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HomeMy WebLinkAbout40891-Z wza;rl�-- �ootiOSUFFOLA, Town of Southold 8/30/2017 P.O.Box 1179 0 °" 53095 Main Rd oy�01 �do�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39185 Date: 8/30/2017 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 4735 Cox Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-2-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/1/1900 pursuant to which Building Permit No. 40891 dated 8/9/2016 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 for farmers market with kitchen as applied for per ZBA#6625, dated 3/21/2013 and Planning approval. The certificate is issued to LIV2MAX LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-15-0002 3/23/2017 ELECTRICAL CERTIFICATE NO. 40891 9/14/2016 PLUMBERS CERTIFICATION DATED 12/20/2016 Jo h Zuhoski u ho ' d Signature o�gl�co TOWN OF SOUTHOLD BUILDING DEPARTMENT C3 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40891 Date: 8/9/2016 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: alterations to an existing farm market to include a farm kitchen as applied for per planning approval. At premises located at: 4735 Cox Ln SCTM # 473889 Sec/Block/Lot# 96.-2 ��p , Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 2/8/2018. Fees: COMMERCIAL ADDITION/ALTERATION $746.00 CO -COMMERCIAL $50.00 Total: $796.00 Building Inspector SO�r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179a� roper.richert(c)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: LIV2MAX LLC Address: 4735 Cox Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 40891 Section: 96 Block: 2 Lot. 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Raymond Electrical License No: 5141-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical x Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 18 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches 9 Twist Lock Exit Fixtures 2 TVSS Other Equipment: Kitchen Exhaust Hood, Exhaust Fan, 3 - 20A Cord Drops, 1- 20A Ice Machine, 1-30A Dish Washer,2-Combination Smoke/CO Detectors, 1-Walk in Cooler,200A Transfer Switch, 100A Sub Panel. Notes: Inspector Signature: Date: September 14, 2016 00Electrical 81 Compliance Form.xls ,moo �o • . _ _. Town Hall Annex Teleple(631}963-1$£ , 54375 Main Road P.O.Boz 1179 J~ax(631).7 -95th Southold,New York 11971-0959 ` o c�raec = _ D BUILDWO W"Maa JAN 5: 2017 TOWN OF SOUTHOLI? .BUMDMG DEPT. ' TOWN OF SOL THQLD. -CERTIFICATION - - Bate: Building Permit No. !'Q$q Owner: U V 2 A aAL LUG L (Please print) Plumber: �b�Z� ZU oS I' (Please print) 1 certify that the solder used in the water supply-system contains less.fhan 2110 bf 1 oda lead. - - - -(Plum Sigtl�ture) � •:: -: .-• - .- - , Sworn to before me-this [C� °:D - day of Lens&2•- 20 I�o Notate t NOTARY PUBLIC,STATE OF NEW YORK Registradon No.OIVA6186177 Qualified in Suffolk County Commission Expires April 28,? ' 4 qf SOUlyO N O comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ., �- J;�a7V 2 -LL6*t5-s- &er ep m-pe-iL-s Rl-L'�-- DATE ®��" � � } INSPECTOR pf S0(/T�,o coUMY, TOWN OF' SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING --REMARKS: - �Q,rv�•�c�c�b � w �, � wow ryCk4V4 �. his kpAk DATE 1A I INSPECTOR Of SOUlyolo TOWN OF SOdITI.1OL® BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 I INSPECTORWI V� V l OF SOUj " � o N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULA:-ellvwt/) N [ ] FRAMING / STRAPPING ] FINA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Zk-41 ior/ A-1i Tnsv a r✓� Ll 6vj Q I P .i �%,/ r,� Sr DATE INSPECTOR4u u R Fisher 631-765-1802 x5028 SOUTHOLD TOWN FIRE INSPECTOR robed.fisher@town.southold.ny.us Page NOTES ESTABLISHMENT o �n �U s/b/I %-2 DATE COMMENT -I-I35 Cc2" LA-r-JG ra- 7510 3 3 (P ` 2 12-9 0, (,z) 3 6ut ev3 Cie Ut � tocwhicyl FireNotes J_Zee's Plumbing Sc Meating Cl t4chogue N Y_ 119 3 5 (631) 734-5366 Date National Grid Dear Sirs: l The gas piping installed at the- 6 �o.4 j s F�5 `/'13-5 ,c_o,c L4Yve has been tested at 10 psi for 2 hours and passed -the test.System held.No leaks. Respectfully 96 Joseph s Zuhoski ® ✓ D FSI-890 Front(Rev.2111115) D _ - SEP 202016 RK AAgriculture - S2A E aged Markets, BTJdLDING DE NOTICE OINS New York State Department of Agriculture and Markets Division of Food Safety and Inspection 10B Airline Drive, Albany, NY 12235 DATE R;1COUNTY CODE - EST. NO. �{ 19 lal '7 5 OWNER NAME: �-�C��(�(' Ut eW FO-►-wiS TRADE NAME: S EST. ADDRESS: /v Y /R3S An inspection-of your establishment was made today pursuant to provisions of the New York State Agriculture and Markets Law relating to food. A report of the Department's findings will be mailed to you within five working days. The results of the inspection show: ❑ The establishment in substantial compliance in that no critical deficiencies were observed Critical deficiencies which were corrected at time of inspection ❑ Critical deficiencies EST. REP'S NAME (Please print) U TITLE` EST. REP'S SIGNATURE INSPECTOR'S SIGNATUR I.D. # PLEASE NOTE: A critical deficiency is a sanitation or food safety condition that must be corrected immediaf Iy. It may result in the assessment of civil penalties and other action provided by law, including administrative hearing or court action. Article 28 of the New York State Agriculture and Markets Law requires a retail food store to post a copy of the date•and results of its most recent sanitary inspection in a conspicuous location near each public entrance. A retail-food store may comply with this requirement by posting a copy of this Notice of Inspection. If you offer to give any benefit, thing or money to any employee of the Department of Agriculture and Markets,your conduct will be reported to your local police or sheriff's department. Jeffrey T. Butler, P.E., P. m® �( [ 206 Lincoln Street .! Riverhead, New York 11901 5Ep202016 631-208-8850 BUILDINGDWr, Licensed Professional Engineer TOWNOFSOUMOLD September 12, 2016 olsq 'I Town of Southold Building Department Re: 8 Hands Farm, Cutchogue, BP#40891 Dear Sirs: Please note the following concerning this application: i I have inspected structural changes outlined on our drawings pursuant to the NY State Building Code 2010 for this application and fin that the work onforms to the code. je �— � . o I have inspected the domestic hot and cold water supply pipes and the waste pipes and find the work meets the NY State Plumbing Code 2010. ® I have inspected the insulation and find that the insulation installed is consistent , with the ComChecic documentation submitted with this application 7"Ae-e-+- e., "e" -u ? ® I have inspected the fire caulldng and fmd that the work meets or exceeds the requirements in the NY State Building Code 2010. Sincer , J er,P.E. " p F IVB 0 cc 0 07349 ��C? yojlyi Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer D November 14, 2016 V NOV 1 4 2016 ,Town of Southold BUILDING DEPT. Department TOWN OF SOUTHOLD Re: 8 Hands Farm, Cutchogue, BP#40891 Dear Sirs: Please note the following concerning this application: • I have inspected all framing (existing and proposed) outlined on our drawings pursuant to the NY State Building Code 2010 for this application and find that the work conforms to the code. • I have inspected the domestic hot and cold water supply pipes and the waste pipes and find the work meets the NY State Plumbing Code 2010. • I have inspected the insulation and find that the insulation(existing and proposed) is consistent with the ComCheck documentation submitted with this application. • I have inspected the fire caulking and find that the work meets or exceeds the, requirements in the NY State Building Code 2010. r acerely, T. Butler, P,.E! O�a� �VTLS,9 2 c9 W w~ U- LL J HM Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 D 1EQKVF= n V Licensed Professional Engineer JUm — 5 2017 BUMDXNG DI PT• TOWN OF SOUTHOUD June 1, 2017 Town of Southold Building Department 54375 Main Road Southold,NY 11971 Re: 8 Hands Farm—4735 Cox Lane, Cutchogue To Whom It May Concern, I have inspected the retail space and find that the work as described on the plans submitted as part of this application conforms to the NY State Code. If there is anything else we can do to help you process the Certificate of Occupancy please let us know. q tler, P.E. OF co ��EY r e0 n N 4u ®9 0"3493 ��FSS I 0�4 P�� tr. N IMUL,ATION PER ii r Flom _ N MrAIWOlko I OF i 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) 765-1802Planning Board approval FAX: (631) 765-9502 �vSuryey SoutholdTown.NorthFork.ne_ t ' PERMIT No. l 1 Check Septic Form i N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 0 Mail to: L4 ''_ fi_' � Disapproved a/c `L1 i> Phone: Expiration ,20 Building Ins ec APPLICATION FOR BUILDING PERMIT DDate�Z� , 20 MAY 2 7 201 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl to scale.Fee according to schedule. TOVMMion of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months,•from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,.the extension of the permit for an addition six months.,Thereafter, 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. igna r o lie nt name if a corporation) La d� (Mailing address of applicant) "t 111-7 r State whether applicant is owner, lesse , agent; rchitect, engineer,'general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of d orized officer - (Name and tit corporate officer) Builders Licen o. Plumbers ' ense No. Electri 'ans License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 41-5--�� cbz LAI err -rtng::�uIE House Number Street Hamlet County Tax Map No. 1000 Section Block 2, ,„_,-�:;4f;.,Lot Y w= r`';(1,ti �, : Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy&o : 1: ,"C>/AA;i�r I b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 10,0_?n Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ach 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 HeightNumber of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1-3 8. Dimensions of entire new construction: Front Rear r w IDe ' Height Number of Stories �� 1, 9. Size of lot: Front Rear Depth 10. Date of Purchase ame 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 NOXWill excess fill be removed from premises?YES NO 14.Names of Owner of premises D dd S ,�G��ZC:�JC Phone No.514.- SM-5144.Z. Name of Architect ltifr,(L Address 1MlnZ.:� Phone No 4,25l-7Z7" Name of Contractor b ,ng P= Address Phone No.Q4-ZE6--'7f54 I 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$E 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. ! Lk" APFEk_ 66f_- 7DVJLI 6- 6cr7J+1X0 STATE OF NEW YORK) SS: COUNTY OFt being duly sworn,deposes and says chat(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 46 ' (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me this 20� day of 0 INVIA= 'Astge V V 1 ig r o Applicant VA61861 Qualified in Suffolk County Commission Fres Apr1128,2t /,4 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 g Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 320 Single&Separate Storm-Water Assessment Form Contact: Approved 320 Mail to: A l I Disapproved a/c P.0. R04 90 r Sc N\1 Phone:(p3 J-R7 4 -327 n q4o Expiration 20 c- D � �/ L`7��� Builg Inspector Ins ector D AUG 1 7 20#P ION FOR BUILDING PERMIT TOWN DEPT' Date 2( '� 20 1 b y�y QF SOUTHOLD 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 Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the properly have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit 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. + 11� ` Cvdti tc oi oy+� C (Signature of applicant or name,if a corporation) (tu-io key, 9,.4, I M-0 (Mailing address of applicant) - State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signator of duly authorized officer (Name and and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. c 1 k, POU6 1. Location of land on which proposed work will be done- L-1 one: L-1 House Number Street 14amlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration --� Repair Removal Demolition Other Work�,n ,� ( R ad c_�;r e�t 6+r Uv, (Description) 4. Estimated Cost 1,51000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: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 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 Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name,of Contractor Address Phone No. 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 YORK) SS: COUNTY OF e(OVOUrd being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CCtVAra C--O 2 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have perform�the said work and to make and file this application; that all statements contained in this application are true to the best of his knrle t the work will b performed in the manner set forth in the application filed therewith. ? DALE KATHERINE WALSH otg Public, State of New York Registration#01 WA6340064 Sworn to before me this Qualified In Suffolk County VirlN day of , 20� Commission Expi April 11,20 0 o li Signature of Applicant �y $ �`�v��` BOARD MEMBERS - 0� QUT Southold Town Hall 'Q Leslie Kanes Weisman,Chairperson O�� y�l 53095 Main Road•P.O.Box 1179 ti O Southold,NY 11971-0959 > Office Location: Gerard P.Goehringer v, Town Annex/First Floor,Capital One Bank George Homing • �Aaa�OQ 54375 Main Road(at Youngs Avenue) Ken Schneiderl�CO(l Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINA rObi MAR 2 8 2013 MEETING OF MARCH 21,2013 II -- � f ZBA FILE: 6625 - -- NAME OF APPLICANT:Harbor View Farm, LLC,d/b/a 8 Hands PROPERTY LOCATION: 5000 Cox Lane,Cutchogue,NY. SCTM#1000-96-2-10.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 20, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is located in the AC zone and is improved with a two story dwelling with attached deck,accessory garage,two accessory sheds and a barn. It contains 25.7 acres of land labeled development rights easement and 80,000 sq. ft. of land labeled reserved area.The reserved area contains all the current improvements. It has 764.38 feet of frontage on Cox's Lane, 1,066.26 feet along the western property line, 1,301.46 feet along the southern property line, 529.80 feet along the eastern property line, then the property jogs with 562.18 feet along the northern property line and then 616.16 feet along the eastern property line to form an "L" shaped parcel. As shown on the survey prepared by Peconic Surveyors, P.C., John T.Metzger, LLS, dated January 10, 2007,certifications added January 26, 2007. BASIS OF APPLICATION: Request for Variance from Chapter 72, Article II, 72-5 (B), 72-6 (1 & 3) and the Building Inspector's October 17,2012,updated January 8, 2013 Notice of Disapproval based on an application for building permit to convert a portion of an existing barn to a farm stand, at; 1)less than the code required setback of 50 feet from the road,2)the criteria of bona fide agricultural production has not been shown. RELIEF REQUESTED: The applicant requests variances to convert a portion of the existing barn to a farm stand with the existing front yard setback of 17 feet from Cox's Lane, where the code requires a permanent farm stand structure be set back at-least 50 feet from the road.Additionally, it was determined by the Building Department that the applicant did not show that they meet the criteria of bona fide agricultural production. ADDITIONAL INFORMATION: The Zoning Board requested comments from the Planning Board. In a memo dated January 29, 2013, the Planning Board stated that it supports the granting of the variance applied for because the proposal is consistent with the Town's Comprehensive Plan goal of supporting and maintaining agriculture r j^ t Page 2 of 3—March 21,2013 ZBA File#6625—Harbor View Farm,LLC SCTM: 1000-70-13-20 7 which the applicant will be furthering by proposing to converting an existing agricultural building to a new agricultural use. Additionally, the Zoning Board received a copy of a letter to the applicant/land owner dated February 7,2013 from the Land Preservation Committee approving the applicant's request to construct a new 60 ft. x 120 ft. Morton barn building in the Town's preserved easement area to house farm animals interconnected to the farm stand use. During the public hearing the adjacent landowner voiced concerns about potential traffic impacts of the proposed farm stand and access by the public to the property. These concerns were addressed to the neighbor's satisfaction at the hearing.Another neighbor spoke in favor of the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7,2013 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. The operation provided sufficient evidence to the Board to illustrate that the farm is bona fide agricultural production The threshold issue before the Board is whether this operation qualifies as "bona fide agricultural production" within the context of Chapter 72 "Agricultural Uses" of the Town Code. At the public hearing the applicants testified that they have already planted the subject property in forage which would yield $40,000+/- in hay sales; their current flock of sheep is valued at$22,000 and that once lambing has occurred this Spring up to an additional 10 sheep (total 70) will add a value of$41,000. Moreover, sales from wool are expected to yield $10,000. They also plan to plant about 2 acres on their residual property in vegetables for farm stand sales, and eventually sell their own cheese products as well as wool and yarn. A records search has found that the previous owner of the subject parcel received an agricultural assessment from the Town in 2008, verifying that the land had been in agricultural production for more than 2 years prior to transfer to the applicant. II.Area Variance for the Farm Stand 1. Town Law t 267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The properties along Cox Lane are primarily in agricultural use, some improved with farm houses similar to the applicant's parcel. The subject parcel and barn have historically been used for agriculture. The applicant is currently operating a sheep farm on another property and plans to move to the subject property with their herd.The proposed farm stand will operate in a portion of a barn that already exists and there is ample room for safe parking in an area off the road adjacent to the barn. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The farm stand is proposed in a portion of an existing barn. To expect the applicant to construct a farm stand in a conforming location would be a financial hardship and would eliminate additional land that is proposed for harvest. 3. Town Law &267-b(3)N(3). The variance for the front yard setback granted herein is mathematically substantial, representing 66% relief from the code. However, the barn has been existing in the current- location since prior to zoning without any detriment to the area and has a Pre-CO dated January 8, 1992. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.The t Page 3 of 3—March 21,2013 ZBA FileH6625—Harbor View Farm,LLC SCTM; 1000-70-13-20 7 applicant must comply with Chapter 236 of the Town's Storm Water Management Code. The off street parking area is proposed of permeable material. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created. The barn in which the proposed farm stand is to be located has been in its current location since prior to zoning. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a farm stand while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Goehringer, and duly carried,to GRANT, the variances as applied for, and shown on the survey prepared by Peconic Surveyors, P.C., John T. Metzger, LLS, dated January 10, 2007, certifications added January 26, 2007, and the three page hand drawn building plans date stamped by the Zoning Board on January 9,2013. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action- The ctionThe Board reserves the right to substitute a similar design that is de minima in nature for an alteration that does not increase the degree of nonconformity Vote of the Board Ayes. Members: Weisman(Chairperson), Goehringer,Horning,Schneider. This Resolution was duly adopted(4-0). Leslie Kanes Weisman,Chairperson Approved for filing /2013 MAILING ADDRESS: `L J PLANNING BOARD MEMBERS Of soon P.O.Box 1179 DONALD J.WILCENSKI �o�� y�lO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor.Main Rd.&Youngs Ave.) MARTIN H.SIDOR OI��DUNl�,� Southold,NY ull i' P Telephone:631765-1938 Fax:631765-3136 PLANNING BOARD OFFICE TOWN OF'SOUTHOLD April 9, 2013 Mr. Thomas Geppel 450 Harbor View Avenue Mattituck, NY 11952 Re: Approval -Proposed Site Pian for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Dear Mr. Geppel: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 8, 2013: WHEREAS, this site plan is for the proposed construction of a 60' x 120' (7,200 s.f.) metal barn on a 25.69 acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 s.f. barn to a farm stand on the adjacent 1.84 acre reserved parcel that includes a two-story dwelling in the A-C Zone, Cutchogue; and WHEREAS, on January 16, 2013, Thomas Geppel, owner, submitted an application for site plan review; and WHEREAS, on February 7, 2013, the Southold Town Land Preservation Committee reviewed the above-referenced application for a 60'x 120' Morton-style building to be located within the area of the property subject to a Town Development Rights Easement. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production, and as such, the application was approved as follows: (1) construction of a 60'x 120' Morton-style building to be located within the easement area, approximately 200'from Cox's Lane, as shown on the sketch submitted January 8, 2013; (2) building use is for animal housing, storage of hay and agricultural equipment and; (3) installation of two (2) 10'x 10' drywells with 8'6" effective depth in area sketched on survey; and WHEREAS, on February 11, 2013, the Planning Board formally accepted the agricultural application for review with revisions; and 8 Hands Farm Page Two April 9, 2013 WHEREAS, on February 14, 2013, the applicant submitted the required revisions to the site plan; and WHEREAS, on February 15, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type 11 Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to SEQRA review; and WHEREAS, on February 27, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 27, 2013, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 8, 2013, the Southold Town Architectural Review Committee reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on March 18, 2013, a public hearing was held and closed; and WHEREAS, on March 20, 2013, the Southold Town Engineer reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on March 21, 2013, the Southold Town Zoning Board of Appeals reviewed the application and request for variances, whereby granting the variances as applied for with no conditions in conjunction with the site plan dated January 10, 2007, prepared by Thomas Geppel; and WHEREAS, on March 25, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on March 26, 2013, the Suffolk County Planning Commission deemed the site plan application a matter for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on April 8, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed site plan as a permitted use in the A-C Zoning District; and 8 Hands Farm Page Three April 9, 2013 WHEREAS, on April 8, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "8 Hands Farm", hand-illustrated on a surrey for SCTM#1000-96.-2-10.2 dated January 10, 2007, last revised January 26, 2007, stamped received in the Planning Department on February 14, 2013 and authorizes the Chairman to endorse the site plan including the following eleven (11) pages: 1. Page 1: General Site Plan, stamped received February 14, 2013 2. Page 2: Detailed Plan of Farm Stand and Parking, stamped received March 27, 2013 3. Page 3: Renderings of Farm Stand, stamped received January 16, 2013 4. Page 4: Floor Plan for Farm Stand, stamped received January 16, 2013 5. Page 5: Floor Plan for 60'x 120' Barn, stamped received January 16, 2013 6. Page 6: Building Elevations from Southwest for 60'x 120' Barn, stamped received January 16, 2013 7. Page 7: Building Elevations from Northeast for 60'x 120' Barn, stamped received January 16, 2013 8. Page 8: Sign Light Fixture Cut Sheet 9. Page 9: Sign Light Fixture Photometric Data 10.Page 10: Wall Mount Fixture Cut Sheet 11.Page 11: Wall Mount Fixture Photometric Data Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 8 Hands Farm Page Four April 9, 2013 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Alcensla Chairman Encl. cc: Building Dept. w/map Town Engineer w/map lY 1. Approval Resolution 4 Pages OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex SOUry� P_O.Box 1179 54375 State Route 25 �Q l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave_) Southold,NY a Telephone:631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE DD TOWN OF SOUTHOLD APR e 6 2096 April 5, 2016 BU LDINGDEPT. TOWN OF SOUTHOLD Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval - Proposed Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 Zoning District: AC f lb• 1 Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 4,'2016: WHEREAS, this Amended Site Plan is for the proposed construction of a 24 x 42 (1,008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10 x 12 breezeway and add kitchen and bathrooms to the existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue; and WHEREAS, on October 30, 2014, William Kelly, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on November 17, 2014, the Planning Board formally accepted the application as complete for review; and WHEREAS, on November 17, 2014, the Southold Town Planning Board, pursuant to State Environmental Quality Review-Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action'is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(3) agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming. The action is for the construction of a 24' x 42' (1;008 sq. ft.) metal cheese making building accessory to an existing farm operation including livestock production, general farming and a farm stand;-and WHEREAS, on November 19, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and MAILING ADDRESS: PLANNING BOARD MEMBERS _.