bpen Instalt'-d to codo thpt One DREWFUE3 ADDITION 0 DRop OFF n. z W TRUSS PLACAROING REQU!70-7711, Lu rw z/ R GARAGE/ PROPOSED 15TORY co 132 L L2STORAGE MASONRY AND FRAME , ROPOSED COVERED ADDITION 0 LI 051NE AND E3U5 NALKWAY � PARKING CALCULATIONS PARK NG (WEEKEND ONLrrf � BREWPU15 > 0 4- C.L.FENCqINSIDE SEATING: < ASPH. T WALKWAY 1973 USEABLE 5F. /15 5F PER SEAT= 132 SEATS/3 -113OLLARDS >- PLUMBING CO2 0 GAS.10.ETER ALL PLUMBING WASTE =44 P,61,RKING SPACES < EMPLOYEE NLY 0 ER LINES NEED 00 -J ARKING S N \MOVEABLE BOLLARDS &V,IAT r f-,E COVERING OUTDOOR 5FATING: ul) WITH CHAIN FENCE TESTC',13 BEFORE 133 1 USEABLE 5F./15 5F PER 5f-AT=85 SEATS/3 c:) 10 =30 PARKING SPACES co 0 GARAGE FLOOR CONCRETE. P T (t EL. 17.2' __j El FIR INSPECTIONTOTAL CAPACITY: 74 PARKING SPACES'C D BEFORE 0- Fir- URED - EXISTING OPENING MAIN BUILDING BUILDINGoG EMPLOYEES = G h-„EKING SPACES A-cj-FHALT E3 0 0 TOTAL REQUIREMENT: 50 PAP\KING SPACES C/) C) IL E4 w F- F* PROPOSED COVERED 'A'TYPE TOTAL PROVIDED: U77LI BICIC E < DOLE WALKWAY RACK5 E5 I I MAIN ROAD PARKING LOT: G2 SPACES ZIj EXISTING 14' LIGHT PECONIC LANE PARKING LOT: 30 SPACES 0 EG13UILDING A51A/LIAIMAY Go POLE EMPLOYEE PARKING LOT: SPACES-I PX/ AID PAR -Y SIGN` 21.0- D, )MPLY WI A L MT G TOTAL: 98 SPACES 3 4 5 —;7 8-- �F • AS PER BUILDING CODE Of NYS (TABLE I 10& 1 ) z MMMM BEER, LLC PAVED WALKWAY • FOR 98 PARKING 5FACL5 PROVIDE 4 ACCESSIBLE GREENFORT HARBOR ,6 6 -,6 PARKING SPACES (SHOWN) u) BREWING COMPANY ' ( ZW61:�uww 14' LIGHT .4' - POLE w 5 DROP O� /�, A MAIN ROAD (5.R. 25) Ile C) BUSSES: 2 SPACES 5OUTHOLD, NEW YORK CD / 7 LIGH GRAVEL PAVED WAL T R.C.A. PA/\4MG / 0 (0 LIMOS: 2 SPACES;) POLE 5.5, KWAY S BREWFUE3 LAWN EXIS N VER LL < C) Py 5.0, rl 2 3 2T5 Q) 0 W RPI VALVE M En 1 ,2 CO - J ui / 7 / (5 / 0 0 22 2-3 2.4 0 25 2G CO ZONING D15TRICT E3 7 '2(5 Vm) z e3 cq C14 0 VAL Ve "y/G.0, 9 0 7— - — -j p 13 c� LIGHT 'y 5.51 LIG I T 0, -147 LIGF T 1, Py !GHT < Lj-j 0.2 LA Pot Pot� 3: DOLE PKE SIGNAGE TO 13E LOCATED ON BUILDINGS. SEE ELEVATIONS. LL Ply 01 a z 11 �! V) 14 z in '�' . < < LANDSCAPING AND LIGHTING 5HOWN ON DWG. 5-2. RENOVATIONS c PX INDICATES— a. ` 3(5 3 LL-1 FLOOR 0-/ 23 30 31 32 33 < v) 3435 3e 3-7 19. 46 -41 1-1 . FFOF05ED GPADE /I 0 EXISTING EL 16.9' 0 u I �; Q�/ DPAINAGE AND SEPTIC PLANS SHOWN ON DWG. 5-3. 0 Lu ELEVATIONS(TYPICAL) 15 AND ADDITIONS METER BUILDING GAS W TER BOLLARDS d R.C�A. PAVINGK.C.A. 15 BASED ON SURVEY Of PROPERTY • P VING 14 LIGH LAWN POIF LL- mo AT PECONIC, TOWN OF 5OUTHOLD /55, PD o�Z 5UFfOLr, COUNTY, NY 0 P�(/5.51 15.j w 51TE PLAN 5CTM No. 1000-75-01 - 14 R U/LD/NG BY PECONIC SURVEYORS, P.C., DATED DEC. 09, 201 1 m 0 FLOOR 0 z EL. 17.0' 585,9 e G e AND PREVIOUS SITE PLANS BY ROBERT I . DROWN ARCHITECT 42 43 44 45 4e 47 4(5 45 50 5 � .4 55 5el' 5�' 0 12 53 5 of LAWN LAWN AND fAIRWEAThER DESIGN A550C. < FLAG G.0' z II POLE 7 - - • - - • - - • — -=F-5MN`(F77- ) 'y 41, AREA=2.(57G5 ACRES 0 .21 OVEP,RIGHT TURN CONCRETE SIDEWALK ,-, 9*39'30"W 369.65 ONLY(NYP3-20) 2- SIGN HY;RANT CONCRETE CURB ly 1 5_9, X16 0' EDGE OF PAVEMENT -c EXIST. C.B. AR 0 5' 10' 20' TOP OF GRATE EL 15.8' 5 ITE PLAN EL. 15.9' 1', L'. GRAPHIC SCA % , , v SOLID WHITE LINE ,--ll 1 �4 1 . X/c p SICALE: 1 20' w EXISTING EXCEPT AS NOTED 4 5fA ��4- LIGHT POLE 5 2'.-- G� N S 0 PAVEMENT Y." -y DA 1,E YELLOW (S. R. 25) OUBLCN 7* C ROAD W LIME IVI 1-41 11 V �MOBLIC WA"tR IN STREET) YELLOW LINE ! 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS Lo EXISTING STRUCTURE NEW CONSTRUCTION m K • I I I i ~ co C.0 L -i - _ _ - - - _ - -- _ _ _ _ - -- _ _ _ _ _ I c I L_ _J L_ J L_ J I .J I I � -i- SEE STRUCTURAL I I II I e DRAWNGS FOR r FOOTING AND COLUMN - I I INFORMATION I' MISC.GENERAL NOTES I. THIS PROJECT 15 CONSTRUCTION OF AN ADDITION TO TO AN EXISTING STRUCTURE TO BE USED AS A TASTING ROOM. O - (OCCUPANCY A-2) ._� J I I I II L L J L IXI'D 1 1 FINISHES FOOTING OTTINGG 2, THE HEIGHT OF THI5 EXISTING BUILDING A5 DEFINED BY THE I. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS BUILDING CODE NEW YORK STATE IS I4-6"• AND INSTALLED WITH THIN SET ADHESIVE, THE FLOOR AREA 15 2,225.9 50,FT. FOR THE PROPOSED ONE STORY ADDITION 2. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN GREASE TRAP WALK-IN MOORE OR APPROVED EQUAL,APPLIED IN ACCORDANCE REFRIG I I I• I------ 3. THE PROPOSED TYPE OF CONSTRUCTION IS TYPE V. - 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 WITH MANUFACTURER'S SPECIFICATIONS AND STORE SEPTIC BUILDING CODE OF N.Y.S.,PLUMBING CODE OF N.Y.S,ELECTRICAL COIDE OF N.Y.5., RECOMMENDATIONS. COLOR TO BE SELECTED. ROOM 3. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE I I II FIRE CODE OF N.Y.S.AND ENERGY CONSERVATION CODE OF N.Y.S., CLEANED AND REPAINTED. NEW WALLS AND CEILINGS EXISTING BUILDING CODE OF N.Y.S,AND THE MECHANICAL CODE OF N.Y.S. SHALL BE SEALED AND PAINTED.PAINTING SHALL BE TWO 5. DESIGN LOAD CALCULATION ARE BASED ON: (2)COATS BENJAMIN MOORE AQUA PEARL LATEX TINTED, LIVE LOAD:AS PER TABLE 1607.1,BUILDING CODE OF NEW YORK STATE. COLOR TO BE SELECTED. DEAD LOAD:AS EXISTING. 4. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED, ry SNOW LOAD: 20 PSI GROUND SNOW LOAD(A5 PER SEC. 1608 BCN`Y5. AND FINISHED WITH TWO(2)COATS BENJAMIN MOORS { T CHOP OUT AND REPAIR I I II SEISMIC DESIGN CATAGORY B. LATEX ACRYLIC SEMI-GLOSS PAINT. WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. - `O SLABS, FOUNDATION I WALLS,ETC,AS LOCATION LIVE DEAD DEFLECT LIMIT HVAC NECESSARY I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, 2'0"X 2'0'X I'D I ( II I st FI. I OOLB 12 L/360 EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A FOOTING I W NOV. 18, 20 15 ROOF 20 LB.GROUND SNOW 15 LB. U360 HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OK REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK, I 6. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION �, k. MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR PLUMBING xI----- AUG. 14, 2015 SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. I I I II I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, MAY 13, 2015 THERE ARE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS EUIPMENT,AND SERVICES NECE55ARY TO COMPLETE ALL FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE 4"TM. REINFORCED CONCRETE SLAB WITH I, e NEW PLUMBING WORK REQUIRED BY THE DRAWINGS A5 7, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. SPECIFIED HEREIN,OR REASONABLY IMPLIED AS 6x6( Ox 1ON 2"RIGID INSULATION NECESSARY TO COMPLETE THE WORK. R-8))ON VAPOR BARRIER OVER MIN,3" VI II DO NOT SCALE DRAWINGS.FOLLOW DIMENSIONS ONLY. 2, ALL FIXTURES, FAUCETS,ACCESSORIES,ETC,SHALL COMPRESSED SAND 2015 8. CONTRACTORS)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT CONFORM TO THE NEW YORK STATE ENVIRONMENTAL I 2'6"X�'6"X I'D CHOP OUT AND REPAIR I W SHOWN,LISTED,OR DESCRIBED ON THESE DRAWNG5 SUBJECT TO CNSERVATION LAW WITH REGARDS TO WATER SAVING ! FOOTINIG SLABS, FOUNDATION I I II ( ALL RIGHTS RESERVED QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS NOTED. CONTRACTOR AND CONSEVATION. ALL FIXTURES SHALL BE ON THE Z` WALLS,ETC.AS SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO) j NECESSARY APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING PLOVIDE�'PEX T BING FOFUTURE I I Q THESE PLANS ARE AN INSTRUMENT OF COMPLETE THE WORK, FIXTURES"AS PUBLISHED BY THE NEW YORK STATE RADIANT FLOOR EATING R EATING SYSTEM. I II SERVICE AND ARE THE PROPERTY OF 9, ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH DEPARTMENT OF ENVIRONMENTAL CONSERVATION. I q; ' '% MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 3. ALL WOP.K ON THE PLUMBING SYSTEM SHALL BE P ( I; I THE ARCHITECT. INFRINGEMENTS WILL 10, CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS PERFORMED BY OR UNDER THE SUPERVISION OF A 3'6"X 36"X I'D �� I p I I I I M DE PROSECUTED. AND CERTIFICATE OF OCCUPANCY, PROPERLY LICENSED MASTER PLUMBER, UPON i FOOTINIG I LL COMPLETION,THE PLUMBER SHALL PROVIDE A SOLDER DEMOLITION CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. - I. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING STRUCTURE AS NECESSARY, 4. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR LL) ALL PERMITS,CERTIFICATIONS, LICENSES AND AND REMOVE DEBRIS. INSPECTIONS ASS REQUIRED BY LOCAL,STATE,AND 2. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. JURISDICTION. 3 3. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK I i II AS CLOSELY AS P0551BLE UNLESS OTHERWISE NOTED. ELECTRICAL 4. F-XI51TNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED I. FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT, AS NECE55ARY DURING DEMOLITION AND CONSTRUCTION, TOOLS,AND SERVICES NECESSARY AND REQUIRED FOR 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL PROPER AND COMPLETE INSTALLATION OF ALL NEW I I II NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, [i IF, n Vze HOOK-UP, REMOVAL,OR CAPPING OF EQUIPMENT AS NECESSARY. BUT NOT LIMITED TO:CONNECTIONS TO PREVIOUSLY I, A,71' !OF TSS INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, I I I I LJ•ti°r F0 71 FOUNDATIONS SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION I: I �;(; ,.�f'^^^1i.t U s ,r:-3 T 1,11 1,ASSUMED SOIL BEARING CAPACITY, 1,500 Ib.)Sq.Ft. EQUIPMENT,CONNECTIONS TO APPLIANCES, 2,CONCRETE TO BE REINFORCED,3,000 psi.-28 DAY TEST. GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND I I II 3.ALL FOOTINGS TO REST ON UNDISTURBED SOIL. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN (aIK': TI^y,� r:R NJ ON THE APPLICABLE DRAWINGS AND AS NORMALLY011.! ,4 "r=p �I `� w P.11 aFFf'�":.C`T: 6'v s'.5_`'�`_4s���ae� I• I /� C,' •. 5 ,..� L.--� �i;' iii SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING ,•;_.ra GENERAL CONSTRUCTION CONNECTIONS TO PREVIOUSLY INSTALLED GUT NEW OPENING CHOP OUT AND REPAIR I i II ° "° '" �d T" ` I. PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND TRANSFORMERS AND ELECTRICAL DISTRIBUTION t PROVIDE 6"X4"X4'STEEL S ABS, FOUNDATION E:'-d' W sea�:,' SERVICES NECE55ARY TO COM'LETE ALL WOOD AND PLASTIC WORK(REQUIRED SYSTEMS. BY THE DRAWINGS AS SPECIFIED HEREIN,OR REASONABLY IMPLIED A5 LINTEL i /, WALLS,ETC.AS 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF •�� � �r.e s �� '•:4� _ - NECE55ARY � � I' I-- � R;._T�'.,l„ NECESSARY TO COMPLETE THE WORK, THE 2010 ELECTRICAL CODE OF NEW YORK STATE,THE 71,R r 2. FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. NATIONAL ELECTRICAL CODE,NFPA NO,70-1064(NEC), 3. INTERIOR TRIM SHALL MATCH EXISTING. LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND - - _ - - - - 4. FRAMING ELEMENTS: HEALTH CAT(OSHA),THE NATIONAL ELECTRICAL A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER 7- 2'X3'X I'D FOOTI O LARCH STRUCTURAL GRADE NO.2 OR BETTER. APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE E _ _ _ MORE STRINGENT REQUIREMENTS WILL APPLY. ± / B ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0'AND OVER WITH TRIPLE UPRIGHTS.ALL HEADERS 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL SHALL BEAR THE UNDERWRITERS LABORATORIES,INC.LABLEL I / I ( I CLIENT/OWNER BE A MIN.OF(2)2"x8"OR AS 511OWN ON DRAWING. AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH NEW MF150NR C ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATYES AND TED THEY WILL BE INSTALLED. I GALVANIZED METAL CONNECTORS BY'51MPSON"OK APPROVED EQUAL. 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE CHIMNEY 4 M M M M BEER, LLC D NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING CODE A5 A MINIMUM, PERFORMED BY OR UNDER THE SUPERVISION OF A ; CHIMNI I ALL 2"x6"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE, 5. LICENSED MASTER ELECTRICIAN. � ti• Z 5. THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR � I I I ( - `/ GREENPORT HARBOR ALL EXTERIOR NAILS SHALL BE GALVANIZED. E PLYWOOD SHEATHING TO BE NAILED,5d 4 d NAILS @ "O.C.EXTERIOR EDGES ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORIRI TIES,AND � � BREWING COMPANY AND Gd NAILS @ 12"O.C.INTERMEDIATE, ANY OTHER APPLICABLE JURISDICTION. P ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH I I I I MAIN ROAD (S.R. 2 5) 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH AIRGON GAS. APPLICABLE CODES SHALL BE Q G. PROVIDE 7/1 G" TH.PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOW5 AND CONNECTED TO THE LIGHTING CIRCUITS WITH NO DOORSOR IMPACT RES15TANT UNITS.PANELS TO BE LABELED FOR,EACH OPENING. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, I-I� � � SOUTHOLD, NEW YORK PROVIDE FASTENERS IN ACCORDANCE WITH TABLE 1609.1.4 BLDG.CODE OF NEW YORK E DIRECT PLUG-IN,AND BATTERY POWERED ALARMS ARE I -I-•-1/ 7. LOAD PATHS ARE INDICATED BY SECTION DRAW NGS. NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON I 8. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF A PA WCFM-1995. EACH LEVEL ON WHICH SLEEPING QUARTERS ARE �JJ �✓J ��J L��J LOCATED. I I (SEE NAILING SCHEDULE) 7. SMOKE DETECTORS IN CONFORMANCE WTH THE %I'" ( I '' I "-I I ;:i" ( R V REWIPR V V 9. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL ELECTRICAL CODE OF NEW YORK STATE AND THE I BE EPDM OR APPROVED RUBBERIZED MEMBRANE. RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA 10.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS NATIONAL FIRE ALARM CODE NO.72-1933 SHALL BE ( ( I I AND CRICKETS SHALL BE ALUMINUM. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN W 1 1.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. I OF SLOPED AND VERTICAL SURFACES,EXCEPT STEP FLASHING AND COUNTER-AND CAP-FLASHING SMALL BE I ( I USED AT INTERSECTION OF ROOF AND CHIMNEY,AND 1 ry PROJECT TITLE ROOF AND WALLS, l 12, INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 2- DENSITY FIBER-GIA55 BATTS CONFORMING TO THE I SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS INSULATION. NAAMM STANDARD51, Ib-70. " C 13. NEW INTERIOR DOORS SHALL MATCH EXISTING. 21 ( I I I \� RENOVATIONS 14. NEW HARDWARE SHALL MATCH EXISTING. ° AND ADDITIONS 15.GYPSUM BOARD SMALL BE EASED EDGE TYPE, CONFORMING TO ASTM C36,AND SHALL BE "SMEETROCK SW'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 0 ^' I G.