` of S®U,. P.O. Box 1179 x DONALD J.WILCENSKI ��� y�lo Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G ® 0 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR nil Southold,Southold, NY Telephone: 631 765-1938 www.southoldtow-rmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 20, 2017 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approved - Amended Site Plan for 8 Hands Farm 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutchogue SCTM#1000-96-2-10.2 4-- ip• 1 Dear Mr. Kelly: The Planning Board has found that the requirements of the above-referenced Site Plan and the single item required in the January 10, 2017 Planning Board letter, have been completed based on the storm water certification provided by Jeffrey T. Butler, P.E. submitted March 30, 2017. The site is now in conformance with the Approved Site Plan entitled "8 Hands Farm," prepared by Jeffrey T. Butler P.E., dated October 20, 2014 and last revised March 25, 2016. 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, D [EC125'V[Z Q Donald J. Wilcenski Chairman APR 2 ® 2017 cc: Michael Verity, Chief Building Inspector BUILDINGDEPT. Jamie Richter, Town Engineer TOWN OF SOUTHOLD i - o��OF SOplyol Town Hall Annex Telephone(631)765-1302 54375 Main Road cls (631)765-g5 ; P.O.Box 1179 G • O roper.dchertrc town.soUt�olU.ny.us 1 Southold,NY 11971-0959 �Q �y�011(ili'I�� BUILDING DEPARTMENT ----TOWN OF SOUTHOLD-- APPLICATION FOR ELECTRICAL INSPECTION 3 t REQUESTED BY. ��9 � Date: Company Name: Name: I License No.: / )44 F. . Address: 6w,-g � Gl�.�}O.T,v� Phone No.: JOBSITE INFORMATION: (*Indicates required information) 3 *Name: Ztdw �TUd2yLIi}11' GLC I *Address: *Cross Street: *Phone No.: F Permit No.: 4eo Tax-Map District: '1000 Section: Block: Lot: ; *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: ES NO Rough in Final *Do you need a Temp Certificate: YES 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 Service Overhead i Additional Information: PAYMENT DUE WITH APPLICATION l • ; I 82-Request for Inspection Form I f w �r TOWN OF SOUTHOLD PROPERTY RECORD CARD - c� C�-'�j��.��-' `a' -- _ --•------ -- .__ —' p I ST. SUB. LOT aks ih i- — -- --- STREET VILLAGE REMARKS AC1 y — -•-- ,�,,, R. � TYPE OF SLD. �f4 LASS 'la^'a Wo"Coa to zJ LANA Epp TOTAL DATE _ 3 to�t'�. Nldc�tti tc i..a�sd# t r-d L .� !( c �'} _ -I +may o�TT pQ S 1 O 3 i '' t i-L.4 7;� 71 >01 `?J Q V - .. 4las37- r C,-.es I T ZLo V't12 m q ..r SCS b m 10 , Lo - -- m Lo W FRONTAGE ON WATER TILLABLE m —_ - - - - - -- WOODLAND ' C FRONTAGE ON ROAD - -_— I- N pEPTI-I MEADOWLAND BULKHEAD HOUSEILOT � RC` m TOTAL IL TOWN OF SOUTHOLQ PROPERTY RECORD CAD w STREET VILLAGE DIST. SUB. LOT OWNER - a_ , e -T 1 0 (1-& FORMER OWNER E A R. —le 4- � l �• LI yar' '- A.r. � ' �j r� -�-- S ir WTYPE OF BUILDING V' r f�f`E.`�`F-� '�/r C Z -�r1 r/�i • ` ��!'aPtit+J,l` . RES. `Q ' SEAS. VL. FARM ::14p COMM. CB. MICS. t. Value I fV4E . TOTAL DATELo REMARKS e 2 y 7! +fa•r e.k 7�d ale'+ �� sb �,+. Q� f LoLAND �� a arf� � a Q� r [��� � d f ex 2 Fad Ta S* ie `�`t- �wrc 0 It ,y �-� Jr"/ 11?=� �� -f 4'R 2 $ U D 1�r it F G. 5"oa f3 1°•h'.�} . � `r- a y 0a , /30 � ,� — .. . -. 00 7.6 00 r,� J O � ..'l' U��1 �. �r• `7`•' 'o--.O h - ,� j 1 v Zd f S�-3 Lo BUILDIN CONDITION Lr)Lo E r m NEW } HO L4 BE s B )V lz► !r rr �� (QUO �. -- clue `° _ x Acre � Value Per//o Ga S/� e�� �6b f-7 FARM� /a:�•� Z G �o S !f �� 7,b 00 - FRONTAGE ON WATER 6/)/F3e �"J' `�` � �f 7 � Til lobl�SuvP U130� J _ FRONTAGE ON ROAD r f C� rr.f ►r�r (oz'="n Woodla" 1� rr �2od �t 3 1 DEPTH !? r L r r Zc-D r r f 04 � N BULKHEAD _ _ 4 A ,Aum S6= 3 i • - I : l l�eas� l 4 �o - 4� 7- FRIM a-1 14 / 7,6 4�_.. • � I I LO U) � I I LO -J 96.-2-10.1 morton 10/2016 , I I M. Bldg Alit E � y�5� olCr� s •r � ' I ' Extension ? x y e j -$ S� e 00 Extension Extension 3 y l Foundation c3 Bath I Dinette LO NPorch _ 14 ja Basement - ART Floors } ;; K. . SQ ,Ext. Walls �� Interior Finish 1 , , LR. CLOOct1 t� �I` 'f'�� ! L .aS `7 �t 1 a T? t .G. iFire Place ", p Heat LJ DR. M Gare g e r Type Root I Rooms is# Floor S BR. x r, _ „ I a 39' ' �/4y �y//wf 3 s ;fes 'Recreation Room Rooms 2nd Floor FIN. B 76 A 26 r �J/ F bV ! r I Dor ` Driveway i 0. B. K ; � ; ,� at, Total 1 v'j A _? j --:z 5*24 m �4Li 8 Hands Farm Ag Kitchen 8 Hands Farm is installing an AG & Markets 20C production kitchen. This kitchen will be used to add value to the existing products of the farm. In order to become financially viable, it is necessary for the farm to utilize and prepare its products in a variety of ways to increase sales. Specifically, with the addition of this 20C kitchen, the farm is planning the following: 8 Hands Farm WILL via its farm kitchen: - Butcher its USDA processed meats for sale on premises; - Prepare roasts and trussed chickens for home cooking; - Preserve produce from garden (via canning and refrigeration); - Make chicken, lamb, and beef stock; - Make egg pasta with farm eggs; - Prepare refrigerated food to be consumed or further prepared at home (e.g., egg salad, pesto, tomato sauce, pate, roasted beet salad, coddled eggs, etc.); and - Prepare charcuterie and other dry aged products. 8 Hands Farm WILL NOT via its farm kitchen: - Provide food or table service; - Provide restaurant type services; or - Provide catering services. With its AG & Markets 20C kitchen, 8 Hands Farm will not operate under any different guidelines/rules than other farms on the East End that have a 20C kitchen. Examples would include Sang Lee Farms and Harb,es Farm. In Riverhead, there is Goodale Farms and Garden of Eve that both have 20C kitchens. �� 19C[EU a JUL 2 6 2016 I;U"MG DEPT. TOWN OF SOUMOW SOUTH,®l - � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �olyCOUNTI,� � December 5, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD LIV2MAX LLC c/o Carol Festa PO Box 792 Mattituck NY 11952 Re: 4735 Cox Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. IFinal Health Department Approval. �� ,Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892)MIOL Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. -Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40891 - Alterations Bunch, Connie From: Bunch, Connie Sent: Wednesday, May 24, 2017 11:18 AM To: 'harkenconstruction@gmail.com' Subject: 8 Hands Farm RE: BP#40891,4735 Cox Lane, Cutchogue Before the Certificate of Occupancy can be issued for this permit we need the following per Michael Verity: Planning Board approval for the retail space (Brian from the Planning Dept will be talking to the board members to see if they will issue a letter approving this retail space) I will let you know after I hear from him. A diminimus letter is required from the Southold Town Zoning Board of Appeals regarding the retail space.Their phone number.is 631-765-1809 and they can explain how to do that. And the architect or engineer must certify that all construction for that retail space was done according to New York State code. Thank you, Connie 1 Bunch, Connie From: Cummings, Brian A. Sent: Tuesday,August 15, 2017 3:48 PM To: Bunch, Connie �. Subject: RE: LIV21VIAX farmers market Hi Connie, Sorry this has lingered,we've been swamped, I'll have something within the next couple of days.Thank you for your patience. Brian �l Brian A. Cummings, Planner l� Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.ny.us From: Bunch, Connie Sent: Tuesday, August 08, 2017 9:59 AM To: Cummings, Brian A. Subject: LIV2MAX farmers market Any word on the farmers market I spoke with you about? 96-2-10.1—They have been issued a deminimus letter from the Zoning Board.They are anxious for the C/O but we need something from your department first. Thanks Connie �� 1 ^rt i COMcheck Software Version 4.0.2.1 Envelope Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: 8 Hands Farm Location: Suffolk County, New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 9% Construction Site: Owner/Agent: Designer/Contractor: 4735 Cox Lane Morton Buildings Jeffrey T. Butler, P.E., P.C. Cutchogue, NY 22355 Cox Lane 206 Lincoln Street Cutchogue, NY 11935 New York, NY 11901 631.208.8850 Building Area Floor Area 1-Commerical Kitchen(Retail) : Nonresidential 1384 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Roof 1:Insulation Entirely Above Deck,[Bldg.Use 1 -Commerical 1380 --- 30.0 0.032 0.039 Kitchen] Exterior Wall 1:Wood-Framed,24"o.c.,[Bldg.Use 1 -Commerical 1600 20.0 20.0 0.026 0.064 Kitchen] Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Perf.Type: 42 --- --- 0.800 0.770 Energy code default,Double Pane with Low-E,Clear,SHGC 0.70, [Bldg.Use 1 -Commerical Kitchen] Window 1:Metal Frame with Thermal Break:Fixed,Perf.Type:Energy 95 --- --- 0.650 0.380 code default,Double Pane with Low-E,Clear,SHGC 0.70,[Bldg.Use 1 -Commerical Kitchen] Floor 1:Slab-On-Grade:Unheated,Horizontal with vertical>=4 ft., 1380 --- 3.5 0.260 0.441 [Bldg.Use 1 -Commerical Kitchen](b) (a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 1 of 15 'i gggft rz Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted r' application.The proposed envelope systems have been designed to meet the 2014 New York Energy r� tion Code requirements in COMcheck Version 4.0.2.1 and to comply with the mandatory requirements li nWe klist. WOL 6 % Name-Title * e Date 1 � NO ®�NEW�® Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 2 of 15 COMcheck Software Version 4.0.2.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: '8 Hands Farm Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 4735 Cox Lane Morton Buildings Jeffrey T. Butler, P.E., P.C. Cutchogue, NY 22355 Cox Lane 206 Lincoln Street Cutchogue, NY 11935 New York, NY 11901 631.208.8850 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Commerical Kitchen(Retail) 1384 1 .39 1938 Total Allowed Watts= 1938 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-Commerical Kitchen (Retail) Linear Fluorescent 1:48"T8 32W(Super T8):Electronic: 4 17 32 544 Total Proposed Watts= 544 o 0 Interior Lighting Compliance Statement Compliance Statement: The proposed Jnterior 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 4.0.2.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 3 of 15 e* COMcheck Software Version 4.0.2.1 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: 8 Hands Farm Project Type: New Construction Exterior Lighting Zone 2(Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 4735 Cox Lane Morton Buildings Jeffrey T. Butler, P.E., P.C. Cutchogue, NY 22355 Cox Lane 206 Lincoln Street Cutchogue, NY 11935 New York, NY 11901 631.208.8850 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) 4 ft of door 20 Yes 80 Total Tradable Watts(a)= 80 Total Allowed Watts= 80 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 (4 It of door width):Tradable Wattage LED 1:LED PAR 10W: 1 2 8 16 Total Tradable Proposed Watts= 16 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 4.0.2.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 4 of 15 COMcheck Software Version 4.0.2.1 Mechanical Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: 8 Hands Farm Location: Suffolk County, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 4735 Cox Lane Morton Buildings Jeffrey T. Butler, P.E., P.C. Cutchogue, NY 22355 Cox Lane 206 Lincoln Street Cutchogue, NY 11935 New York, NY 11901 631.208.8850 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Mechanical Systems List Quantity System Type&Description 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 4.0.2.1 and to comply with the mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 5 of 15 COMcheck Software Version 4.0.2.1 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Connplies? Comments/Assumptions. & RegalD- C103.2 ;Plans and/or specifications provide all ;❑Complies ; [PR1]1 :information with which compliance :❑Does Not :can be determined for the building ❑Not Observable; ,envelope and document where ; exceptions to the standard are ;❑Not Applicable ; jclaimed. C103.2 ;Plans,specifications, and/or ;❑Complies ; [PR4]1 !calculations provide all information ❑Does Not with which compliance can be determined for the interior lighting I❑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 ; control devices. C103.2 ;Plans,specifications, and/or ;❑Complies [PR8]1 :calculations provide all information ❑Does Not :with which compliance can be IONot Observable; ,determined for the exterior lighting , ,and 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, i C406 ;Plans,specifications,and/or ;❑Complies [PR9]1 :calculations provide all information PDoes Not :with which compliance can be determined for the additional energy ;❑Not Observable :efficiency package options. ;❑Not Applicable ; C402.3.1 ;Vertical fenestration area <= 30 ;❑Complies [PR10]1 !percent of the gross above-grade wall :❑Does Not area. ;❑Not Observable: ❑Not Applicable C402.3.1 ;Skylight area <= 3 percent of the ;[]Complies [PRl1]1 :gross roof area. ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2& Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 6 of 15 '_Section # Plan Review Cm Complies? Comments/Assuptions & Re JD'' ' C402.3.2 ;Inenclosedspaces> 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 ;storage, gymnasium/exercise center, �❑Not Applicable ;convention center, automotive ,service, manufacturing, non- ; refrigerated warehouse, retail store, I I ;distribution/sorting area, transportation, or workshop,the following requirements apply: (a)the 1 daylight zone under skylights is >_ half the floor area; (b)the skylight ; area to daylight zone is>= 3 percent I :with a skylight VT>= 0.40; or a ;minimum skylight effective aperture I>= 1 percent. ; 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 between 8 am and 4 pm. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) r2,> Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 7 of 15 Section FoiPtirng,/,.Foundation. .Plans Verified Field Verified. # Ins�eCtion Value Value. Complies? Cornmerits/Assumptions & Re+q.l® 6402:2;6, ,Slab edge insulation R-value. R- R- I❑Complies ,See the Envelope Assemblies F03 ?`' table for values. [ • ] ','. ;❑ Unheated I❑ Unheated ;❑Does Not ❑ Heated ❑ Heated ❑Not Observable i 1 ❑Not Applicable i i 1 i 1 i 1 1 C303.2 idSlab edge insulation installed per ; j❑Complies [F041, °_ manufacturer's instructions. I„ EIDoes Not p ;❑Not Observable ; =❑Not Applicable C402:2ii N,;Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [F05]?M `"Idepth/length. Slab insulation ❑Does Not ;table for values. -4 "' ?extending away from building is l ;covered by pavement or>= 10 ;❑Not Observable ,inches of soil. ;❑Not Applicable C403.2.7, IExterior insulation protected . :a❑Complies C408.2.8, against damage,sunlight, '❑Does Not C404.5 !moisture,wind, landscaping and ¢,v [F06]1 ;equipment maintenance ;[-]Not Observable I .activities. ❑Not Applicable ; C402:2:8 "`;Bottom surface of floor structures . ;❑Complies ;See the Envelope Assemblies [F012]3-' ;incorporating radiant heating ,. UDoes Not ;table for values. jinsulated to >=R-3.5. ❑Not Observable € ?❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 8 of 15 Sectioro Plans:Verified Field Verified # Framing/.Rough-In Inspection Complies? CommentslAssumptions & RegJD` :. Value _Value C402.4.1, ;The building envelope contains a ' , '.3❑Complies ; C402.4.2 :continuous air barrier that is ❑Does Not [FR16]1 ;sealed in an approved manner I - and either constructed or tested ; ;[-]Not Observable lin an approved manner.Air I: i❑Not Applicable ; ;barrier penetrations are sealed in E ,an approved manner. 0402.,4':3; 1 Factory-,built fenestration and ❑Complies ; G402.4.4',=;:doors are labeled as meeting air !. y ❑Does Not [FR18]3,' ;leakage requirements. ❑Not Observable ; i❑Not Applicable C402.4.7;';Vestibules are installed on all . u. I❑Complies [FR17]3 :building entrances. Doors have i ❑Does Not Iself-closing devices. ,. ;❑Not Observable ; ❑Not Applicable 0402.3.3, ;Vertical fenestration U-Factor. U- U- ;❑Complies ;See the Envelope Assemblies C402.3.4 r I I❑Does Not ;table for values. I , I I [FR8]1 i I I❑Not Observable ❑Not Applicable C402.3.3 ;Vertical fenestration SHGC value. ; SHGC: SHGC: I❑Complies ;See the Envelope Assemblies [FR10]1 i ;❑ I table for values. Does Not ❑Not Observable ❑Not Applicable C303.1.3 ,I Fenestration products rated in ;❑Complies [FR1-2]? :accordance with NFRC. i❑Does Not ❑Not Observable 3❑Not Applicable I 0303.1.3 ;Fenestration products are r. I❑Complies [FR13]1 :certified as to performance labels ;❑Does Not !or certificates provided. I I❑Not Observable ❑Not Applicable C402 2,7``r;U-factor of opaque doors U- U- ;❑Complies ;See the Envelope Assemblies [FR14]?.,w<.:associated with the building ging ;❑ Swinging ;❑Does Not :table for values. ;thermal envelope meets ;❑ Nonswinging :❑ Nonswinging ;❑Not Observable requirements. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 9 of 15 Section # ; Mechaniical__Rough-in Inspection Complies? Comments/Assumptions & Req:ID 0402 Stair and elevator shaft vents have ;❑Complies ; motorized dampers that automatically :❑Does Not close. 1❑Not Observable; ❑Not Applicable C4024.5.,',Outdoor air and exhaust systems have;❑Complies motorized dampers that automatically 1❑Does Not [,ME58]3�,< shut when not in use and meet ; ;maximum leakage rates.Check ❑Not Observable, ";,-gravity dampers where allowed. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) '7 Medium Impact(Tier 2) Ir-,,3",l Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 10 of 15 Section # Rough-in Electrical Inspection Complies? Comments/Assumptions C40;;.2:2. ,;Automatic controls to shut off all ;❑Complies 1,,:; ' , :,.I'',building lighting installed in all :❑Does Not [EL 221 . °` buildings. 1❑Not Observable: ❑Not Applicable 0405.2;1:, dridepenclent lighting controls installed ;❑Complies ; ':,','Per approved lighting plans and all ❑Does Not [EL23]2"-l„.:manual controls readily accessible arid:❑Not Observable visible to occupants. ; ❑Not Applicable C405.2.1. :Lighting controls installed to uniformly;❑Complies ; 2 reduce the lighting load by at least 1❑Does Not [EL15]1 150°/x. I f ;❑Not Observable; ❑Not Applicable C405:2.2':.�Daylight zones provided with I❑Complies individual controls that control the :❑Does Not [EC16F, _ ;lights independent of general area : ;,,:lighting. ,❑Not Observable, ❑Not Applicable ; C405.2.3 '.;Sleeping units have at least one ;❑Complies [EL17]3" master switch at the main entry door {❑Does Not ,".that controls wired luminaires and ;switched receptacles. !❑Not Observable :❑Not Applicable I C405.2.2. ;Occupancy sensors installed in ;❑Complies ; 2 required spaces. ;❑Does Not [EL18]1 :[-]Not Observable: ❑Not Applicable C405.2.2. ;,Primary sidelighted areas are I❑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 1❑Does Not [EL21]1 :are equipped with required lighting lcontrols. r❑Not Observable, ❑Not Applicable C405.2.4.;.;Automatic lighting controls for exterior;❑Complies [EL25]2 'lighting installed. UDoes Not ..i r r ;=tl ;❑Not Observable; ❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 specific uses installed per approved C❑Does Not lighting plans. iI ❑Not Observable, ❑Not Applicable C405.4 !Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 !face. ;❑Does Not r r ❑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: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 11 of 15 I High Impact(Tier 1) 2.; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 12 of 15 Section'; Plans Verified Field Verified # Insulation Inspection Complies? 'Comments/Assufnptions & Itsq.l® Value, Value C402.4.1. ;All sources of air leakage in the ;❑Complies 1 building thermal envelope are , a❑Does Not [IN1]1 :sealed, caulked, gasketed, i :weather stripped or wrapped with ❑Not Observable ; ;moisture vapor-permeable ❑Not Applicable :wrapping material to minimize air{. 3 leakage. ( f 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 E] Attic :❑Not Applicable : 1 I 1 C f 1 1 f 1 1 C303.2 (Roof insulation installed per u, I❑Complies [IN3]1 ❑Does Not manufacturer's instructions. ; _ � :Blown or poured loose-fill i 3 Iinsulation is installed only where " ., ❑Not Observable :the roof slope is <=3 in 12. : I❑Not Applicable C303.2 ;Above-grade wall insulation I ";❑Complies : [IN7]1 installed per manufacturer's ❑Does Not instructions. I ;❑Not Observable I F ;❑Not Applicable 12402`Z5 '!Floor insulation R-value. ; R- I R- ;❑Complies ;Seethe Envelope Assemblies [1N8] `' '' 'table for values. ;❑ Mass ;El Mass ;❑Does Not ❑ Steel ❑ Steel ;❑Not Observable ❑ Wood :❑ Wood :❑Not Applicable C$03 ff' `Building envelope insulation is ❑Complies [IN10]? :'"eR labeled with R-value or insulation ; 0Does Not certificate providing R-value and ' `#❑Not Observable ' w>;other relevant data. I❑Not Applicable 6303 ;;Exterior insulation is protected „ µ ` ❑Complies ; [IN141?, `from damage with a protective 4 ❑Does Not material.Verification for exposed ?' ; ;;foundation insulation may need ;❑Not Observable =Ito occur during Foundation : J❑Not Applicable ; (Inspection. ;> 6402.2.1 Insulation intended to meet the ;❑Complies ; [INl7]3"_.-':roof insulation requirements I❑Does Not ;cannot be installed on top of a x. :suspended ceiling. Mark this ;"` ❑Not Observable =1 requirement compliant if ❑Not Applicable insulation is installed accordingly.! } Additional Comments/Assumptions: 1 High Impact(Tier 1) 1,Z I Medium impact(Tier 2) 1 Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 13 of 15 $ectlon # Final Inspection Complies? Comments/Assumptions &Req.lb C402.4.6 Meatherseals installed on'all loading ;❑Complies [FI37]1 dock cargo doors. ;❑Does Not ;❑Not Observable; ❑Not Applicable C402.4,A,,';Recessed luminaires in thermal ;❑Complies ; [FI26]3, envelope to limit infiltration and be IC ❑Does Not :rated and labeled. Seal between rinterior finish and luminaire housing. ;❑Not Observable " ;❑Not Applicable C408 2.5..,J Furnished as-built drawings for ;❑Complies ; 1.! 'electric power systems within 30 days !❑Does Not [EIT6]3f. -:;of system acceptance. ;❑Not Observable; ❑Not Applicable C303.3,G4 Furnished O&M instructions for ;❑Complies ; 08.2':5:2-' systems and equipment to the E❑Does Not [FI17]3 ., building owner or designated ❑Not Observable; representative. ❑Not Applicable + r 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 ; I 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. [FI19]1 with what is shown on the approved :❑Does Not lighting plans, demonstrating proposed watts are less than or equal ;❑Not Observable Ito allowed watts. ;❑Not Applicable ; C408.3 ;Lighting systems have been tested to ;❑Complies ; [FI33]1 censure proper calibration, adjustment, ❑Does Not programming, and operation. r ❑Not Observable; ❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies ; [FI48]1 ensure proper calibration, adjustment, :❑Does Not :programming, and operation. ;❑Not Observable; ❑Not Applicable C406 'Efficient HVAC performance, efficient ;❑Complies [F[34]1 :lighting system, or on-site supply of :❑Does Not ;renewable energy consistent with ;what is shown the approved plans. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 14 of 15 Project Title: 8 Hands Farm Report date: 05/25/16 Data filename: \\vmware-host\Shared Folders\Desktop\8 Hands Kitchen.cck Page 15 of 15 COMcheck Software Version 4.0.3.0 Envelope Compliance Certificate Project Information D [Ec�D'V[E Energy Code- 2014 New York Energy Conservation Construction Co DD Protect Title 8 HANDS FARM Location Suffolk County, New York NOV 1 4 2016 Climate Zone 4a Protect Type- Alteration BUILDING DEPT. Glazing/Wall Area 5% Permit Date 7-16 TOWN OF SOUTHOLD Construction Site. Owner/Agent Designer/Contractor 4735 COX LANE Jeffrey Butler, P.E. CUTCHOGUE, NY Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 631-208-8850 Building Area Floor Area 1-Retail: Nonresidential 2050 2-Retail: Nonresidential 1380 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Retail], --- --- --- --- --- --- Exemption:Framing cavity filled with insulation. Roof 2 Attic Roof with Wood Joists,[Bldg Use 2-Retail], --- --- --- --- --- --- Exemption:Framing cavity filled with insulation. Exterior Wall 1:Wood-Framed,24"o.c,[Bldg.Use 1 -Retail], --- --- --- --- --- --- Exemption:Framing cavity filled with insulation. Window 1 Vinyl/Fiberglass Frame:Operable,Tinted,Operable, --- --- 0 300 -- 0 450 0 400 Operable,[Bldg.Use 1-Retail] Window 2•Vinyl/Fiberglass Frame:Operable,Other,Operable, --- --- 0 300 --- 0 450 0 400 Operable,[Bldg.Use 1-Retail] Exterior Wall 2.Wood-Framed,24"o.c.,[Bldg.Use 2-Retail], --- --- --- --- --- --- Exemption:Framing cavity filled with insulation. Floor 1:Slab-On-Grade:Unheated,[Bldg.Use 1 -Retail] --- 35 0 286 --- 0 550 --- Floor 2:Slab-On-Grade:Unheated,[Bldg.Use 2-Retail] --- 35 0 286 --- 0 550 --- (a)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Project Title: 8 HANDS FARM J Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\ eck\8 HANDS FARM.cck Page 1 of 17 Envelope Compliance Statement Compliance Statement. The proposed envelope alteration project 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 4.0.3.0 and to comply with the mandatory requirements listed in the In ection Checi Name-Title J e Date �pF NEIV �r m ,7,. . ' w ZN 2 Ln 073493 gCFESSION�� Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 2 of 17- COMcheck Software Version 4.0.3.0 Interior Lighting Compliance Certificate Project Information Energy Code 2014 New York Energy Conservation Construction Code Project Title 8 HANDS FARM Project Type: Alteration Permit Date: 7-16 Construction Site: Owner/Agent: Designer/Contractor. 4735 COX LANE Jeffrey Butler, P.E. CUTCHOGUE, NY Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 631-208-8850 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/M (B X C) 11-Retail-Sales area.Exempt 2-Common Space Types-Food preparation 1380 1 19 1656 Total Allowed Watts= 1656 Area Category Exemption Qualifications #Fixtures Total#Watts Activity Area Pre-Alt. Repl./Added Pre-Alt. Post-Alt. Retail Sales area(2050 sq.ft.) 500.000 500 000 Exemption:Replacement of bulbs and ballasts only 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. Retail-Sales area(2050 sq ft) Exempt Common Space Types:Food preparation(1380 sq.ft) Linear Fluorescent 1 48"T8 25W(Super T8) Magnetic: 2 16 25 400 Total Proposed Watts= 400 y t r Interior Lighting Compliance Statement NEIL LL Compliance Statement: The proposed interior lighting alteration project represented in thi i isTCo,gg,� fit ith the building plans,specifications, and other calculations submitted with this permit applicatio iia osed irfit� ng systems have been designed to meet the 2014 New York Energy Conservation Construct' n req ent spa heck Version,44..0.3.0 and to cog ly with the mandatory require is listed in the Inspection Ite t. /9 Name-Title f Si 2 _ s�;0 073493 Bops So v Project Title- 8 HANDS FARM Report date. 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 3 of 17 COMcheck Software Version 4.0.3.0 Exterior Lighting Compliance Certificate Project Information Energy Code: 2014 New York Energy Conservation Construction Code Project Title: 8 HANDS FARM Project Type- Alteration Permit Date: 7-16 Exterior Lighting Zone 2(Residentially zoned area) Construction Site: Owner/Agent: Designer/Contractor: 4735 COX LANE Jeffrey Butler, P.E. CUTCHOGUE, NY Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 631-208-8850 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Entry canopy 3 ft2 025 Yes 1 Total Tradable Watts(a)= 1 Total Allowed Watts= 1 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. Entry canopy(3 ft2)•Tradable Wattage LED 1:LED A Lamp 9W: 1 3 9 27 Total Tradable Proposed Watts= 27 9W 1, 2 lir iillmlllmsl!' . - Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.T cterior lighting systems have been designed to meet the 2014 New York Energy Conservation Constructio o ln� in COMcheck Version 4.0.3.0 and to com with the mand ry requirerqts listed in the Inspection T. B co Name-Title Si ( to ; W 2 1\7^ 07349' n Pv �cPESS\O\� Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename- \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 4 of 17 COMcheck Software Version 4.0.3.0 Mechanical Compliance Certificate Project Information Energy Code, 2014 New York Energy Conservation Construction Code Project Title: &HANDS FARM Location, Suffolk County, New York Climate Zone: 4a Project Type: Alteration Permit Date- 7-16 Construction Site: Owner/Agent: Designer/Contractor. 4735 COX LANE Jeffrey Butler, P.E. CUTCHOGUE, NY Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 631-208-8850 Mechanical Systems List Quantity System Type&Description 2 HVAC System 1 (Single Zone) Heating:2 each-Duct Furnace,Gas,Capacity=72 kBtu/h Proposed Efficiency=92 00%Ec,Required Efficiency=80 00%Ec Cooling 2 each-Split System,Capacity=72 kBtu/h,Air-Cooled Condenser,Air Economizer Proposed Efficiency=16.00 EER,Required Efficiency=11 00 EER Fan System: None Mechanical Compliance Statement Compliance Statement. The proposed mechanical alteration project 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 4.0.3.0 and to comply with the mandato requirements listed in the Ins p tion Checklist. Name-Title f Si Date �pF NEW Y Q� E•( T. @L �'Q r— I W n I ++ W s 073493 ~ ROPES S\00 Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 5 of 17 COMcheck Software Version 4.0.3.0 Inspection Checklist Energy Code: 2014 New York Energy Conservation Construction Code Requirements: 29.0% 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. Section Plan Review Complies? Comments/Assumptions & RegllD C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 :information with which compliance !❑Does Not ;can be determined for the building !envelope and document where I❑Not Observable, !exceptions to the standard are I❑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 1❑Not Applicable 1 :document where exceptions to the ;standard are claimed. Load ! calculations per acceptable E ;engineering standards and ;handbooks. C103.2 ;Plans,specifications,and/or ;❑Complies [PR4]1 :calculations provide all information !❑Does Not ;with which compliance can be ; ;determined for the interior lighting 1❑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 ! control devices. i ! C103.2 ;Plans,specifications, and/or ;❑Complies [PR8]1 calculations provide all information ❑Does Not :with which compliance can be 3 ;determined for the exterior lighting ❑Not Observable land electrical systems and equipment I❑Not Applicable land document where exceptions to I ; ;the standard are claimed. Information ; provided should include exterior lighting power calculations,wattage of bulbs and ballasts,transformers and ; !control devices. ; C402.3.1 ;The vertical fenestration area <= 30 10Complies :Requirement will be met. [PR10]1 percent of the gross above-grade wall ❑Does Not ;area. ❑Not Observable: ❑Not Applicable C402.3.1 ;The skylight area <=3 percent of the ;❑Complies ;Requirement will be met. [PR11]1 I gross roof area. ;❑Does Not ! !❑Not Observable: ❑Not Applicable 11 High Impact(Tier 1) 2". Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date- 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 6 of 17 Section # Plan Review', Complies? Comments/Assumption§ & Req:ID_ C402.3.2 ;In enclosed spaces> 10,000 ft2 ;❑Complies ;Requirement will be met. [PR14]1 :directly under a roof with ceiling :❑Does Not heights>15 ft.and used as an office, lobby, atrium,concourse,corridor, UNot Observable !storage, gymnasium/exercise center, :DNot Applicable ;convention center, automotive !service, manufacturing, non- refrigerated warehouse, retail store, ! ! ! ! distribution/sorting area, , transportation, or workshop,the ;following requirements apply: (a)the ! ! daylight zone under skylights is>_ I 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. ! ! C402.3.2. ;Skylights in office,storage, ;❑Complies ;Exception: Requirement does not apply. 2 automotive service, manufacturing, ❑Does Not [PR15]1 ;non-refrigerated warehouse, retail !store,and distribution/sorting area I❑Not Observable i have a measured haze value> 90 ;❑Not Applicable percent unless designed to exclude ;direct sunlight. ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 7 of 17 Section # ~' Foo_ting,/Foundation,Inspection Complies? Comments/Assumptions & Req.ID C40242t,,Slab edge insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [F03]2 ❑Does Not d ' ;❑Not Observable; ❑Not Applicable 0303.2," ,,'Slab edge insulation installed per ;❑Complies ;Requirement will be met. [F04]2 _ I manufacturer's instructions. ;❑Does Not a; UNot Observable ❑Not Applicable .0402'.2;6` Slab edge insulation depth/length. ;❑Complies ;See the Envelope Assemblies table for values. [FO5]2 s iSlab insulation extending away from :❑Does Not building is covered by pavement or ;❑Not Observable >= 10 inches of soil. ❑Not Applicable C403.2.8. I Exterior insulation protected against ;❑Complies :Requirement will be met. 1 :damage,sunlight, moisture,wind, :❑Does Not [FO6]1 I landscaping and equipment I maintenance activities. ❑Not Observable ;❑Not Applicable C403.2;4. ,;Freeze protection and snow/ice ;❑Complies 5 :melting system sensors for future :❑Does Not connection to controls. ❑Not Observable ❑Not Applicable 0402:2-.8• ;Bottom surface of floor structures ;❑Complies Exception: Requirement does not apply. [FO12]3 „ incorporating radiant heating ❑Does Not {Insulated to>=R-3.5. :See the Envelope Assemblies table for values. I ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -5]Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 8 of 17 Section #. Framing/Rough-ln Inspection Complies? Comments/Assumptions , & Req:ID C402.4.1, ;The building envelope contains a I❑Complies ;Requirement will be met. C402.4.2 Icontinuous air barrier that is sealed in I❑Does Not [FR16]1 an approved manner and either ❑Not Observable; constructed or tested in an approved , I manner.Air barrier penetrations are :❑Not Applicable ; ;sealed in an approved manner. } 0402.4:3,.°;Factory-built fenestration and doors I❑Complies C402.4,4 ' are labeled as meeting air leakage :❑Does Not [FR1�8]3' , requirements. ;❑Not Observable ;❑Not Applicable C402.3.3, ;,Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.3.4 ;❑Does Not [FR811 ❑Not Observable ❑Not Applicable C402.3.3 I Vertical fenestration SHGC value. I❑Complies ;See the Envelope Assemblies table for values [FR10]1 ;❑Does Not I ;❑Not Observable I❑Not Applicable 0303.1:3; ;Fenestration products rated in ;❑Complies [Fi212]2 , 'l accordance with NFRC. T❑Does Not I I I ,❑Not Observable: { ;❑Not Applicable C303.13 I Fenestration products are certified as ;❑Complies [FR13]1 Ito performance labels or certificates I❑Does Not provided. ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) °2 Medium Impact(Tier 2) .1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Fold ers\Docu ments\COMcheck\8 HANDS FARM.cck Page 9 of 17 Section .. - .-.- ,,,.. - - .. ,, •. ': _ - # Mechanical-Rough-In Inspection ' Complies? " --Comments/Assumptions & Req.iD 0403.23„-;HVAC equipment efficiency verified. ;❑Complies ;see the Mechanical systems list for values. [ME55:]z. ;❑Does Not ;❑Not Observable; ❑Not Applicable C402'r'45.';Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. motorized dampers that automatically ❑Does Not [M 3 .E,3]-_-,- close. :[]Not Observable; j :❑Not Applicable C402.4:5'.,;Outdoor air and exhaust systems have;❑Complies ;Requirement will be met. 2 motorized dampers that automatically :❑Does Not [ME58]3 ;shut when not in use and meet maximum leakage rates.Check ❑Not Observable gravity dampers where allowed. ;❑Not Applicable C403.2.5. ;Demand control ventilation provided ;❑Complies 1 !for spaces >500 sq.ft. and >25 ❑Does Not [ME59]1 I people/1000 sq.ft. occupant density and served by systems with air side ;❑Not Observable economizer, auto modulating outside ;❑Not Applicable ; air damper control,or design airflow >3,000 cfm. ; ,C403.2.7;, I HVAC ducts and plenums insulated. ;❑Complies ; Where ducts or plenums are installed ❑Does Not +in or under a slab,verification may ❑Not Observable need to occur during Foundation ; Inspection. ;❑Not Applicable C403u.2:8'<•,;HVAC piping insulation thickness. ;❑Complies ;Requirement will be met. [ME61]3,_ Where piping is installed in or under a E❑Does Not jslab,verification may need to occur `N.e during Foundation Inspection. :❑Not Observable, l= j ;❑Not Applicable 0403:2.8: 11 Piping Insulation exposed to weather ;❑Complies ; ;1 << - j is protected from damage(due to sun,:❑Does Not [ME7]3. '!moisture,wind, etc.). ![-]Not Observable -]Not Applicable ,C403.2:8 ,Thermally ineffective panel surfaces of;❑Complies [ME41]3., , sensible heating panels have ;❑Does Not "insulation >= R-3.5. i „I '❑Not Observable; =- :❑Not Applicable 0403:2:7 Ducts and plenums sealed based on ;❑Complies [ME10]?'.N, static pressure and location. ;❑Does Not J ;❑Not Observable E 5 ;❑Not Applicable 0403:2 7s=;Ductwork operating >3 in.water I❑Complies ;Requirement will be met 1:3`' .• •"�,"A column requires air leakage testing. ❑Does Not [METl]3 E I ;❑Not Observable; ❑Not Applicable E 0403.3.1, 'Air economizers provided where ;❑Complies ;Requirement will be met. C403.3.1. !required, meet the requirements for T❑Does Not 1 ;design capacity,control signal, [ME62]1 ;ventilation controls, high-limit shut-off„❑Not Observable E integrated economizer control, and ;❑Not Applicable ; provide a means to relieve excess ;outside air during operation. C408:22:,j Air outlets and zone terminal devices ;❑Complies 1, °".'' ;!have means for air balancing. 1EIDoes Not [M,E53]3 ❑Not Observable: ❑Not Applicable 11 High Impact(Tier 1) 1'2,'l Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 10 of 17 Section - # MechanicalJRoubh-In InspectionComplies?' Comments/Assumptions & Req.ID - C4b.4�,2'' VAV fan motors>=7.5 hp to be driven;❑Complies ;Requirement will be met. [ME66]2 by variable speed drive, have a vane- ;❑Does Not ;axial fan with variable pitch blades, or ;.have controls to limit fan motor ❑Not Observable demand. ;❑Not Applicable C403.2.6 1 Exhaust air energy recovery on ;❑Complies [ME57]1 systems meeting Table C403.2.6 ❑Does Not ❑Not Observable ❑Not Applicable C403.2.71 Unenclosed spaces that are heated ;❑Complies [ME71]z�. use only radiant heat. ;❑Does Not ❑Not Observable ![:]Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 8 HANDS FARM ° Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 11 of 17 Section # Rough-In Electrical,Inspection Complies? Comments/Assumptions & Req:ID C405;2a2 :;Automatic controls to shut off all ;❑Complies 1 ;w`m =F o buildmg lighting installed in all ❑Does Not [EL22]? ;buildings. ;❑Not Observable { ;❑Not Applicable C40,5,2.1.-.j Independent lighting controls installed ;❑Complies 1 per approved lighting plans and all j❑Does Not [E]-2j]2 j manual controls readily accessible and }visible to occupants. !❑Not Observable ;❑Not Applicable C405.2.1. 1 Lighting controls installed to uniformly;❑Complies 2 :reduce the lighting load by at least !❑Does Not [EL15]1 ,50%. ❑Not Observable j ;❑Not Applicable C405.2.'2. Daylight zones provided with ;❑Complies 3 - y individual controls that control the j❑Does Not [EL16-]?_o-t lights independent of general area lighting. j❑Not Observable ❑Not Applicable C405.2.3 .;Sleeping units have at least one ;❑Complies [EL17]3• ,i master switch at the main entry door ❑Does Not Fthat controls wired luminaires and ;switched receptacles. j❑Not Observable ❑Not Applicable ; C405.2.2. ;Occupancy sensors installed in ;❑Complies 2 required spaces. E❑Does Not [EL18]1 ! ❑Not Observable ❑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. j 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 O405:2'4(:,Automatic lighting controls for exterior;❑Complies [EL25]? }lighting installed. j❑Does Not ! ;❑Not Observable: j❑Not Applicable C405.2.3 ;Separate lighting control devices for ;❑Complies [EL4]1 !specific uses installed per approved !❑Does Not ;lighting plans. ,❑Not Observable j❑Not Applicable C405.3 ' ;Fluorescent luminaires with odd ;❑Complies [EL19]3 numbered lamp configurations that !❑Does Not are within 10 feet center to center(if ;❑Not Observable recess mounted)or are within 1 foot !edge to edge(if pendant or surface ;❑Not Applicable mounted)shall be tandem wired. C405.4 !Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 !face. j❑Does Not ! ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 1-'•3 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 12 of 17 Section . - - . , , . . # Rough-In Electrical Inspection -_ Complies? Comments/Assumptions & Req.ID C405.6 Exterior grounds lighting over 100 W ;❑Complies [EL24]1 !provides >60 Im/W unless on motion T❑Does Not I sensor or fixture is exempt from scope: Not Observable !of code or from external LPD. ; ❑Not Applicable C405.2.3 ;Additional interior lighting power ;❑Complies [EL8]1 i 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) 1`2'1 Medium Impact(Tier 2) 1.341 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 13 of 17 Section # Insulation Inspection Complies? Comments/Assumptions & Req 7D C402.4.1. All sources of air leakage in the ;❑Complies :Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 caulked,gasketed,weather stripped ; or wrapped with moisture vapor- ;❑Not Observable :permeable wrapping material to ❑Not Applicable !minimize air leakage. C402.4.2. ;Roof R-value. For some ceiling !❑Complies ;See the Envelope Assemblies table for values. 1 systems,verification may need to ❑Does Not [IN2]1 :occur during Framing Inspection. ;❑Not Observable ❑Not Applicable C303.2 !,Roof insulation installed per ;❑Complies :Requirement will be met. [IN3]1 !manufacturer's instructions. Blown or !❑Does Not Mpoured loose-fill insulation is installed ;only where the roof slope is<=3 in ❑Not Observable 12. ;❑Not Applicable C303.2 !Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 per manufacturer's instructions. T❑Does Not ❑Not Observable ❑Not Applicable C40212:5 'l,Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN8]z ;❑Does Not 1❑Not Observable ❑Not Applicable ,C00,3.4 '+;`,., Building envelope insulation is labeled ;❑Complies [INf'oP�= ;;with R-value or insulation certificate ❑Does Not 1 providing R-value and other relevant ; data. !❑Not Observable f 1❑Not Applicable C3b3;2:'1: section _ # Final-inspection Complies? Comments/Assumptions & Req.ID C40P3.2.4°",-,;Thermostatic controls have a 5 °F ;❑Com lies 2 rdeadband. :❑Does Not [Fl38]3- a' ' ;❑Not Observable; ❑Not Applicable C4012;4-.,,1 Temperature controls have setpoint ;❑Complies 2 e • overlap restrictions. :❑Does Not [F120]3" ; ❑Not Observable ❑Not Applicable ; C4012.4. Each zone equipped with setback Z Complies ; 3. "Icontrols using automatic time clock or :❑Does Not [FI39]3 ;programmable control system. ;❑Not Observable: ❑Not Applicable C403.2.4: ,;Automatic Controls: Setback to 55°F ;❑Complies 3 i(heat)and 85°F(cool); 7-day clock,2- ❑Does Not ,[F140]3 . !hour occupant override, 10-hour ; f ,❑ backup Not Observable, ❑Not Applicable C408-°2.`5. Furnished HVAC as-built drawings ;❑Complies 1- • ., submitted within 90 days of system :❑Does Not [F17]3 °' acceptance. 1❑Not Observable; ❑Not Applicable 0303.3, -:Furnished 0&M manuals for HVAC ;❑Complies '6408:2.'5: Isystems within 90 days of system PDoes Not '3 acceptance. [F18]3 , ' ;,❑Not Observable: ;❑Not Applicable l ; C408.2.5. ;An air and/or hydronic system ;❑Complies 3 :balancing report is provided for HVAC ❑Does Not [F143]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 C402'.4.8 ;Recessed luminaires in thermal ;❑Complies ;Exception: Requirement does not apply. [F]26]3; ienvelope to limit infiltration and be IC �❑Does Not rated and labeled.Seal between ❑Not Observable `;interior finish and luminaire housing. ;❑Not Applicable C403.2.2 ;HVAC systems and equipment ;❑Complies [FI27]3_ 'capacity does not exceed calculated ❑Does Not loads. ;❑Not Observable; t❑Not Applicable C408.2:5. ;Furnished as-built drawings for ;❑Complies ; 1 '= :electric power systems within 30 days 1❑Does Not [41T6,W,'­=of system acceptance. ;❑Not Observable ❑Not Applicable C303.; ;Furnished O&M instructions for ;❑Complies C4,08.2.5. ,systems and equipment to the T❑Does Not 2 l building owner or designated [FI17,13, ;representative° ❑Not Observable :❑Not Applicable 11 High Impact(Tier 1) '2`1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 15 of 17 section # Final inspection Complies? Comments/Assumptions &,Req:ID C405.5.2 :Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [F[18]1 r lighting power is consistent with what 1EIDoes Not is shown on the approved lighting 1plans, 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 Interior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ;❑Does Not lighting plans, demonstrating ❑Not Observable proposed watts are less than or equal ❑Not Applicable to allowed watts. pp C408.2.1 ;Commissioning plan developed by ;❑Complies [FI28]1 'registered design professional or ❑Does Not approved agency. { ;❑Not Observable; ❑Not Applicable C408.2.4 'Preliminary commissioning report ;❑Complies [F129]1 !completed and certified by registered I❑Does Not design professional or approved ;agency. ;❑Not Observable; I ;❑Not Applicable C408.2.5. ;Final commissioning report due to ;❑Complies 4 building owner within 90 days of ❑Does Not [F130]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 i i ;❑Not Observable; ❑Not Applicable C408.2.3. ;Economizers have been tested to ;❑Complies 3 :ensure proper operation. UDoes Not [FI32]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 [FI48]1 ensure proper calibration, adjustment, I❑Does Not programming, and operation. i ,❑Not Observable: ❑Not Applicable C406 ;Efficient HVAC performance,efficient ;❑Complies ;Requirement will be met. (FI3411 lighting system,or on-site supply of :[--]Does Not renewable energy consistent with ;Location on plans/spec:John R.Van Velsor dated 12-1-15 'what is shown the approved plans. UNot Observable ❑Not Applicable F Additional Comments/Assumptions: 11 High Impact(Tier 1) 2'; Medium Impact(Tier 2) =3';Low Impact(Tier 3) Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename- \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 16 of 17 Project Title: 8 HANDS FARM Report date: 11/11/16 Data filename: \\vmware-host\Shared Folders\Documents\COMcheck\8 HANDS FARM.cck Page 17 of 17 Chapter 2—Components 9 Page 2- 1 Revision 4 Chapter 2 System Components ! �Ilnder Sizes The Buckeye Fire Equipment Kitchen Mister Fire Suppression System has available four(4) cylinder sizes; the Model SFR-5 (5 flow points;, Medd BFR-10 (10 flow points), Model BFR-15 (15 flow points), and Model SFR-20 (20 flow points). Cylinder sizes are based on the flow point capacity of the cylinder, for example, the BFR-5 is capable of supporting a maximum of fire(5)flow points. All cylinders are manufactured,marked,and tested in accordance with DOT 4BW240. Each cylinder is shipped pre-filled with extinguishing agent, and charged with dry nitrogen to a pressure of 195 psig(1344 KPa)@ 70°F(21°C). Cylinder and valve assembly dimensions are shown in Figure 2.1. Note:Cylinders shall always be stored in an upright position. a o Ogy WR—M7! e e : l � j R BD53 j 99^!9 Figure 2=1. Cylinder and halve assembly Dimensions. A $ C D max. weight Model inches inches Inches inches Flog lbs. Mounting Number (cm) (cm) (cm) (cm) Points (kg) Bracket BFR-5 24.8 (63) 16.2 (41) 10 (25) 13.4 (34) 5 42 lbs.(19) MB-1 BFR-10 34.4 (87) 25.8 (66) 10 (25) 23 (58) 10 74 lbs.(33) MB-2 BFR-15 44.8 (114) 36.2 (92) 1 10 (25) 33.4 (85) 15 107 lbs.(48) MB-2 BFR-20 42.4 (108) 33.8 (86) j 12 (31) 31 (79) 20 130 lbs.(60) MB-2 g BPN: BFR-!'M ULEX 6885 ULC-EX 6866 January 1,2011 ' Chapter 2--Components Page 2-3 Revision 4 systp I �Sar�€t �duls-SRM Model BFRA" is a small nitrogen cartridge (included - _ - with System Releasing Module) that can actuate up to The Model SRM Systems Releasing Module is a fully three(3)agent cylinders. mechanical control head that can to connected directly Modell BFR-AO-L is a larger nitrogen cartridge that can or remotely to the system valve and is required for actuate up to five agent cylinder (refer to Chapter 4 of system actuation. The Systems Releasing Module will this manual for limitations).See Figure 2-6. support the following system inputs and outputs; 5.92 1 o One Fusible Link Detection Line (13 cm) ! I fl One Gas Valve tine ^' =$ c�xrv�a o One Remote Pull Station Line i a x - 09.57 E �s Two windows in the front cover of the Model SRM alloy for visual ver Mcation of the actuation cartridge presence and the status of the puncture pin mechanism. See Model BFR-AC-L Figure 2-5. 