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED 1..{� AND SPACKLED THREE(3)COATS.ALL EXTERIOR DRAWING TITLE CORNERS SHALL HAVE METAL CORNER BEADS. FOUNDATION PLAN A U A7FW- = NOTES E3U CLIMATIC AND GEOGRAPHIC CRITERIA EwT DATE SCALE GROUND SNOW LOAD 20 PSP (PER SEC. I G08 BCNYS) EX15 1 AS NOTED WIND SPEED 120 MPH (PER SEC. I G09 BCNYS) Z SEISMIC DESIGN CATAGORY D (PER SECT, 1603, I.5 BCNYS) ,,m;,,r ISSUE ;k.., i,r` � WINTER DESIGN TEMP' I I°F (PER TABLE N 1 101,2) %� O FEB, 1, 201 G FLOOD ZONE ( N/A ) (PER FEMA MAP) 0 I 0 DRAWING NO. FROST LINE DEPTH 3G" DESIGN LOAD CALCULATIONS(UNIFORM LIVE LOADS) f E) REWFUE3 fOUNDATION PLAN ASST MBLY/RESTAURANT 100 PSI (PER TADLE I G07 DCNYS) �RC�jT _ .-- -- _ . _ _ -_ -•- - - - - - -- - - - SCALE: 3/ 1 611 = P-011 Tq f= REF. NO. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 I55UE5/ REVISIONS EXISTING STRUCTURE NEW CONSTRUCTION tu') ti 6070 FRENCH DOOR err: I ,t7 •ai-, �rY�1 0,,. EXPOSED CORNERIf �L COLUMNS TO BE • PARGED AND PAINTED PR VIDE PANIC TYPE 2-A FIRE EXTINGUISH HA DWARE I 2"X G"FRAME WALL `' i IN AGC E WITH WITH SHEATHING AND I SECTIO 906 OF FCNY5 �'GYP.BD. (LI i i L I NAILING SCHEDULE I WITH R-19 BATT INSULATION 4"FRAME PAR 3068 2/OUR ATED I I x FP5C EEL RS AN) YP.BD.BOTH S DES. FRAM WTH NIC `_ (III P VIDE ACOUSTIC ATT M GLASS DOOR WITH HARDWA, - ( N IATION I I 2) 1-3/4"x 9-1/4"2.0E NUMBER OF NAILS NAIL SPACING I I ° ( I I I ARALLAM HEADER LII I I�. I I,I I !.I � JOINT DESCRIPTION I — PROVIDED"FIRECODE 1 PROVIDE GYP BD. ROOF FRAMING I GYP.BD,CEILING IN IIII( 3068 I CLOSER CEILING I AT ROOM I III I IIII RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER KITCHEN AREA CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOIST I t CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP — j I I I I CEILING J015T LAPS OVER PARTITION ((FACE41AILED) 3 EACH LAP _ — _ _ I I•I I I i l( I I•I i — I IJ ,.-.;; O RIDGE STRAP (EACH END) 2 PER TIE -�- I III I I i I I I� I II! BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 5"DIA5TEELPOST PROVIDE FULL T I RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 8"REINFORCED I(, I (TO UNDER51 OF \� E BLOCK WALL ROOF TRU55 4" I 5 WALL FKAM I NG I �� A REFRI LIN (3 HOU RATED) ` FRAME PARTITIO FOOT REFRIG. ILII I TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 Gd PER SEPTIC III I I.I STORE TRAP I rl I i III I � I ' I I lit z TOP PLATES AT INTERSECTIONS(FACE-NAILEDI) 4-1 Gd J015T EA.SIDE I ROOM i STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. (I HEADER TO HEADER(FACE-NAILED) 16d I G"O.C.ALONG EDGES VENT 5TA FIR WALL 53 LF OP NINGS 12 LF TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4-I Gd PER 2x4, 2xG, 2x8 RESPECTIVELY 31X6' I OF NINGS=22%of I 1 I I M GLASS DOOR WITH BOTTOM PLATE TO FLOOR JOIST, BAND JOISIT, "' FIR WALL LENGTH ILII I I•I i ? , ILII �_, � 2) 1-3/4"x 9-1/4"2.OF END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I III I 1111 I i 111 l I IIl1 FLOOK FRAMING O O I 5"DIA STEEIL POST JOIST - o o I F I I I I I ( O DE OE-NAILED 4 8d PER PROVIDE IRE IIII I I I JOIST TO SILL, TOP PLATE TO GIRDER(T ) I / \ / I �' EXISTING MrASONRY �• BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END WALL -' SUPPRESSION SYSTEM ILII IIII 11•i I I LI I \ AND TYPE I HOOD, BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END I I I 1 SPECIFIED BYOTHERS f I I I' !!I i BOV T BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK e ` j I i I �: W LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST j TRUSSES ABOVE. n JOIST ON LEDGE TO BEAM OE-NAILED 3-Sd PER J015T FUTURE KITCHEN NEW BAR W NOV. 18, 201 5 (T ) \ \ IIII I I M GLASS DOOR WITH BAND JOIST TO J015T(END-NAILED) 3-1 Gd PER JOIST I 1 SEE STRUCTURAL I __� rn r.c,r KITCHEN EQUIPMENT 11.11 ILII ILII 111 2) I-3/4"x 9-I/4"2.0E BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-I Gd PER FOOT + /� NEW PREP LAYOUT BY OTHERS RAWING �- ARALLAM HEADER V AUG. 14, 2015 \, / I KITCHEN I Ill I � f il!I �I I IIII v ROOF SHEATHING 5TRUCURAL PANELS 8d (TABLE 3.8) j (I i I I.I I I,) MAY 13, 2015 NON OD 5.25"XI 1.8'75"LVL 3.5"XI 1.875"LVL I I 111 DIAGONAL BOARD SHEATHING I SERVIC SEE STRUCTURAL i III! I III i I III I IIII I"xG" OR 1"x8" 2-8d PER SUPPORT I_ I"x 10" OR WIDER 3-8d PER SUPPORT DRAWNGs 5"DIA STEEL POST 111 IIII IIII )1 1 _ 02015 CEILING SHEATHING 3 LAV IN COUNTER r _. i 1 I PROP05ED I 1 W ALL RIGHTS RESERVED GYPSUM WALLBOARD 5d coolers 7"EDGE/ 1 O" FIELD I CLG MTD HOLD-OPEN IIII I((I STRUCTURE I COLD I I I ! ROOM CONNECTED TO ALARM I I 2,20 .4 SF I I Q THESE PLANS ARE AN INSTRUMENT OF WALL SHEATHING 3068 2 HOUR RATED SYSTEM 111 I IIII 11•1( I I.I i Y' SERVICE AND ARE THE PROPERTY OF 5TRUCURAL PANEL 8D ( ,:< j FPscS EEL�oRs AN TABLE 3.9) H=-: i Il i IIII i I'i I I I'I , ,• •-,_;, �- ,�., , ;. FRAME I THE ARCHITECT. INFRINGEMENTS WILL FIBERBOARD PANELS ;`; '',.f,;' `.,,i.,' .. , ^.'; I <, m BE PROSECUTED, 7/1 G" GD 3"EDGE/G" FIELD " 8D 3"EDGE G" FIELD I I I OPEN PATI 25132 / GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD1 o Lo NEW SERV I LEI AR I III I I III I IIII O HARDBOARD 8d (TABLE 3.9) I I I I I I I NOTE: ALL INTE�yG�R I i'I N PARTICALBOARD PANELS 8d (TABLE 3.9) TASTING BAR - TYPE 2-A FIRE EXTINGUISHER I FINISHES TOC LY I DIAGONAL BOARD SHEATHING IN ACCORDANCE WITH I L)I I(I I WIT CODE. "x6" OR I"x8" 2-8d PER SUPPORT SECTION 906 of FCNYS I I I I "X 1 O" OR WIDER 3-8d PER SUPPORT I III i I III I • E3 CLG MTD HOLD-OPEN I III I IIII M GIA55 DOOR WITH FLOOR SHEATHING CONNECTED TO ALARM 1111 Ill l IIII III 2) 1-3/4"x EADFI 2.0E SYSTEM I 2"X 6" RAME L I 1 ARALLAM HEADER I'P'Id e..ct:s.e".?•I�vP,qF'r�..i 5TRUCURAL PANELS -�l I" OR LE55 8d G"EDGE/ 12" FIELD - 1 f'a>C 5.:' 6068 2 HOU�ORA�ED WITH , �.t`';,FPSC S EEL "REINFORCED GYP. I.tl'•` .� "i 'aI, Tfi' ft::i ,_fie THE GREATER THAN 1" " AND F. ME CONCRETE BLOCK WALL I WITH R- I I Dq _ _I.�,,� 4^,s..��ley' , I Od G EDGE/ G FIELD 1 I.1 I Nsu ION i l i l I I I I•i DIAGONAL BOARD SHEATHING rnr0l,.a sT - .s -s- raw I"x G" OR 1"x8" 2-8d PER SUPPORT DiASTEEL PosT 1111 I Ill I i 111 l IIII -r:6;, _�7,_nt r1,.,•fl A 1 11 1"x 10" OR WIDER 3-8d PER SUPPORT W ^.C, <;' 4�f r"rY�. 71i0_ !:1!Z'_--D 7._;' _ PROVIDE ANIC pARDWA C 0 0 NEWMA50NR:Y _�gf " ' FIREPLACES ASND CHIMNEY I I I I 6070 UTSWING 6070 UTSWNG 6070 OU SWNG PLAN SHOWS 74 TABLE SEATS O r ` FRENG DOORS FRENC DOORS FRENCH ORS AND 12 BAR SEATS FOR A TOTAL Co CLIENT/OWNER OF 86 SEATS. PROVIDE GLA`55 DCO I _ ^'-I'.C" 9�..11. 4..1.1�� u) AND FRESH AIIR INTAKE �+ FOR INTERIOR:FIREPIAC I I I 1 ( AT B5 SF EAT,89 SEATSB SF. ALLOWED) s — Z MMMM BEER, LLC GREENPORT HARBOR (n BREWING COMPANY - GIFTS W MAIN ROAD (S.R. 25) 1 I I I SOUTHOLD, NEW YORK 0 �I W n = DREWPUD 3 I Q W EXISTING TASTING ROOM PLAN SHOWS 48 TABLE SEATS ANDERSEN I 11061 1-4 : PROJECT TITLE AND I I BAR SEATS FORA TOTAL I STORMWATGti PATIO OF 59 SEATS. DOORS z (PUBLIC SPACE AREA 1392 SF. k' AT 15 SF/SEAT,92 SEATS _ RENOVATIONS ALLOWED) ` AND ADDITIONS u! - U A C0 o; DRAWING TITLE EXISTING STRUCTURE ' A7 2,556.6 SF W FLOOR PLAN NAILING SCHEDULE EX15TING - r?) NEW6 ...'