1 3.70 (9.4 cin) eigg&E (2.5 cm) 09.00 UCKEY ! ice ( iodei BFR—AC-8 Figure 2-6. l Model BFR AC-S and BFR.AC-L, =" n Nitrogen Actuation Cartridges .n p � c Wigunting Bragkebs ACTUATION LEVER ANO/ ACTUATION CARTROGE PUNCTURE PIN MEMNS V1Eb°d1!dts MUD= WINDOW The Model MB-1 Mounting Bracket is used to mount the Model BFR-5 cylinder. See Figure 2-7. Figure 2.3. Madel SRM, Systems Releasing Module The Model SRM can actuate a maximum of three (3) agent cylinders when using the Model BFR-ACS Nitrogen Activation Crrtridge (included with SRM and SRM-D)or€itire (5) agent cylinders when a Model SFR- AC-L Nitrogen Activation Cartridge is installed. t a ° ®dada -S1 -D The Model SRM-D(Systems Releasing Module—Dual)is exactly the same as the Model SRM except that it Figure 2.7. supports a second independent fusible link detection line. Model MB-R, Shaun Wfith BFR=5 Cylinder Nitro-gen Actua tign 0srh ides The Model MB-2 Mounting Bracket is used to mount the (yodel BFR-40, Model BFR-15, or Model BFR-20 t The Kitchen Pfister System can use two types of cylinders. See Figure 2-8. actuation cartridges for system actuation. BPA:. BFIR rie'l ULEX 8885 ULC-EX 6$85 Jarivagy 1,2011 Chapter 2—Components Page 2 m 4 Revision 4 A gas shutoff valve is required for all systems protecting gas fueled appliances. A mechanical means of stopping gas flow is provided by the Models BFGV-75 1100 1125 1 150 1 200 1 250 1 300 Gas Shutoff Valves. It is i connected to the Systems Releasing Module with: tl , © 1/16'(0.16 cm)stainless steel cable enclosed in 112" (1.3 cm) EMT conduit with a comer pulley at each o� ( i ; change of direction. I Q Buckeye Shielded Cable which does not require a comer pulley at each change of direction or conduit. A combination of both. The valves are rated for natural or LP gas(see Figure 2- rigors 2-8. 10)and are available in the follovAng sizes: Model k48-2, Halve Maximum Shawn With BFR-20 Cylinder Model Size Gparaiang lt#arrrab2r In(ern) Pressure Remote Meghanicai pLil Station BFGV-75 3/e 1.9) 5 psi .4 bar) BFGV-100 1 2.5) 5 psi(.4 bar The Model IPS-Nj Remot' Mechanical Pull Station BFGV-125 1 %(3.2) 5 psi .4 bar provides remote mechanical actuation of the Systems $FGV-150 1 % 3.8 5 psi Releasing Module. ft is connected to the Systems BFGV-200 2(5.1 5 si(.4 bar) Releasing Module with: BFGV-250 2%2 6A 5psi ,4 bar BF3 V-300 3(7.6 5 psi • 1116°(0.16 cm)stainless steel cable enclosed in 112' (1.3 cm) EMT conduit vrith a corner pulley at each change of direction. NOt€: Gas valve size must be no smaller than the size of a Buckeye Shielded Cable which does not require a the gas line it is connected to. comer pulley at each change of direction or conduit. o A combination of both. CJ r-r A remote pull station is required at the point of egress 7A91 from the hazard area being protectedSee Figure 2-9, PULL HAH7L FARD I J ACi i rc'i SU ✓' Sys �� o Imo. I Figurs 2.10. Model BFGV° t, P79echanical Gas Valve Figure;-9, Model RPS-M, ROMote Mechanical Pull Station ULEX 8885 ULC-EX 6885 Maly: I RaT I January 1, 2011 = Chapter 2—Components Page 2-5 =; f Revision 4 Fusible Link Bracket i4.it detection line and causing system actuation. Correct fusible link selection is an essential element in the design The Model FLB-1 Fusible Link Bracket kit(see Figure 2- of any restaurant fire suppression system. After i1)includes the following: penorming a temperature study to determine the maximum ambient temperature at the fusible link ® Standard high profile 10" (25 cm) fusible link location, the correct fusible link should be selected from bracket. the following chart: © Two(2)W(1.3 cm)EMT connectors. Fusibte Link Max.Ambient o Two(2)cable crimps. e Two(2)"S°hooks. Model Number Tem ture FL-230 225°F. Mote: Fusible links must be ordered separately. EE5FLL-3j60 300°F.(149°C.) FUSIBLE LINK BRACKET 375°F.(191°C.) 500 430°F. (221°C.) /-.S- � 'f —A —7 0 (1.3 cm)SPAT f �� �� CONNECTOR } "—CABLE CRIMP Figure 2.11. Model:FLB-1, 10"(26 cm)Fusible Link Bracket Assembly v Figure 2-13. Fu-sible Link molder Globe ML Fusible Link The Model FLH Fusible Link Holder is designed to allow Bucky— a Shielded Cabla for the use of a continuous fusible link line, thus eliminating the need to cut and crimp each individual fusible link. They can be used either with or without As an alternative to using conduit and comer pulleys to fusible link brackets. They are available in packages of connect the fusible link system,gas valve, and/or remote 25(Model FLH-25).See Figure 2-12. pull station to the Systems Releasing Module, the 1116-(0.16cr:O STAINLESS Kitchen Agister System utilizes Buckeye Shielded Cable STEEL.oEMcaas CABLE to psrform this function. Buckeye Shielded Cable Is 1/16" (0.16 cm) stainless steel cable encased in a protective, flexible conduit.See Figure 2-14. Buckeye Shielded Cable requires no conduit or comer pulleys, as the name implies, provided it is installed in Sur-KEr=rusis'= accordance with the guidelines set forth in this manual. I0LOSER U Model BFR-SC-100 comes with 100 feet (30.5 m) of flexible conduit with 200 feet (61 m) of 1/16' (0.16 cm) ?7 FUSMI-E LINX OIL stainless steel cable inside it. Srr-1i S UCIMYE Figure 2-12. SHCABLE cAxF Model FLH, Fusible Link bolder W—ES STI.M. STAR^ESS S'�L ensu Fusible Links The Kitchen Agister System uses Globe ML Fusible Links for automatic system activation.See Figure 243. Figure 2-14. Fusible links are designed to separate at specific Madel BFR-SC-900, Buckeye Shielded Cable temperatures, releasing tension from the fusible link BPN: BPR-TM ULEX 6835 ULC-EX 6356 January 1,2011 Chapter 2--Components Page 2-6 Revision 4 = f" Shielded Cable interftce Model Flow Barad { The Model BFR-SCI Buckeye Shielded Cable Interface N Number Points Color Slue is required for connecting Suaceye Shielded Cable to any N-1 - 1 Red standard 112" (1.3 cm) EMT conduit connector or comer pulley.See Figure 2-15. N-2HP 2 Green r N-21-P 2 Yellow ' N-2W 2 White � y Dote: Details on specific nozzle applications can be found in the Design Section of this manual. Figure 2.13. s Model EFR-SCI, 13/16 Shielded Cable Interface (0.2 cm) E,X. d TETHERED Note: A 3/32"(0.2 cm) hex wrench is required to tighten SLOW-OFFS' the set screw. r COLOR SAND Compression Type Comer Pulley When Buckeye Shielded Cable IS NOT used to conned � �'S crn) ~ the fusible link system, gas valve, and/or remote pull + INTERNAL station to the control head, a comer pulley is requiredg SCREEN whenever a change in stainless steel cable direction is RUAMG RING necessary. The Model CPCT-1 corner pulley is equipped Arai i1.o�,yHar with a compression type fitting that connects to standard 1/2"(1.3 cm)EMT conduit.See Figure 2-16. Figure 247. Discharge Nozzle i swivel Nozzle AdWtor The Model N-SA Swivel Adaptor can be used with any discharge nozzle to facilitate the nozzle aiming process. They are chrome plated and alloy for a 300 rotation of the nozzle in any direction.See Figure 2-18. Figure 2-16. Model CPCT-1, Ara^(1.0 orn)n+eT Compression`type Corner Pulley FEMALETHREAD �iSchar�e�®�ie� Misting type discharge nozzles have been specifically / 318^(1.0 cm) NPT developed for appliance, duct, and plenum applications. / MALE THREAD Each nozzle has a predetermined flow point value and 300 ROTATION / comes equipped with a blow-off cap to protect the and orifice from blockage. Each nozzle is identified by the Figure 2.18. model number stamped on the nozzle body and has a Model N-SA, unique color band for easy visual identlilcation. See Figure 2-17. Sive)Adaptor l' rJ ULA 6665 ULC-EX 6885 13PN: BFR-TM January 1,2011 S-®P®T Mocro=switch Kit The Buckeye Model MS-DPD7 Micro-switch Kt allows the addition of two extra sets of electrical connections to be field installed by trained Buckeye Certified distributors. The kit consists of two double pole-single throw micro-switches;two 4-40 X 1 screws and two 4-40 lock washers. All micro-switches are rated: 20.5 A at 1251250 VAC, 1/4 A at 250 VDC 1 '/HP at 250 VAC, 1/2 A at 125 VDC HP at 125 VAC Each micro-switch comes wit(-three 24 inch long leads: White. Common Red: Normally closed Black: Normally open CAUTION:All electrical connections MUST be made outside the SRM enclosure in an approved junction box. All applicable local and national electrical codes need to be followed and met. Installation of Micro-switches.(Refer to illustration). Remove the cover plate of the SRM or SRM-D and unscrew the actuation cartridge. It is recommended that the Keeper Safety Pin(s) be inserted to prevent the SRIA from actuating while working on the control head. Position the switches one on:op of the other and align with the two 4-40 threaded holes in the front of the manifold mounting block With the actuator lever in the SET position,the micro-switch levers must be depressed and positioned against the actuator lever pin. Using the two 4-40 x 1' screws and lock washers provided in the kit, the switches are mounted to the front of the manifold mounting block. The leads are fed out of the bottom right knock-out and connections are made in an approved junction box. NOTE: These switches are installed so that the switch lever is actuated with the Actuation Lever in the SET position. When the SRM is FIRED,these switches will be in their normal position. Once the micro-switches have been installed and tested, remove the Keeper Safety Pin(s)and screw,the actuation cartridge back into the manifold mounting block. Attach and secure the cover plate back onto the control head. ;— i PRIMARY(FACTORY INSTALLED) — 0 v j SET OF MIRCOSWITCHES iF ����+,'r��Ft fr•, , � 1 rrj:•�.} RED N.C.I _ N.O.' SLACK WHITE COtgll SRM SHOWN IN� ' i THE"SET" PRIMARY _ ' %r%�r, ,:� POSITION SECONDARY i CONNECTIONS CONNECTIONS G �<<� - ALL ELECTRICAL SECONDARY(FIELD INSTALLED)SET OF MIRCOSfflTCHES CONNECTIONS SHALL RED (HELD OPEN) BE MADE OUTSIDE THE - SRM IN AN APPROVED BLACK (HELD N.O.,JUNCTION BOX. CLOSER) WRITE COtitl Pari Number PIS10172 Rev.—, Rev Date:9/01/07 REVISIONS 1'LAKE a Sx3ULATie1 ra[T SI OD IN O — b 623 3517 IxSTnL.I W IWERC.:-PL BACK STPNDOFF Q %HPUST PLEMUM TOTAL HpaD CpNF1G 1'LATER a INSULATI1N HEETr a INCH ITINSUSTIRE ret FALTYER @-IA'LLEB 1pN Q HOOD MA% RISERIS) HOOD F ORv INSTALLED'H CLEPP YCE TO WNEUSi1BE F—CES ORY BIANGLEB iN N0. TAG MODEL LENGTH DOMING TOTAL SUPPLY [ONSTRUCTiON END TO ROW, ISO'ENO STPN➢BF MEETS 10R ANO—TTI F EARLNOTE'SQ TEMP E%H CFM WIDTH LENG HE DIA [FM SP CCN EN➢ o REDUiREnENTT CLEARANCE �2 v4• B6 3/a O6 3/4• D CNiS[L[M1PNrcE 542d 600 10' 19' S' 2075-0837' 430$$ TB COMBUSTIBLE SURFACES 0 CURS.IRE—FACES Q I Ia ND-2-PSP-r ]a'(000' Deg 4150 10' 19' 4' 2075-0837' 3362 VHere E)posed ALONE ALONE FOOD IWORMATION FILTCR(S\ __ LIGHT(Sv UT ITV CABINET'S' FIRE HOOD ——— — —-- — NOOD FIRE SYSTEM ELELTRifpt SNITCHES / 10 TAG TYPE QTv HEIGHT LENGTH EFFICIENCY 2 9 OTV TYPE WIRE LOCATION SIZE SVSIEM W H / F MICRONS GUPRp TYPE SIZE MOREL b QUANTITY PIP1N'G YGHT IUD 14)tl Cut Ie1a Tut 1 14 CPptrn to Solo FIItAr 11 20' 16' 934 See Fitter 9. p nos of Sp 5 L55 Series 126 t0 NO LBS p,'`M10V5„0 I VolS Fra In a Anew ea so-m msemleaAened 8 senaoe r o a enwr ur a nRrR HOOD TAG OPTION - Lrq-d LBS 't-EO6 Cow p m Np n_ - ,iL T—A AA=1 E FIELD WRAPPER 1905' Nig Front,L.11 {l� n BACKSPLASH 8000' H.9m % 78000 long d30 SS Verticbt �— RIGHT END STANDOFF 1' Wltle 54' Lo InsWotetl RIGHT SIDESPLASH 8000'WgN % 5400'Long 430 SS V-­t 1 14 LEFT SIDESPLASH 8000'"'" %_5400•Long 40 SS Vertical LEFT END STANDOFF(FINISHED) I' Ytle 54' LonO InsWat¢a ��1819 INSULATION FOR TOP OF HOOD tl II INSULATION FOR BACK OF 100D p ® I; _ NYC CONSTRUCTION 6• IB -OR' SUPPLY MLI 1100D Na TAG POS LENGTH WIDTH HEIGHT TYPE WIDTH ICING DIA CFM SP rS} MLA 72' 29' 612 U172' MUA 12' 28' 672 0172• 1 14 Front 18D' 16' 6' NUA 12' 2fl' 672 0172' MUA 12' 28' 672 0.172' MVA 12• 2B• 672 0172' —lay IDWMon.14 1000.0➢— �' — IS-DDD Gvroll LeMth � � p PLAN VIEW - Hood Al (isl 14''L 00`LONG 5424N0--2-PSP-F $PECIF]CATION CAPTRATE GREASE-STOP'5011 FIT TFR Id7TE� Ada 9 anP�=s rovgea For Nm ,2 nrN Ions,' 8 THE LAPTRPtE GRE SE-STOP SOLA FILTER IS A SINGLE-STAGE FILTER FEATURING tt A UNIQUE S-BAFFLE DESICH IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN L55 SERIES E26 CANUPY LIGHT FIXILRE- TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY HIe)TEMP ASSEMBLY,INCLUDES CLEAR THERNAL FILTER IS STAINLESS STEEL CONSTRUCTION AND SIZED TO FIT INTO STANDARD ANB SMOCK RESISTANT GLOBE(L55 FIXTNRE) 2-INCH DEEP HOOD CHANNELXS) UNITS SMALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWD COMPONENTS WHEN ASSEMBLED 1'LATRR�iNSU�aIiDN FA[IBRT INSTALL[➢ GREASE EXTRACTION EFFICIENCY PERFORMANCE SHPLL REPiOVE AT LEAST 75/OF GREASE m0 EmS 4INGn PARTICLES FIVE MICRONS IN SIZE AND 90/GREASE PARTICLES SEVEN MICRONS IN SIZE AND RCIIIRENENTS FW CLEAPANCC TO CONSITSTIBLE LARGER,WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 10 INCHES OF WATER GAUGE CES THE CAPTRATE GREASE-STOP SOLD WAS TESTED TO ASTM STANDARD ASTM F2519-05 5/1x N TXxatnlv4TpN kkX'BM�nruo.dl.aemrtrbMX. 9s—_ FIELD WRaePCR TBW IGH <S[F M®D BiiDN:iPBLn FIELD CUT UHAUST RISER ATTACHING PLATES 0.56TANCH\3AMVIEAI'-r\•o.+erAwdM+. HANGWG AxCiE _S IDiNS^E�RITH lLUNE fji 99 IUOD TABLE 'SS%OPER STAINLESS g Y y 20 CAPTRATE SCLO 2 J/4 SICEL PCFFORpTED PANEL bbFILTER WITH HWK _ 1 1 I. LPYCR 01 INS L4PTIQN FACTORY k g CLEARANCEEO CDNt[PRPNLBTBIUT SLFF E ACES iA y Y ECtS D INCH REONRCMCNTS FDR ,NOM • R18n(1tl DIM�b'rcROcB 51R[tlT®kFad Br TTN1STMCHITELT/04t6RiTI TO CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH ENSURE TM [MOD[LCARAncE OUC LIMITED-COMBUSTIBLE NAPA b96 ISIN CO LIANCE RWITH NSF STANDARD 42 NS III�II IRI(O L➢cnt CODE REOUTAENExT3 UL STANDARD E(IN \\\�1\Yn�iv%// INT MUCH CODE(IMC) A. GREASC GRAIN a WITH REnOVABLC CUP sDAY M.N X'soon Rixon, _ S—tem_D—,cn Verif,cQtlOri (SUV) ev AFr'Ll—C IF ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and Installation Manual Typically, the SDV will be performed after all Inspections are complete / COUIPNENI Any Field related discrepancies that ore discovered during the SDV will be brought to the BY Bt HERS attention of the general contractor and corresponding trades on site These Issues - witl be documented and forwarded to the appropriate sales office If CAS Service has to resolve a discrepancy that Is a field issue, the general controctor will be notified and billed For the work Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges During the SDV, CAS Service will address any dlscreponcy that is the fault of the Ln manufacturer Should a return trip be required, the general contractor and appropriate SF,CTION-VLE19- MODF,L-,54daND-2-P _F sales office will be notified There will be no additional charges for manufacturer I SP HOOD - 0 (14) C6screpo nc'es £ L a r' La_ Z L L rn PLEDYJM PROTECTION RTD SENSOR INSTALLATION (IF NOT FACTORY INSTALLED) `L o NOZZLE S_ NOTES One IN p ExhoUst Fon U / Rio Yro5 3 Kes that c ct to[aMrO!comet DUCT PROTECTIGN-� 'D NOZZLE �> L DETECTORS�/ �' ' DETECTION LTIME i CORNER HANGING ANGLE STEEL HANGING ANULE ss)R- 1/2'DIA ALL 1ROOF ROD CONNECTED i0 ROOF JplSi A, M THROUGH ANOTHER / HANGING ANGLE APPLIANCE PROTECTION Io cue+ NOZZLE - wvAo-r-v0+'t T-LD AGENT LINE I /�/'' A DATE 5/26/2016 1/2'DIA HEAVY DUTY NUT ' AND WASHER-ONE ABOVE 011110.WT ' AND ONE BELOW HANGING ANGLEt 2623350 J I • DRA ROD,NUTS,AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR \ ) 13YI RDf-17 HANGING ANGLE IS PRE-PUNCHED AT FACTORY f TyPfCAt AN ! 102 SYSTEM LAYOUT MASTER DRAYTINO REMOTE 1YITH REMOTE AfOt/NTED AUTOMAN SYSTEM CONTROL AUTUMAN MANUAL WITH AGENT TANK ENCLOSED PULL STATION SHEET NO. I 1 X INFORMATION O - Db 33<5 FAN 'EIGHT UNiT TPG ,AN UNIT MpGEL s III, ESP RPM HP BHP m VOLT FLA (LBS) SCNCS �`26!,2' FD r1 DUaOWFA 4150 1400 11274 15000 1236801 3 1208 1 150 1 127 25 26 1/2' MUA FAN INFORMATION– Job#2627350 _ - raN CURB O NEIUHi BURNER r4N ���: � � � CURB UNIT TAG FAN..IT MODEL b BLOWER HOUSING CFM ESP RPM HP BHP m VpLT FLP $ONES /} NO <LBS) EFFICIENCYC/> _Dla[Cl Da1vE CtnSiRULT1@I RIO P£LiS,WLLErS, 4� 2 A2-0500-Gi5 G15-PB A2-➢500 3362 0.625 671 3A00 16450 3 209 J.87 825 IAS 92 eB 7/a _ROOF MOUNTED FANS 20' N ' _RCSTAI ANDAAN r76e -IV TBS AND UL]62 l (' -!T _ - EL[WEED 1 OMROL 20 GAUGE INPUT pUTPUT REQUIRED INPUT GAS STEEL _ ERNR WIRING CONSTRUCTION UNIT TAG BTUs BTVs TEMP RISC PRESSURE GAS TYPE -VEPTHERPROCf DISC $ AN NO -HIGH H[no OPERATIR(OTEC(+Is•L)IALE PRACEI 3'FLANGE 2 236802 217858 60 deg F ]uT we -14�n 11 LP _GREASE CLASSIFICATION TESTING FM,FAN P-TL.O yS TO ve A e L ` ROOF OPENING �� C UNIT TAG OPTION(Qty -Ue ) 29 1/2 WHILE E%PHAECIIINL AIR ATAN HTSI 30 PF CONTINUOUSLY / No UNTIL ALL FAN PARTS HAVE REACHED 2a L4 DIMENSIONS I 1-AC U,t Bo. B TIERTL EOVILI"II6.,ANT VITt0)1 ANY 1-AC Interlock Re1.Y-24VPC Coll pETERiDRATiNG CFfECiS i0 lHE EMI WHICH I-Motorizatl HRcktlrvft D.nper for P2-0 Housing GREASE DRAIN W—D CAUSE UNSAFE PCPPTfON. all �� I-Low Fire Stor2 pBN:mrw��Rr-yam ir�i PITCHED CURBS ARE AVAILABLE 1-Inlet Pressure Gouge 0-35 2 E%HAUSi FM(NUST OPERATE CONTINUOUSLY FOR PITCHED ROOFS WHILE EXHAUSTING BURWNl GREASE VAPORS IB' 1-M.n�Fuld Pr ...e Go UOe -5 tv 15'wt TLIE 18 AT—F(716 U FOR A PERIOD OF 2 SPECIFY PITCH, 12 1- V,B, to 120'Wring PvckogP<Regvved and used only for DIV or Prewre ABANIlEDT vNH(Ni NT THAT BECOMING EXAMPI C�]/12 PITCH=30'SLOPE I VPD) PHose Dniy DAMAGED S ANv BT TH OULD[FUSE i-S.ze 2 Direct F-1 Hevt=r L..CFM PrFile Pock.geUseAN wISAFE500 Cfn1-ElppoSit,Side Heater Controls 2AI G.DLF GRCA•E BOx � .t 7F. E%HAUST SUPPLY �CUCT U RISER EC HOOD DLCTVORK BETWEEN GREASE GRAVITY 'ALL SIDE GRAVITY MpIORIZED 'ALL V CUP DAMPER MOUNT DISCHARGE HAMPER DAMPER MOUNT AND FAN(BY OTHERS) Y S! d w ES ® g 2I I YES rES NN FAN WEIGHT tTEM� SIZE 8 T C b _ 26500'4 x 26500 L x 20000 K 400012000 PItCN VENted Hinged _ .�F 2 tl 2 ]6 LHS C 6 31000.4 x 79000'L x ISDDD'H 4000-IPOUD RITE. Along Widt. RIBHt Insulted ➢Irect FL ed Neater Wirin6 2f2B350-aRr°rern InAwl.ua W..D - DRAW,NWKR ¢33SD-2 ®DRi[ 5/M/BD16 WDEI. - NL N1yBCa RP262Yl5➢-2 SNIP DATE 5/2L2016. NOBEL apwEll rA.actmuro51a5'ix'�-RBBB B ^tl'°o"v'°" Ic'0 V 1 FH 2a0 V I PH 2 81460160 V 3 PH SONAO, m y Dm Cpm R.w Tx.e ra*mN wt, ® wt) //._OT wrtl (a...rov L@i �• FAN a2 AZ-NBDCilS-NEMER --F--ty x1F `w•p L DIRECT GAT FIRED HEATED MARE UP AIR UNIT WITH 15 BLOWER 2 C NOOD WITH EL FILTERS U SIDE DI$CNARGE-AIR FLOW LEFT->IL 12 yul W",p an fwL.`„pi:e 9 b�tuls a xlcR�` x�.' COOLING INTEFl.00K PELAv 64VAC[01% CONTACTS OCKS Oui BUFHER LIRCUII VN[N AC IS EN[RGIZfP 1�6�.w �'w l� I 5 N➢iORI*ED BACK DRAFT 1NMER O27S Bl-TUB,SIZE 2 ST....2I...AA DIRLCI FIRED—CRT V/FXICNDED SHAFT AN RD LALIANIZCD CONSTRLCR.I—REAR FLANGE OS ACTINTOR INCLUDCD 6 COV FIRE START ALLOWS B ITAN rIRCUII iO ENERGIZE VHCN THF MODUAAT)ON CONTROL IS 11 A LOV FIaE POSiIIOx PRESSURE GAUGE -3'25 HIS W I/4 HRCPD S12[ na ^° s .TB¢x[£DIGi[0 PPCAaa 8 GAS PPLSSURC GAUGE-56 TO xA D— VC 5 R WITS PTI T LEAD SIZE SUPPLY SIDE HEAT[F 1NBORMAl10n p1 9MSEPARAFC T20VAC WIRING PMBAGE FOa NAVE-UP AIR WITS OPTION HUii BE S[LF7CTED VNEx NNNTHIG vF0 IN PF[VIRF lL OR vitH DCV PACKAGE PROVIDES SEPARATE 12MA0 INPUT TD SUPPLY FAV HIS 120V SIGNAL RUST BE NUN BY INTER TENPERATLPC-15F TCNP RISE 6 r ELCCia1C1M1 1. DCv TO MW SVNLH HTUB LALCELATED CSF STANDARD AIR DENIT la M­UC NIL O��in D INIGIRBLa00HF0 PESUEPS,. r FIRED UNIT FBt LOW CFN APPLICAi1pNS INPUTS BILI A'a lIlLEE o'no 1i`ei]s. AN COPD OUTER WALL w cNv.seM Dorm -- --- r------ o ---- � so- AIRFLOW I / \/ M' L �TVO:]Y�-_--___ue BLE%CONDUIT FOR FIELD WIRING IBS J,e' I.- 4E),e• (B 116__ 3T S. IT1OLF��•� mN6 Dnfwlepv 1. LIFTING LUG M LOIRECT ➢MODULE AIRA1R=i _— �AIR�L. SVITCCE DISCONPIELTC5I'NPT SWITC36 vv o LL Z H ACa5sMDTDR ACCESS DDDR d 2a'SERVICE IA 1/16 Ll CLEARANCE REQ J- L R 3 F_ O 713A6" 13' —L4 =l__ U 3'EWiPMENT CUPS JY I OI"�I I U DATES 5/26/2016 a..,m,,x...a.am w Rv"""v a%• a...e.azx '`° 2623350 ORALE RBC-17 ,...., wRs.n•.,n°.o-w.wv..,...P.w.+4.mv. SCALED 3/ _O aDro x...M.�a.,'s"..'•�".a.aa e"A..�»'°«y'��"`..a".'..n.�..o:x...... WASTER DRAWING SHEET NO. 2 RE�Isrows 0 0 ;NITCHES FANS CONTROLLED NO TAG PACKpCE+ LOCATION OPTION LOCAT)ON QUANTITY iYPC HP VOLT FLA O 1 OLV-1111 WAIT Maunt In SS Hov SS V¢IL M_"po. ]LIOM< Sn¢r;Controls DCV CxN°ust 3 5000 208 150 1 Fon Supply 3 3000 208 87 rN r.c.m v..a cmm.cem.0 rn�wu..n I.NO Uu8(R ETGRI T NSU R n1 p H ��---I— E F G i� N �- FICTgh,vIRMG � p DCV-1111 �'„."r�'7m'µa macs sv(culm m1[AvtT(Au rAcm¢r Ar n 'a 2623350 _ :e ^,m,..^ elw Is ANr. x.L rpc,tar pc vmme In nVG NLITOP POWER CIRCUIT [ITNaTI[� IIt9'71 E xs f.vn. ism.earn yr uL' a m' 1 J9 120V C S -" �z�xu�r.Lmn,x u vroNK(v. vrn w.s sM semi,Nni use ECPMBB � 8 rn... -_(pnTRpL 118UT cpelg nuc Rw 2 L®1 q BREAKER PANEL TO CONTROL PANEL CONTROL PAt7EL TO ACCESSORY ITEMS !____ __ Nmv w=LINE. m' {� R¢vp¢ntbnk Fk,:Vth,n Rm W F,I¢avtlen _ _- _ NEUTRAL.lsc m Re¢ •P¢nn h' s.s1d wvu ,io zni ¢`yRI° P"- _ aV 9V B 9 3 4 6 `[ 4 fr^ cR?llidJl taxTc[, w ¢ o ® TD A)P DO 2- J6 J _ y 3 &e[NIER SIZE SIWN 6 THE fydmnw plaDllED - m- t�ws[ _ vrnriv _ 2 — -----------------_ ----------- -- 6. °µLOW. m == D„icAL CL ROL Fp Ek pq M VIRE sora, tea”-TBOT�niu�____ ----- -f _ - ' L (y.'d(I_Eputt H'o SHUNT iR1P HPC4KEN[ -_"Ui op m CASI—k Alonatar -- d ------ -- -- =f ej• o %°' Hn Fpiom�t ro a+Ppa.commr.nrrotlav to c/mrY-Lru.tl lluz(Wn9 Hca wvza zvRw umo�ne°.�vrt°ro"wPdma+AcCu[m¢m.4fa¢a;.meaom1.PmmwwtLt.me.fN.¢na�R'¢�wm ethrcNilwt atl o--f6edvmN,..OatlwNR1aMnp+iMR,N,Sinnn Yr¢nPA¢o9vi.a+mNmanmt[Lwt eRSyvast.e,mn mfe r mL.m[.prs�_E+%_wH_mw_lu_vwr_nr_ttet_ntce_Ken_n_sx_.7cc_[ 3P Nfw�Hz.fw ____________ r"- -i NF., x--------------- "n - - - - IL ____________ 'E31- Mo ..z..'_ < ..ro,ry+.,ee� ^� YAEzrt SKivRYai5¢rguLm niw�I a.n, MONITOBfvHANP CMTROt T:LIST PLAN __ ____________ _ 1j z ___ __________ J7 120V Pov. R.rtap m pyo _ _1° ___-______JASU+ nl ce vro�______-___ _.,.______ -- vCONTROL PANEL TO FANS r � Rnax ��m..tma•,.+P.mmn N pssbn,.re..nem,ae r - — Re¢Dw1nEEIlY' EI[etrxkn � V¢[ae q�nwlrn��bzie°iritlp¢� W 6 g --- w,Swc[ Trlp✓:'L-Q - umrVac �C ren R+bw - Cmwnr��°V0 flR��iFS --�- a.L n.¢eh.•,rx.e - B.wr=AT+...av ,mSa.�x° _ -�aB. a a. '� s[x ,AKI 1 ma imnr 2 zbnau WNV AyoN,i _�,�=be,°' ___________---- ---------------- TA __ M sx.ayx.. -- -'- 1 i raw sors�m I�asn[oix riwrc,P=, e'®u i is M[ers1. Er z�1zm90. m. A¢Nlron VO.vmuN!croMrnot v� e q Vrn W1rY ma e q oHt YOMz°A YavIM4 a[wvMm t¢xce,Bv Vt m u.•e k LWadp Pn.mnr © errs mu` rv,n rvmr°w,on rc°v�n[ -- _____________ _.,.�� �� LRV COtiAE1S r�pvx n[-[MRG6[n> [N-117 @ 40! ------------ -(]yT1`J flx� taz¢,IPs =L _ "4 rmc cvmmm� '��c�H — o xxxxx*ATTENTI❑N ELECTRICIANx)','-x-xy* LOAD SIDE WIRING FOR EACH FAN MUST BE RUN IN SEPERATE CONDUIT FROM EMS SYSTEM TO EACH FAN ON ROOF. ELECTRICAL PANEL C [INTRnL INTERFACE L ALARM INDICATING LCD SCREEN LL. Z BUTTON FUNCTIONS VARY BY MODEL TYPE 7 L � 0 m 2 TEMPERATURE SENSOR i U i O WASH. GAS RESET r_--- _—— —— —— HOOD LIGHTS OO LIGHTS FANS LAT-5 CONNECTION ON REVERSE ' ' I' CONNECTED TO HOOD CONTROL SECURE TO WALL VITH t SCREWS PANEL I DATE:5/26/2076 ' DWOi7 O ( C 2623350 RDdH TEMPERATURE SENSOR BVe RDC-17 j �� CASNMI MOUNTS IN STANDARD DOUBLE INTERFAfE SCALE. 3/a'= 7'-0" GANG JUNCTION BOX MASTER DRAWING IfALL MOI/NTED CONTROL CENUB 1 SHEET NO. 3 7 SYSTEM TANK MAX.FLOW MAX.PIPE MAX VOL. EQUIPMENT NO2ZLE SURFACE PART# ' HEIGHTS LOCATION DESIGN SFZE NUMBERS VOLUME(MI) BETWEEN TY AREA 1st&LAST DUCT 50'PER MAX 1LP AES MANUFACTURER NOZZLE ml DUCT 2 150"PERIM MAX 2W BUCKEYE PLENUM 2 ITLINEARMAX 1HP BFR-5 BFR-10 BFR-15 X BFR-20 FRYER 1 14"x21" 2HP 24"-45° Overs Ilance BFR-5 5 1500 1000 RANGE HIGH PROXWISACKSHELF 24"x24"MAX 2LP ' 30"-4D" 6"before burner edge Pi Ing Materials: Black Iron Max Rise: 10' BFR-10 10 2500 2000 RANGE HIGH PROX NO BACKSHELF 24"x24'MAX 1LP 30"-40" Within 3"of center Supply Pipe Size: 3/8" Black Branch Pipe Size: 3/8" Black -BFR-15 15 2800 2500 RANGE LOW PROX WIBACKSHELF 12"x24"MAX 1LP 16"-30" 3"hom edge BFR-20 20 2800 2500 RANGE LOW PROXWIBACKSHELF 24"x24"MAX 2W 16"-30" Over center Gas Valve Ty e: Mechanical Size: 2" Mfg.: ASCO I I I RANGE HIGH PROXNo BACKSHELF 38"44"MAX 2LP 35"-43" Over center Detector Rating: 360 degrees Quantit : 8 WOK 30"DIA.MAX 1HP ' 30"46" Withln perimeter Duct Size:19"x 10" 2 OZSH SMALL GRIDDLE 42N30"MAX 1LP.; 24"-48"On Perimeter Hood Size: 151111 Ci01-f� S LARGE GRIDDLE 48"x30"MAX 1LP 30"-43" B"of edge short side Hood Size: Duct Size: RADIANT GRILL 36"x24"MAX 1HP. 30"-48" Over appliance Hood Size: iDuct Size: WHITE- 0 N-2W LAVA ROCK GRILL 24"x24"MAX 2HP 24"40" Over appliance RED" db N-1 LP UPRIGHT BROILER 36"x24"MAX 1LP I Top comer _GREEN- N,2HP CANDY STOVE SINGLE 24"x24"MAX 1LP 3D"-4o" Within 3"of center BLUE- ® IN-1HP CAN DY STOVE DOUBLE 1 24"X36"MAX 2LP 3s"-43" Over center EQUIPMENT PART LIST TILT SKILLET 201/4°x24"MAX 2HP 24"-45" Front Edge BUCKEYE YELLOW- N-2LP .__..�� EXtR4 LARGE GRIDDLE WNW MAX 2LP 24"-48" On Perimeter �^PART#: SALAMANDERICHEESEMELTER 36"x24°MAX ILP Top Comer Cylinder: As noted _r oTFIER Gas Valve: As noted____ Nozzles: _As noted r--------------------- Pull Station: RPSM T __ I I Control Head: _SRM__ ` I I Detector Hanger�_T FLH I Detector Bcket:_ -P—LB ra ------ qgrr!erPulley: CPCT _ I I I Shlelded Cable: BFR-SC-100 BFGV - -- } -- —� I I ----------; 200 2W 2W I r-_GENERAL NOTE: —_-I—_—_ — Fryers to have high Ilmit control to shut oft at 425 degrees. --- —<=> ——————_—-----�---- -----o------Q-------- 0--- 0 Detectors shall be located over every pieceofequlpment The system Installed as per manufacturer specs and the AHJ. The system has been Installed as per U1.300.1 H P 1 H P The following functions to operate upon system discharge: B Supply air damper closes I SEW YAR ExhaustGas n rremal s on hood F QF Electrical fuel shuts off under hood R A\, R E/(/. N", All systems toecilvale simultaneously in the same hazard area. 20 ��" '; '1 b' Fire Alarm shall activate If one Is installed In building, ti Manual Pull Is located 10-20 feet from hood and 42".46"from the floor. 1 H P CID, Q f vc1' All fuel sources are gas unless otherwise noted 2LP 2LP 2LP C'� `r 4 3 ALL COUNTY rutE]PROTECTION,INC. \ /1 O� P.O.Sox 90 2LPpR O FESS\ East Moriches,NY 11940 I 631-874.3279 IL J Contact. Walter Gehhardt Lie.#: Holding 157 Ile I Cabinet Manual 8 Hands Farm 9m m 9Cmm mmm Bono 4735 Cox Ln Pull Double Candy Cutclio ue, NY 11935 rr St18 Stove "x18" ®-m o g 48 AFF In each Range Radiant Combi-Oven Path of Egress 12"x24„ Gas French Top 36"x24" I Fryer 44"x37" By: TG No. AES 1A Scale: %2" T © 14"x21" 12"x24" O O i I 1 ALL COUNTY FIRE PROTECTION,INC. P.O.Box 90 East Moriches,NY 11940 631-874-3279 Contact: Wafter Gebhardt Lic.#: 157 i 1 - 8 Hands Farm 4735 Cox Lane Cutchogue,NY 11935 Service Disconnect • � By: DAG No. AES-1A Scale: 1/2" Captive AIM Model#: 40" DU200HFA Min. 4150 CFM,5 HP,3 PH,208 VAC Make Up Air Unit Specs: ' Captive Aire Model#: t A2-D.500-G15 18" 20"x18" i Grease Catch 3362 CFM,3 HP Min. 16 g 3 PH,208 VAC Welded o Black i Roof Iron Electric run to panel in EMT — — — — — — — — — — — — — — — ® _ — — — — — _ — — — — — — — —� To Make Up Air Unit Out 16"x24"Make Up Air Duct 16"x24"Make Up Air Duct Back 8 ==j Drop Ceiling at 8'6" 19"x10" Temp Stat 19"x10" Temp tat PSP - ---- -- ---- - --- - ------ ----- --- -- ---- ---- -- -- 24" 1"Insulated 1"Insulated Panel 151"Captive Aire Model#: 5424-ND-2-PSP-F Panel 12' i tA NOTE: 6'6" QF E�� YO Hood 100% Holding ! `�, R E �� insulated for zero Cabinet <(,�\, clearance to G' CC- B m m 9 m m ® ® m m a ©o■ C1,,,!��y t r m d w combustibles � � � 8 8 � Double Radiant o � Candy O Combi-Oven QF Stove Renge Gas French Top Grill „ Cr' -may 12"x24^ with Oven I Fryer 44 x37 4 3 5 p 36"x24" 14"x21" Q�PV Cen Steve 12"x24" pROFESS� o0oil -, Li i - r I I CERTIFICATE OF LIABILITY INSURANCE DAT 09M/1612015 YY, THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to ti the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the �°,,.—' certificate holder In lieu of such endorsement(s). PRODUCER CONTACT d Aon Risk Services Central, Inc. NAME' PH (866) 283-7122 FAX (800) 363-0105 d Chicago IL office (acC..N No.Ext) ac No 200 East Randolph E-MAIL .o Chicago IL 60601 USA ADDRESS o 0 INSURER(S)AFFORDING COVERAGE NAIC H INSURED INSURER A. Zurich American Ins CO 16535 Morton BUildings. Inc. INSURER American Zurich Ins Co 40142 252 West Adams Street Morton IL 61550 USA INSURER Great American Insurance Company of NY 22136 INSURER D INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER:570059357105 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS Limits shown are as requested INSR ADDL SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDIYYYY MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY GLO93763181zEACH OCCURRENCE $2,000,000 CLAIMS-MADE X❑OCCUR PREMISES Ea occurrence)D $1,000,000 MED EXP(Any one person) $50,000 PERSONAL B ADV INJURY $1,000,000 on ROTHER L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 n POLICY F—]JECT F—]LOC PRODUCTS-COMP/OP AGG Excluded o 0 A AUTOMOBILE LIABILITY BAP 9376314 12 10/01/2015 10/01/2016 COMBINED SINGLE LIMIT 'n Ea accident $2,000,000 X ANY AUTO BODILY INJURY(Per person) O ALL OWNED SCHEDULED AUTOS AUTOS y BODILY INJURY(Per accident) X HIREDAUTOSX NON-OWNED PROPERTY DAMAGE v AUTOS Per accident 1r d C X UMBRELLA LIAB X OCCUR UMB4223218 10/01/2015 10/01/2016 EACH OCCURRENCE $2,000,000 U umbrella Liability AGGREGATE $2,000,000 EXCESS LIAB CLAIMS-MADE SIR applies per policy terns & condi /Ons __F—_X RETENTION B WORKERS COMPENSATION AND WC937631112 10/01/2015 10/01/2016 1 PER oTH- EMPLOYERS'LIABILITY Y/N AOS X STATUTE R A ANY PROPRIETOR I PARTNER 1 EXECUTIVE EL EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? NIA wC937631212 10/01/2015 10/01/2016 (Mandatory in NH) Retro-WI, MA, EXCI OH EL DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000— DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) �r•_o CERTIFICATE HOLDER CANCELLATION p SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS Town of Southold AUTHORIZED REPRESENTATIVE PO BOX 962 Cutchogue NY 11935-1146 USA IYCI ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD e STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name&Address of Insured (Use street address only) Ib.Business Telephone Number of Insured 309-263-7474 Morton Buildings, Inc. 252 W.Adams Street Ic.NYS Unemployment Insurance Employer Morton, IL 61550 Registration Number of Insured 1532342 Work Location of Insured (Only required if coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New 3'ork Stale, r e,a 1,171-ap-Up Policy) or Social Security Number 37-0347310 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b.Policy Number of entity listed in box "la" 54375 Main Road WC 9376311-12 Southhold, NY 11971 3c. Policy effective period 10/01/15 to 10/01/16 3d. The Proprietor, Partners or Executive Officers are ®included. (Only check box if all partners/officers included) ❑all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"Y'insures the business referenced above in box"la"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York (NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF,a policy is canceled due to nonpayment of premiums or within 30 days IFthere are reasons other than nonpayment ofprendunis that cancel the policy or eliminate the insured from the coverage indicated on this Certificate (These notices may be sent by regular mail) Othenvise, this Certiftcate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c", whichever is arli r. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 10-19-15 (Signature) (Date) Title: Vice President-Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of insurance carrier: 847-605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it C-105.2 (9-07) ��w\v.wcb.state.ny.us Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and nowrithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the pail of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment'defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-07) Reverse S O AREA COVERAGE° BLDG INF / P � 55 PESO.: STRUGTURENSE: EX.AREA: PROP.AREA BSMNT Ist FL. 2nd FL. 55MNT 1st FL. 2nd FL. EXIST �UTIL POLE FOR WORK IN THIS AREA. °Oki eR'oGF N o R' ZC \ ® I STY FR BUILDING N/A 4,264 5F WA WA N/A WA `r6' � \'� \ PROPOSED PARTIAL SITE PLAN 51TE USE: FARMSTAND ��� D( W0� o+ \' \ � � LOCATION ' \ NO SANITARY SYSTEM WITHIN SEE DRAWING No.2 Lyse eRi ° `z ° Q © I STY FR BUILDING WA ±'►,200 5F N/A WA WA WA �`�� �� MINNIE BORAWA ���! �� 200 FEET OF PROPERTY LINE DEAD "F �o� °°F� Q Q USE: SHEEP BARN x56.0 I- \ G I STY FR BUILDING N/A t544 5F WA WA WA N/A P 55 `^��0 �p \ 9 \' EXIST PROPOSED PARTIAL LIGHTING PLAN F a� O USE: GARAGE p�� (p� A �UTIL POLE NO SURFACE WATERS WITHIN �c �u \ p \ 300 FEET OF PROPERTY LINE SEE DRAWING No.4 OD I STY STEEL BLDG WA WA WA WA I pOB WA r ��. USE: CHEESE MAKING \ \ \ 622 \(..O NO WELLS WITHIN 150 FT OF 5 lu Q 2 STY FR BUILDING 1550 5F ±1500 5F ±1500 5F WA WA WA Imo,, \� PROPERTY LINE © USE: DWELLING - -\�Pp \ �' 11 V c.lnhn eSlalinn s z �zn �o AREA TOTALS: ±550 5F ±13508 5F ±1500 5F O SF 1,00b SF 0 S.F. / / \ Lu �\ -�� -^ �°j� SRU 25 S S z w 9y hF p W EXISTING 517E COVERAGE: 13508 S.F. (1.1355) / \�• : : \° \ .� s° °qo OFA°r�NyX s o Uel s PROP05ED 51TE COVERAGE: 14,516 5F.(1.21%) / EXISTING F.A.R. = 0.0130(15,558 S.F., 1300 / 1 / / " \ EX15r e Sr' `' ry � �,6 \ :;:.' UTIL POLE hyrs�� .'" ° 18 ° ZS PROPOSED F.A.R. = DAI38(16,566 S.F., 13855) h� / 18 lu y FALLOW � %4>'>"- EXIST.O.H ELECT SERV TO REMAIN " � � / �:: 7� E2yL;:f?t2Kr:E' EXIST.FARM STANCE ? ��si zs / I FIELD �S� \as•:: IAN . _ / vy a .; ;;'' v ' I U,�E1RIl;'> 5TORAGE BLDG -r` /� ELI _ - / ,c•?!`:;:AREA' ;.",:• .•':;I I ryOq' ��GRsc o ., ;.:.,. (TO BE REWORKED)! � / • LOGATION MAP: ' N _I / LAWN F \ 50 NOT TO SCALE o S g o 0 �o I5TY FIR \ I © BUILDING �Fiyp `� PROP05ED 51TE PLAN: \ ^O. (TO BE - I � �aA REWORKED X}GRVL PI�KG¢,..'; \ I 51;DATE AT:0 � FpG MANEIJYERitIC7', ': \ GU`GHOGUE FO Fo :.,: .. .;. ;. 'r? 6,> '�W OF SCxJTHOLD\ AREA � �.. \ TOr WO/F 5U.-FOLK COUNTY, NEW YORK GUTGHOGUE FIRE DISTRICT I �P�/� 5L•TA NO. l�hF \ 1� Lgwlll 5%'_-TM NO.: 1000-q6-02-10.1 10.2 Q \ ( Fl EX.RET.WALL \ O I 1 1 I�-�b 2 10.1 _ r0 REMAIN O h�^�9 FO ZCNING DISTRICT: AG AGRICULTURAL CONSERVATION RESERVED AREA - -�� O G EX.GAR': - G D r0 REMAIN �6. �� FBF \ \ PROPOSED SE:AN.C. 55 / / I (DEVELOPMENT RIGHTS INTACT) 6 26.4'x 20.6' A .� AREA: 80 5.F. (1.84 AC) I �o- \ • FEMA FLOOD ZONE: N/A p \ I EX. DECK '! \ ATO REMAIN- / \ / x41.5 �1:Z DATA: oDc / \ I � o \ I \45 USE: EXISTING: PROPOSED: EX15TING rya / / \ \ 4C�3 OVERALL SITE: FARM I,Iaa,215.5 S.F. N.G. FR.BARN 8 E:X.2 STY FR. \ / \ (±2 .5302 AG) ry0• (T�M4�) / . \ FId0U5E REMAIN FGR BUILDING INFO / AREA GOVERAGE SEE GHART (THIS DWG) 'IQ QQi, x55.2 ` ' _- QQ� \ / - � 6�0' D PROPOSED CHEESE MAKING%D6. / 40 IMFERVIOU5 SURFACE: No SURFACE WA-TER5 WITHIN / \ / OO 4bo� / 42D'x24D' \ FALLOI-11 / �b EXbTING AREA: 13,508 S.F. (1.13%) 300 FEET OF PROPERTY LINEI Fo oc FIELD �./ \ PROPOSED AREA: 14,516 S.F. (1.21%) m I Q� Flo>w ev / b (DOES NOT INCLUDE GRAVEL PARKING AREA(5) a NO WEPROPERTY LINEFT OF '\ \ / �C� /Fl0/ 8.Ox � d) �o I \�� rev P05TAL DISTRICT: CUTCHOGUE APPLICANT: N FALLOW &V 35 ) IGTLD MORTON BUILDINGSFIELD FIR D5TRJT�� r I FALLOW 1 \ 's? ELECTRICAL SERVICE: LIPA CUTC22355 COX LANE,UNIT No.4 m FIELD NOTE: LINES OF DELINEATI9N- �/ ��� 631-1 4-40OOUE, o IIg35 N/0/F I ' / / \ \ U)OD ZONE: WA (PUBLIC WATER) 631-134-4060 w m X RHX;CORP. / I \ SHOWN HEREIN ARE USEDFOR 30 51TL= 15 IN 6.W.M.Z.: IV x 55 I TAX PURPOSES ONLY /�I X z� '51T:- PLAN BASED ON ORIGINAL SURVEY BY. 1 I p I x41.5 // PE!TONIC SURVEYORS,P.G. O I Q A x56.0 \ I o 1230 TRAVELER STRUT JAMESPORT, NY IIg47 I ( Q < � I EXISTING I SUF:VEYED: JAN. 10, 2001 4o IRRIGATION \ x28,o \ I \ / \� ARL, SCALE: r' = loo'-oN CL -- o x3l•0 I cif \ - ELIVATION5 BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5,SUFFOLK GOUNTY, NY F 30 DA. D: 10-03-Ig15 FALLOW \ 1 DATUM. ELLVATION5 ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN _ FIELD o�0 \ /. .5EAL LEVEL OF Ig2q A5 E5TABLISHED BY THE U.S. COAST AND GEODETIC SURVEY ('(� \ \ 5L.T.K No. �� f �\` ,, I Rr SANDY HOOK N.J. / ' / NO SURFACE WATERS WITHIN \ /03 300 FEET OF PROPERTY LINE Z I' ' \ \ 1000-qb-2-10.2 x34.5 .. v `p t DEVELOPMENT RIGHTS EASEMENT (DEVELOPMENT RIGHTS 5OLD) }� / / -p o~ ELLS WITHIN 150 FT OF o �"� x38.5 110, '/ O PROPERTY LINE I.E' ION5 ARE REFERENCED TO FIVE EASTERN TOWNS TOPOGRAP AREA: I,IH05.2 S.F.(25b'136 AC) �' / / .� Gj� x37.0 EXI5TIN6 ELEVATIONS ARE SHOWN THUS: 55..0 HIGAL MAP / WO/F ANN MARIE GOERLER REVOCABLE LIVING TRUST EXISTING CONTOUR LINE5 ARE SHOWN THUS: 25 ENGINEER: \ \ 2S TOWN OF 5OUTHOLD � x51.0 FIELD FALLOW I / (DEVELOPMENT RIGHTS) of NE\\ \ \ \ INI �� j. /0 TI£E UNDERSIGNED,PURSUANT TO SOUTIIOLD TO1VN CODE SUCTION A'VT elij �'Q 35 230-131(1),ACKNOWLEDGES TIIAT TIIE CONDITIONS OF TI IE SITE PLAN x34.5 lR /Z j ARE ACCESEE C NDITIO S ON RESOLU nON). SCOPE OF WORK. \ TIIE OF"PPOVAL DATED \ \ �� SrjNG� \ • I I. BUILD PROPOSED BUILDING '[)'. w m a z I FLEA Pltrti^r N 'vim 2. PRO`/IDE PROP05ED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC \ \ NIP* \ / /�T I% \ I _,,,, G ._. ►�.+d''�� WATER AND INSTALL PROP05ED INP WATER SERV. LINES TO BUILDIN 1 1 1 1 S� 65 A, D AND 'E. O age �.s60 / v 1 NORl .:D t iN JRE TITLE DATE 3. PROVIADEE PROF�A P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR AX? ESS 100' APPROVED EY . PRCrJIDE STORM DRAINAGE A T06�N OF�O4 I 111. PLAN'NNG BOARD AND LIGHTING. JEFFREY T. BUTLER, P.E. 1� r�[f✓ Q \� I CIIAIRPEPSOtiSI(:'VATI.'RF, nAxE 5HENT INDEX (.OVERALL 517E PLAN ZONING INF -1 s6o \ \ ORMATION: N p 36st \ \ I I \ � T • I x44.0 NOTE:The e a -cv�l site d.veloP±az?nt rlan s'-zt12�e gyp,i for a period of e![`lteen(1R) 66RI GULTURAL 6ON5ERVATI ON 'AG' b. months from t':e date of approval as per code section 230-132A. 2.PARPAL 51TE PLAN NO SURFACE WATER5 WITHIN \ \ \ 3.DETAILS 1 LOT 51ZE;80,000 5.F. MIN 300 FEET of PROPERTY LINE �' 4.PARTIAL L16HTIN6 PLAN EXISTING: I,Igq,2155 5.F. (215302 AG) . . N � \ 1 I \ PROPOSED: N.G. Q/ NO WELLS WITHIN 150 FT OF \ \ \ P4Q LL PROPERTY LINE \ \ FALLOWI \ \ s 40 LOT WIDTH; 115' MIN O rZ \ \ FIELD 5 EXISTING: 164.38' t` 4 w - zLU\ f I \ 35 PROPOSED N.G. V Z C3 X } LEGEND: LOT DEPTH;250' MIN o T O Z PROPERTY LINE EXISTING: 1,131.1' z a < < OL PROPOSED: N.G. WO/F RHX CORP. \ / \ I I \ �OqO l \ \ \ /x35.0 / KITCHEN WASTE LINE KIT ~ ly \ I \ \ FRONT YARD SETBACK,60 MIN [--! Q I EXISTING: I"'t / • . \oh \ I \ \ I / // \ \ SANITARY SEWER � � PROPOSED: 1485' 3: � � cj z OP � l �Fgll \ \ ' \ \ \ /• a / \ PROP05ED WATER 5ERVIGE H ''+ REAR YARD SETBACK: 15' MIN Q = < O J 50 olyFlO I\ \ , \ � / I EXISTING WATER 5ERVIGE -N-V4- EXISTING: 811.2' 6 Q �I \ / x405 PROP05ED: 841.2 O \ \ r \ / ' / /CJ �' I STORM DRAIN -50 50 50- x LE 0 N r \'apo / SIDE YARD SETBACK: 20' MIN w R.SURFACE WATERS WITHIN \ I v \ \ ` �� / / \ FLOW ARROW EXISTING: 1838' 30 FEET OF PROPERTY' l - - LINE y�j,, FALLOW \ / tS's�o \ / PROP05ED: 346.8' O O - >s� \ FIELD I A5.0 2,p, STORM LEACHING POOLW,WELLS WITHIN 150 I O PROPERTY LINE OF I \ \ \ I \ lj St�� 40 `�/ ON 51DE YARD SETBACK CUMULATIVE: 45' MIN � Z \ \ I \ SEPTIC TANK/GREASE TRAP ( EXISTING: 5512 45 j�Ql \ \ ` �0 // p \ LEACHING POOL 0 1 \Oma/ PROPOSED: N.G. O O \35 LIVABLE FL. AREA /DWLG UNIT: 850 S.F. MIN v Q - EXISTING: 13;000 S.F. �_...-.,..',•.('. i_-- ` _ OVERALL \ �E R A L L S I -r E PLAN LAN EXISTING CONTOUR -- -.6.- PROPOSED: N.G. r = Y I I Il, „n-- v��- -�� + \ \ \ \t? . �s 34 5x / / 3O EXISTING GRADE x 6.0 MAXIMUM PERMITTED DIMEN51ON5: PA(5E : LOT COVERAGE. 30% MAX (35q,1b5 5.F) MAR 3IL 1 2D�" i�'1 p 80 160 240 80 40 NO SURFACE WATERS TEST��WITHIN EXISTING: 13,508 S.F. (1(1.13%)GRAPHIC SCALE / 300 FEET OF PROPERTY LINE PROPOSED: 14,636 S.F.(1224'1) -...� I" = 80'-O" / \ �/ f ,,(( 40 \ y NO WELLS WITHIN 150 FT OF FINISHED FLOOR ELEVATION F� _ BLDGEXISTING3±253' SKIS MAX STY PROPERTY LINE / /�IPROP05ED: N.G. x35.5 ^ 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF 5ERVIGE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,INd WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS O SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I}- HANDICAPPED PARKING SIGN NO 5URFAGE WATERS WITHIN o 0 0 �0 30o FEET of PROPERTY LINE ABANDONMENT BY REMOVAL: PAVEMENT SECTION (MINIMUM THICKNESS) ASA!T CONCRETE=.TYPE NO PARKING ANYTIME RESERVED �� Ap t N TO ABANDONED BY REMOVING VST EXISTING SYSTEM T PARKING �} NO WELL5 WITHIN 150 FT OF ALL RE51DUAL 5EWA6E WA5TE5 BY A LIGENSED ASPHALT CONCRETE 1 1/21, ` ASPHALT B, 15 couRse '� PROPERTY LINE WEARING COURSE a n N z WA5TE HAULER,REMOVING THE ENTIRE 5TRIYTURE(5), Rip oo 4F q- BACKFILLING WITH SUITABLE 5AND AND GRAVEL ASPHALT CONCRETE 2 11/2" ! STONE BLEND BASE-q5%COMPACTION(STANDARD PROCTOR) j F y<a N - u MATERIAL,AND PROPERLY GOMPAGTING. BINDER COURSE \�i\ \`i�\%\ \ y�\ \\%��\ \ \�j\l��l\y��/ LITE p uJ� STONE BLEND BASE I" /� of NFW Y CIT`( ATION R Q � �c�i V fV� Zacys� BRp � &SONG limp ° "� °� �F � Q H.G. PARKING AREA TEST HOLE 800-212 4480I 811 E°s ° PAVEMENT SECTION BY: MGDONALD 6E05GIENGE 44o ( ( P4-6 www.dignetnycli.com °r z z v �•/ �/ NOT TO 50ALE BOX 1000 SOUTHOLD, N.Y. IICPI or ' (�I�I ./I "G� tL-� OT•, �� 631-165-36TI www.call811.com 25 o_o WLU O" 8-ODATE: AUG. I8, 2014 (for other states)(SEE 51TE PLAN FOR LOCATION) _ 113 _ CutcF• a Stnllon S � V t1J UQ, CnL HANDICAPPED EL. 42.0' GROUND LEVEL O' By law,excavators and contractors working in the q�� ° 'kR�," zs < � TYPICAL PARKING DETAIL PARKING SIGN ���((( g `' P PALE BROWN SILT five boroughs of New York City and Nassau and NOT TO SCALE NOT TO 50 ALE / / (ML) Suffolk Counties on Long Island must contact DigNet, 1-800-272-4480 or 811,at least 48 hours EL. 39.5' but no more than 10 workin days(excluding • � 2.5 BELOW GRADE 9 Y ( 9 weekends and legal holidays)prior beginning SANITARY YIELD CALCULATION: NOTE: LINES OF DELINEATION BROWN FINE TO g y >p GROUNDWATER MANAGEMENT ZONE: IV any mechanized digging or excavation ed. "<c / (� SHOWN HEREIN ARE USED FOR MED. SAND (SP) g 9y � z5 AFo V Q ensure underground lines are marked. s� Excavators and contractors can also submit A " " a V o O N ALLOWABLE FLOW FOR 51TE = boo GPD/ACRE (PUBLI6 WATER) EXISTING GRAVEL U� locate requests online,through ITIC.If you do not �Sh °� o N o N N o 0 o N 6' TAX PURPOSES ONLY o PARKING AND O currently use ITIC,please call 1800-524-7603 `� aj 4 n EL. NO 23.0' BELOW GRADE ALLOWA13 F FLOW(DENSITY). BASED ON ADJUSTED LOT AREA: NO 5URFAGE WATER5 WITHIN / ANITARY SYSTEMS WITHIN NO GROUNDWATER ENCOUNTERED. MANEUVERING AREA 2 � for more information. LOG ATTOON MAP: 300 FEET OF PROPERTY LINE Fp�I NO S TOTAL 51TE AREA = 21.5302 AG. (I)CR2155 5.1`1 / /� 200 FEET OF PROPERTY LINE For safety reasons, homeowners are strongly encDEVELOPMENT RIGHTS EASEMENT AREA =25,6g3b AG. (1,119,213.2 5.FJ 1110 WELLS WITHIN 150 FT OF I PROP. HANDICAPPED PRKG 5P. 'P ypeo f ed to call their well when tannin an DEVELOPMENT RIGHTS INTACT AREA = 164 AG. (80;000 S.F) PROPERTY LINE ASPHALT SURFACE IN H.G. PARKING � �q7y type digging property. p g y PROPOSED PARTIAL SITE PLAN• e of di rn on theirHomeowners • AREA REQUIRED �-qq, PROPOSED INP WATER 5ERVI6E can contact us direct) at 1-800-272-4480 or b ADJUSTED LOT AREA = TOTAL 51TE AREA - DEV. RIGHT EASEMENT AREA ��p y y 51114N O 5 calling 811,the national call before you dig CUTGHOGUE H.G. SIGN TO BE MOUNTED ON BUILDING -�- PROPOSED I"� RPZ IN number. For excavation work completed on 9 p TOWN OF SOUTHOLD Ib4 AG(80;000 SFJ = 215302 AG(I)gq,2155 S.FJ -25.bg3b AG.(I,IIq,213.2 5Fa SEE DETAILS, THIS DWG HOT BOX ON P.G. SLAB personal property, it is the contractor's ADJUSTED LOT AREA = 1.84 AG. (D 50 PROPOSE[) POINT OF CONNECTION 5CTMNO.: 1000-C16-02-10.1 4 10.2 SUFFOLK EVELOPEMENT RIGHTS INTACT) /N• responsibility--NOT the homeowner's-to contact • v� '�� COUNTY, NEW YORK DigNet. Having utility lines marked prior to ``-��"L N boo 6PD/ACRE x 1.84 AG. (SGTM 1000-qb-2-10.1) = IJ04 GPD ALLOWED 0� p3ETWEEN NEW WATER MAIN AND digging is free of charge. ZONING DISTRICT: 'AG' AGRICULTURAL CONSERVATION IPROP05ED I" TAP (BY SCWA) I CURRENT USE: FARM PROP. DUMP5TER ENGLgSURE 6o PROPOSED USE: N.G. USE BUILDINGS 'A', 'G', 'D' AND 'E' TO ESTABLISH DENSITY,NOTE THAT BLDG B' 15 ON P.G. 5LAB PROP05ED METER PIT PARKING REQUIREMENTS: FEMA FLOOD ZONE: N/A EXCLUDED FROM DENSITY GALG PERSUANT TO ARTICAL 3.12 SEE DETAIL ON 514T 3' II BLDG 'A' = 121.42 6PD .4' rq• v' /M 5EE SHEET No.4 FOR 5GWA EXISTING BUILDING 'A',USE: MIXED 50- - � � + + \ FARM STAND - 4 SP PER STAND 51TE DATA: USE: EXISTING: PJROPOSED: BLDG 'G' = 21.16 GPD -'� 0 1N5TALLATION REQ'MTs OVERALL 51TE: FARM I,Iga,215.5 S.F. N.G. (USE 0.04 GPD FOR PURP05E5 OF GALCULATIN6 4) Vy + , 4 SPACES REQUIRED BLD6 'D' = 40.32 6PD 51TE DEN5ITY - PER SGDHS N01 No.3, REVISED) ® � / STORAGE AREA: 1,643 5.F (f21.5302 AG) I,008 5F AREA X 0.(J4 GPD = 40.32 GPD \ �`. 1 SP / 1,000 S.F. 68055 FLOOR AREA BLDG 'E' = 300.00 GPD LAWN \ EX. I STY FR. BLDG. � I SPACE REQUIRED FOR BUILDING INFO, AREA COVERAGE AND SEWAGE FLOW RATE SEE CHART (THIS DWG) TOTAL = 4gO.00 6P0 \ FARM5TAND W/KITCHEN /a r fi� PROP05ED BUILDING 'D',USE: CHEESE MAKING - RESERVED AREA \ \ (rO BE REWORKED) 1,500 GAL . A5E TRAP(60 x6H,VE.DJ, FOOD PROCESSING AND PACKING - IMPERVIOUS SURFACE: TOTAL PROPOSED SANITARY FLOW FOR SGTM No. IOOO-q6-2-10.1 = 440.00 6PD AREA=80,000 5Q.FT. FIN.FL.EL = 51.25' GU sir �O 1,200 GAL.5E. TANK(8'10x5'H, 4' ED), 0.15 SP /EMPLOYEE EXISTING AREA: 13,508 5F.(1.13SG) TOTAL ALLOWABLE SANITARY FLOW FOR SGTM No. 1000-qb-2-10.1 = 1,104 GPD / - -50- AREA: 4,264 SF /i\0. ; ° 1 8'�x15'.EFF. DE GHING POOL No. OF EMPLOYEE'S = 3 PROP05ED AREA: 14,516 S.F.(121%) APPLICANT: CTM rr ll m G0 ,o;6T \ MORTON 13UILDINC-6 V m 7 W/50% EXP 510N 5 3 SPACES REQUIRED DOES NOT INCLUDE GRAVEL PARKING AREA(5) PROPOSED EROSION CONTROL M RE: 60 J 45 EXISTING BUILDING 'E',USE: DWELLING 22555 COX GUTGHOGUE,NAY IEIg35IT No.4 d) \ F6F MER E SYSTEM) I SPACE REQUIRED P05TAL D15TRICT: CUTGHOGUE �c \ F 4 /p. ST o`er FDR PR ILE SEE DWG No.3 631-134-4060 t- 5ANITARY SYSTEM CALCULATIONS. o o INSTALL SILT FENCE BARRIER, < < NOTE: 2 SPACES FOR RESIDENTIAL PARKING SCHOOL DISTRICT: 50UTHOLD � \ l q�N 5EE DETAIL ON DWG No.4 N °' �`�a' ��M/N +� ARE PROVIDED IN BLDG 'G' - 6ARA67E FIRE DISTRICT: SOUT14HOLD r PROP05ED 5ANITARY SYSTEM Nod FLOW RATE CHART `� / \ \ �+ ER LP ELECTRICAL 5ERVIGE: LIPA - NOTE: m l TOTAL NUMBER OF 5PACE-5 REQUIRED: CI WATER SUPPLY: 56KA(PUBLIC WATER) FOR BLDG A USE: FARMSTAND, SEE SEWAGEL \ F�� EXI5TIN6 RETAINING WALL + `+ / to BLDG 'A' = 121.42 GPD - SANITARY LOAD \ \ I. PROPOSED BUILDING 'D' AND REWORK O 85.28 GPD - GREY LOAD \ \ TO REMAIN +� EXISTTNG GRAVEL WI,�,S + �45� TOTAL NUMBER OF SPACES PROVIDED: 14 FLOOD ZONE: WA OF BUILDING 'A' BY OTHERS. SEE w }- •• BLDG 'B' = 288.00 6PD - SANITARY LOAD (NO RESTRM - INCLUDE IN SAN. \ \ PROP I STY STEEL BLDG / `f7fNG � Ry INCLUDING(U HANDICAPPED SPACE SITE 15 IN 6WM.Z.: IV MORTON BUILDINGS FOR INFORMATION. W m X CALL. FROM ANOTHER BLD6 ON \ 6S, MANEWERING AREA o BLDG G = 21.16 GPD - SANITARY LOAD USE: CHEESE MAKING x !0 g. EX. 2 51Y FR. BLDG. `O BLDG 'D' = 40.32 GPD - SANITARY LOAD SITE -PER 5GDH5 NOI No 3,REVD) \ \ _ _ 4 BO RM 11,008 5F AREA X 0.04 GPD = \ FIN.FL.EL. 0 425, AREA. 1,00& S.F. Q. ____45 - USE: DWELLING, E-1 X Z 1L FLOW TL s: 418.00 GPD (SANITARY FLOW) 4032 GPD \ x 0 FIN.FL.EL = ±44.41 SITE PLAN BASED ON ORIGINAL SURVEY BY: O 85.28 GPD (GREY FLOW) \ "�'C 45 + AREA: 1500 5F � �o; � 13 Q 4;' /qq, � Fob PEGONIG SURVEYORS, P.G. 563.28 GPD (HYDRAULIC FLOW) 0 of 1250 TRAVELER STREET JAME5PORT, NY IIg41 < U) - - - - - _ _ \ /oy�i� \ �6 � - G LAW /q �� ,, SURVEYED: JAN. 10, 2001 O W GREASE TRAP Ix DESIGN FLOW +/ Q. /�, '1' \ Sr ry 6AR. 6 LAWN Nr SURVEY SCALE. I 100'-0" � 85.28 GPD x Ix = 85.28 GPD PROPOSED 5� 'y�N �_ 00 RE5 .0. 6T 0 REMAIN m 140 / AND SEPTIC TANK = 2x DESIGN FLOW STORM DRAINAGE SYSTEM /' \ �� " NO m5mv ! 2 .6, y x \ ELEVATIONS BASED ON TOPOGRAPHY MAP - 5 EASTERN TOWN5, 5UFFOLK COUNTY, NY �-i = O 563 GPD x 2 = 1,12656 GPD I - &V x 5' LIQ. OP LEACHING F,)OL 0. z�°' TEST \ NOTE;MAINTAIN A 5%GRADE WITHIN 20' DECK \ � / X40 DATED- 10-03-Ig15 � (V LEACHING POOL = Ix DESIGN FLOW/ IS 5F/DAY (OPEN COVER,CONNECT TO LEAi7ER5 - ss �1 HOLE OF SEPTIC SYSTEM,EQUATES ro r DROP 0. 5T x \ \ DATUM: ELEVATIONS ARE REFERENCED TO VERTICAL DATUM BASED ON MEAN m 563 GPD / 1.5 5F/DAY = 315 GPD IN ELEV.OVER 20'LATERAL DISTANCE / �I %°\t / REPUTED LOCATION OF \ 5EAL LEVEL OF Ig2q AS ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY AS SHOWN) FOR DTL SEE THI5 DWG sto, % o `i •" � 5' EFF, DEPTH) 600, �iy t�,o -; o t �O, (rYP FOR ALL PROP.SANITARY 5Y5TEM5 T�, +( EXISTING SANITARY SYSTEM AT SANDY HOOK N.J. USE, 1,500 GAL. GREASE TRAP (B�X6bP, 5T C M/,y 1 ,� / TO BE ABANDONED BY REMOVAL 1,200 GAL. 5EPTIG TANK (8 0x5'DP,4 EFF. DEPTH) PROPOSED EROSION CONTROL MEA5U` M� LP - - // +;- ` O \ NOTES: I - 8'OXIS' EFF. DEPTH 0315 SIDEWALL LPAGHIN6 AREA) INSTALL INLET PROTECTION, ) P>- 0 1 5EE BOXED NOTE FOR INFORMATION rT� � \ \ I. ELEVATIONS ARE REFERENCED TO FIVE EASTERN TOWNS TOPOGRAPHICAL MAP SANITARY LEACHING POOL SEE DETAIL ON DWG No.4 ® \ \ /�EX15T. WELL TO REMAIN AND BE \� * EP 1 / EXISTING ELEVATIONS ARE SHOWN THUS: 25.0 NOTE: USED FOR IRRIGATION PURPOSES ONLY -J \�,c EXI5TING CONTOUR LINES ARE SHOWN THU5: 25 PROP05ED SANITARY 5Y5TEM No.2 THERE ARE NO STORM WATER DRAINAGE \ /- \ . • � EXISTING PROP05ED SANITARY SYSTEM No.2 / \Oh/ ENGINEER: FOR BLDG 'D',USE: CHEESE MAKING SYSTEMS EXISTING OR PROPOSED WITHIN 20' \ P05ED SANITARY 5Y5TEM No.3 FjF \ NOTE: 5EE SEWAGE FLOW RATE CHART FOR FLOW BATF OF ANY PROPOSED SANITARY SYSTEMS FR. BUILDING / 1,500 GAL GREASE TRAP(8 Q xb H,5E.DJ, -� -- 1,200 GAL SEPTIC TANK �� 40 PROVIDE IN WATER SERVICE TO EXIST. BUILDING 'A',PROP05ED BUILDING 'D' AND EX15T. OF NEIN NK 000H, GREASE TRAP = IX DE516N FLOW USE: SHEEP BARN \ 1,200 GAL. SEPTIC TAM 4' ED!), (8'mx5'H 4' ED) 40 'E'('K'COPPER TUBING). ANY AND ALL H05E B1665 TO HAVE CHECK VALVES. '� �( T. 8 O 50.0 GPD X IX = 50.0 GPD 40 \ 8'0x12' EFF. DEPTH LEACHING POOL b'1Px12' EFF. DEPTH LEACHING POOL �P P� Uhl SEPTIC TANK = 2X DESIGN FLOW o. (TO REMAIN) \ W/50% EXPAN51ON 5HOWN / CO k � F 50D 6P0 x 2 = IOOD 6PD FIN.FL.EL. = 42.5' � � � (COMMERCIAL SYSTEM) � (MINIMUM COMMERCIAL SYSTEM) / �, 9 Soy EXPANSION SHOWN SCOPE OF WORK: i W LEAGHIN6 POOL = IX DESIGN FLOW/ 15 5F/DAY (NO WATER 5ERVIGE) \ FOR PROFILE SEE DWG No.3 �'�/ FOR PROFILE 5EE DW6 No.3 _ l u, 50.0 GPD / 1.5 5F/DAY = 33.33 GPD (NO RESTROOM) \ = 4 �� I. BUILD PROP05ED BUILDING 'D'. U5E: 1,500 GAL. GREASE TRAP(8 0X6'DP,5 EFF. DEPTH) 2. PROVIDE PROPOSED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO - & 2s GAL. SEPTIC TANK 4' EFF. DEPTH) \ \ \ '`�/�� PUBLIG WATER AND INSTALL PROP05W I"O WATER SERV. LINES TO BUILDINGS F� 7349 I 8�XI2 EFF. DEPTH SANITARY LEACHING POOL �ry \ \ �� (,�• 'A', 'D' AND 'E'. 