.I1-;•' ECJ T��tlr vN V ®` r")_ Lim DATE SCALE AS NOTED 10 ISSUE I`ti.. f �'... O// FEB. 1, 201 G REWF U E) f LOOK F LAN `a:; "r'' r DRAWING NO. ALE: I II — 11- 11f ��� D A(�ey SC 3/ 6 0 ,G� m A � OF t�,`cv'1� REF. NO. I 2 3 4 G 7 8 9 10 II 12 13 14 15 IG 17 I55UE5/ REVI51ON5 N 43'-2 101-011 , K ti EX- ! EX-2 MUA UNIT j CMO tin • ■- __J I3'-0 COVERED WALK WAY o/H GREASE r 21-011 GLA,55 O TRAP SEPTIC F DOOK �- STORE � � -►�, 5 -II ..... _.._. PROOF ..r'"_. ... 311 ROOF f-,�.....- 3" ROOF VENROOM ( VENT W STATflE 3'Ox 6' i v 2�`-O" B Z A KITCHEN �dEW ACCE551BLE RE5TROOM ! %2° O/H I X211 Y211 LID GLASS 1 11 DOUBLE HAND HAND SINKNAND 1 C1_CJ DOOR SINK SINK SINK SINK Z � 1LIJ j I I I W C LAV. W NOV. 18, 2015 NO o (� FQoD �O AUG. 14, 201 5 1 S VICE STORAGE FUTUREKITCH N PLAN5HOW574TABFSEATS ' I 1 1 11 J 11 MAY 13 2015 3 LAV I N ��ii I AND 12 BAR SEATS FOR A TOTAL < 3 it 1 11 3 u 2 2 / 1 /2 • f N I OF 8G SEATS. _ COUNTER f i COLD �- co C.O. 1 1211 I RO M (PUBLIC SPACE AREA ATS SF. AT 15 5F/SEAT,89 SEATS z (� �II W (t}20 15 .... .> - ALLOWED) O/H � R i C.0. ALL RIGHTS RESE VED - - - - - - GLASS O Q DOORa THESE PLANS ARE AN INSTRUMENT OF 4 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL DE PROSECUTED, TASTING CLG MT NEW BAR HOLD-O cl, SERVICE TO EXISTING HOUSE DRAIN O BAR N CJ • I 1-011 I II 1-011 �"?I II 6 I -O_ 3Q -0 -0 -0II o/H Z GLASS --177f, _�, ►OFTBE EXISTING TASTING ROOM lt;t� DOOR MM"CTI :?=`f UCF-'E!S!-:DE { PLAN EHOW5 48 TABLE SFATS AND I I BAR SEATS FOR A TOTAL0 NEW MASONRY / C` ;!�r` r ' y E.P. /r " i OF 59 SEATS. FIRE0 PLACES AND I' v/ ��,R T'.✓fi:^ e�;;�^errlP,. CHIMNEY (PUBLIC 5PACE AREA 1392 5F. W r,py et ! p^ f,'� R E ! 1�A`'.t t,�w' d.f'.�`�i Ate, k i�'1`,O.•C?.G.`ED AT 15 5F/SEAT,92 SEATS ED, '--A. E,D, a,, ALLOWED) I 1 ( s F t X41'.. ^_6:L�:�y �...4..s Q `€'; cC"s?' CD In,s ACC:FiD,">eN2E HEATED SPACE o U U) CLIENT/OWNER � 21-011 1 1 011 I Q C� Z MMMM BEER, LLC _ D GREENPORT HARBOR __.. -- (,n BREWING COMPANY }}-- 4 4 841 d W MAIN ROAD (S.R. 25) D { I SOUTHOLD, NEW YORK Lu 0 BREWPUB Q PROJECT TITLE C) Lj-0 RENOV A � AND ADA DI A7 IONS EXISTING STRUCTURE _ U 2,55G.G SF Y DRAWING TITLE V EX 10"T I N G g, N EW----,. W KITCHEN EQUIPMENT PLAN EXCEPT FOR T~ KITCHEN EQUIP. : 4 UOf B f, DATE SCALE 4h A5 NOTED ISSUE O 10 F= O FEB. I 201 G 1 fJ ,ta "-'r= DRAWING NO. Em 9=3 m E3REWFU13 f LOOK FLAN P-011 SCALE. 311 GII - 1 -011 x .: O N � ge1�*�yv� IJP REF. NO. G .� ^ .v 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 IG 17 0) EXISTING STRUCTURE NEW CONSTRUCTION co co • _____ NEW MA50NRY NEW ASPHALT FIBERGLA5 "" /FIREPLACES AND SHINGLE ROOFING Ile CHIMNEY -.,-MECHANICAL EQUIPMENT W� .............. ............------ ---------- ,eel, kl w w H 11H H EWPU15 SOUTH ELEVATION • W SCALE . 114" 1 '-011 EX15TING EXCEPT AS NOTED 00 C) CNI • U) UJI I X G" VER5,4TEK TRIM cf) BOARD U) MMMM DEER, LLC GREENPORT HARBOR U) BREWING COMPANY w MAIN ROAD (5-R. 25) -------- ---------------- -WOOD BOARD AND ME1,ND CANVAS AWNING BY ------------------ ---------------- - -�F-7f';EFLACE5 AND BATTEN SIDING OTI- SO LD, NEW YORK CHIMNEY W 13REWPUE3 EXISTING TASTING ROOM W j L_I ILL------------ --------- ------------ RENOVATIONS AND ADDITIONS N if ULL GLA' E OOR5 I '-CLAPBOARD SIDING ------------------- --------............................ ----------- w E3REWFUE3 ELEVATIONS BREW PUB EAST E LEVATI 0 N C) z SCALE : 114" = 11-011 0 EX15TING EXCEPT AS NOTEDw /49 w 3 4 7 8 9 10 II 12 13 14 15 IG I I 2 7 EXISTING STRUCTURE NEW CONSTRUCTION N K co C� e i �� : I IT I i i $ i { i i t 1 jj ;k S z tt � �; i ;i €E I`'• €s I ti t� i h � II � �� +€ �+ `! � �j j� � #i iI "I I' i�` ( 1 i it I i i 1 `3 Ij Ik I Ei €i i ! i i I Ste•, w , 1 1 : tt 1I 3,3 �3 III i E-----________-____________.______ . __ _ ________________ ___-----------____ ____ ____________ ____________ ------- I ____ i € F- I- LU UJI e t5KEwpub NORTH ELEVATION- 5CALF : �114" - 1 '-011 m EXIED- TI N G EXCEPT AS NOTE® a e O U) coQ I"X G" VERSATEK TRIM LLC BOARD CD GREENPORT HARBOR F I I BREWING COMPANY W MAIN ROAD S.R. 25 Ij i �j liE j ;F I k 1SOUTf10LD NEW YORK I � f I j jj I I i jl i i L METAL AND CANVASS AWNING WOOD BOARD AND BY OTHERS �i i I I BATTEN 51DING €€ ( BREWPUB W i, fi !� '' 1 I I 15 � � I II, e I i I If I � i II I� °° I I-__ ,, i LL � RENOVATIONS C AND ADDITIONS E � „ CLAPBOARD 51DING ________......_..._....___.__._....._.._..._.__._..- I ___ ___ ___ __ EXISTING TASTING ROOM W BREWPUB ELEVATIONS LL E3 Q Z 5REWFUE3 WEST ELEVATION ° m SCALE : 3/ 1 G II I 11 ,fir=��,>`�►�\rT��� EX 1 ST I NG EXCEPT AS NOTE® 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 ISSUES/ REVISIONS IE N ASPHALT SHINGLE ROOFINGLo i OVER 112" CD-XPLY RATED I SHEATHING OVER 7-3/8" RIGID INSULATION OVER 1/2"PLYWOOD ROOF SHALL HAVE MIN. I d- I HR RATING PER SECTION 705.E BCNYS. CONSTRUCTION TO I M COMPLY WITH UL L501 CONNECT ROOF STRUCTURE TO WITH INSULATION • NEW BEAM AND DISCONNECT FROM ABOVE. CONCRETE BLOCK WALL. 10;_c;; I T[�'\U 55 E5 3/4" BOARD AND BATTEN 51DINC EPLACE ROOF SHEATHING WITHIN BOTTOM CHORD OF OVER 2X6 FRAME WALL i 5" DIA, STEEL COLUMNS 4' OF FIRE WALL WITH FIRE END TRUSS TO BE (2) I r (TYP) SEE STRUCTURAL RETARDANT TREATED WO D, PER 1-3/4" X 18" LVL DRAWINGS SEE STRUCTURAL(DRAWINGS SECTION 705.G EXCEPTIO 4 • 5-1 , 5-2, AND 5-3 FOR TRUSS NO OPENINGS IN AND SUPPORT AND CONNECTION PROVO D-X PLY ROOFS WITHIN 4 FEET INFORMATION., GUSSET B IDES OF FIRE WALL. s OF TRUSS I _ SHOWN /� FIRE-RATED ROOF i 4 // ! MEMBRANE (CLASS B � 5" DIA. STEEL COLUMNS 4' MIN.) OVER FIRE-RATED (TYP)SEE STRUCTURAL ? EXISTING TASTING ROOM DRAWINGS a RIGID INSULATION (. (2) 3.5" x 9.25�'mlcrol 111111111 11 11 1W PORVI Z �I. COATING FOR_ I HOUR w. MIN. 2 HR RATED FIRE RATING. C . WALL. (EXISTING �- C� ,, " FIRE-RATED • FREE-STANDING a; r�),MEH�EAT HINGREINFORCED CONCRETEBLOCK WALL) !, � ��PRODE ALB CLAD FPElf llam. MIN. 2 MR. RATEDFI -- UR RATIN WALL. (EXISTING � / COATING FOR I HOO r �.•�1\, . ♦:'..,� .e. ': M ..:`"'♦ Y'4: v,^... .4�' i 1' •1 H �+. h\V r M`.-f, S:M 'M • � w ,.. REINFORCED CONCRET>� ...�..® s BASED ON NATIONAL CONCRETE MA50NRY I ais �,i..,...�.a... .� a. Y�g..... .t...,..,..s, s >'� ,. ...� t�•4h,... .�-::F z; sa.✓�r._ ��' w ... .t�z �' . _ ..:. ,.'.'- ys�� . c 1: ,. ,.�,:�., ... +r.;,,.r�M :.::..t , L__ .J o o f BLOCK WALL) ^� z f ASSOCIATION DATA, THE EQUIVALENT •r m I C" 2 RIGID INSULATION WITH 3 COMPACTED SAND 4 THICK CONCRETE SLAB 11 c z o — W ! THICKNE55 OF A HOLLOW 8"CONCRETE BLOCK t L� VAPOR BARRIER REINFORCED WITH 6X6/1 OX 10 W NOV. 1 8, 201 5 J UNIT IS 4", WHICH IS SUFFICIENT FORA 2HOUR WWM. PROVIDE! " PEX TUBING , Fb FIRE RATING, IN CONFORMANCE WITH ASTM C55, ASTM C73, A5TM COO OR A5TM C744. FOR FUTURE RADIANT FLOOR I----I 2 HR FIRE RATING rrnn HEATING. REQUIRED PERBCNYS V 'UL 618 STANDARD FOR CONCRETE MASONRY TABLE 705.4 FTI OTE a B REWP U B S ECT i O N A UNITS RECOGNIZES EQUIVALENT THICKNESS TO MAY 13, 2015 SPECIFY FIRE RESISTANCE RATING FOR • CONCRETE MASONRY UNITS.'PER THE MASONRY 50CIElY. EXISTING NEW --.---•---.—'_• (9201 5 SCALE: 114" _ !'