9 FESS\�� (MINIMUM GOMMERGIAL 5Y5TEM) 4 ` �V 3. PROVIDE PROP05ED P.G. SLAB FOR DUMP5TER AREA AND ASPHALT SURFACE FOR H.G. PARKING AREA JEFFREY T. BUTLER, P.E. PROPOSED 5ANITARY 5Y5TEM No.3 �l� 60 / \ FG \ oQ / b 4. PROVIDE STORM DRAINAGE AND LIGHTING. FOR BLDG 'E',USE: DWELLING - 4 BEDROOM \ oh,� O 40 / o' \ �� \ \' 0 (� EXIST. SYSTEM TO BE ABANDONED BY REMOVAL / 560145 5TNOS - o \ wti \ ow DELINEATED FOR �� -A REPLACE W/ A MINIMUM COMMERCIAL SYSTEM (300 600) SEPTIC TANK = 2X DE516N FLOW \ p F\ LEG END: T_ In 300.0 GPD x 2 = 600.o GPD ���o \ \ TAX PURPOSES ONLY 000 � 300 O 1NGPD X 2 bOO.DESIGN �W SF/DAY FARTIA 1-__ 5 1 TE FLANTHERE ARE NO POTABLE WATER WELLS WITHIN �F/FD ' \ / O No 5URFAGE WATERS WITHIN PROPERTY LINE ��// _ 150 OF ANY PROPOSED 5ANITARY 5Y5TI=T15. 300 FEET OF PROPERTY LINE KITCHEN WASTE LINE KIT O P4 O CQ LL USE: 1,200 GAL. SEPTIC TANK (8'0X5'DP,4' EFF. DEPTH) IG 1'' fl U ��� \ / .y O Z da O p I - 8'PX12' EFF. DEPTH SANITARY LEACHING POOL I -- ,�f° �� 1 No WELLS WITHIN 150 FT OF SANITARY 5EWER xss ,- LU (MINIMUM COMMERCIAL SYSTEM) Pv1l�R 31 2016 ''f� �. '� PROPERTY LINE z �Q } 5O I5 O E30 60 - GO PROP05ED WATER SERVICE W--�+- �, :- GRAPHIC 5G,4LE I - 50 -0 � � � s 'triol,.: �omi EXISTING WATER SERVICE w w O O N F- < IZ Plzrring 8c.�r� STORM DRAINAGE GALG: v a-' ISL-so p CL STORM WATER DRAINAGE STRUCTURES ARE AP P MOV E D STORM DRAIN sD so- O W AREA COVERAGE / SEWAGE FLOW RATE CHART: MDE5P05ENEDD S�TU�RE•5GONNLYED BY PLANVIINIG BOARD FLOW IoW z Z W °o EX. AREA: PROP. AREA DESIGN SEWAGE FLOW RATE CALCULATION: STORM LEACHING POOL ( O T_ Z DE516.: 5TRUGTURE/U5E: VOLUME = AREA X RAINFALL X COEFFICIENT TOWN' OF SOUTHOLI) \��/ �O� ll� � � � O .�_f B5MNT Ist FL. 2nd FL. BSMNT Ist FL. 2nd FL. 5TRUCT. USE FLOW RATE SANITARY GPD GREY GPD HYDRAULIC GPD 5AN. 5Y5.DE516: RAINFALL = 2"/4R. = 0.161' SEPTIC TANK/GREASE TRAP 1 ILr � -4d- COEFFICIENT OF ROOF = IA DATE /-1 O� ® 15TY FR BUILDING WA 4,2b4 5F TL WA WA WA WA FARM5TAND/KIT.: LEACHING POOL \ O [� X U_ O O USE: FARM5TANDBUILDING D -CHEESE MAKING BLDG: Ip08 S.F. « - Q a/ O O N W/KITCHEN SANITARY LOAD 0.03 6PD/5F 121A2 GPD 213.2 GPD TOTAL PROP05ED ROOF AREA = 1,008 5.F. � PROP05ED 1,008 S.F. x 0.161' x ID = 168 G.F. EXI5TIN6 CONTOUR - 5Y5TEM Nod VOLUME REQUIRED: 168 G.F. GREY LOAD 0.02 GPD/5F 85.28 GPD EXISTING GRADE U56 Z LU ® I STY FR BUILDING WA ±1,200 5F WA WA WA WA GEN. INDUST. 0.04 r,PD/5F 288.00 GPD 288.00 GPD (U 8' x5' LIQUID DEPTH LEACHING POOL TEST�� ? (3 < USE: SHEEP BARN (OPEN COVER) O Q 15TY FR BUILDING PROP05ED VOLUME PROVIDED = 2112 G.F. 0 © USE: GARAGE WA 1544 5F WA WA WA WA GEN. INDUST. 0.04 GPD/5F 21.16 GPD 21.76 GPD SYSTEM Not FINISHED FLOOR ELEVATION F.FL.EL. _ O I STY STEEL BLDG WA WA WA WA 1,008 5F WA PROGE55 WTR FOR 50 6AL/BATGH 50 GPD 50 6PD PROP05ED U5E: GHEE5E MAKING GHEE5E MAKING I BATGHMAY SYSTEM No.3 EXISTING 51TE COVERAGE: 13,508 5.F. (1.13%) EROSION CONTROL LEGl�END: I- A(5E : GEN. INDUST. 0.04 6PD/5F 40.32 GPD 40.32 6PD PROPOSED PROPOSED 51TE COVERAGE: 14,516 S.F. (1.21%) SYSTEM No.1 EXI5TIN6 F.A.R. = 0.0130(15,558 S.F., 130%) SILT FENCE BARRIER O 2 STY FR BUILDING ±550 5F ±1,5005F ±1,500 5F N/A WA WA RESIDENCE 3006PD 300 GPD 300 6PD PROPOSED F.A.R. = 0.0138(16,566 S.F., 138%) USE: DWELLING (4 BEDROOMS) HOUSE CONNECTION W/GLEANOUT REQUIRED FOR ALL GOMMERGIAIL INSTALLATIONS INLET TO BE PROTECTED: TOTAL ±550 5F ±13 508 'SF ±1500 SF O.O 5F I p08 SF O.O 5F >< 828.00 GPD 85.28 GPD 913.28 6PD TVP. FOR PROPOSED SYSTEM'S No. I,2 AND 3 USE CURB DROP INLET PROTECTION OR 5ANITARY LOAD GREY LOAD HYDRAULIC LOAD FOR NOTES AND INSTALLATION REQ'MT5 SEE DWG NO3 50DH5 APPROVAL AREA: FILTER FABRIC DROP INLET PROTECTION of 4 CAST IRON FRAME AND 6RATE/COVER CAMPBELL 1162 G OR APPROVED EQUAL z SEPARATION DISTANCE REQUIREMENTS FOR 'E' o X -x -x -x -x -x -x -x F.FL.EL.= 144.41' PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON N STORMWATER LEAGHING STRUCTURES AND vim' b x x USE: DWELLING PROPOSED 4'41)HOUSE FRAME AND COVER INSTALLED AT GRAVE OVER EACH OPENING(TYPICAL) FINAL &RADE - PIPING (OTHER THAN RE5IDENTIAL): 6' GHAIN LINK BEDROOM)gOOM) CONNECTION,PROVIDE GLEm-w HORIZONTAL SEPARATION D15TANGE5 FOR STORM I FENGE Yd/ GREEN ( CHAIN LINK W/PARTIAL BSMMT AT FACE OF BUILDING O O " PRIVACY 5LATS, - FENGE W/GREEN Ri BBEARAFFIG DRAINAGE LEACHING POOLS: x EX.GRADE G.I.COVER EX.GRADE G.I.COVER �i I I Q PRIVACY SLATS O PROPERTY LINE = IG MINIMUM �' _ ® ELEV.4188' 41.25 4125 IS PIPE DIA.MIN. BUILDINGS WITH CELLAR = ID MINIMUM x x b 0 ELEV. 41.25'� N 1 SLAB ;� G.I.DOVER EX.GRADE z ° '� IRS MIN.(AS REQUIRED) ( I APPLICABLE) BUILDINGS ON SLAB =VICE INE/LATERALS/MAINS = 10'MINIMUM ' �'� ® ELEV. 40.00' ° 0 , I WATER SE L TOOL PIPEHI6H'DEH517Y POLYETHYLENE(HDPE) ® ® I UNDERGROUND UTILITIES = 5'MINIMUM A I 10'x10' CONCRETE x EDGE #3 0 12"O.G E.YL =< T.O.SLAB 0 } a ° SIZE: ® ® ® ® I SANITARY SEPTIC TANK = 20 MINIMUM I PAD FOR ( , - ORN INLET TO 50 CONN = 10"Q MIN ® ® ® ® I SANITARY LEACHING POOL = 20'MINIMUM _ EL.3q-)q' ------ SD TO SD CONN = 15•m MIN x DUMPSTER x ;fl ° a < o� ---- -- ____-- 38 " { ® ® ® w I GREASE TRAP = 20'MINIMUM a _ -- Q uJ w 34 ROOF LOR CONN= 4 m MIN p 20" MIN I ® ® ® � ® 1 PUMP STATION = 20 MINIMUM ( t I - � " I----I T.O.SLAB 0 EL. 24' � � � 1 ® ® ® 3 MIN. x x , IE 38.38' 4 0 SDR 35 PVC®Y4/L.F. IE.=38.13' � ® 1 MANHOLE = 20 MINIMUM 3' MIN. I ® � ® °-~ ® ® I I ( C2".57 BAN 4"0 HOUSE TRAP .- ,� IE. =3125' ® ® F ® ® ® N � ~ U_ oIMBED IOS LF.o Y4 /LF. = 'PRIVATE WELLS = 50 MINIMUM18 IEE IE.=3Tb3® ® ® U, ® ® RETAINING WALLS = 10'MINIMUM MOUNTING283 =0.22 DROP(MIR) 4 4 © ® ® � ®WRAP STRIIGTURES " ® ® ® � ®© ® © I WITH FILTER FABRIC FUEL STORAGE TANKS(BELOW GROUND) = 20 1,200 FAL4 0 5DR 55 PVC,OYe /LF. _ _ wW_7E 6EOTEX 351,BY MINIMUM FENGE EDGEl:-0.. - Ob SEPTIC,TANK ST w ® ® ® � © 85'LF.o Y'/LF. = IOb'_ ® ® ® ® ® ® � S � v ►�'- PROPEL x x BEAM TD EXTEND BOT.DONT. b'MIN OAq DROP(MIN Q . T � HORIZONTAL SEPARATION DISTANCES FOR STORM I I FI MIN.BELOW W/#3 TIES 0 ® ® ® ® ® 1 I DRAINAGE NON-LEAGHING STRUCTURES: _ x PLAN VIEW x FIN'GRADE 24"t O.G. � BOT OF TANK 0 EL.33.13' ® ® ® ® ® �+ ® � � S � S � 1® ® ® ® 1 WATER SERVICE LINE:5/LATERAL5/MAIN5 - 5 MINIMUM PROPOSED SEPTIC SYSTEM No.3 FOR b.o' ® ® ® ® ® ® � ( UNDERGROUND UTILITIES = 5 MINIMUM EXISTING BUILDING 'E' ® ® ® ® ® � GREASE TRAP = 5'MINIMUM SECTION F=su ° PUMP STATION = 5'MINIMUM 3 GLEAN (MINIMUM COMMERCIAL SYSTEM) SAND COLLAR ® ® ® ® ® MANHOLE = 5'MINIMUM * DUMPSTER ENCLOSURE DETAIL NOT TO 5GALE � ® � _ � Q � � z I NON-RATEABLE SANITARY 5EPTIG TANK = 5'MINIMUM u� 8' DIAMETER SOIL + O'-O + NOT TO 5GALE N Z4 - TYPICAL COMMERCIAL SYSTEM REQUIREMENTS: b'0 x I2'a�.DP. � F==7 ® N N o Z 5 Q � O N N 6ROUND WATER VERTICAL 5EPARATION DI5TANCES FOR STORM + + I. PROVIDE WATERTIGHT,IN5ECT-PROOF ADJUSTABLE AND LOGKING CAST IRON FRAME LEACHING POOL � ® ® �LLAR MATERIA b" MIN. DRAINAGE LINES: (PENETRATION) WATER SERVICE LINES = IS" MINIMUM AND COVER INSTALLED AT GRADE OVER ALL OPENING(TYPICAL). (I OF U 2. PROVIDE 8"THK TRAFFIC BEARING SLABS ON ALL 5TRUGTURE5. USS DATA WELL No.532390.1 BOT.OF POOL 0 EL.25 25' RATEABLE 501E SANITARY WASTE LINES = 18" MINIMUM 3. MAINTAIN 5%MAX.SLOPE FROM EDGE OF SANITARY SYSTEM OUT 20' IN EACH DATUM= N6VD2q DIRECTION(TYPICAL) HIGHEST RECORDED 6ROUNDWATEt LEVEL / SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC TANKS a 026'ABV VERTICAL DATEM UNDERLYING SAND AND &RAVEL STRATA (OTHER THAN RESIDENTIAL). PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON � E: GROUNDWATER,FOUND TO EL.19.01 MIN.HORIZONTAL SEPARATION DI5TANGE5: L.STORM DRAINS=20'-0" FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(IYPIGAL) NOTES: A.BUILDING W/CELLAR=10'-0' M CATCH BASINS=5`-0" ° - I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEPTH. B.BUILDIN6 ON 5LAB=5'-0' (NON-LEAGHING) 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. G.WATER LINES= 10'-0' N.SAN.L.P.=8'-0' CAST IRON COVERS TO GRADE ° 3. ALL DRAINAGE 5TRUGTURE5 MUST BE WRAPPED WITH FILTER FABRIC,. D.SURFACE WATER(1 ETLA?105)=15'-0" P.PUMP 5TA,GREASE TRAP " FINISHED GRADE e_ ,. 4.USE 15' DIA GORRIGATI=D HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR F.PUBLIC WELL=200-0' OR MANHOLE=8-0 A ° INTERCONNECTION OF ON-51TE STORM WATER LEAGHING POOLS G.PRIVATE WELL= 100'-0" Q.PROP.LINES=5'-0" L A.HDPE PIPE SPECIFICATION(AA5HTO M-2q4) H.RET.WALL(WTRPROOF)=10'-0' R 5WIMMIN6 POOL=20'-0" 8'MIN.,TRAFFIC e,, 24 of NSW YOf?K CITY& LONG 151 ANn B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) J.U/G FUEL TANKS=20'-0" 5.TOP OF EMBANKMENT OR 5TEU3'SLOPE BEARING TOP u1 B 800-212-4480 1811 G. WATER-TIGHT JOINT TESTING SPECIFICATION(ASTM D-3212) K.U/6 UTILITIE5=5'-0" (15%SLOPE OR GREATER)=25'-0' 20'MIN �� 20"MIN � T.BLUFF=b5'-0' D.GASKET SPECIFICATION(A5TM F-4TI) INLET TRAP www.dignetnycli.com or N OUTLET ° ° www.ca 11811.com(for other states) SEPARATION DISTANCE RcQ'MT5 FOR SANITARY LEAGHING 5TRUGTURE5 MIN 35 :o FLOW LINE ° ° e TYPI GAtL STORM HATER (OTHER THAN RESIDENTIAU: oRRt-C3�L5UIVVA� MIN.b"m SDR 3 ° PVC PIPE OR ° a TRAP 51ZE By law,excavators and contractors working in the For safetyreasons, homeowners are strongly MINIMUM HORIZONTAL SEPARATION D15TANGE5: L.STORM DRAINS OR PITCHED MIN. EQUIVALENT, DIM. five boroughs of New York Ci and Nassau and encouraged to call as well when planning any A BUILDING YU CELLAR=10-0 REGHARGE BASINS=20-0 Y4 PER FT. PLAN Suffolk Counties on Long Island must contact a of digging on their roe Homeowners �.EAGHINC POOL (r,�►D DETAIL ' � ' � " 9 City g PITCHED MIN.Xs/FT 4 type 99 9 property.rtY• NOT TO SCALE B.BUILDIN6 ON SLAB= 10'-0' M.CATCH BASINS,NON-LEAGHING= 10'-0" ° "d4 (TO SEPTIC TNN 6ALV.STEEL A 30 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by • G.WATER LINES= 10'-0" N.5AN.L.P.=b'-0" Z�s OR SEWER MAIi4 T ` D.SURFACE WATER(WETLANDS)= I00'-0' P.PROP.LINES= 10'-0` � FRAME d COVER B 30 but no more than 10 working days(excluding calling 811,the national call before you dig v m F.PUBLIC,WELL=200'-0' Q.TOP OF EMBANKMENT OR STEEP SLOPE z G q weekends and legal holidays)prior to beginning number. For excavation work completed on - O P MONOLITHIC y digging or excavation workto personal property, it is the contractor's 6.PRIVATE WELL= 150'-0" 05SK SLOPE OR GREATER)=25'-0' z ;n BASE SECTION ensure undergroundlines are marked.Excavators responsibility--NOT the homeowners-to _ Mir- ZEX' N.RET.WALL NNS=20'-OFF)= 10'-0' R.BLUFF=65'-0' N N _ and contractors can also submit locate requests contact DigNet. Having utility lines marked priorJ.U/G FUEL TANKS=20'-0' S.SEPTIC TANK,PUMP 5TA GREASE TRAP online,through )TIC. If you do not currently use to digging is free of charge.K.U/G UTILITIES=5'-0' OR MANHOLE=b'-0' ITIC, please call 1-800-524-7603 for more info. n VT.SWIMMING POOL=20'-0' � SLABCAULK WATERTIGHTTYPICAL SINGLE GREASE TRAP SLEEVE PIPE ANo NOT TO5GALE HOUSE CONNECTION NOTES:&ALV.STEEL 5LEEVE�� CSEE PLAN FOR X Z LL (USE FOR PROPOSED SANITARY SYSTEM No.l AND No 2) INV. ELEVATION (PER 5.G.D.H.5.STANDARDS FOR APPROVAL OF PLANS AND GON5TRUGTION FOR SEWAGE DISPOSAL 5Y5TEM5FOR O `PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING,CAST IRON ° OTHER THAN 51NGLE-FAMILY RE5IDENCES)'o ° CD PROPOSED 4'0 HOL15E PROPOSED AT /E �ALDIN6 FRAME AND DOVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) COVER THIGKNE55E5 Q) A HOUSE CONNECTION15 DEFINED A5 THE PORTION OF TFE GRAVITY SEWER LINE WHICH EXTENDS FROM THE FACE BLDG �1 PROVIDE CLEAN-CUT 3/16" FOR SPAN OF 30" OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEM. O 7USE: b) THERE SHALL BE A MINIMUM TWO FOOT LENGTH OF GA5T-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION. �. LU ' HEEF.FLEL= 42561 ' ' SEGTION 1/4" FOR SPAN OF 36'" 0 HOUSE GoNNECTIGNS SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERWISE NOTED. C"�1NO BASEMENT GRADE ,-ten G.I.COVER EX.GRADE G.I.COVER G.I.COVER EX.GRADE G.I.COVER G.I.COVER5/16 FOR SPAN OF 48 d) NOT USEDEx.GRADE e) HOUSE GONNEGTIGNS SHALL HAVE A MINIMIM PITCH ON ONE-QUARTER II�H PER FOOT.LEV.42.0' `r ® ELEV. 42.0' ® ELEV. 42.0' 420 C ELEV. 42.0' 3/8" FOR SPAN OF b0" N SLIP RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF REQUIRED,A (� N I/2" FOR SPAN OF 72 FLEXIBLE PVG CCUPLING WITH STAINLESS STEEL BANDS MAY BE USED TO CONNECT GA5T IRON PIPE TO PVC m -_-_-_-_-_- -_-_-__-_-_ TA.SLAB©EL.41Ar TD. AB® TYPICAL HOUSE TRAP DETAIL HOUSE GONNEGTI0N5. THE FLEXIBLE COUPLING AND BANDS SHALL CONFORM TO ASTM GIIl3. ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLDG. EL.40.42' 20"MIN TYPICAL IE.= 40.11' ___ -__-__ I----I T.O.SLAB®EL.3q3' 56ALE: NONE h) HOUSE CONNECTIONS SHALL BE STRAIGHT. THERE SHALL BE NO 13EN05 IN SEWER LINE5 TO THE SEPTIC,TANK OR �T •• GREASE TRAP. IF BENDS ARE UNAVOIDABLE,REFER TG 5GDH5 STANDARDS FOR SEWAGE DISPOSAL SYSTEMS- H+--i _j FOR KITCHEN WASTE IE_��, IE=3936 n FLOW I?E ------- OTHER THAN SING-_E FAMILY RE5IDENGE5 FOR REQUIREMENTS. w PIPE(SHOWN)AND KITCHEN WASTE PIPE(5HC21N) SANITARY WASTE PIPE 4'0 SDR 35 PVC,o Y4/L F. _ IE=3q.26'-/ F- IS'TEE IE=3876' IE =3851' 12 L.F.o Y'/LF. =30'=1025'DROP(MIW 4J 4 Q V ® ® ® � �_ ® INSECT-PROOF ADJUSTABLE AND LOGKIN6 CAST IRON b 0 SDR 35 PVC,o Ye /LF. 410 HOUSE TRAP SANITARY WASTE PIPE �1,500&AL A�TRAP GT q LF.6 Ye'/LF. =1.13'= 1,200 6AL 4-0 5DR 35 PVC,aYe /L.F. PROVIDE: WATERTIGHT, 0.10'DROP(MIN) SEPTIC TANK ST qD LF.6 �'/LF.=1.13'_ ® ® ® �LP� ® °r FRAME AND DOVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) ENGINEER: 4"0 SDR 35 PVC o Y4/L.F. IAPPROVED Ib LF.o y'/LF. =4D'=0.33'DROP(MIN) 4"MIN b'MIN 0.10'DROP(MIN) © � � ® ® Q ® .Q� FINISHED GRADE BOT OF TRAP 0 EL.3931' BOT.OF TANK I ® ® ® ® ® "' ® ( 0 N E Icy IE o SEPTIC TANK=3g2b' ® ® ® ® ® ® " - 8" MIN TRAFFIC �G ,n b.a 8.0' ® EL.3426 ® ® ® ® o ® PLANNING BOARD 1 24 24 BEARING TOP IE.=3q.26' ® � ® ® � ® / ` 20" w 9 20 MIN x N 20" MIN l co k F / I TOWN OF SOUTHOLt� _ * 4 ' Cr (INLET PIPE-SANITARY WASTE PIPE FROM"BLD&b') ® ® ® ® ® ® - - - -° 400 SDR 35 PVC,o Y4/LF. / I _ �_ w PROPOSED SEPTIC SYSTEM No.2 FOR Ib LF.o Y4/LF. =4D'=033'RISE(MIW DATE (p- 1 INLET ] a m2 3 GLEAN SAND COLLAR ® ® ® ® ® ® F 07349 PROPOSED CHEESE MAKING BUILDING 'E' I N OUTLET DI 8'0 x 12'EFF.DP. � ® ® / ��t. ( '� MIN 4" DIA. MIN 4'DIA. OA (COMMERCIAL 5Y5TEM) LEAGHING POOL � ® ® / '^-r 5DR 35 PVC I b" ROW LINE - _ ,9 SDR 35 PVC, OFESS\ NOT TO SCALE U OF 1) ® ® PIPE ' PIPE OR EQUIVALENT I - I EQUIVALENT JEFFREY T. BUTLER, P.E. T.OF POOL®EL.2651' BAFFLE PITCHED MIN. DATUMDAT 7VD No.532390.1 I / PITCHED FT IN. ,I _ I - Ye IN/I FT HIGHEST RECORD®6ROWHATER LEVEL = 102b'ABV VERTICAL DATUM - d) WALLLL Oi Q TESTHOLE: NO 6ROUNDWATER FOUND TO EL. Iq.O' I LL LlJ 0 I z I T m I o I N O < PROVIDE: WATERTIGHT, IN5EGT-PROOF ADJUSTABLE AND LOCKING CAST IRON I I O O PROVIDE: WATERTIGHT, INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON FRAME AND DOVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) O Z LL O Q PROP05 D 4'0 HOUSE CONNECTION 8 MIN TRAFFIC -- - - d-- - -° - - - - - - - - EASTIN6 PROVIDE CLEAN-W AT FACE OF BUILDING FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPICAL) BEARING 5LAS - Z CO } BUILDING'A' FINISHED 6RADE I LU O USE: FARM5TAND NOTE: GALG'S AND DE516N - " " Z (TO BE REWORKED) FFLEL.= 5125' ? wITRI_1FDI_15D5PL ACCORDANCE 5. / , - \ I O O CV NO BA9EMENT EX.GRADE N G.I. --+COVER EX.GRADE CELCOVE� N C.I. =4GOV R EX.GRADE G.I. --4GOVER GEIL_4GOVER EX.GRADE N v 2�-- -I N I O < l� O ® ELEV.41.5 ® ELEV. 41.5' ® ELEV. 41.5' @ELEV. 47.5' / I � 0 Q ------- ------ T.O.SLAB 6 EL.4652' TO.SLAB 6 , 1 / I O ------ ____� ------- EL 4559' 20 MIN MIN. 4"� SDR 35 ®® TYPICAL IE.= 45.61' ___ ci ______ I-----I T.O.SLAB 0 EL.45.01 PVC, PIPE OR I I z Q Q 1.1.1 O FOR KITCHEN WASTE ------- EQUAL, PITCHED O IE=4536' PIPE(5HOY@�U AND KITCHEN WASTE PIPE(51_1014) IE=44bb' ------ MIN y8' PER LIN FT ®® w _I J SANITARY WASTE PIPE 4'0 SDR 35 PVC o Y4/L.F. IE=447b' :� w Q O t d- 12 LF.o Y'/LF. =3.0'=025'DROP(HW Q o IS'IEE IE=4428' / ® 1 � � Z - b'0 SDR 35 PVC,aYe/L.F. d Q Q IE.= 44D ® ® � ® ® ® / I ® �+ I I 4'0 HOUSE TRAP 1,500 GAL LA •_ "' `r ® � ® ' `- SANITARY WASTE PIPE q LF.6 Ye/LF. =1.13 - 1,200 6AL 4 0 SDR 35 PVC 0Ye /L.F.LI,p� 3' MIN. X 0 O GREASE TRAP GT 010'DROP(MIW SEPTIC TANK ST qD LF.o X'/LF.=1.13'_ ® ® ® � ® UR I Q O O (v 400 SDR 35 PVC o A4 /LF. " ® ® ® ® ® ® COLLAR = { Ib LF.o Y4/LF. =4D'=0.33'DROP(HW 4 MIN b MIN 0.10 DROP(MIW ® ® ® ® ® Q ® N _O _I I V I I.E.o SEPTIC TANK=44.76' BOT OF TRAP 0 EL.3933 BOT.OF TANK _ _ _ II 0 EL.39.16' ® ® ® ® ® ® I ( Q ` +�� I I - 'F-10 Q O t ® ® ® ® ® _9 I t o IE.=44.16' ® ® � ® ® ® �- Z L71 (INLET PIPE-SANITARY WASTE PIPE FROM'BLD6'N) I ® ® ® ® � PROPOSED SEPTIC SYSTEM No.l FOR 4"0 SDR 35 PVC,0Y4/L.F. ® ® ® ® ® ® 8 m I O Ib L.F.o Y4'/LF. -4D'=033'RISE(MIW EXISTING BUILDING 'A' Y CLEAN SAND COLLAR (GOMMERGIAL 5Y5TEM) 8'0 x 13'EFF.DP. � ® ® ? 6' MIN. PENETRATION LEAGHING POOL ® ® INTO A VIR61N NOTES: \ I / TE: ALL PIPING INSTALLED HIGHEST RECORDED NOT TO SCALE ® ® 6RND WATER m 4000 PRAVEL .5.1.0 28 DAYS \ \ / / AND SHALL REMAIN GA5T IRON (I OF 1) STRATA OF SAND I UNDER BLDG SHALL BE:CAST IRON, � I' 11_ U565 DATA WELL No.532390.1 BOT.OF POOL 0 EL.29.0' - -7E : 2. REINFORCEMENT MEETS _ _ {� / LEAVING THE BUILDING TO A FAC I JI m l� L, Ii - �[; D6FEST ATUM =NREGORDED 6ROl1NDWAT�LEVEL = 1026'ABV VERTICAL DATUM / =ACKFILLMATERIAL-= 3.SALL SANITARY PIPING TO BE DISTANCE OF 5'AWAY FROM BLDG / (GLEAN SAND d 6RAVEL) 4'(P SDR 35 PVC, PERIMETER. TESTHOLE; NO 6ROU DWATER FOUND TO E_. Iq.O " h��AR 31 2016 i�� e^ SArNI TARY LEAGHI NC POOL (LP) .SEPTI G TANK - 1,200 CAL. (ST) '7'io'.7n (GOMMERG 1 AL 5Y5TEM) (GOMMERG 1 AL 5Y5TEM) Pia,nin f . d NOT TO 5GALE NOT TO SCALE O I THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLU51VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANCE OF THESE RESTRICTIONS. 4 VALVE BOX COVER ill � L FINISHED 6RADE _ o - =III=III-III-III: � o N - - - _ - - - - `D 0 NOTE: O � ALL WATER LINES SHALL BE 4'1 BELOW GRADE. - _ - _ -. / ADJUSTABLE CURB BOX QQ / -BINGHAM 4 TAYLOR FIG. No. . - 4901 BUFFALO TYPE, _ - _ - _ . _ u, o PROPOSED 2" WATER SERVICE COMPLETE OR APPROVED - _ _ _ _ _ _ - _ - _ - _ - EQUAL. - . . z 0, 9 (15' MIN COPPER PIPE PRIOR TO CONN POINT) - - _ _ . . . - . . - . . - - � Uj - s ER _ -. - -. - -. - : QB2A < � CURB STOP MUELLE - PROPO5E:D 2" WATER SERVICE M A161TION TO OF APPROVED EQUAL. _ _ _ _ _' - '_' - '_' - - Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired CaCe PVC PIPE BETWEEN REQ'D COPPER L.ENGTH5) _ _ - _ - _ - - - - on C103 Mounting plate. Lamps supplied. P k S _ . . _ . . _ . . _ TAMPLu _EDBA6KFILL I JL A - _ - _ Lam Info Ballast Info PROPOSED - PROPOSED 2" WATER SERVICE - _ - _ - _ - _ - _ _ . . _ . . _ p N [COPPER PIPE IT MIN FROM ALL Type T-4 Type: N/A v 2" WATER SERVICE CONNECTION POINTS(TVP), _ - - _ - _ - : - - - - - - - - Watts: 75W 120V, N/A ' `: o 0 0 0 0 (COPPER PIPE - 15 MIN TRANSITION TO 2" PVC, BETWEEN _ . . _ . . _ . . _ . FROM CONN.POINT) CORPORATION STOP MUELLER H-15000 OR QV CAPPER LENGTHS] VALVE BOX SHOULD NOT ,-' _ _ _ _ _ Shape/Size: NIA 208V: N/A R Q RE _ _ Base: N/A 240V: N/A APPROVED EQUAL WITH APAG FULL BODY COME INTO CONTAGT W H _ . . _ . . _ . . _ . . . SUPPORT INSERT SERVICE SADDLE / IOL. WATER MAIN QR�/4L�/E - - ANSI: N/A 277V• NIA o g o 0 _ _ - .. • < - - - - Hours: 1,500 Input Watts. 75W - - - Lamp Lumiens: 1,500 Efficiency: 100% EXISTING WATER MAIN Efficacy: 20 LPW RIOTER SERVIGE DETAIL PVC MAIN ` ' ' PVC, MAIN TechnicaISpecifications KT5. :a as _ _ _ _ _ UL Listi nc�: Suitable fcr wet locations. Suitable for mounting within _ . . _ . . _ . . . a _ . . _ . . _ . . _ . . . 1.2m (4ft) ofthe ground. Housing: - - - '_' - '_' Precision die cast aluminum, 1/2" NPS threaded arm - - - - - - - ' - - - with locking swivel and EZ Grip lock nut fits all standard _ =UNDISTURBED BLaGK7^ILTH SUFI=[G1EI�iT�°`RBA CJF_ : mounting r I N5TALLATI ON REQUIREMENTS FOR WATER SERV I GE5 _ _ g .,avers. (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) _ _ - CONCRETE f2j;;0 ST_SHITABLE - -UN_DI�TURBEN D - _ - _ - '_• - _ SOa L. A�APPR01�€D B-1' TN€ - G. PIPIN6 REGIUIRIN6 JOINTS IN WHICH A CHEMICAL SOLVENT - - - SOT- - - - Lens Gasket: EPIGINEER-D��7EJATL lJNDERI�IE 4TFf. INSTALLATION OF INSTALL PIPING 4 I/2'DEE- FROM THE HOUSE TO THE EXISTI'N6 STUB 5--SUBDIVISIONS 15 UTILIZED 15 NOT ACCEPTABLE.(BRA-%COUPLINGS ARE _ _ _ _ _ _ _ _ _ _ _ _ _ -AND-SIDES IN 50LIa DINT._ - _ - High termp,.rature silicone gasket stays in place during VAULT(71E IN AT AUTHORITYS COPPER TAIL) REQUIRED _ - - . . _ . . _ _ _ . . _ . . _ _ _ _ _ _ _ _ - _ - VAULT I I nE IN T SERVICES--EXISTING STREET# WATER MAIN D. TWENTY(20') FEET OF COPPER 15 REQUIRED FROM IN51DE - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ relamping. I. INSTALL PIPING ON THE PROPERTY,4 1/2 FEET M THE THE BUILDING TO THE START OF THE PLASTIC PIPE. - � - - SERVICE LINE INSPECTION PROCEDURES - - _ _ _ _ _ _ _ - - - _ _ _ Reflector: BUILDING TO THE PROPERTY LINE.A MINIMUM I'SERVIIGE LINE 15 I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN REQUIRED. INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE BUSINESS Semi-specular anodized aluminum, v (m 2. LEAVE A I'RISER ABOVE THE GROUND LEVE_AT THE PROPERTY DAY ADVANCED NOTICE 15 REQUIR®� T1 P I GAL I N LINE MATER VALVE I N5TALLATI ON - LINE WITH THE END CRIMPER. 2 SOMEONE MUST BE PRESENT ON THE DAY OF INS EGTION. Sockets: w O 3. SERVICE LINE MEASUREMENTS FORM M 15T BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION.�S ARE TAKEN 3. IF REINSPECTION IS�,A$25.00 FEE MUST BE PAID NOT TO SCALE Porcelain ".i-pin GY 8 base with gold plated contacts �T� N FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF PRIOR TO THE REINSPECTION. I-�-1 YOUR PIPE AT THE PROPERTY LINE.SERVICE LINE MEASUREMENT 4• LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL and 250 G socket wires. • FORMS ARE AVAILABLE AT THE NEW SERVICE DEPARTMENT. OUR INSPECTOR HAS APPROVED THE SERVICE LINE. OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET 5. IF THE SERVICE LINE INSPECTION PASSES,THE RV OF THE PIPE Lens: .� 4• THE END BY THE CURB WILL BE PAINTED BLUE. IF SERVICE IN5PEGT14N AWAY FROM ANY OBSTRUCTION SUCH AS TREES,TELEPHONE POLES, FAILS,THE END OF THE SERVICE WILL BE PAINTED RED. Thick, tem)ered glass. CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION 6 P�DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE INSPECTION FAILS. A m X BUILDING Finish: EXISTING � �. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETCH I STY FR. BUILDING X Z L_ 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE SHALL BE BURIED IN THE WATER SERVICE TRENCH Our enviruimentally friendly polyester powder coatings BUILDING. METER SETS are formul lted for high-durability and long-lasting color, USE: FARMSTAND b. ALL OTHER UNDER6ROUND UTILITIES MUST MAINTAIN A 10 FOOT AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NE3^l 0.0 (TO BE REWORKED) O ���FROM����� and con�tails no VOC or toxic heavy metals. 0.0 o.0 0�0 ' CQ O INSTA!ATION OF SERVICES--EXISTING STREET STUBS SERVICE DE°ARTH%T TO HAVE THE METER SET.WE MUST HAVE THE I. INSTALL PIPE 4 1/2 FEET DEEP FROM THE HOUSE TO THE EXISTING HOUSE NUMBER BEFORE THE METHZ CAN BE SET' O + 0.0 0.0 ,0.0 .0.0 STUB VAULT(ITE IN AT AUTHORITY'S COPPER TAIL) TAP LETTERS Replacement Lamps: 0D .0.0 01 00 ,o.oLLI d) 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE TAP LETTERS CAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID, 0.1 WATER SERVICE HAS BEEN ESTABLISHED AND THE METER HAS BEEN M QUARTZ DUAL BULLET KIT a1 0.1 0.1 0.l 0.1 ,0•I 0.0 0.0 �- (�/ BUILDING. SET. �y SPECIFICATIONS NOTICE IF IN5TALLIN5 SEPARATE HOT WATER HEATERS,SEPARATE MODEL NO. EI6H ,0.0 0,1 ,0.1 •'�I 00 r O Installation: MOUNTING HEIGHT = 8' ABV GRADE 02 p•2 '0.1 Oi 00 ,o.o • • 1. TYPE 'K"SOFT COPPER TUBING,MINIMUM 51ZE I"IN51DE DIAMETER. �A�ON TANKS SHOULD BE INSTALLED. Twin 75w Flood Kit pre-assembled on C103 plate for .0.0 0'0 0.1 ,o.l 01 0.0 ,0.0 Ul N 2. CUSTOMER'S VALVE, SWITCHING SERVICE TO HOMEOWNER--THE BUILDER CAN BRINE IN A A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE 516NED APPLICATION CARD 516NED BY THE BUYER,BUT IT MU5T BE 01 •°2 ,o l .°I .0° ' BUILDIN6. easy in ,tall�+ion. O.o m FILLED OUT COMPLETELY INGL.UDING SOGIAL SECURITY NUMBER, •0.0 0.0 D3 0.2 0.2 •01 .0.1 0.1 0.0 0.0 00 ,0.0 3. PLASTIC,PIPE SPECIFICATIONS, DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND O.I O1 ,o.l 00 ,o.o ,. A. PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE Patants: ,o.o O.I 0.2 •0� • ' ,0.0 0o FT WATER SYSTEMS CAN BE INSTALLED FROM THE BUILDING TO CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER RAB sens,)r and fixture designs are protected under o0 p0 Poo Q0 01 0� '°� 0� 02 01 •°1 '0.1 Q1 Oo .0.0 .00 Poo ESTABLISH THE ACCOUNT AND GALL FOR A 015CONNEGTION OF 9 p ,0.0 0.1 •0'1 •0.0 0.0 •0.0 OJ 0.4 0.3 ,0.2 0.1 0.1 41 00 0.0 W WITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE SERVICE,ALLOWING THE BUYER ONE WEEK TO E5TABLI5H SERVICE IN U.S. and International Intellectual Property laws. 01 ,O.I 0,0 OS ,0.2 .0 .0.1 .0.0 17- PROPERTY PROPERTY LINE MUST BE"K'SOFT COPPER TUBING. HIS/HER NAME. B. PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING ITN BURSTING PRE5��l1RE RATED AT 000 0.2 p2 01 ,OJ .0•I 00.1 •011 ,0.0 •00 0.2 03 Ob 0.4 •0 '0 p4 03 0.2 0.1 11 .01 ,0.1 0.0 •00 ,0.0 PPE55URE OF 200 P.S.I.(W •0.0 ,0.1 0.1 Ob 0.2 0.0 ENGINEER: LEAST TWICE THE WORKING PRESSURE) 0 0 .0 0.1 0.1 Q 1 OA •0 4 0•T 0'4 03 ,0.1 •0.1 0.1 0.0 00 O.o O.o • ,0.2 .0.1 0.l 0.1 J.0 J.7 J.I ,0.2 ,0.1 O.o OF NE� ,0.2 .0.0 ,0.6 0.4 0.0 W .03 ,0.1 ,0.1 J.3 0.T ,0.1 0.1 0.0 OD 0.1 O.1 •02 0.2 1 ,o.l ,o.o •0.2 .25 J.b ,0.4 O3 ,0.2 •0.1 O.o P EY T GOT O,p OA O1 0.1 0.2 0.3 0.2 •0.2 ,0.2 ,0.1 ,o.l ,0.1 ,0.1 •0.0 0' .45 25 J.9 0.9 03 ,0.2 .0.1 0.1 0.1 OS ,04 .03 0.1 ,0.1 ,0.1 ,4.1 .2.1 J.0 .0.4 ,0.1 .0 0.1 EXI5TIN6 0.2 0.2 O.l O ,o.I w RAB NOTES:; p'0 0•I •0.4 •04 p3 ° 0.1 ,0.1 •01 A .0.1 ,0.4 02 15TY FR BLDG (� Z * THE LIGHT' LC55 FACTOR(LIF) IS A PRODUCT OF MANY O.2 03 0.6 0.4 03 ,0.2 J.2 0•I O•I USE:GARAGE 2 36'MIN.LENGTH FENCE WOVEN LURE FENCE(MIN o.b 0T .0 ,o.I PROPOSED ,03 , • 02 01 O.o F c� 06 ,0.1 02 • tP 2"X4"WOOD FRAME POSTS DRIVEN MIN.16' 141/2 6AUI W/MAX b' VARIABLES„OILY LAMP LUMEN DEPREGIATION (LLD) HAS BEEN O.b i .0 O.3 1�GTE�EIUKI� 01 0.0 0.4 � 0.4 Al ,0.1 0 O� 93 � APPLIED TO 11-E CALCULATED RESULTS UNLESS OTHERH15E NOTED. ,0•b J•o J•T J•I O.1 0.4 0.2 •0.1 FIN.R.EL 0 425' 0.1 00 0.0 ,o.o p•0 0'o i4Rpl; .Jsto INTO GROUND. MESH SPACING) THE LLD 15 E RESULT(QUOTIENT) OF MEAN LUMENS/ INITIAL b J3 .0.0 • AREA: IpoB 5F to 10' MAX.G. Tors. LUMENS LAMP MANUFACTURER'S SPECIFICATIONS. J'q '2S J y ,0.9 0.4 '0'3 STAKE-� ,4 ^2.5 JEFFREY T. BUTLER, P.E. / n 2 F,gBRIG * ILLUMINAT ON VALUES SHOWN (IN FOOTCANDLES) ARE THE A ,4,1 2.1 J'0 0.4 PREDICTED RE5ULT5 FOR PLANES OF CALCULATION EITHER A J.2 -0-1 �+, (� �, f� Q HORIZONT ,\, IGAL OR INCLINED A5 DESIGNATED IN THE 02 7 CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO THE p3 ' O HEI6HTOF PLANE OF GAL:ULATION. ® EXI5TIN6 PLANNING BOARD CD II1-1-IIII=111 ' o y y . FILTER IU5E:SHE5TY FR.EP LD -7 I�1_=I�=II l= a \L' THE GALGULATED RESULTS OF 14I5 LIGHTING 51MULATION (T0 REMAIN) TOWN OF SOUTHO N O -11 II-TIS=111 0 y��,0�� �0`t' ,� ,4, v REPRESENTS A40 ANTICIPATED PREDICTION OF SYSTEM FIN.FL.EL.=42.5 Q � y PERFORMANCE ACTUAL MEASURED RESULTS MAY VARY FROM DATE ,/� ` O LL CQ DROP INLET BURIED FABRIC THE ANTICIPATED PERFORMANCE AND ARE SUBJECT TO MEANS / � CO � z �a O Q PERSPECTIVE VIEW AND METHODS WHIGH ARE BEYOND THE CONTROL OF RA13 ( � W ED WITH GATE FRAME 36"MIN.F[3IGE POST LIGHTING, INC. `^(: ^" �� 0 ED LU O ---� yy -I I 111MOUNTING HE?�HT DETERMINATION 15 JOB 51TE SPECIFIC, OUR "v 0 N Q/ S---� WOVEN WIRE FENCE(MIN, I/2 GAUGE W/ N LIGHTING SIMULATIONS ASSUME A MOUNTING HEIGHT(INSERTION Q O 19M MAX 6-MESH SPACING)WITH FILTER CLOTH I C� CL L POINT OF THE LUMINAIRE SYMBOL) TO BE TAKEN AT THE TOP OF ti II FL W ? THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE BOTTOM OF TI.F SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING O a v I 6AVER E:XCE55 AT UNDISTURBED 6ROl1ND CONFIGURATIO15. Z Q O CORNERS - COMPACTED SOIL PARTIAL PLAN - PROP05E0 L I C HTI NC < w o RAB LIGHTING,ING. LUMINAIRE AND PRODUCT DESIGNS ARE LLzOEMBED FILTER CLOTH SCALE: I" = 20'-O" l--i < - A MIN.OF 6"IN 6ROIIND. j4' -:E PROTECTED iJiaER U.S. AND INTERNATIONAL INTELLECTUAL J -{ GON5TRUGTION 5PE6IEIGATION5 PROPERTY LA!5. ° ,- SECTION VIEW PATENTS ISSUE)OR PENDING APPLY. THE LIGHTING ANALYSIS,EZ-LAYOUT, ENERGY ANALY515 AND /OR VISUAL 51MULATION5 ("LIGHTING DESIGN") PROVIDED BY RAB LIGHTING, ING. ('RAS') X Z lel- O O I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT REPRE5ENT5 AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DESIGN PARAMETERS AND INFORMATION PROVIDED BY OTHERS. THESE: DESIGN PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL � TERM APPLICATIONS. Luminaire Lou ion Summary MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS.• RAB REGOMMEN05 THAT DE516N PARAMETERS AND OTHER INFORMATION BE 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GON5TRUGTION 5PEGIRGATION5 FIELD VERIFIED THE REDUCE VARIATION. v LL O THEY WILL BE OVERLAPPED TO THE NEXT STAKE:. LumNo Ta ( Label MN Ht Orient Tilt RAD NEITHER WARRANTEES EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MIEA50RED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS AS � � O •: I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES _ ' 3.STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A COMPARED TO THOSE ILLUSTRATED BY THE LIGHTING DE516N. RAB NEITHER WARRANTEES EITHER IMPLIED OR STATED, NOR REPRE5ENT5 THE O OR STAPLES.P05T5 SHALL$E STEEL EITHER T OR'U TYPE OR HARDWOOD. 1 /� (2) QB2B 8 226.08 60 ►-I Z MINIMUM LENGTH OF 3 FEET. APPROPRIATENESS COMPLETENESS OR SUITABILITY OF THE LIGHTING DESIGN INTENT AS COMPLIANT WITH ANY APPLICABLE: REGULATORY CODE: LLl 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE OB26 8 221.05 bO REQUIREMENTS WITH THE EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DE51GN 15 Z 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE/�MINIMUM IS „ 2 A (2) CQ FENCE WITH TIE5 SPACED EVERY 24 AT TOP AND MID 5EGTION. 5 O < INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BE WOVEN WIRE,12 I/2 GAUGE,6'MAXIMUM MESH OPENING. ISSUED, IN WHOLE OR IN PART, A5 ADVISORY DOCUMENTS FOR INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTRUCTION NOR AS BEING WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. Total Quantity.2 PART OF A PROJECT'S CONSTRUCTION DOCUMENT PACKAGE. a 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT 3.WHEN TWO 5ECTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTi=R CLOTH SHALL BE EITHER FILTER X, 6.A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC MIRAFI IOOX,STABILINKA TI4oN,OR APPROVED EQUIVALENT. Luminaire SGhF.�UIe FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRICATED UNITS SHALL BE EEOFAB,EDIED AND M TR APPROVED E WHEN ENT. tubo) Ta Qt Label Arrangement TI Lam Lumens Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN � � y � p p P � " "BULGES"DEVELOP IN THE 51LT FENCE. { A 2 QB2B 2 @ a0° 1500 152 1.000 Quartz Dual Head Bullet Kit - 15W 15 150 300 QBI - L51218b5.1E5 .I;;�,i L� � ✓ ��� !���`� FILTER FABRIC F -9 - --_ U.5.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RE5OURCES CON5ERVATION SERVICE SILT GalGulation 5Umma JEFFREY T. BUTLER, PE. 15 NOT RESPONSIBLE FOR SAFETY 1 216 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS. FENCE Label Demription Ga1GT!pe, Units Avg MQX Min Avg/Min Max/Min Pt5pGLr Pt5p(Tb THIS IS NOTA RECOMMENDED LIGHT LAYOUT. 0 15 A 1�l �AR NE:W YORK STATE 501L d WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE DESIGN BASED UPON THE SOUTHOLD TOWN CODE - SECTION Ga1GPt5 51te Readings Taken at 0'-0" AFG Illuminance FG O.Ob 4.5 0.0 N.A. N.A. 5 5 280-12q AND SUB-SECTION 172 - EXTERIOR LIGHTING 4 THESE DRAWINGS AND AGGOMPANYING SPECIFICATIONS,AS, INSTRUMENTS OF 5E:RVICE,ARE THE EXCLUSIVE:PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REU5E,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLAN5 SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i A COVERAGE ° 55 R BLDG INFO / ARE p c EX.AREA: PROP.AREA p� 7 DE516.: 5TRUCTUREIU5E: EXIST FOR WORK IN THIS AREA: BSMNT Ist FL. 2nd FL. BSMNT Ist FL. 2nd FL. yY �c�.6 �Ni �UTIL POLE \ N 5111= ® ,STY FR BUILDING WA 4,264 SF WA WA WA WA �' \ PROPOSED PARTIAL SITE PLAN, ��C� �° LOCATION USE: FARMSTAND �4� N/O/F �� \+ \ NO SANITARY 5Y511rM WITHIN SEE DRAWING No.2 0 �+aF 4 >- Q Q F I STY FR BUILDING WA 11200 5F WA WA WA WA e' �� MINNIE BORAWA .� \" 200 FEET OF PROPERTY LINE M � Q Ck ® I SE: SHEEP BARN S x5b.0 �r \ PROPOSED PARTIAL LIGHTING PLAN, BUILDING A WA WA WA 55 �� �lq \ �`� 1 U IL POLE NO SURFACE WATER5 WITHIN o� Q © 1 STY FR WA 1544 SF W \ Oo� t0 ( \ \_ GARAGE \ 300 FEET OF PROPERTY LINE SEE DRAWING No.4 _ I STY 5T9EL BLD& WA WA WA WA IMM 9: WA S = z © USE: GHE1=5E MAKING \� \ 60 \ NO WELLS WITHIN 150 FT OF \ / 2 j�� __ U�,�r cm PROPERTY LINE x o 2 STY FR BUILDING j550 5F 11,500 5F t1,500 5F WA WA N/A _ \� �i \ i &2416. a © USE DINELLIN6 tot `n AREA TOTALS: 1550 5F f13,508 SF t1,500 SF 0 SF 1,005 5F 0 5.F. < z ��Jiii i50 60p, EXISTING 517E COVERAGE: 13,508 S.F.(1.13%) ,5Ib SF.(12155)14 \ \ EX15T ¢+ PROPOSED SITE CZV�E= : EXISTING F.A.R..R. - 0.0130(15,555 5.F., 1.30%) / ��,. \ ,` .r UTIL POLE t7 fig. ",! '^4' EXIST.O.H R EGT SERV TO REMAIN SF., '/ I FALLOW EXIST.FARMI ST PROPOSEDFAR OAI38(16 , -, �y .o FIELD •2 IvtA�ltU� Ifii;. STORAGE BI D6 I R cQi o cQi OLOGATION MAP: BE REY�RKE 50 NOT TO SCALE ® '' FO \ • ? � I � ::> ISTY FR '917 \ BUILDING 'c�yjr \ FROPOSED 51TE PLAN 1 � REWORKED 'X 6RVL PKG t \ I GU(TO BE 51 T HOGUE• /p �, FpG MANEiIYF;RiN6' ;. , \•�� AREA.; TOWN OF SOOT HOLD.: ryp � \ •��, \ air-FOLK COUNTY, NEW YORK WO/F /�� S:G.T,M. No. ���v \ =oma ' ' 50TM NO.: 1000-96-02-10.1 4 10.2 GUTGHO6UE FIRE 015TRICT I ek/ '�/F EX.RET.WALL L \ I ZONING DISTRICT, 'AG' AG!?IGULTURAL CONSERVATION � I � ATION I 6/l� -, Z-1QJ _ ' TO REMAIN © EX.GAR y�`�O��� F� \ CURRENT USE: FARM gyp :1' I RESERVED AREA OD TO REMAIN ���� �' - °F,o� \ PROPOSED USE: N.G. 55 / (DEVELOPMENT R16HTS INTACT) 26.4'x 20.6' \ I'F,y� FEMA FLOOD ZONE: N/A • AREA. 80 S.F. 164 AG) I / o. r 1 \ .� I 10� ( EX. DECK \ AT '8 x4.5O REMAIN SITE DATA: ExisTlN(S: PROPOSED: oto^) \ ' / ExisOrlNG oo \ • \ \ \ 45 OVERALL 51TE= FARM 1,199,2155 S.F. N.G. \ �b T4s "1' (127.5302 AG) 8 EX.2 51 Y FR. FR.BARN \ (ro REMAIN) . \ /• I:ouSE REMAIN FOR BUILDING INFO / AREA COVERAGE SEE CHART (THIS DWG) x55.2 000, \ / -„`� ° D PROFS GFIEE5E / / . ..• :: : '; IMPERVI0U5 SURFACE: • MAKINGEXISTING AREA: 13,50b S.F. (1.1355) RDs. 6 40 NO SURFACE WATERS WITHIN \ I �� FF / 42.0'x240' \ FALLOW / m • I a FIELD p . / b~ PROPOSED AREA: 14,516 S.F.(12155) Q 300 FEET OF PROPERTY LINE / \ � �91• b'ti (DOES NOT INCLUDE GRAVEL PARKING AREAS) No WELL5 WITHIN 150 FT of \ �o a.ox o. !� POSTAL DISTRICT: CUT0406UE APPLICANT: W N PROPERTY LINE MORTON BUILDIN65 T' 1',•' 4, ,''; p, � FALLOW 6/ 35 SGfIOOL DISTRICT SOUT}fOl D FIELD �c,. / >�, FIRE DISTRICT: SOURWLD 22355 COX LANE,UNIT No.4 a f(1 l,•: ` , p�• / / J �o �°� ELECTRICAL 56RVIGE: LIPA GUTGHO61UE, NY, 11935 O � .: �ti /• FALLOW \ NOTE: LINES OF DELINEATIC�I� WATER SUPPLY: SCWA(PUBLIC WATER) 631-134-4060 P4 P, p,::: / FIELD I FLOOD ZONE: WA W m wo/F / SHOWN HEREIN ARE USEDTOR / / 30 511 15 iN 6WMz.: Iv x RHX CORP. / I I \ / / � x z �- TAX PURPOSES ONLY / SITE PLAN BASED ON OR16INAL SURVEY BY: 55 I I PEGONIG SUIR�v-EYOR5,PL. O x415 ( 1230 TRAVELER STREET.IAMESPORT, NY 11441 < LAS I x56A o SURVEYED: JAN. 10,200'1 O/ I EXISTING x28.0 SURVEY SCALE: 1 = 100-0 IRRIGATION A 1 I -WELL T l'v'ATION5 13A51ED ON TOP06RAPW MAP - 5 EASTERN TOWNS,SUFFOLK COUNTY,NY O • ,, O II �' • ,� x31.0 i \ 30 ��=ATUM ELEVATIONS ARE R TO VB2TIGAL DATUM BASED ON MEAN N / c'D FALLOW� FIELD �9 � � � I SEAL LEVEL OF 1924 AS ESTABLISHED BY THE US. COAST AND 6E0►DET1G SURVEY t'n �� NO SURFACE WATERS WITHIN AT SANDY NOOK N.J. ``� 5L.RT..LK No. �Ay _ / 300 FEET of PROPERTY LINE .. • I \ 1tJ�/�,/-%-2 10.2 Q\ - .F x345 -I �O /\ DEVELOPMENT RIGHTS EASEMENT / / oti NO WELLS WITHIN 150 FT OF NOTES: (DEVELOPMENT R16HTS SOLD) , PROPERTY LINE � x385 / / O I. ELEVATIONS ARE REFERENCED TO FIVE EASTERN TOWNS TOP06RAPHIGAL MAP AREA: 1,119,213.2 S.F.(251936 AG) �'+k/ .gip x37.0 EXISTING ELEVATIONS ARE 5FIOWN T� & 25 / O'• WO/F ANN MARIE 60ERLER REVOCABLE LIVING TRUST EXI5TI%CONTOUR LINES ARE SHOWN THUS: 25 ENSINEE ' TOWN OF 5OJTHOLD ,��OF NEw \\ FALLOW I \ / \ I ��/2/ (DEVELOPMENT RIGHTS) �� EY T. 0� X51.0 \ FIELD \ \ \ \ y \ SCOPE OF WORK: 0 x34.5 I LLI 1.BUILD PROPOSED BUILDING b'. \_ G I 2.PROIADE PROPOSED SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO PUBLIC o ?3493 • \ \� / � � D/�T� J \ � HATER AND INSTALL PROPOSED I"�P WATER SERV. LINES TO BUILDINA 65 'A', 'D'AND 'E'. ' FESSIONP� \ �Q \ �`s6o 40 3.FROVI DE PROPOSED PL. SLAB FOR DI MPSTER AREA AND ASPHALT SURFACE FOR H.G.PARKING AREA 4.PROVIDE STORM DRAINAGE AND LI&MN6. JEFFREY T. BJTLER, P.E. \ / �\ . I 15H- T INDEX ZONING INFORMATION: N O I.av kLL SITE PLAN x44D AGRIGULTURAI GON5ERVATION AG 2.PART(ALSITEPLAN Q til LOT SIZE;bOp00 S.F. MIN No%pT-AGE WATERS WITHIN6��''f�\ • \ \ \ \b\ t \ 3.DETAfLS 4.PAL LIGHTING PLAN EXISTING: 1,199,2155 SF.(275302 AG) Q N 300 FEET OF PROPERTY LINE \ \ 1 \ PROPOSED: N.G. No WELLS WITHIN 150 FT OF \ \ \ ) I I I \ LOT WIDTH; 115' MIN �T� Z O Q PROPERTY LINE \ \ / FALLOW / I 40 EXISTING: 16438' O LU \ FIELD I } \ \ \ ?rte. / / 5 35 PROP05ED: N.G. v LU - O LEC I Q Z \ \ F I E1�D o LOT DEPTH;250 MIN Q EXI511NG: IJ311' \ �Go / \ \ \ / PROPERTY LINE PROPOSED: N.G. LL \ �0�� l \ • \ \ x35.0 / KITCHEN WASTE LINE KIT FRONT YARD SETB ' Department of Health Services , w0/F RHX CORP. / \ I \ \ \ /� \ SANITARY SEWER EXISTING: Ilb � MIN Z O p Suffolk County Depart ' \ \ j/ // \ p'•• Approval Ly for Construction-Other Than Single Family / \off \ I \ \ / / : 1485 = W Q O ` PROP05M WATER SERVICE J ' 10-(5=06�Z Design Flo �3• 7�-F40w r ��C \ \ / ��� / \ REAR YARD SETBACK: 15'MIN T' d- G o \ j / ExisTING: 8n2° Reference No. h%F '\ /4 `,�� I EXISTING WATH2 SERVICE "'- PROPOSED: 9412' 9) Z O I \ \ / J x405 x U- O Q . : I 50 \�D p; Use(s) w neral con ~man with Suffolk o These plans have been reviewed for ge s,relating to water supply \ \ \�4 p r / �/ / ' STORM DRAIN -Health Services Serwices standard / SIDE YARD SMACK: 20' MIN W O N 1'.• County Department of p'.. and sewage dis sal. Regardless of any omissions;\inconsistences or lack \ p'• :' ` g p° n is uited to be in accordance with the attached NO SURFACE WATERS WITHIN \ \� \ / { / \ FLOW ARROW EXISTING. 183 8 O O constructlo T0Q L Waived by 300 FEET OF PROPERTY LINE FALLOW \ / s•}` o \ PROPOSED: 3468' O - 1 of detail, licabie standards unless specifics\y \l •• . permit conditions and aPP ears a vat da. \ >s- \ FIELD I /35A ��`. \ STORM LEACHING POOL a ~oval expi Y NO WELLS WITHIN 150 FT OF \� lj.S' Std,, 40 ���� ON SIDE YARD SETBACK CUMULATIVE: 45' MIN Z 1LI p. the Department. This PP 1 \ 1 I !� ��'� �' SEPTIC TANK/GREASE TRAP l z }' PROPERTY LINE a unless extend or renewed / 1 . \ \ 1 EXISTING: 5512' _ O,/ PROPOSED: N.C. D 20/ sewer 45 LEACHING POOL O / LIVABLE FL. AREA /DR-6 UNIT: 850 S.F. MIN O O O 35 l \ EXISTING. f3 S.F. . pppro sl Date X000 EXISTING CONTOUR - -6- -- PROP05ED: N.G. 0\/ERALL SITE PLAN \ \ \ � ��%,� / Q�• \ _ ` x 6.0 MAXIMUM PERMITTED DIMENSIONS: P AC E \ i g _ EXISTING GRADE i \ . •J \ \ �, / � 3o LOTEXIGOV : S13,508 MAX F(3 65 5 1.1355S.F) No SURFACE WATER5 WITHIN \EST HOLE PROPO5ED: 14636 S.F.(12255) 80 40 O 80 160 - 240 / \ r . 300 FEET OF PROPERTY LINE GRAPHIC SCALE I - 80 O / / Qnj�'/ BLD6 HEIGHT: 35 FT. /214 STY'S MAX WELLS,WITHIN 150 FINISHED FLOOR ELEVATION = EXISTING: t255' /2 STY • - 40 \ NOPROPERTY LINE � FTA,a. PROPOSED: N.G. x35.5~ f 4 THESE DRAWINGS AND ACCOMPANYING 5PEGIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXGLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE OR16INAL 51TE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUCTION OR RMIGATION BY ANY INIETHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THE-5E PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGi3'TANGE OF THESE RESTRICTIONS. p ::• HANDICAPPED PARKINS 516N No SURFACE WATERS WITHIN RR _ ASPFIALT CONCRETE-_TYPE 6 300 FEEr of PROPERTY uNE ,4B�4NDDNMENT BY REMO�/AL: PAVEMENT SECTION (MINIMUM THICKNESS) _ _ - R D �O dJ ME RVE ANYTIME E INS RES . No PARK � 0 P �: ' .• ` .: - Al EXISTING SYSTEM TO BE ABANDONED BY REMOVIN6 �'.ASPFiALT.B/15E•COURSE •� b PARKIl�TG w� No WE I S WITHIN 150 FT OF ASPHALT NG, GOU�E� f I/2" .- .. .. .. . e cv ALL RESIDUAL SEWAGE WASTE5 BY A LICENSED cQi >t: PROPERTY LINE WASTE HAULER,REMOVING THE ENTIRE STRUGTIIRE(5), �7 `i'y/�%�l R • (� �- ASPHALT CONCRETE /�\/\\/�\/\\/\\��\/\\/�\/�\��\/�\/\\/�\/�\/\/\\/\\/\\/� BACKFILLIN6 WITH 50ITABLE SAND AND 6RAVEL 21/2 STONE BLB�BASE-45fG C.OIIPAGTION(STANDAF2D ��Q MATERIAL,AND PROPERLY COMPACTING. BINDER COURSE \`\\j\\`�w\i\\j�\\\/\\/\\L`\ljG\\\\\\\\\\/\\`\\j\\j /\\/ SITE ^ 41i�,/� //�i/\y,�i //\�/\i/�!r,�l�.Vi i/ //,,�� / i5 STONE BLEND BASE 4" `V `\�/� OF WVV YX CI'(Y r, � LOCATION Q _ �JJ RK I NC AREA - H.G. '� 800-272 ��80 811 M Rud C , N � TEST HOLE PAVEMENT 51E6TION BY: MCDONALD 6E05GIENGE P4-6 BOX 1000 5OUTHOLD N.Y. 119-11 www.dignetnycli.com g: to v �' NOT TO SCALE or � 631=165-36115 www.call811.com '-O" $'-O" • I .✓•L•O•T•� • (for other states) _ E- 9 8 (SEE 51TE PLAN POR LOGAT'ION) DATE: AUG. 18, 2014 Z LU _ { L-M216A-f ED g ¢�� O� Cutch a&ule. ) EL.42.0' 6RQUNp LEVEL Q' By law,excavators and contractors working m the ' ' PALE BROWN SILT five boroughs of New York C' and Nassau and :•.. �4�F PARKING SIC-�N Suffolk Counties on Lon Island must contact TMPI .,411 PARLCING DET v�I 9 r NOT TO 5GALE / (r IL) Q� ' NOT TO SCALE / DigNet, 1-800-272-4480 or 811,at least 48 hours / EL.39.5' 2.5'BELOW GRADE but no more than 10 working days(excluding / NOTE: LINES OF DELINEATION BROWN FINE To weekends and legal holidays)prior to beginning any mechanized digging or excavation work to �a cQi 5ANITAR`! 11 n r A.I O 11 A=TION; SHOWN HEREIN ARE USED FOR 1�. SAND (�) ensure underground lines are marked. �� ,� "'��� ;�✓� � _ � _ � � ZONE: IV / Excavators and contractors can also submit /� 'kap• t , R 6ROU IDWATER Mme - IG WATER) EXISTING GRAVEL S locate requests online,through ITIC.If you do not cpi R d , ALLOWABLE FLOW FOR 51TE - 600 SPD/ACRE(Poet 6o TAX PURPOSES ONLY / PARKING AND currently use ITIC,please call 1800-524-7603 LOGATI ON MAP. 5 g s EL. I9.O' 23.0' BELOW GRADE for more information. ry NO SURFACE WITHIN I:. MANEUVERING AREA 22� NOT TO SCALE ON AI7_I I�TFD LOT AREA: 300 FEET OF PROPERTY LINE NO SANITARY SYSTEMS WITHIN No 6ROUNDWATER ENCOUNTERED 1 200 FEET OF PROPERTY LINE For safety reasons,homeowners are strongly . ^ .~' ^ 215302 AG.(1,199,2155 5FZ / TOTAL 51TE AREA = D PROP. HANDICAPPED PRK6 5P. encouraged to call a well when planning any PROPOSED PARTIAL 51TE PLAN: �T RIGHTS EASEMENT AREA =25ki936 AG.(1,119,213.2 5FJ NO WELLS WITHIN 150 FT OF type of digging on their property.Homeowners DEVELOPMENT RIGHTS INTACT AREA = 184 AG. (80x000 5F) PROPERTY LINE / ASPHALT SURFACE IN H.G. PARKING N4 PIROPO`,7 INP WATER SERVICE can contact us directly at 1-800-272-4480 or by SITUATE AT: AREA REQUIRED calling 811,the national call before you dig CUTGHOGUE AD.a15TED LOT AREA = TOTAL 511E AREA - DEV• RIGHT EASEMENT AREA H.G. 516N TO BE MOUNTED ON BUILDING -k PROPOSED I"c0 RPZ IN number. Forr excavation work completed on TOWN OF 50UTHOLD 184 AG(80x000 SFJ = 215302 AG(1,199,2155 Sr-) - 256936 AG.(1,119,213.2 SF) SEE DETAILS,TH15 DWG, ROT BO ON PSG. SLAB personal property,it is the contractors - T RI6HT'5 INTACT) �� responsibility-NOT the homeowner's-to contact `-�FFOLK COUNTY, NEW YORK ADJUSTED LOT AREA - 184 AC.(DEVELOPEMEPt v ,� 50 POINT OF GONNEGTION ZONING DI5TR00-GG,-02-IA6RIGULTURAL CONSERVATION DigNet. Having utility lines marked priortoSCTH 1 4 NATION TWEEN NEW WATER MAIN AND digging is free of charge. 104 SPD ALLOWED / / CURRENT USE: FARM' 600 6P0/ACRE x 1.84 AG. (5GTM 1000-96-240.1) = I, f I" TAP (BY SGWA) PROP.DUMPSTER ENOLQ.�JRE q bog, POSED METER PIT FENIOAFLOOD ZONE: WA USE BUILDIN65 'A', 'G', V' AND 'E' TO ESTABLISH DENSITY,NOTE THAT BLD6 13' 15 ON PSG. SLAB / II PARKING REQUIREMENTS: EXCLUDED FROM DENSITY GALL PERSUANT TO) ARTICAL 3.12 5EE DETAIL ON 5HT 3' EXISTING BUILDING 'A', ' _ SPD - „k � + + J INSTALLATION REQt1T5 USE= MIXED BLDG A 121.92 / X50- � � SEE 9-EET SITE DATA:. USE: EXISTING: F'ROPOSE:C7: 'G' = 21.16 SPD ,� FARM STAND - 4 GU PER STAND OVERALL SITE: FARM 1)99,215.5 S.F. N.G. BLDG TING � + 4 SPACES REQUIRED (USE 0.04 GP'D FOR PURPOSES OF GAL GULA ® $ , ��� BLDG 'D' = 4032 SPD 511E DENSITY - PER 56085 N01 No3,REVISED) STORAGE AREA. 1,643 S.F (t2-1.5302 AG) ISP / Ip00 S.F. GROSS FLOOR AREA 1,008 5F AREA X 0.04 GPD = 4032 GPD \ k�' \ EX. I STY FR. BLDG. I SPACE REQUIRED AREA COVERAGE AND SEWAGE FUJI RATE SEE CHART(THIS DWS) FOR BUILDING INFO, = LAWN \ FARMSTAND W/KITCHEN /ate\ PROPOSED BUILDING 'D',USE CHEESE MAKING EN 007 'C= 300.00 6PlZ / TOTAL = 4gOA0 SPD RESER�/Ep AREA / Mti 1.500 SAL TRAP(8'0 xb'H,5EDJ, FOOD PROCESSING AND PACKING - IMPERVIOU5 5URFAGE: r 00 BE REWORKIED) �� tk• 4, EDS 0.75 SP /EMPLOYEE EXISTING AREA= 13,506 5F.0.13%) APPLICANT: * ' GD. 1,20Q SAL: TANK(8 Qx5'H, , b TOTAL PROPOSED SANITARY FLOW FOR SGTM NO. 1000-46 = 440DO 6PD / AREA=80000 5Q.FT. FIN.FL.EL = 51.25 �o TIM 00 IOOo�Ib-2-10.1 = 104 SPD --50- AREA: 4,264 SF /�.� ; ° ' No. OF EMPLOYEES = 3 PROPOSED AREA 14AI6 S.F.n21SK) MORTON BUII.DIN65 L'n �'• TOTAI. ALLOWABLE SANITARY FLOW FOR SG ,6T .� 8 x15 .EFF.'• GHIN6 POOL •o, 3 SPACES REQUIRED DOES NOT INCLUDE GRAVEL PARKINS AREA(5) • • � D. .. �_ '� 'W/SOR': EXP OK 45 22355 COX LANE UNIT NOA O p '• p EXISTING BUILDING E',USE: DWELLING r-N1-1 / Fs (Go AL SYSTEM) CUTGH06UE,NY 11935 6 ? l N 6o f `O I SPACE REQUIRED POSTAL DISTRICT: GUTGHOGl1E • 4/ 'S 1 -FOR ILE SEE DW6 NO3 631-734-4060 t- p:" Fo \ Fo INSTALL SILT FENCE BARRIER, �yN ': ; � ° : O, NOTE= 2 SPACES FOR RESIDENTIAL PARKING SCHOOL DISTRICT: 50UTHOLD 5��i:rbt7Y c.Y� I-1=M r:Al ri11 ATIONS: F \ lq SEE DETAIL ON DWG, No.4 + � M/N � + ARE PROVIDED IN BLDG G - 6ARA6E FIRE DISTRK17, 5=44OLD T- p; r�i r�:�, ..�1 l i�l ,4 PROPOSED SANITARY SYSTEM No.il <<o \ EP,--\ LP / \ ' l / ELECTRICAL SERVICE: LIPA NOTE: a m SEE 5EWA16E FLOW RATE CHART \�F�Flp \ EXISTING RETAINIDlO WALL + �� /, + TOTAL NUMBER OF SPACES REQUIRED: 9 WATER SUPPLY: SGWA(PUBLIC WAT% , P: FOR Bl.D6 A - USE: FARMSTAND \ TOTAL Nl1MBE3•t OF SPACES PROVIDED: 14 FLOOD ZONE: WA I. PROPOSED BUILDING b AND REWORK O ..•.::;;:: BLD6 'A' = IOA2 6PD - SANITARY LOAD \ \ TO REMAIN +/ EXISTING GRAVEL _ + 45' INCLUDING(I) HANDICAPPED SPADE 511E IS IN 6 WMR: IV OF BUILDIN6 'A' BY OTHEP25. SEE d- }- •• 85.28 6PD -6REY LOAD �CS� E (NO RESTRM - INCLUDE IN SAN. BLDG 8' = 288A0 SPD - SANITARY LOAD GALG. FROM ANOTHER BLDG ON \ \ PROP I STY STEEL BLDfz i6 MANEUVERING AREA ?o EX. 2 STY FR. BLDG. MORTON BUILDINGS FOR INFORMATION. USE: CHEESE MAKING x .e ,� S' 111 BLDG 'G' = 21.76 SPD -SANITARY LOAD 511E -PER 5GDN5 NOI No3,REV'D) \ \ _ USE: DWELLING,4 BDRM 6 X Z BLDG, V' = 4032 6PD - 5ANITARY L01� FIN FL.EL. B 425',AREA= Ip08 5F. -45 - + 4 I p08 5F AREA X 0.04 SPD = \ \ , FIN.FL•EL = -44.41 �; SITE PLAN BASED ON OR161NAL SURVEY SY, p' :• ' FLOW TLS: 478A0 SPD (SANITARY FLOI^V 40.32 6PD \ / % � _ 3 ry� �q AREA. 1,500 5F �� � PE( SURVEYORS,P.G. � � � p'.. 85.28 6PD(6REY FLOW 45X + �, � 3 h 9 °� 1230 TRAVELER STREET JAME5PORT,NY 11941 � < US p` Sb3.28 SPD(HYDRAULIC FLOW \ SD `� M/N \ �6 �� 0 9 �Aq SURVEY SCALE: 110= • Q L�L� p' - -- -_ LAWN (Y +/ :a:•� .6, D N \ g, :y . GAR. 6 �`p LAWN _ J _- N 1 ■ p GREASE TRAP = Ix DESIGN FLOW _ a SPD x Ix = 8528 SPD PROP-05M AND c� '� 'y��Y ���-fNo RE5 A• � GT � O REMAIN � �O, ?' STORM DRAINAGE 5YST ; : �S ELEVATIONS BASED ON TO�P'06RAPFfY MAP - 5 EASTERN TOWNS,SUFFOLK COUNTY,NY �•1 � O SEPTIC TANK = 2x DE-516N FLOW x 563 SPD x 2 = 12656 SPD I - &0 x 5' LIG. OP LEACHIN6 POOL A _'� TEST \ �o�, ry M� � \ / / \ '40 DATED: 10-03-1915 � N ) NOTE:MAINTAIN A 5%GRADE WITHIN 20' DECK � T x / \ � DATUM: ELEVATIONS ARE RSG® TO VERTICAL DATUM BASED ON MEAN L.EAGHIN6 POOL = Ix DESIGN FLOW/ 1-5 SF/DAY (OPEN COVER CONNECT TO LEADERS - �s 9o,$ . HOLE OF SEPTIC 5Y5TEM,EXATE5 TO I'DROP p , ,5 AY = 375 SPD IN ELEV.OVER 20'LATERAL D15TAWE cp ° / REPUTED LOCATION OF SEAL LEVEL OF 1929 AS ESTABLISHED BY THE US. COAST AND GEODETIC SURVEY 563 SPD / 15 5F/D A5 5HOY'W FOR OIL SEE THI5 DWG 6 go, /0' ,'° `, ';"'`, ANI ARY Y �� '`�' + �� EXISTING SANITARY SYSTEM ` AT SANDY HOOK N.J. ' 'DP 5' EFF. DEPTH) Oo, �1/,y �`O u�-t O �0, I (TYP FOR ALL PROP.5 T 5 5TEM5 USE, 1,500 6AL.6REA5E TRAP(8(PX6 HjjN I / / TO BE ABANDONED BY REMOVAL, \ 1,200 SAL. SEPTIC TANK(8'�X5'DP,4' EFF. DEPTH) PROPOSED ER0510N CONTROL MEASURE: ST "\;-\ LP _ - i0 t SEE BOXED NOTE FOR INFORMATION NOTES. -L I - 8'OXI5' EFF. DEPTH(375 SIDEWALL LEACHING AREA) INSTALL INLET PROTECTION, EP { �, ILP/ J \ \ I.ELEVATIONS ARE REFERENCED TO FIVE EASTERN tOWNS TOP06RAPHIGAL MAP SEE DETAIL ON DWJ G NoA ® \ ,: ' �EXI5T. WELL TO REMAIN AND BE \1 +�_ „,� Ep / / eco \ EXI5TIN6 ELEVATIONS ARE 5HOWN THU SANITARY LEACHING POOL S: ? USED FOR IRRIGATION PURPOSES ONLY -� \ �,9 EXISTING CONTOUR LINE5 ARE SHOWN THUS: 25 PROP05ED SANITARY 5Y5TEM No.2 ARE No STORM WATERMINA6E \ EXISTING NOTE: \ \ �._ PROPOSED SANITARY SYSTEM No.2 \ � � PROPOSED SANITARY SYSTEM No3 \`oWFj � NOTE: Er�IxEERI FOR BLDG b',USE: CHEESE MAKIN6 SYSTEMS EXISTING OR PROP05FD WITHIN 20' 1,500 6AL 6REA5E TRAP 00 x6-H,VED), (8'0'H 4' SEPTIC TANK �D PROVIDE i" WATER SERVICE TO EXIST.BUILDING 'A',PROPOSED BUILDING, 'D'AND EXIST. �E OF NF SEE SEWAGE FLOW RATE CHART FOR FLOW RATE OF ANY PROP05ED SANITARY 5Y5TEM5 FR. BU I LD I N RN40 GREASE TRAP = IX DESIGN FLOW USE: SHEEP BA / \ 1,200 SAL. SEPTIC TANK(8'�x5'H,4' ED), / C_ EY B)ILDIN6 E CK COPPER TUBING,). ANY AND ALL HOSE BIBBS TO HAVE CHECK VALVES.' �P SOA SPD X IX = 50A SPD 4 (TO REMAIN) \ 8'Qxi2' EFF. DEPTH LEACHING P / 8' x12' EFF. DEPTH LEACHING POOL ,�FR G�0 / 40 \ W/50% EXPAN51ON SHOWN / SEPTIC TANK = 2X DESIGN FLOW 0 / (MINIMUM COMMERCIAL SYSTEM) SPD X 2 = 100.0 SPD ��' FIN.FL.EL. = 42.5 (COMMERCIAL SYSTEM) / Soy EXPANSION SHOWN SCOPE OF WORK: m Soo \ FOR PROFILE SEE DW6 No3 vim/ L.EAGHIN6 POOL = IX DESI6N FLOW/ 15 SF/DAY / (NO WATER 5ERVIGE) / FOR PROFILE SEE DWG,No3A4 0 RESTROOM) = 4/ / �� I. BUILD PROP05ED BUILDING, 'D'. N / � 50A SPD / 15 SF/DAY = 33.33 6PD M \ \ 2. PROVIDE PROP05M SANITARY AND KITCHEN WASTE SYSTEM. CONNECT TO USE: 1, SAL.6REASE TRAP(81sX6'DP,V EFF. DEPTH) oo SAL. SEPTIC TANK(8'�AXS'DP,4' EFF. DEPTH) \�2/ / / PUBLIC VATS AND INSTALL PROPOSED I'0 WATER SERV. LINES TO BUILDIN66' 090 3493 \,�� / \ / 'A', 'D' AND 'E'. I - 8'4,X12' EFF. DEPTH SANITARY LEACHING POOL \ \ �\ �Q (MINIMUM COMMERCIAL SYSTEM) F / ' . \ \ .