-O" STRUCTURE STRUCTURE / ALL RIGHTS RESERVED EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF >.. SERVICE AND ARE THE PROPERTY OF f THE ARCHITECT. INFRINGEMENTS WILL �! BE PROSECUTED, L N • I� IT I f V. ...cT! a4 a THE ' t RATED 7-3/8"RIGID O 112"PLYWOOD CLIENT/OWNER ASPHALT ROOF SHINGLES U) 1 7-3/811 /tiTH. RIGID INSULATION �� �Ctu��,,� 1 j: WITH NAILING SURFACE, PER � ,`` ZMMMM BEER, SLC (n j TABLE 802.2(2) OF ECCCNYS 12 �,� �r��/ V GREENPORT HARBOR 1114 _1 3.5 s �n ' -4 U) BREWING COMPANY W MAIN ROAD (S.R. 25) D I G D ROOFERS SOUTHOLD, NEW YORK 4 4 W 1ATTEN 51DING N 1" 4 = BREWPUB WALL 4. ! l Q 4 I W TRP CARD TO BE PRO ID PROJECT TITLE 2" x 8" RAFTERS @ 24"OG / WITH I"x4" FURRING STRIPS < ACROSS @ I G"OC C ; RENOVATION AND ADDITIONS tl& � ' 4 .: �� II ' ! E! (2) 2"x 8"CLAD. � V TRUSS PLACARD TO BE i I �' �"3 ,moi �,�„ 13 � Li,..� :.,,3 ,�. �; �nd=! a ,I~�. �. Imo' I I v PROVIDED I I; i I ,. ��• I ; ! a' DRAWING TITLE 8" DIA. WOOD COL. \ 91 I �+u max x vowa s aue�a, Mev l�azuw, nv a ema .7y I; caa�nv;: ',{--s ap I 7 w x I I 2" u gl � f! I �I I i 3 x6 FRAME WALL WITH R-19 f i II BATT INSULATION. 1 1 I' ��,,�.. � ,n i ! 4 n .. l � :._ m „'.. ,•. � . I . BREWPUB SECTIONS s' 1' 8~ 2”ANC OR I id � j� I I E pj i 1 OC II i $I i li y 8" CONCRETE BLOCK CURB _� I �I IISe,�I.,.•...rr...�:� :..:...m,. � u��;n...»�>..:o,�,m..,..a,»�i,,,.�..,.�, i� i.,:..«,.,:w,..���...m>��.M..,..�.,,..��.•.,,.�. ,.� € i 4 L} { .t:m..�. :.,•.o •....r,a..�...,' ��( I '� 1. _ II O" DIA SONOTUBE 1 -� 7 -f.�' ..,�... ..!.n,—•� •r-. �t,—•r ri. •.fir r' '+:— .+ •. ,.'j 21X2'XI'D FOOTING @ DATE SCALE { iI�/3'X 3'X I' D. REINFORCED 4"TH, REINFORCED MIN 36" BELOW GRAD ( AS NOTED c� r 2" RIGID IN5UL_AT1I N s 8"TH. POURED CONCRETE 1 Z CONCRETE PAD UNDER 16 SQ CONCRETE SLAB \I , REINFORCED CONCRETE BLOCK PIER. SEE STRUCTURAL DRAWINGS, JFOUNDATION WALL TO GRADE 155UE 8"x 16" CONTINUOUS POURED O FEB. 1 , 201 G BRE � F I I R 5 ECT I O N R CONCRETE FOOTING. W DRAWING NO. L. V V lJ V V A. SCALE: 1/4" = 1'-0" \�C EXCEPT AS NOTED �� EXISTING 2�� W 7R^til REF. NO, 0r Pvt_'rl I ,3 4 5 G 7 8 9 10 II 12 13 14 15 1G 17 ISSUES REVISIONS EXISTING STRUCTURE NEW CONSTRUCTION CD • P ROVIDE PANIC/ALARM HAP.DWARE EXIT qD b�J Lw 04 x uj POWER AND ALARM SYSTEMS • IN KITCHEN AND BAR BY EQUIPMENT PROVIDER I 12W LEI)FIXTURES(TYP) CL FUTURE KITCMENI W W AUG 18, 2015 AN MEDIA WIRING BY 1 z JU AOTHERS lu :: 10. STORAGE t • MAY 13, 2015 02015 w ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL BE PROSECUTED. cM ........... LID CD CN ............... ELCTROMEC-,lANICAL FUSABLE LINK HOLD OPEN WPEDTO ALARM." t --j PROVIDE FIRF/5VOKE AND CO ALARMS PER CODE. D w EXIT CLIENT OWNER cn L. Z MMMM BEER, LLC 0 GREENPORT HARBOR BREWING COMPANY w MAIN ROAD (S.R. 25) 0 SOUTHOLD, NEW YORK ui M DREWPU15 w PROJECT TITLE 0 LL RENOVATIONS AND ADDITIONS SDRAWING TITLE S^ C) Lu ELECTRICAL PLAN DATE SCALE AS NOTED 15SUE O FEB. 1 , 201 G DRAWING NO. 10 m 04 X E3REWFUE3 ELECTRICAL PLAN SCALE: 3/ 1 G" = P-011 REF. NO. 16 x 16 Reinforced CMU Pier on3'x3'x12" Footing e/w No. 5 Rebar 16 x 16 Reinforced CMU 14"OCEAN Pier cn 3'x 3'x 12" Footing e/w No. 5 Rebar 14"OC ENV I I 1I I L —J J —J J 5"0 Steel Post on 1'-6"x 1'-6"x 12" Footing J "0 Steel Poston 2'x 2' aro�� x 12" Footing r:aoW RI B ® k 10'-6" S-1 5"0 Steel Post on 2'-6"x El '-6"x 12"Footing J I U �(I (n N 2x8RR16"OC 3 LAV I ® 2 2 COU NTE COLD (ZOOM _ ® 5.25 x 11.875 LVL „0 Steel J 5 ® Z Truss#1 Truss#2 l Poston 3- x LO No. 5 Rebar 11"OC E00 M1 oro I I I 3.5 x 11.875 LVL impson LUS 2 X LO X N Lo LO C6 ® ® ® ® ® ® ® ® 2' I I I I 3' — — J —J J A C C S-2 -3 S-3 S-3 5"0 Steel Posts on 2'x 3' x 12" Footing 16 x 16 Reinfo ced CMU 1 Pier on 3'x T) 12" O 6 x 16Cdeinforced CM0-- CJI Footing elw N . 5 Rebar ier on Tx Tx 12" 14"OC EM1 F7 Footing e/w No. 5 Rebar QD 14"OC EW EX15TING NEW Section Detail EXISTING &Scale. 112" = 1'-0" Floor Plan Scale: 1/8" = T-0" Design Loads: Framing Notes: a " Roof-Live Load -20 psf - Dead Load- 15 psf The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construc+ion. Wood Framing S ICE 1. All Laminated Veneer Lumber is to have the following minimum specifications: Fb =2,900 psi Fv=290 psi Fc perp=750 psi E =2,000,000 psi 2. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated ' connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise.All " connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's i specifications. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Edt dtion � Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyvr,to alter any item in any way.If an item bearing Y: � 3. All roof sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d the seal of an Engineer,Architect,or Land SJnveyor is altered,the altering Engineer,Architect,or common nails 6"O.C. edges and 12"O.C.field. Land Surveyor shall atinc to the item hishrer seal and the notation"Altered by"folbfed by hi lu signature and the date of such alterations,and a specific description of the alteration. \ FCondon Engineering, P.C. Greenport Brewery Drawn by : JJ( 1755 Sigsbee Road Main Road �a Mattituck, New York 11952 Southold, New York Date :11-9-20' (631) 298-1986 53' �3.5 x 10 LVL Sandwiched 6'-6" 6'-6" 6'-6" U-6" 6�-6,' 6,-6,' 61-611 o I 7f�11 I o I ° ° I 3.5 x 20 LVL Sandwiched I 1 2)3.5 x 14 LVL ° o , 3.5 x ZO LVL Sandwich) d 3.5 x 7.25 LVL I I Sandwiched o O i 3.5 x 20 LVL Sandwiched I p) o ce) 3.5 x 7.25 LVL I I ° 1 o I t Sar dwiched 3.5 x 7.25 LVL o Sandwiched l ° e o 3.5 x 7.25 LVL 4"O Galy Sandwiched Through Bolt 5 x 7.25 LVL Typical I I Sandwiched 3.5 x 20 LVL Sandwiched e e O O i 0 0 ° O e O O e O 0 O O 0 / O ( ° ° ° i ° ° 0 O O O e O I 8'-114" 3.5 x 20 LVL Sandwiched 3.5 x'20 LVL Sandwiched \3.5 x 20 LVL Sandwiched I 1 I (� 3.5 x 20 LVL 3.5 x 20 LVL Sandwiched ) 16"x 16"Structural Colum No. 3 Rebar Stirrups 8110 " O 4) No. 5 Rebar c Z> Truss ##1 Detail • •:zt..,.. .,� SCaI@. 112111 _ 11-n1f 'li�.i�,..i: `'r.:,g• •' A`L,: 3' No. 3 Rebar Stirrups 8110 "O 4) No. 5 Rebar l . 7;' eD Plans are prepared by Condon Engineering,P.C. It is a violafion of the New York State Eduction - �- Law,Article 145,Section 7209,for any person unless actiig under the direction of a licensed Professional Enaineer,Architect or Land Surveyor,to alter any item in any may.Fan item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the areri g Ergineer,Archil%or ' F'TL:OF C`-'• Land Surveyor shall a&to the item his/her seal and the notation"Altered by"follu ed by hislher signature and the date of such alterations,and a specific description of the alteration. Condon Engineering, R.C. Greenport Brewery reery Drawn by : JJC 1755 Sigsbee Road Dain Road Mattituck, New York 11952 Southold, New York Date :11-9-2015 (631) 298-1986 53' 3.5 x 10" LVL Sandwiched 6'-6" 6'-6" 6�-611 5�-611 6�-6'1 6�-6" 6,-611 e I I 7i-6il I ° I 3.5 x 20" LVL Sandwidhed I . I I I 2) 3.5x14LVL I 010 I I I ° 3.5 x 20" LVL Sandwic led 3.5 x 7.25 LVL Sandwiched ° a"O Bolts Typical I I I I I I , I , o o I I I I o l 3.5 x 20"LVL Sandwiched I I I I � i I , I l 3.5 x 7.25 LVL Sa dwiched I 3.5 7.25 LVL ° Sanldwiched ° ' � I I l o I o l I 3.5 20"LVL Sandwiched 8.5x7.25 LVL _ I 3„0 Galv I j Sandwiched 4 , Through Bolt I Ip 0 Typical I le ° O e100 0 O O e O 0 0 O 0 O O I , \3.5 x 20 LVL Sandwiched \3.5 x 20 LVL Sandwiched , 5' ( ) 3.5 x 9.5 LVL I I 3.5 x 20 LVL Sandwiched 3.5 x 20 LVL Sandwiched 16"x 16"Structural Colum No. 3 Rebar Stirrups 8" OC 7 4) No. 5 Rebar c Tus # 2 Detail _,. `• '��° (:�)Sca'le-51/2"' 1'-0" ,,. •_ .�� 3' No. 3 Rebar Stirrups 8110 "O 4) No. 5 Rebar I r 'w I 11 t� a Plans a.re prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the directibn of a Vensed Professional Eigineer,Architect,or Land Saveyor,to alter any item in any way.F an item beariixd - the seal of an Engineer,Architect,or Land Surveyor is altered,the altering ETineer,Archi eM or r Land Surveyor shall affix to the item his4ier seal and the notation"Attered by"followed by hisl'her --- SL Iature and the date of such aVorations,and a specific description of the alteration. E Condon Engineering, P.C. GreeI 1Knport Brewery Drawn by : JJC 1755 Sigsbee R_)ad Main Road Mattituck, New York 11952 Southold, New York Date :11-9-2015 (631) 298-1986 l 2 3 4 5 G 7 8 10 II 12 13 14 15 IG 17 ti c a C _ 7 N ti 1 _ N600p'p-E d- 1 3 04 05 M - ' - - Ge G7 _ _ V/NE)AaD co• 1 1 8097 72 73 74 _ _ NT 362.43' r LA WN L/RCA PA V — . _ Nov. 18, 2015 GR,q VE _ • MAY 13, 2015 W _ o '7;7 MAY 13, 2015 1 O 1 78 ;7.J 80 83 I 8 O JULY 12, 2014 87 88 89 - 4 85 80 1 3: JULY 2, 2014 1 1 w H 90 9 / WNEYARD z I i 92 1 SEPT. 25, 2013 1 1 s 1 4X25 RTE 25 • SAWN SEPT. 9, 2013 11 SCOPE OF WORK FOR 1 JULY 25, 2013 a BREWPIJB ADDITION 1 O 3 DROP OFF. 0- JAN. 30, 2013 a AREA ' w JAN. 10, 2013 1 1 w Q ENCLOSED CANVAS JUNE 12, 2012 G AWNII`VG OVER STONE 1 PATIOS JAN.04, 2012 l C) 1 1 B 12'- GARAGE/ o J - B2 Ll L2 STORAGE 1 • m 1 S ° LI OSI N E AND US - OVERED WALKWAY to o_ 1 --� PARK NG (WEEKEND ONLY PARKING CALCULATIONS s z 1 1 BREWPUB > ALL RIGH TS RESERVED 3 _O +' C.L.FEN 1-5 RY MASONRY 1 INSIDE SEATING: Q THESE PLANS ARE AN INSTRUMENT OF fZ ASPH T WALKWAY AND ME ADDITION SERVICE AND ARE THE PROPERTY OF 1973 USEABLE SF. /15 SF PER SEAT= 132 SEATS/3 THE ARCHITECT. INFRINGEMENTS WILL �eoLLARDs ="zc44 PARKING SPACES Q BE PROSECUTED. U 1 O O GASCO2BIV BER I O EMPLOYEE LY f ■■ • Q --J ARKING ' MOVEABLE BOLLARDS/ LO^^ v, � NATH CHAIN FENCE OUTDOOR SEATING: 0 � k 1331 USEABLE SF./15 SF PER SEAT=89 SEATS/3 (V 4j (D1 o GARAGE FLOOR CONCRETE P TIO 1 =30 PARKING SPACES A r EL. 17.2' t�I iia • �FkeD ApC Q 0 1 TOTAL CAPACITY: 74 PARKING SPACES �, c.� 0.5% SPT i.By tii�� U 1 EXISTING 1 I„ E2 BUILDING Z 3 MAIN BUILDING n. 1 G EMPLOYEES = G PARKING SPACES EXIST � p 1 ASPHALT E3 �s 163 , A [, ° J 14 U N O 0 O 1 TOTAL REQUIREMENT: 80 PARKING SPACES k: ;.'. ;- : F ` 1;NEv��o W 1 E4 1 k w � COVERED WALKWAY TOTAL PROVIDED: ~ DL1 Polz E CRUSHED STONE q•repr- Q 1RACK500 � MAIN ROAD PARKING LOT: G2 SPACES V EXISTING ( I I I ( 14• LIGHT 1 PECONIC LANE PARKING LOT: 30 SPACES nJ 1 EO Q POLE (n CLIENT / OWNER - BU i LD I NG `= - - N=1 _ - 1 EMPLOYEE PARKING LOT: G SPACES 2 21.0' PX16, CAP AR WI SIS' PX16 A P L. L A • G 1 TOTAL: 98 SPACES Q PAVED WALKWAY 2 3 4 5 J AS PER BUILDING CODE OF NYS (TABLE I I OG. 1 ) z MMMM BEER, LLC FOR 98 PARKING SPACES PROVIDE 4 ACCESSIBLE � GREENPORT HARBOR (n • X .16 1 PARKING SPACES (SHOWN) (� BREWING COMPANY 1 •� 1 +' PX,5.5, DROP O ,6 A 9�O" I IBJ / 'OLE ` 'T 1 w MAIN ROAD (S.R. 25) D 7 t o ® _ -- 0 r rcnn BU55ES: 2 SPACES SOUTHOLD, NEW YORK GRAVEL PAVED WALKWAY r LIGHT 3 �--'� RX.A. PA G 'v J LIMOS: 2 SPACES w "i \� LAWN l'�' POLE o 1'X!5.5' 1 �V 7 ( , T I 'jam 1� 1 EXIS S / / a \ I v y B RE WpI V D LQ 1 ® PX/5.(y1 Q Q A• �] O W RP2 yAL� a / N 1 / 2 w P 0 17 18 19 0 21 22 2'3 24 0 } 25 2G 27 28 , Z 1 CO ZONING DISTRICT B (� 1 O Z V 7 a < �, I e 3 3 1 w O o/ PROJECT TITLE 1 w , Y c� Q 0. Q P it Px s.a 14• P 3 I 1 UI�GHT 1 P LE P"155' 1 SIGNAGE TO BE LOCATED ON BUILDINGS. SEE ELEVATIONS. LL. 0 1 34 Px16.a o 1 U 1 �00R 3 j PX INDICATES— — 29 30 3 / 32 33 a 34 35 Be37 a < 38 39� 4(� 4 / I 4 ,�� LANDSCAPING AND LIGHTING SHOWN ON DWG. S-2. RENOVATIONS O I 0 EXISTING EL. 16.9' o U PROPOSED GRADE t 1 DRAINAGE AND SEPTIC PLANS SHOWN ON DWG. 5-3. AND ADDITIONS U ' ` BUILDING GAS Q ELEVATIONS(TYPICAL) I 15 loe BOLLARDS jI LI I ® px,5. 1 c y LAWN R.C�A. PAVING R.C.A. P VING 116 15 1P4�GH BASED ON SURVEY OF PROPERTY a` DRAWING TITLE 1 16 \ t - ( 1 AT PECONIC, TOWN OF SOUTHOLD I-- F P ON \ 15 I cl, 1 fl)(* .5' ! SUFFO K U AS BUILT a 1 � _ L COUNTY, NY w BV � Px15 5, 1�G I PX15. SITE PLAN 1LD/N� 1 1 16.a . I `� �Px1�,o 1 SCTM No. 1000-75-01 - 14 F— . a I ® 1 BY PECONIC SURVEYORS, P.C., DATED DEC. 09, 201 1 = FLOOR o 5� 1 ® U E- "°' 42 43 44 45 40 47 48 49 5p 5 X 53 54 55 50 57 59 00; 0 / 02 AND PREVIOUS SITE PLANS BY ROBERT I. BROWN ARCHITECT DATE E3 A SCALE 1 ooyc ' L"W" Px1 g 1 AND FAIRWEATHER DESIGN A550C. Q 17 JANUARY, 2017 AS NOTED ' 1 o C�d� z 1 FLAG 1 s.4' X16 a �� ISSUE POLE — — — — — — — — — — — - — — - - — x 6 2, C ( ) AREA=2.8765 ACRES 2017 0 DRAWING N0. - - -- - -- - - - -- - 2 OVER RIGHT TURN . -- JA N 2 O CONCRETE SIDEWALK S48'39 30 W ® 369.65 ONLY(NYR3-20) - - ---- -- - ------- --- - SIGN HYDRANT - X15 X�6 ---- - - - - - ------- VN OF j CONCRETE CURB 9' d - EDGE OF PAVEMENT TO` EN(;DE". EXIST. C.B. �-T��� TOP OF GRATE EL. 15.8' SITE PLAN 0 5' 10' 20' F�OVI'IIOLD EL. 15.9' SOLID WHITE LINE GRAPHIC SCALE � x►6- ' SCALE: I "=20' w x1 X16. _ A - ----- --, - - 6.0' -- /" -- -----------x1-6 I' x16 2 m xr �, = r X!� - x XI /6g Pq DOUG REF. N0. c 1�1.�1I �PbBLIC WAVR IN STREET ti °�B� >�,LO ROAD �1lOWUNE (S. R ,25) � W UNE I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS N L0 K co t r Co 31f J I S"STONE WALL 18-STONEWALL � p \`1 3•DI0.ME1AL 51RPIDRT •�\ /\''f ( �/��J, 3" DIA. METAL SUPPORT 81-0N 61.611 I3'DIA.A ETAL 5UPPOW 9'2• C b L 3•DIA.METAL SUPPORT I I O b 1 , ENCLOSED CANVAS AWNING OVER STONE • PATIOi u i ? I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 G I 7 ISSUES REVISIONS '`U') K EXISTING STRUCTURE NEW CONSTRUCTION co to • NEW MASONRY' NEW ASPHALT FIBERGLAS FIREPLACES AND SHINGLE ROOFING CHIMNEY W MECHANICAL z EQUIPMENT NOV. 18, 2015 Lid I MAY 13, 2015 BREWPUB SOUTH ELEVATION WALL RIGHTS0201RE5SERVED THESE PLANS ARE AN INSTRUMENT Of AS BUILT SERVICE AND ARE THE PROPERTY Of SCALE: 114" = I'-0" BE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. Lo f C) (N ED Apt? 1.8 Al 834A C, iii N lw CLIENT/OWNER I"X G'VER5ATf-KTRIM V) BOARD < Z MMMM BEER, LLC 0 GREENPORT HARBOR U) BREWING COMPANY W MAIN ROAD (5.R. 25) 5OUTHOLD, NEW YORK WOOD BOARD AND BATTEN.N 51-DING DREWPUB N1 Vd-MASO FIREPLACES AND CHIMNEY PROJECT TITLE EXISTING TASTING ROOM LL AND ADDITIONS DRAWING TITLE ENCLOSED CANVAS AWNING OVER STONE N ULL G 5 DOORS PATIO AS BUILT W BREWPUB ELEVATIONS _j 13 DATE SCALE 19 JANUARY, 2017 AS NOTED BREWPUB EAST ELEVATION z ISSUE 3: AS BUILT 0 SCALE: 114" = 1'-0" DRAWING NO. Im uj co 0 REF. NO. I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 ISSUES/REVISIONS N V) K NEW CONSTRUCTION EXISTING STRUCTURE M co • 0) I L O 0 0- 3* DIA. METAL SUPPORTS Z 3" DIA. METAL SUPPOKTE W NOV. 18, 2015 ENCLOSED CANVAS w AWNING OVER STONE LL OPENING IN CANVAS PATIO I> 0 MAY 13 2015 18'STONE WALL W 02015 ALL RIGHT5 RESERVED BREWF U B NORTH ELEVATION THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL AS BUILT SCALE: 114" = I'-0" m B PROSECUTED. L N t T w • SDA �`-•ca �� �G� SPT I.6q'S''� ' x6341 cl nFNEW�O� U O (� CLIENT/OWNER I"X G"VERSATEK TRIM Q BOARD Z MMMM BEER, LLC — C_� GREENPORT HARBOR - U) BREWING COMPANY FIE] W MAIN ROAD (S.R. 25) SOUTHOLD, NEW YORK - CL' w -l-3C-5A-PD BREWPUB WOOL-) AND F-- BATTEN SIDING Q w PROJECT TITLE LLQ RENOVATIONS - -- -- -------------- ------- ---- - - - - - ----- -----------� � AND ADDITIONS U DRAWING TITLE A5 BUILT ENCLOSED CANVAS AWNING OVER STONE BREWPUB ELEVATIONS PATIO LJL.. B DATE SCALE 19 JANUARY, 2017 AS NOTED Z B REWP U B WEST ELEVATION 155UE 0 AS BUILT DRAWING NO. SCALE: 1/4' = 1'-O" co F- caO A REF. NO. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS N Lo ti K M Co . d' CD le- J O w z METAL TRUSSES @ 32"O.C. METAL TRUSSES @ 32"O.C. O 2xG LEDGER.BOARD 2xG LEDGER BOARD z w �w� NOV. 18, 2015 LL V 3° DIA. METAL SUPPORT 0 3' DIA. METAL SUPPORT O o 3" DIA. METAL SUPPORT MAY 13, 2015 � cp c0 w 02015 ` ALL RIGHTS RESERVED 18"STONE WALL Q THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. SECTION A SECTION E3 SECTION C u') 0 SCALE: I/4° = I'-O" SCALE: 114' = I'-0" SCALE: 114" = I'-0' • aED ARCS �34A f w J U O 'U) CLIENT/OWNER vJ z MMMM BEER, LLC U_ GREENPORT HARBOR (n BREWING COMPANY w MAIN ROAD (S.K. 25) SOUTHOLD, NEW YORK w = BREWPUB Q w PROJECT TITLE LLQ RENOVATIONS AND ADDITIONS U n" DRAWING TITLE � PRE-FAB w AWNING SECTIONS F- A5 BUILT DATE SCALE G JANUARY, 2017 AS NOTED z ISSUE O DRAWING NO. m M� L.L w AbcoA OM L.J. REF. NO. EXISTING STRUCTURE NEW CONSTRUCTIONFIRE ALARM LEGEND PROJECT INFORMATION: � 1EQ30VREAN SHUT DOWN RTU FOP, NEW EAST SIDE 22 7 CEILING HEIGHT NEW DEVICES FOR RENOVATIONS: NTY. SYM. DEVICE DD AUG - 9 2016 - MM FOR NEW EXTERIOR WALK-IN RErKIG. 5 STROBE ONLY V C POWER SUPPLY FOR NEW ��DyNGD DIMr. - P15 24 (� PROVIDE PANIC M M M M BEER, LLCp�SO MOLD TOV� F6 N HORN STROBE MAGNETIC DOOR "OLDER EAST SIQE � -- - HARDWARE A GREENPORT HARE30K- CR R FOR SECOND "VAC EAST WEST 1 H HORN STROBE (EXTERIOR) D�B� BLDG H � -I 3068 2 OUR RATED BREWING COMPANY FRA EEL DOORS AND I O' 5 MANUAL FIRE PULL STATION FRAME,WITH PANICFF]HARDWARE 42155 MAIN ROAD 7 16 SMOKE DETECTOR LPE) • � � BUILDING INTERCONNECTION TO MAIN BUILDING FACPR H. 2 OW WEATHER PROOF HEAT DETECTOR (FIXED TEMP) for cold room. FECONIC , NY I 1958 UNDERGROUND 5CHED 80 PVC PIPE M M O Q A 3 M M MONITOR MODULE (for Weather proof HEAT DET.) 2 MH MAGNETIC DOOR HOLDER NEW 1 ® ANSOL/FIXED EXTINGUISHING SYSTEM PROJECT DESCRIPTION: WALKn REFRIG (H)W 5 HEAT DETECTOR (FIXED TEMP) BREWPUB : VENT 5TA(� 3 ® RELAY CONTROL POINT for HVAC Shut do��n RENOVATIONS AND ADDITIONS _j 0 1 ANN ANNUNCIATOR -- :" • -� -� � -. -� MCR F E • I I " M M R H STORAGE SUPPRESSION SYSTEM REAR PROVIDE FIRE EXPOSED TRUSSES 1 FACP FIRE ALARM CONTROL PANEL (IN MAIN BUILDING - AND TYPE I HOOD, ABOVE P/S CR O SPECIFIED BY OTHERS I 1 F/Is POWER SUPPLY— 20VDC CR - R FUTURE KITCHEN NEW BA KITCHEN EQUIPMENT 3 ® CONTROL RELAY LAYOUT BY OTHERS — NONFOOD FRONT DRAWING TITLE: SERVICE STORAGE �W (4) ' BREWPUB FIRE ALARM PLAN HDOORS ADDED 3 LAV IN COUNTER G-7 CEILING HEIGHT COLD SYSTEM/S: ROOM VIGILANT FIRE ALARM SYSTEM ENGINEERED BY: H PROF'(_SED OPEN PATIO NEW SERVI 3AP rc_� STR URE Jeffrey W. Hausner ASTING BAR MH `ti } 2,2 4 SF `,_/ \ NICET II CERTIFICATE NUMBER: 10 10' CLG. MTD. HOLD-OPEN 9 $3 CONNECTED TO ALARM SYSTEM GOGB 2 HOUR TED ( I O' FDNY 597 CERTIFICATE NUMBER: FP5C STEEL D RS AND FRAME 87053625 Os H \✓/) HEW CONSTRUCTION 1 � p 10, eprrc E 10 F „ _ .10 �ec�rr- r�;f ser-�rfic�s 0 N MASONRY FIR CES AND SUPPLIED AND INSTALLED BY: JOB NO. 70431 CHIM PLAN SHOWS 74 TABLE SEATS Rev. NO. AND 128ARSEATSFOR ATOTAL INTELLI—TEC SECURITY SERVICES F__ OF SG SEATS. S CALE PROVIDEGLAS DooRs 150 Eileen Way, Unit 2 NTS AND FRESH AIR I AKE (PUBLIC SPACE AREA 1348 5F. N Y 11 791 DATE FOR INTERIOR FIRE C AT 15 SF/SEAT, 89 SEATS Syosset, 7/28/16 ALLOWED) 516-876-2000 DWG BY REV#: www.intelli—tec.net LS JWH©intelli—tec.net PLAN NO.: NYS LICENSE #12000003519 O —�— O [PAGE NO. 1 of 1 GIFTS ARCHITECTS STAMP EPLACE EXISTING SMOKE HEADS TO HEAT DETECTORS DUE TO NEW FIREPLACE 40 10 Q' S H NOTES : 1 ) THIS BUILDING KNOWN A5 -THE 'BREWPUB' 15 INTERCONNECTED TO THE MAIN BUILDING 10, 10 - VIA A PVC UNDERGROUND CONDUIT. 0 Q EXISTING STRUCTURE2 THE MAIN BUILDING 'FACP' WILL POWER, RECEIVE ALARMS , AND CONTROL ALL 2,55G.G Sr H [FHHj<j E ) NOTIFICATION DEVICES INSTALLED IN TH 15 BUILDING . EXISTING NEW EXISTING TASTING ROOM 3) A FIRE ALARM ANNUNCIATOR WILL BE I N5TALLED AT THE SOUTH/WEST MAN DOOR WHICH AND I I OW 48_9EAT5TABLE FOR WILL GIVE THE EI R5T RE5PON DER5 TOTAL CONTROL OVER THE FIRE ALARM SYSTEM . AND I I BAR SEATS FOR A TOTAL OF 59 SEATS. (PUBLIC SPACE AREA 1392 5F. AT 15 5F/5EAT, 92 SEATS ALLOWED) DREWPU15 EIRE ALARM PLAN- 4 5 G 7 8 9 10 11 12 13 14 15 IG 17 z 7' ti o N c ys� � �-00r. N60 00'0"E �- - G3 ' G4 G5 GG — — VINEYARD 70 ;7 I 7 - � P 2 73 74 75 �t- _ _ 7G _ ' J GREENPORT HARBOR ' ' GRq V — 362 43, 17 JANUARY, 2017 �2 BREWING CO. LAS EL/RCA PA VED _ NOV. 18, 2015 MAY 13, 2015 W MAY 13, 2015 KEY MAP 1 0 77 78 79 - _ - — � ' 80 8 1 82 8 I O JULY 12, 2014 N .T.S . - 3 84 85 8G ' 3: JULY 2, 2014 87 88 89 / z 90 91 z VjNEYAR 92 D SEPT. 25, 2013 1 ' S / 4227s R 7-C25 • LAWN � SEPT. 9, 2013 1 a SCOPE OF WORK FOR 1 ' JULY 25, 2013 3 BREWPUB ADDITION c 1.rk�R-��10' T JAN. 30, 2013 DROP OFF AREA �EI�P , �,a � ,�: 17 0-, A LICENSED W JAN. 10, 2013 Q W C:.I4'. ►�''fi v I1 z'.T11`I i t fiI',� � G g:: AN,Y 1" TH07!EZE.D ��nn JUNE 12, 2012 U g / _ GARAG o , _ "f ::9CCt::rRaDANCE 'k, JAN.04, 2012 / 2 N E/ / c� 4r.. .s g L I L2_ STO RAGE I ( pp // • s US OVERED WALKWAY ° LI OS I N E AND PARKING CALC U LAT I O N S W 02015 Z ' PARK NG (WEEKEND ON / BREWPUB \ ALL RIGHTS RESERVED _0 4' C.LFEN 1-5 RY MASONRY INSIDE SEATING: /< THESE PLANS ARE AN INSTRUMENT OF i::: a T WALKWAY AND ME ADDITION ' 1973 USEABLE 5F. /15 SF PER SEAT= 132 SEAT5/3 '- SERVICE AND ARE THE PROPERTY OF , BOLLARDS0 U ' 00GAS. =44 PARKING SPACES m EEPROSECUTED,INFRINGEMENTS WILL Q 0 EMPLOYEE LY Q --� QARKING N ' MOVEABLE BOLLARDS J / OUTDOOR SEATING WITH CHAIN FENCE : C) x C) 133 1 USEABLE 5F./15 5F PER 5EAT=89 5EAT5/3 (V GARAGE FLOOR CONCRETE P TIO I =30 PARKING SPACES L a EL 17.2' Q a o ' EI ' TOTAL CAPACITY: 74 PARKING SPACES <tEDAq EXISTING / �S�R�I.e�o��o Lo 2 3 a BUILDING MAIN BUILDING e o —�z / EXIST 3 6 EMPLOYEES = 6 PARKING SPACES * A, p / ASPHALT 3 TOTAL REQUIREMENT: 80 PARKING SPACES s P� a o -e- o W o r / E4 ' NESN C / TOTAL PROVIDED: Q P' COVERED WALKWAY U U "OLE CRUSFIED STONE A�r i` "CT6 0 MYCLE E5 I MAIN ROAD PARKING LOT: G2 SPACES V N / EG EXISTING I I I I I 14POLE / PECONIC LANE PARKING LOT: 30 SPACES O CLIENT / OWNER BUILDING _ _ � SWAY / EMPLOYEE PARKING LOT: G SPACES i PXrG. CAP PA SIGN F 21.0• A P L)MPL)y A G Pxrs z _ V _ / TOTAL: 98 SPACES z MMMM BEER, LLC PAVED WALKWAY 2 3 4 5 �` 8 9 AS PER BUILDING CODE OF NYS (TABLE I I OG. 1 ) (' GREENPORT HARBOR � J FOR 98 PARKING SPACES PROVIDE 4 ACCESSIBLE Lij ' �� 4' i 14. �pIT PARKING SPACES (SHOWN) W BREWING COMPANY ti ' PxrSs DROP O ,6 A ME / 0 MAIN ROAD (S.R. 25) D o / � / J r 7 i e ® _ — /p ' �(f BUSSES: 2 SPACES SOUTt10LD, NEW YORK Oi \ GRA` PAVED WALKWAY / P� 9 R.C.A, PAVING PXr55 1� J LIMOS: 2 SPACESLAWN W (V) R 2 F Q R J ' EXIS 1 \ 1 I v = V I EWI U V � � E-- LA. m O /10 wRP / 1 ® PXIS.d / W 2 VALVE N y 1 —' / - I 1 I 2 2 2 2 2 2 2 2 12 / o Q o PI VAL 6 7 8 9 O l 2 3 4 5 G 7 8 N z e a w (!] ZONING DISTRICT B PROJECT TITLE l 0 \ 7 —. • 3 rs.a PxrS 13 / 0 .5' 0. Q P T Px 14' U a 3 LIGHT Pxl GHT 5 O Pxr6a 6'd P 3 °� PX.E / u SIGNAGE TO BE LOCATED ON BUILDINGS. SEE ELEVATIONS. LLL. /4 w LANDSCAPING AND LIGHTING SHOWN ON DWG. 5-2. RENOVATIONS O / o EXISTING EFLOM' o U PPX INDIGATE5RO OSED GRADE 29 30 31 32 33 a 34 35 3e 37 38 33. 46 41 1 U ME a Q ELEVATIONS(TYPICAL) I 15 / DRAINAGE AND SEPTIC PLANS SHOWN ON DWG. 5-3. AND ADDITIONS ' BUILDING GAS •BOLLARDS p, � 1 ® Pxrs. � � V y / LaWN R.C�A. PAVING . ,-- ' \ R.C.A. P VING IIG 15 P GH ' BASED ON SURVEY OF PROPERTY 0- DRAWING TITLE $ OLE � 16 1 . - I I AT PECONIC, TOWN OF 50UTHOLD I— Q o�0 1 5 1 s �Z \ 1 ter\ ! SUFFOLK COUNTY, NY 'U AS BUILT (3C7�L� � / I Pxrs.s I . ►5. � �r SITE PLAN /NG / r6.a ® `� / SCTM No. 1000-75-01 - 14 EA FLOOR I ® / BY PECONIC SURVEYORS, P.C., DATED DEC. 09, 201 1 U R E- " � 42 43 44 45 4G 47 48 49 5p 51 2 53 54 55 56 D 57 5 - 59 Gp• G 1 G2 AND PREVIOUS SITE PLANS BY ROBERT I. BROWN ARCHITECT � V m LAWN Q DATE SCALE LAYM ' AND FAIRWEATHER DESIGN ASSOC. z 25 JANUARY, 2017 AS NOTED POLE r64 XI60 xr ISSUE - -- - - - - - - — - - - - — - - — - - - - - - — — - - - - - - _ — — AREA=2.8765 ACRES sTo�srGnr cr�r-r) — O OVER RIGHT RIGHT TURN DRAWING N0. CONCRETE SIDEWALK S48'39 30 W ® 369.65 ONLY(NYR3-20) M ' $IGN HYDRANT W CONCRETE CURB Xr5.9 XIG.O -. ------- EXIST. C.B. EDGE OF PAVEMENT TOP OF GRATE ,5.8' S ITE PLAN o 5 la 20 EL 15.9' Xrs.r� ---- -____-_-- - --xr6.r. -x -souDWHIrEUNE xrs.z� --.._-.....---- - __.__ _ SCALE: I "=20' GRAPHIC SCALE � D Do MAIN r ...- urs x xr - Xr6.3, ;V - - nous REF. NO. xre-`r1v1AIooi,B�T ROAD `�%low UNE (S. R. ,25) APR - 7 2017 � �PTJBLIC WktR IN STREET) YELP;°w UNE TOWN OF SOUTHO:D I 2 3 4 5 G 7 8 9 10 it 12 13 14 15 IG 17 ISSUES/REVISIONS N t� K EX- I EX-2 MUA UNIT r T I '0 COVERED WALK WAY ( 0/H � GREASE RU GLASS ' STORE TRAP SEPTIC 2'-O" DOOR Q® 15'-�I ROOM I VENT I I - (i STA 3'OxG' i v 24'-011B Z - - _ - - - - - - -_ I - - I - - - - - - - - - - - - - - - A • I Of N GLASS I:)_t G'-0" DOOR Z 19 JANUARY, 2017 \ � W 1 I II W NOV. 18, 2015 i I II � NO �--}' ❑ G 0 f o D ° O AUG. 14, 201 5 SVICE STORAGE `' j PLAN SHOW74 TABLE SEATS - MAY 13 20 15 3 LAV IN Q AND 12 BAR SEATS FOR A TOTAL • , — OF865EATS. COUNTER Q COD i1_ — (PUBLIC SPACE AREA 1348 Sr. t ROOM AT 15 5F/5EAT,89 SEATS z cq 02015 i W WALL ALL RIGHTS RESERVED Oqo C; GLASS Q"' � Q THESE PIANS ARE AN INSTRUMENT OF �!1 DOOR >.. SERVICE AND ARE THE PROPERTY OF Q THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. TASTING CLG MT NEW m BAR HOLD-Of SERVICE Lo BAR C) N r I O • �EF(ED AAC ® ® ® ® ® ® G'-0" 3'-O" G'-0" 3'-0" G'-0" % O/H Q�,�0 SRT 1.9,90'p.{ EXISTING TASTING ROOM t t X GLASSIN DOOR 7 PLAN SHOWS 48 TABLE 5EAT5 AND 1 1 BAR SEAT5 FOR A TOTAL 0 0 NEW MASONRY /�� S� I OF 59 SEATS. FIREPLACES AND I' C6 CHIMNEY (PUBLIC SPACE AREA 1392 5F. AT 15 5F/5EAT,92 SEATS I W EW ALLOWED) L m HEATED SPACE O U I O �'^ v/ CLIENT/OWNER �+--+ 21-011 10.1 U) I � Q I 2 MMMM BEER, LLC C� GREENPORT HARBOR = 8'-4 8'-4 8'-4 " " " '- I I "' co BREWING COMPANY Lu MAIN ROAD (S.R. 25) D U O, SOUTHOLD, NEW YORK 0 W = BREWPUB z w — PROJECT TITLE ° — � Q 9-2 1/8" 0 W- A — RENOVATIONS C A7 0 AND ADDITIONS 0 EXISTING STRUCTURE 2,55G.G 5F DRAWING TITLE \ (~j AS BUILT EX 1 STING NEWLu FLOOR PLAN EXCEPT FOR h= KITCHEN EQUIP. U DATE SCALE B 25 JANUARY, 2017 3/1 G" = P-0" z ISSUE 0 10 O DRAWING NO. irnp co f LOOK PLAN AS BUILT C `1' A2 £ r A SCALE: 3/ 1 GII = I '-011 I, " . x1, : E m REF. NO. v 761 i•a ..:. r.. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS N ti K IT EXISTING STRUCTURE NEW CONSTRUCTION • J • O NEW MASONRY NEW ASPHALT FIBEKGLA5 - - FIREPLACES AND SHINGLE ROOFING ] CHIMNEY w MECHANICAL EQUIPMENT • LLL cr- 19 JANUARY, 2017 NOV. 18, 2015 jlw k f=: FF � MAY 13, 2015 W 02015 B ISE WP U B 5 0 U T H ELEVATION 4` ALL RIGHTS RESERVED THESE PIANS ARE AN INSTRUMENT OF AS BUILT >,.. SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL SCALE: I/4' = I'O" m BE PROSECUTED. L N • ED AqC 1.8 d. w \ � • T �83�AJ�OQ'� C U O '(n CLIENT/OWNER I'X G'VER5ATEKTRIM U) BOARD Q� Z MMMM BEER, LLC C_7 GREENPORT HARBOR V) BREWING COMPANY W MAIN ROAD (S.K. 25) D SOUTHOLD, NEW YORK W WOOD BOARD AND 3: BATTEN SIDING FIREPLACES AND Q CHIMNEY - W PROJECT TITLE EXISTING TASTING ROOM 1 LL Im RENOVATIONS - -_----_-- `----- ----- I AND ADDITIONS DRAWING TITLE f V N I U LL G OORS AS BUILT Ii LLJ BREWPUB ELEVATIONS Li 1.1_00 DATE SCALE 25 JANUARY, 2017 AS NOTED D KEWP U B EAST ELEVATION z 155UE AS BUILT O SCALE: I/4" = I'-O" DRAWING NO. uj 1. REF. NO. I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 ISSUES/REVISIONS N K NEW CONSTRUCTION EXISTING STRUCTURE 1 r� M CO • It J o � z H O z 19 JANUARY, 2017 W NOV. I8, 2015 w � G • MAY 13 2015 W 02015 ALL RIGHTS RESERVED BREWPUBNORTH ELEVATION 4 THESE PIANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BUILTAS m BE PROSECUTED. SCALE: 114" = I'-0" L N • ,rSRED qq RT!. T 1611.1 , P� W \ U O (n CLIENT/OWNER I'X G"VERSATEKTRIM Q BOARD z MMMM BEER, LLC C9 GREENPORT HARBOR W BREWING COMPANY ElW MAIN ROAD (S.R. 25) SOUTHOLD, NEW YORK LJI..:I D WOOD BREWPUB BO RD �-- BATTEN 51DING� Q w PROJECT TITLE UL RENOVATIONS ---- ----_ ----- - - - ---- -------- -- - - __-_ - AND ADDITIONS U DRAWING TITLE A5 BU I LT U BREWPUB ELEVATIONS LJLI � B Q DATE SCALE 25 JANUARY, 2017 AS NOTED z BREWPUB WEST ELEVATION ISSUE 0 DRAWING NO. AS BUILT SCALE: 114' = 1'-O" Ul 71 F� 177 REF. NO. I 2 3 4 5 6 7 8 9 10 II IZ 13 14 15 IG 17 ISSUES/REVISIONS N EXISTING STRUCTURE NEW CONSTRUCTION Ln '` K ti M co wP 0 PANIGAIARM HARDWARE EXITV/r - - - o \ P I \ LEI- POWER AND ALARM 5Y\51QM I I \ IN KITCHEN AND BAR BY EQUIPMENT PROVIDER \ \ \12W LED FIXTURE5 Mrr) \ 1 \ \ r \ FEB. 1, 2016 I AUG 18, 2015 A/V MEDIA WIRING BY / Z OTHERS w j MAY 13, 2015 STORAGE 1 I r r \ W 15 ALL RIG SORESERVED THESE PLANS ARE AN INSTRUMENT OF / ► \ \ / SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PR05ECUTED. m vyp LoO VDA / 1 ELCTKOMrtANICAL FU5ABLE / 1 LINK M LD OLDEN WIRED TO / SD I tr�'Qfb ALL / 1 ALARM.\ \ / FIRE/SMOKE AND CO AIAPM5 / ] PER CODE. / \ / W r \ � ► \ � o db AWP Q v! CLIENT/OWNER 1 1 Q 1 I Z MMMM BEER, LLC GREENPORT HARBOR (� BREWING COMPANY \\\ MAIN ROAD (5.R. 25) D \\ �_ 5OUTHOLD, NEW YORK \ W BREWPUB Q w 1 PROJECT TITLE II wPILL Q RENOVATION5 1 AND ADDITIONS C) a' DRAWING TITLE C.) ELECTRICAL PLAN w F-- E 3 DATE SCALE AS NOTED Z 155UE a 25 January, 2017 DRAWING NO. O 10[3KEWFUE) ELECTRICAL PLAN ui 0° a: . co SCALE: 3/ 1 GII = I '-011 `r d REF. NO.