� ,� 3.PROVIDE PROPOSED P.G.SLAB FOR DUMPSTER AREA AND ASPHALT SURFACE I SsloN A �' FOR H.G. PARKING AREA JEFFREY T. BUTLER,P.E. / � (^ 4. PROVIDE STORM DRAINAGE AND LI6,HT1N6. SANITARY 5Y5TEM No.3 .0/y t 0 Q P FORBBLSD& T-:',USE: DWELLING, - 4 BEDROOM 5TND5 ` _ \ F� _ X40' / \ '\ \ / DELINEATED FOR EXIST.SYSTEM TO BE ABANDONED BY REMOVAL /SGDHS - - REPLACE W/A MINIMUM COMMERCIAL 5Y57EM(300 6PD) \ / Fob\ \ � / � L LEND: o TANK = 2x DEs16N FLOW \ / TAX P V i�OSES Old ONLY r" SEPTIC T O 300A SPD X 2 = 600.0 6PD �oh'.�j� \ NOTEI / PROPERTY LINE LEACHING POOL = IX DESIGN FLOW/ 1 5 5F/DAY THERE ARE No POTABLE WATER HELLS WITHIN �p / O PART I ITFLAN ANY PROPOSED SANITARY SYSTEMS. NO SURFACE WATERS WITHIN ' ' O �, }- 300.0 SPD / 15 SF/DAY = 200.0 6PD1 Iso of � 300 FEET OF PROPERTY LINE KITCHEN WASTE LINE -KIT ,\ Q � � - U_ In USE: 1,200 SAL.SEPTIC TANK(8'mX5'DP,4E' EFF. DEPTH) 47150O z ' O Q I - 8'PXI2' EFF. DEPTH SANITARY LEA�GHIN6 POOL \ '� PROPERTY �of SANITARY SEWER (MINIMUM COMMERCIAL SYSTEM) 30 15 O 30 60 GO PROPOSED WATER SERVICE Wp X to GRAPHIG SCALE I - 30 -O EXISTII,6 WATER SERVICE ''- W O O ~ a STORM DR/�IN,4rE GALC: - ,- U_ v I STORM DRAIN F < STORM WATER DRAINAGE STRUCTURES ARE FLOW W Q DESIGNED FOR RUNOFF CREATED BY a Uj E CHART. PROPOSED STRUCTURES ONLY. SUFFOLK .�--- _ z � z w ° AREA COVERAGE / SEWAGE FLOW RAT COUNTY DEPARTMENT OF 14EALTH S): RVICES STORM LEACHING POOL �0; _ u_ V_ AREA: PROP. AREA ->E51 6N 5EWA6E FLOW RATE GALGULATION: VOLUME = AREA X RAINFALL X COEFFICIENT 1l� DE-516.: STRUGTUREN5E: RAINFALL = 2"/I R. = 0.161' ��� � � SEPTIC TANK/GREASE TRAP `� 1 \� --L J IG 6PD SAN.5Y5.DE516: = REFERENCE NUMBER: G/0- /S--Doa Z _ Oji �Q O O p''.. BSMNT ISt FL. 2nd FL. 55MNT ISt FL. 2nd FL. 5TRUGT. USE FLOW RATE SANITARY GPD GREY SPD HYDRAIIL COEFFICIENT OF ROOF IA i to H 0 Z IL I STY FR BUILDING WA 4,264 5F TL WA WA WA WA FARMSTAND/KIT.: SEE DRAWING# (�OF, FOR IAL CONDITIONS LEACHING Pool \ (.._, O BUILDING b' -CHEESE MAKING BLDG: Ip08 5F. ~� Q 0 O N P'.: :• ® USE: FARMSTAND. SANITARY LOAD 0.03 6PD/5F 121.92 GPD 2132 SPD TOTAL PROPOSED ROOF AREA 1;008 5F. REVIEWER'S INITIALS: EXISTING CONTOUR - - -- V ~ - O W/KITCHEN I p08 S.F. x O.IbI x 1.0 - I68 OF. IALS: 6 V LL - PROPOSED VOLUME REQUIRED: Ib8 GF. a o SYSTEM No.1 EXISTING 6RADE x 6.0 p GREY LOAD 0.02 6M/5F 85.28 SPD p'. I STY FR BUILDING (I) 8Qx5 LIQUID DEPTH LEACHING POOL Z CD P,.: WA 11,200 5F WA WA WA WA GEN. INDUST. 0.04 GPD/5F 288.00 GPD 288.00 GPD (OPEN COVER) TEST HOLE O o O P BARN = 2112 Of. P" ;.: � ,. . . USE: SHEEP VOLUME PROVIDED . PROPOSED I STY FR BUILDING, WA 1544 5F WA WA WA WA SEN. INDUST. 0.04 6PD/5F 21 16 SPD 21 ib SPD SYSTEM Not FINISHED FLOOR ELEVATION FFL H.. _ USE: 6ARA6E p WA 1,008 5F WA PROCESS HTR FOR 50 6AL/BATCH 50 SPD 50 GPD PROPOSED O I STY STEEL BLDG WA WA WA CHEESE MAKING I BATCH/DAY SYSTEM NO3 EXI5TI%51TE COVERAGE: 13,508 5.F. (1.13%) EROSION CONTROL LEGEND: L/ �;•. USE: CHEESE MAKING 4032 GPD 40.32 GPD PROPOSED PROPOSED SITE COVERAGE: 14SIb S.F.(121%) GEN. INDUST. 0.04 6P0/5F 5Y5TEM No.1 EXISTING F.A.R. = OD130 05,558 S.F., 1.30%) SILT FENCE BARRIER _X -X -X -x -X --•x - 2 STY FR BUILDING t F A WA WA RE-51DENGE 300 GPD 300 GPD 300 SPD F.A.R. = OAI3B(16 66 5F., 13b%) O150 SF 11,500 5F I SOO 5 W (4 BEDROOMS) HOUSE CONNECTION W/GLEANOUT REQUIRED FOR ALL COMIMERGIAL INSTALLATIONS USE: DWELLING 11 828.00 GPD 8528 SPD 913.28 SPD TVP. FOR PROPOSED SYSTEMS No. I,2 AND 3 1N1_El' TO BE PROTECTED: TOTAL +-550 5F ±13,508 SF 11,500 SF 0.0 5F 1,008 5F OD 5F SANITARY LOAD GREY LOAD HYDRAULIC LOAD FOR NOTES AND INSTALLATION REQ'MTS SEE DWG, NO3 56085 APPROVAL AREA: USE CURB DROP INLET PROTECTION FILTER FABRIC DROP INLET PROT>=GTION of 4 CAST IRON FRAME AND E,RATE/GOVER z P 1=' PROVIDE= WATERTIGHT,INSECT-PROOF ADJU5TA13LE AND LOCKING CAST IRON CAMPBELL 1182 G OR APPROVED EQUAL k -x -x -X -x -x -K -k F.FL.EL= 144.41' STOR►�ATER LEACHINQ STRUCTURES AND I- USE: DWELLING PR.0P05®4'0 HOI15E FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) o p1piN6(OTHER THAN RESIDENTIAU_ 6' CHAIN LINK �T�PROVIDE GLEAN-OUT FINAL GRADE I FENCE VV GREEN ( W/PARTIAL BSI`W . HORIZONTAL SEPARATION DISTANCES FOR STORM CHAIN LINK (4 BF�Ri00hU AT FAGS OF BULDIN6 B" TRAFFIC AINAFSF I_EAGHING POOLS: k PRIVACY 5LAT5 -mak FENCE EX.GRADE N BEARIN S PROPERTY LINE = 10'MINIMUM Q PRIVACY 5LAT5 EX.GRADE GJ•COVER EX.GRADE GJ.GOIBR FC'*COVER :n ti e�B I ( `fl b 6 ELEV.41.88' L�i0' a ELEV.41.25'LE6=4I 6 ELEV.40.00' c4i I •s; < a M I BUILDIN65 WITH CELLAR = 10 MINIMUM k k (`� Q IS"PIPE DIA MIN. I I APPLIGABLEJ BUILDIN65 ON SLOE = 10'MINIMUM T.O.SLAB 0 p o IRS MIN.(AS REWRED) WATER SERVICE LINFAATERAL5/MAIN15 = 10'MINIMUM I I I EDSE *3 0112*O.G.E.W. .-4 PIPE, I UNDER6ROUND UTILITIES = 5'MINIMUM k 10'x10' GONGRETE HIGH DENSITY POLYETHM BrE(HDPE) ® ® ® ® ---- -- EL.3929' ------ SANITARY SEPTIC,TANK = 20'MINIMUM A I PAD FOR a �" 20"MIN SIZE= ® ® ® ® I -- ------ ------ DRN INLET TO 50 C.OPNI= 10'a MIN ® ® ® ® ® I SANITARY LEACHIN&POOL = 20'MINIMUM k DUMP5TER I ;fl a � ° < � I---I TA SLAB O EL.3b.24' SD To 5D CONN ■ Is'4 MIN I ® ® I GREASE TRAP = 20 MINIMUM (-( _-_1 (��j F- Q X O IA " ® ® ® PUMP STATION = 20'MINIMUM _ _ _ - z Z U ROOF LDR CONN 4•MIN I ® ® ® ® ® I I a IE =3838' '. IE.=38.13 - I ® ® ® ® I 3' MIN. MANHOLE = 20'MINIMUM k k 4"0 SDR 35 PIG 0Ys/L F. ® ' IMBED ■ 4'0 HOUSE TRAP 105 LF.0 Y'/LF. _ I6'1E IE=31b3' IE=3'(.25' ® r_-Ea ® 3' MIN. I ® ® ® ~ ® ® I PRIVATE WELLS = 50 MINIMUM I I MOUNTING 2 SAND BAUD 2b3 -022'DROP(Miw 4 4 �/UN ® ® © �LP� ® x O ® ® ® ® ® RETAINING WALLS - 10 MINIMUM x k ® ® ® ® ® � \ WWIITi FILTER FABRIC, � RAGE TANK5(BELOW&ROUND) = 20' ( I FENCE EDGE 1,200 GAL 4 0 SDR 35 PVC,0 /LF. 2- 5 TOP # SEPTIC TALK SZ' 85'LF.• Y+ILF. =I Ob'_ ® ® ® ® ( ® ® ® 351,BY k BEAM TO EXTEND 1'-0" BUT.DONT. b IN ODD DROP(Mw ® ® ® ® ® 4 k 10"MIN.BELOW W/03 TIES 6 BOT OF TANK 0 FL.33.13'PROPEYJ = ® ® ® ® ® I HORIZONTAL SEPARATION DISTANCES FOR STORM I ■ ® ® C� ® !✓ DRAINAGE NON-LBACHIN&STRUCTURES: _ I PLAN VIEW FIN.GRADE 24 f O.C. PROPOSED SEPTIC SYSTEM No.3 FOR 8.0' ® ® � ® ® ® ® ® I WATER SERVICE LINE5/LATERAL5/MAIN5 - 5 MINIMUM k UINIDERGROUND UTILITIES - 5 MINIMUM EXISTING BUILDING 'E' . . • . SECTION A ® ® ® ® ® I ® ® ® ® ® GREASE TRAP = 5'MINIMUM + /+ I (® ® ® ® ® PUMP STATION = 5'MINIMUM (MINIMUM COMMERCIAL SYSTEM) 3 GLEAN MANHOLE - 5 MINIMUM * SAW COLLAR ® © tom ® ® ® v - ' DUMPSTER ENCLOSURE DETAIL NOT TO SCALE is �,. . z NON-RATEABLE SANITARY SEPTIC TANK = 5'MINIMUM ce O iQ c4i SOIL \ 01-0 NOT+ NOT TO SCALE 8'0 x 12'6f.DP. ® ® N b� ry !(1 LEACH IN&POOL + TYPICAL COMMERCIAL SYSTEM REQ S: S S S GROUND WATER VERTICAL SEPARATION 015TA14GE-5 FOR STORM I. PROVIDE WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON FRAME ® ® f DRAINA6E LINES: AND COVER INSTALLED AT 6RADE OVER ALL OPENING(TYPICAL). : R MATERIA b MIN. " " 0565 DATA WELL No.5323401 , WATER SERVICE LINES = 18 MINIMUM 2. PROVIDE 8 THK TRAFFIC BEARING SLABS ON ALL STRUCTURES. BOT.OF POOL 011.2525 RATEABLE 5rU DATUM= N16VD2g _ / 1 i RATEABLE 501E SANITARY WASTE LINES = 18" MINIMUM 3• DIRECTION(T1 P �M EDGE OF SANITARY SYSTEM OUT 20'IN EACH HIGHEST RECORD®6ROUNDWATER LEVEL O 10.26'ABV VRTICAL DATUM �ARATION DISTAW--F REQ`MM FOR SANITARY SEPTIC TANKS TESTI�oLE= NO&Rol WAT1�t FOUND TO�.Iq o' A•• UNDERLYING SAND AND 6RAVEL STRATA (OTHER THAN RESIDENTIAU: PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOCKIN&CAST' IRON p'.: :'w.: `. •:,',• FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPICAL) - p MIN.HORIZONTAL SFARATTON DISTANCES: L.STORM DRAINS=20'-0' ?•, ;;: NOTES: A.BUILDING W CELLAR=10'-0' M CATCH BA51%=5'-0' i.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. B.BUILDING ON SLAB=5'-0' (NON-LEACHING) CAST IRON GONERS TO GRADE •° G.WATER LINES= 10'-0' N.SAN.L.P.=8'-0" .. ° p, 2.COLLAR MATERIAL SHALL BE GLEAN 6RAVEL ONLY. 3. ALL ORAINA6E,STRUGTURE5 MUST 13E WRAPPED WITH FILTER FABRIC. D.SURFACE WATER(bET1PND5J=T5'-0' P.PUMP STA GREASE TRAP FINISHED 6RADE A ° 4.USE 15' DIA GORRI6ATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR F.PUBLIC,WELL=200'-0' OR MANHOLE=8'-0' P INTERGONNIEGTION OF ON-51TE STORM WATER LEAGHIN6 POOLS 6.PRIVATE WELL 1100'-0' Q PROP.LINES=5'-0' 24" ° • Of IOW YOLK CITY&SONG 151 ANTI H.RET.WALL(WTRPR.0OF)= 10'-0' R SWIMMING POOL=20'-0' 8"MIN,TRAFFIC 0 11 11 A HDPE PIPE SPEGIFIGATIDN(AASHTD M-294) ,L U/6 fl18 TANKS=20'-0' S.TOP OF t1 BANKN4�IT OR 5T®'SLOPE BEARING TOP h B 800-212-44801 811 a B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) K U/6 UTILITIES=5'-0' (15%SLOPE OR 6REATER)=25'-0' 20'MIN cv`� 20'MIN tr G. WATER-TIGHT JOINT TESTING SPECIFICATION(A5TM D-3212) T.BUIFF=65'-0' INSET ` H � • . www.dignetnydi.com or . - D.GASKET SPECIFICATION(ASTM F-4TT) r OUTLET ° ' TRAP www.call811.com(for other states) SEPARATION DISTA►r'rE REQ'MTS FOR SANITARY I Fa�,HING STR>rTl>QFS MIN 4"0 �o FLOW LINE n SDR 35 PVC,PIPE MIN.,6"0 SUR 35 •' TYPICAL STORM WATER (OTHER THAN RE5IDENTIAU: OR I1llIVALHdT PVC, PIPE OR ° ° a TRAP SIZE By law,excavators and contractors working in the For safety reasons,homeowners are strongly MINIRH HORIZONTAL SEPARATION D15TWE5n L STORM DRAINS OR PITCH®MIN EQUI'VAlJ3(T, DIM. 4" five boroughs of New York City and Nassau and encouraged to call as well when planning any LEAGHI NC POOL C5D) DETAIL A.BUILDING W CELLAR= l0'-0' RECHAR6E BASINS=20'-0' Y+'PER FT " �T MIN.1�'A=T PLAN Suffolk Counties on Long Island must contact type of digging on their property.Homeowners B.BUILDING ON SLAB=10'-0■ M CATCH 8.05115,NON-LEAC.HIN6= 10'-0' o -v4 (TO SEPTIC TANK &ALV.STEEL A 30 DigNet,1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by ' m ' NOT TO SCALE G.WATER LINES=10'-0' N.SAN.L.P.=8'-O' OR MAINU FRAME d GOVEF2 B but no more than 10 working days(4xduding calling 811,the national call before you dig m D.SURFACCE WATER(WETLANDS)= 100'-0" P.PROP.LINES= 10'-0' C q weekends and legal holidays)priorto beginning number. For excavation work completed on ^ • O 6RADE OF B�IBANKMENT OR 5113=P SLOPE an mechanized digging or excavation work to personal property,it is the contractor's F.PUBLIC WELL=200-0 Q.TOP � -MONOLITHIC Y 99 9 P P P ty. F� F. IBLIG LL-2 0'-0' 05%SLOPE OR GREATER)=25'-V � Th N BASE SECTION ensure underground lines are marked.Excavators responsibility-NOT the homeowner's-to yq i' H WALL(WTRPROFF)=10'0' R.BLUFF=b5'-0' N _ and contractors can also submit locate requests contact DigNet. Having utility lines marked prior J U/6 Fl1B_TANKS=20'-0' 5.SFPITG TANK,PUMP STA,6REA5E TRAP °. i I (- online,through ITIC. If you do not currently use to digging is free of charge. K.U/6 UTILITIES=5'-0' TOR MANHOLE=� 8 POOL -0� � - - ITIC, please call 1-800-524-7603 for more info. - CAUL.K HATEZT16HT BETW>�N PIPE AND }- TYPICAL SINGLE GREASE TRAP SI�1/E - - HOUSE CONNECTION NOTES: W LU NOT TO SCALE 6ALV.STEEL 5LEEVE- a C °. :: . SEE PLAN FOR Z 1!_ (USE FOR PROPOSED SANITARY SYSTEM NO.I AND N0 2) INV.ELEVATION (PER S.G.D.HS.STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEMS FOR X Z " OTHER THAN 51N6LE-FAMILY RE5IDENGE5)4. �O O PROVIDE= WATERTIGHT,INSECT-PROOF ADJUSTABLE AND LOGKING CAST IRON • . ' .•° ° ' �'.. PROPO'�4'0 HOUSE GON1•EGTION FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENIN6(TYPIGAU COVER THICKNESSESa) A HOUSE GOMN5TIoN 15 DEFINED DI THE PORTION OF THE GRAVITY SEWER LINE WHICH EXTENDS FROM THE FACE = 1) 3/Ib' FOR SPAN OF 30" OF THE BUILDING TO THE SEWAGE DISPOSAL SYSTEM. Q '�. PROPOSED PROVIDE CkEAN-OUT AT FACE OF BUILDING b) THERE SHAT BE A MINIMUM TWO FOOT LENGTH OF CAST-IRON SEWER LINE F_XTENDI%THROU6H THE FOUNDATION. r ' LU d) BLD&.'D' �� �� SEGTI ON I/4■ FOR SPAN��j■ c) HOUSE GOMEGTIONS SHALL HAVE A MINIMUM DIA.OF 4 INCHES,UNLESS OTHERWISE NOTED. A- 'C,HEE5E MAKING' " ■FPLJ!L=425' ci) NOT USED O d) �G.I.COVER 5116 FOR SPAN F 0 e) HOU5F CONNECTIONS SHALL HAVE A MINIMUM PITCH ON ONE-GVARTER INCH PER FOOT. _ BASEhENT 1EX.GRADE G.I.COVER EX.GRADE G.I.GOV13t Z" G.I.DOVER EX.GRADE G.I.GOVT I EL=4Lu 1 EX.GRADE 3/8"FOR SPAN 60" NO �+ a ELEV. 42.0' ® ELEV.42.0' f) SLIP RING tAM1EGTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST IRON JOINT. IF REQUIRED,A N ELEV.42.0' N a ELEV.42.0' - 1/2' FOR SPAN OF 12' FLEXIBLE PVC,GOUPLIN6 WITH 5TAINLE55 STEEL BANDS MAY BE USED TO CONNECT CAST IRON PIPE TO PVG - TYPICAL HOUSE TRAP DETAIL I GONNEGTIONS. THE FLEXIBLE GOUPLIN6 AND BANDS SHALL CONFORM To ASTM CI113. � T.O.SLAB 0 EL.41.02' T.O.SLAB 0 9) ALL HOUSE CONNECTIONS SHALL BE PROVIDED W/A GLEAN-OUT AT THE FACE OF THE BLD&. Q ------ 20 MIN c�CA�; HJ HOUSE C.ONNEGTION5 SHALL BE 5TRA16HT. THERE SHALL BE NO BETIDS IN 5EVER LINES TO THE SEPTIC,TANK OR LY. N --- ____-- I---I T.O.SLAB i FL.3q5' 6RF_A5E TRAP. IF BEN05 ARE UNAVOIDABLE,REFER TO 5GDH5 STANDARDS FOR 5EWA6E DISPO�'AL 5Y5TEMS- -( TYPICAL IE=40.11' -- --- . FOR KITGHHd WASTE IE=39b6' 'D � IE=34.36' OTHER THAN SINGLE FAMILY RE5IDENGI�FOR REQUIREMIENTS. PIPE(SHOW AND 410 SON 35 PIP (5Irr-- E _�' �D IE=3851 � PROVIDE: WATERT16H1-,INSECT-PROOF ADJUSTABLE AND LOCKIN6 CAST IRON SANITARY WASTE PIPE 4'0 SDR 3 G 03D'/ 025'DROP(hAw �) 4 Q b'0 SDR 35 PVC,0)y'/L.F. '° Q 4 �� E =38 Tb' V ' ® ® ® � -_-- -_____,.___.r_.. .. _.._._ ,--, . ENOINEERs 12 L.F. Y4 100 6AL 'D '^ 4 LF.0 VA•F. =1.13'= 1,200 GAL 4 0 SDR 35 PVC 0)b /LF. ® ® � �LP� ® r a '� - vT 1 E11 . i i S �Z j {; FRAME AND COVER INSTALLED AT GRAPE OVER FAGH OPENUNS(TYPICAL) 4'0 HOI1°.�E TRAP SANITARY WASTE PIPE �c,E TW GT o.10'DROP(NRH SEPTIC TANK ST g.0 LF.0 ) ILF.=1.13 - ® ® ® ® ® t� SUFFOLK COUNTY DEF ARTIME Et FINISHED 6RADE QF NE 400 SDR 35 PVC 0 Y4/LF. 4 IN Ib LF.0 Y"AJ=. =4D'=033'DROP MW 6 MI 010'DROP lMaw ® ® ® ® ® 4 ® APPROVED BOT OF TRAP 611.3931' BOT.OF TANK ® ® ® ® ® ® 24" 24" QP T 8'MIN TRAFFIC �Y Y IE 0 SNUG TANK=39.26 0 EL.3426 S.o' ® ® ® ® ® � F:.£F�RENCE NU��iDE�: - - C(U -(S�6�Z _ � BEARING TOP 8.0 ® ® ® ® ® 20 MIN N (_ 20" MIN I * 9 * �' • • . IE. 3q.26' ® ® ® ® ® / - - - - -� _ PIPE FROM'61 D6 b' ® ® ® ® ® SEE D�WI�G li OF�FOR St•' 'L CO ?DITIO S 1 - -� � Q 1 TINIEST PIPE-SANITARY WASTE ) s 4'0 SDR 35 PVC 0 Y4/L.F. ® ® © ® ® ' INLETI w SEPTIC SYSTEM No.2 FOR Ib L.F.6 Y4'A F. =40'=0.33'RISE(MEW ® ® ® ® ® REVIEWER'S INITIALS: --� N a OUTLET o 0 3493 PROPOSED SE MIN 4 DIA MIN 4 DIA. pF oN t'�:: , ;• ,: : , , 3 GLEAN SAND COLLAR I ® ® ® ® PROPOSED CHEESE MAKING BUILDING E 8'o x I2'ffF.OP. � ®_ 1 b■ _ FLOW LINE WR 35 PIG ES sl P� 1 1, LEAGFIIN6 POOL ® t PIPE OR PIPE OR Ec�l11vAL1=HNT I I 6C11VALBrT (I OF U . JEFFREY T. BUTLER,P.E. (GOMMERGIAL SYSTEM) PITCH®MIN. BAFFLE PITCH®MIN. BOT.OF POOL 6 EL.2651' Y4 IN/I FT 1 E _ I Q )b IN/I FT NOT TO SCALE S.':. ,• DU5�DATAw No.532340.1 _ d, WALL ' Q HIGHEST RECORD®6ROU DWATBR LEVEL = 1026'ABV VERTICAL DATUM I, w . TESTHOLE: NO 6ROUNDWAT62 FOUND TO EL.Ig:O' UJ .• o N O PROVIDE: WATERTIGHT,IN5EGT-PROOF A A15TABLE AND LOGKIN6 CAST IRON I r I N Q �' FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING"CAL) O - U_ p' 1` - I'., PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABLE AND Lor, CAST IRON O O Q ' 8" MIN TRAFFIC =- - - -°- ° Z m 1':. .• : PROPOSM 4'0 HOUSE CONN5GT10N FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENINS(TYPICAL) FINISHED GRADE BEARING SLAB LL! O A F�(ISTTNI6 PRomE GLEAN-W AT FACE OF BINLOIN6 NOTE: GALG'5 AND DESIGN ; I O Z BUILDING'A' �� 2, � PERFo NTH �I�CAGGORDANIGE S. / \ 0 O�T � � O N ~ � � ` USE! FARMSTANID (10 RFJ�IORICED) C.I.COVER GJ.COVER G.I.COWER EX.&ADE - 20' MIN N / r - Fr-1 Z Oj Q- NO T EX GRADE FFLEL.=5125' G.I.DOVER ® ELEV. DE G.1.COVER N EX.GRADE L l2.J ® EEE, 41.5' N I I V I�- L EX.6RADE = 1 �� _ ®ELEV.415 ------ ® ELEV.41.5' _------ TO.SLAB 0 FL.4652' TA.SLAB• ®®® I / I I \ Z Q v O MIN. 4"� SDR 35 I Z --- ------ '_j- ---_- li 4559' ----- 2I O MIN T.O.5LAE0 F1.45D' PVC PIPE OR ®®® I 1 \ j (.`�+-, < Z O TYPICAL EQUAL,PITCHED ®® I I \ Z Q - V_ FOR rJTCH1N WASTE IE=45 ------ j MIN Ye" PER LIN FT ®® _.1 p Q 1-- d- 'D � "­IE.=4486' W _ J --••I PIPE(5HOY'N)AND rrrfl iJ HASTE PIPE(51.0 0 E.=44:16' zo IS' E.=44.26' ® to -+ _ Z U- 1 SANITARY WASTE PIPE 4'0 SDR 35 PVC,O Y4/L F. IE.=44D ® ® ® � I 12 LF.6 y'/LF. =3.0'=0.25'DROP(yaw "�0 U.4 6'0 SDR Sri PVC 0V/LF. 'D 4 4 � V ® ® ® � `� � / J 3' MIN. ® � � � 1 - �" � X � � Q 4'0 HIOl1r�E TRAP �,ANIrArtY WASTE PIPE 1,500 SAL 9 LF.0 VA-f. =1.13' GAL 4 0 SDR 35 PNC,•lb /LF. I,p p ST g.0 LF.0 VA-F.=1.13'_ ® ® ® � r� COLLAR _t '0 1 I 1 A 0 t N 4.0 SDR 35 PVC,•Ys/LF. �`E TRAP GT 0.10'DROP(HWJ SEPTIC TANK / s - _ 4 IN 6 MI 010'DROP("W ® � ® 4 Ib LF.0 Y4'A-F. =40=°33'DROP(Mw BOT.OF TANK ® ® ® ® � "' � � � � � O BOT OF TRAP 0 EL.3453 �_- v O IE 0 SEPTIC TANK=44.16 0 EL.39.16 8.0' 8.0 ® ® ® ® ® - / }= Z Ell IE.=44.16, ® ® I- (INLET PIPE-SANITARY K45TE PIPE FROM`BLDG'A') ® ® ® ® © 8'0 \ I / 400 SDR 35 PVC,0 Y:/LF. ® ® ® ® ® PROPOSED SEPTIC SYSTEM No.1 FOR 16 L.F.0 Y4ILF. =4.0"=0.33'RISE(raw EXISTING BUILDING 'A' ® ® ® ® ® ® I v 3'GLEAN SAND COLLAR ® ® ® ® ® z V MIN. PENETRATION (COMMERCIAL SYSTEM) 8'0 x 13'EFF.DR LEAGH�16 POOL � ® ® HIGHEST RECORDED m INTO A VIRGIN NOTES: � 1 � TE: ALL PIPING INSTALLED NOT TO SCALE (I OF 1) �� ® ® 6� WATH2 STRATA OF SAND 4O01. 0�P,RSEi a 2eTE TO,DAYS \ I I / / SHALL REMAIN CAST IROUNDER BLD6 SHALL BE CAST NPAOE : BOT.OF POOL 0 EL.29.0' / _ _ AND GRAVE. 2. REINFORCEMENT MEETS IJ LEAVIN6 THE BUILDIN6 TO A LW DATA WELL No.5323gOJ _ AS.TM.A-615,A-185 SPECS DISTANCE OF V AWAY FROM FLD5 DATUM=N6VD24 / BACKFILL MATERIAL 3. ALL SANITARY PIPING TO BE PERIMETER. H16HEST RECORDED 6ROUNDMTER LEVEL = 1026'ABV VERTICAL DATUM (GLEAN SAND t 6RAVEU 4'0 SDR 35 PVC, TESTHOLE: NO 6ROUI`VHATEt FOUND TO EL.KD' SA�ILTARY LEACH I NC POOL CLP SEPTI G TAN - I.�00 CAL. CST (COMMERCIAL SYSTEM) 3 (GOMMERG I AL SYSTEM) NOT TO SCALE NOT TO SCALE of 4 THESE DIRAWIN65 AND AGGOMPANYINIG SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE OR16INAL 51TE FOR H41GH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANNY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT 13Y WRITTEN PERMISSION FROM THEE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACLEPTANGE OF THESE RESTRIGTION5. if.'• p VALVE E30X DOVE FINISHED GRADE p; - - - - -� =1 I_ -I 11=1 11=1 I I-1 I I: F' ALL WATER LINES SHALL BE 4'-6" BELLOW GRADE. ADJUSTABLE CURB BOX A _BINGHAM t TAYLOR FIG. No. _ - _ - _ - _ - _ _ _ _ _ _ _ UN x c: ' 4901 BUFFALO TYPE, tr " WATER SERVICE COMPLETE OR APPROVED _ _ . . _ . . _ . . . • . _ - _ - _ _ � z o PROPOSED 2 O CONN POINT) EQUAL. _ _ . . _ . . _ _ _ _ _ _ /� (15 MIN CAPPER PIPE PRIOR T _ - _ - _ _ - . _ B 2/'� f•': CURB STOP MUELLER H-15204 _ . . _ . . _ . . _ . . . _ - _ - _ - _ PROPOr�ED 2" WATER SERVICE(TRANSITION TO OF APPROVED EQUAL• _ _ _ _ _ - _ - _ - _ - _ - Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired PVC,PIPE BE REG'!?COPPER LEN6TH5) _ . . _ • - - • o:n C1o3 Mounting plate. Lamps supplied. _ . . _ --_TAMP_Et3 B_A6K_FILL • - - . _ _ - _ : - - - - � of PRDP05ED 2' WATER SERVICE _ - _ - _ _ - Lamp Info Ballast Info PROP05ED [COPPER PIPE - 15'MIN FROM ALL _ _ _ _ _ _ _ Type T-4 Type: NIA - - VWatts: 75W 120V: NIA SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES i R 2" WATER SERVICE CONNECTION POINTS(TYP), _ - _ - _ . . _ . . - _ . . _ . . _ _ _ (COPPER PIPE - 15'MIN TRANSITION TO 2' PVC BETWEEN _ _ _ _ _ _ _ _ _ _ _ Shape/Size: NIA 208V: NIA CONN.POINT) ORATION STOP MUELLER H-15000 OR REQV CAPPER LENGTHS] VALVE BOX 9HOUL-D NOT _ _ _ - _ : Base N/A 240V: NIA APP'RO'' D � � � " '� FROM CORP APPROVED EQUAL WITH APAG FULL BODY COME INTO 6ONTA67WITH _ _ _ _ _ _ - _ REFERENCE NUMBER: SUPPORT INSERT SERVICE SADDLE / IOU. WATER MEIN OlZ'VL�LVE- _ . - - - - _ - _ - A,NsI: N/A 277v: NIA _ - ! Hours 1,500 Input Watts: 750 SEE DRAWING# 1 2 OF FOR IAL COMB ° ° � - - � - - Lamp Lumens: 1.500 Efficiency: 100% EXISTING WATER MAIN . o v Efficacy: 20 LPW REVIEWER ITIONS ° 'S INITIALS. WATER 5ERVIGE DETAIL PVC, MAIN ° PVG MAIN Technical Specifications :° da LIL Listing: Suitable for wet locations. Suitable for mounting within - : ti' d ° • ' - _ - _ - - - _ : 11.2m (4ft) of the ground. . _ . . _ . . _ . . . d- d d - _ . . - . . _ . . - . . _ . Housing: Precision die cast aluminum, 1/2" NPS threaded arm v+vith locking swivel and EZ Grip lock nut fits all standard - _ - _ - _ _ - _ _ - BLZ?GK�^tLTK-511PF(G1EInT AREA OF- : mounting covers. I�5-re LL o;-rinN Ri=�UIR�MENTS FOR TER 5f= MOES = : _ _ _ . . _ . . _ . . _ GONCRETI AfAINSr sdITABLE NOISTURBED - _ . . _ . . _ . . _ (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY, APPENDIX 3) SOaL A APPROV7=D Ems' THS - Lens Gasl<et: �,�f G. PIPING REQNRIN6 J�NT5 IN WHICH A CHEMICAL 50LVENrr _ _ . . _ 5OTL- - _ - _ - uKrAi i ATION OF YICyICFS--SUBDMSIONS PI UTILIZED IS NOT ACCEPTABLE.(E3RAF{GOUPIJNff ARE _ _ _ _ >=NGIDEER DD9�7E ATLUNDE EATTI. - - - • - -AND-SIDES IN SOLID DIRT.- - - High temperature silicone gasket stays in place during INSTALL PIPING 4 IR'DEEP FROM THE HOUSE TO THE EXISTING 5TUB REapRED� - - - - - - - - - - - - - - - - - - -. - - - - - relamping. VAULT('TIE IN AT AUTHCRITYS COPPER TAIL) D. TWENTY(20')FEET OF CAPPER 15 REQUIRED FROM INSIDE - IN5TA L eTION OF SE�^C.r --EXISTN610EM s WAS MAIN THE BUILDING TO THE START OF THE PLASTIC,PIPE. I. INSTALL PIPING ON THE PROPERTY,41/2 FEET DEEP FROM THE SERVICE LINE I TION PROCAM REQ - . . - . . _ _ _ . . _ _ . . _ _ Reflector: BUILDINI6 To THE PROPERTY LINE.A MINIMUM 1'SERVICE LINE 15 I GALL NEVI 5E2VICE DEPARTh�NT TO REQUEST AN Semi-specular anodized aluminum. RED. TION WHEN YOUR WORK 15 COMPLETED.(ONE BU51NE55 - m REQUIRED. INSPEiG 2. LEAVE A I'RISER ABOVE THE 61ROUND LEVEL AT THE PROPE2TY DAY ADVANCED NOTICE IS REQUIRED TY�'I GAL I N LINE MATER VALVE IN ON UNE WITH THE END CRIMPED. 2. SONEOW MUST BE PRESENT ON THE DAY OF IN5PEGTIOK Pockets: 3. SERVICE LINE NEASURBIENTS FORM MUST IBE COMPLETED AND 3. IF REINSPECTION 15 NEGE55ARY,A$2500 FIS=MUST BE PAID NOT TO 5GALE Porcelain bi-pin GY 8 base with gold plated contacts AT 11ME OF IN5PE-GTION.W-AN094NM ARE TAKEN • r SUBMITTED EMD� PRIOR To THE RENSPEGTION. and 250° :; socket wires. � t 3 FROM TWO(2)NEAREST CORNERS OF THE pUILDIN6 TO THE 4. LEAVE THE TRENC44 OPEN.DO NOT BACKFILL THE TRENCH UNTIL YOUR PIPE AT THE PROPERTY LINE SBZVICE LINE MEASUREMENT OUR INSPECTOR HAS APPROVED THE SERVICE LINE. FORMS ARE AVAILABLE AT THE NEW SERVICE DEPARTM®NT. 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE !Lens: m 4. THE END OF THE PIPE AT THE PROPERTY LIFE 5HOl1LD BE 10 FEET A5 TREES, SHOW 1 POLES, BY TFE CURB WILL BE PAINTED BLUE IF SERVK.E TNM T10N Thick, tempered glass. A AWAY FROM ANY OBSTRUCTION SUCH FAILS,THE END OF THE SERVICE WILL BE PAINTED Q GATGH E3A51NS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION 3' b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR (Finish: EXISTING m APPROXIMATELY OPPOSITE THE POINT OF IENTRY INTO THE INSPGGTION FAILS. BUILDING. 1. N0 OTHER UTILITIES(E.G.6As,ELECTRIC,Waf TV,ETC) Our environmentally friendly polyester powder coatings I STY FR. BUILDING X Z LL 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE - SHALL BE BURIED IN THE WATER SERVICE TRENCH• are formulated for high-durabilityand long-lasting color, USE: FARMSTAND � Q BU1lDING' sand contains no VOC or toxic Mea metals. p;•..:..;. ; ; ' .',�..; . :. 0,0 (TO BE REWORKED) b, ALL OTHER UNDER6ROUND UTILITIES MUST MAINTAIN A 10 FOOT p,::•w.;: � ',:.;;:', ' • . AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NE3�N CLEARANCE FROM WATER SERVICE. SERVICE DEPARTMW TO HAVE THE METER SET.WE MUST HAVE THE � �0 ,0.0 A w'•; ;• ' -- HOUSE NUMBER BEFORE THE METEIR CAN BE SET. 0.0 .0.0 0A ,O.G O I. INSTALL PIPE 4 I/2 FEET DEEP FROM THE HOUSE TO THE EXISTING TAP LETTERS �?eplacement Lamps: .OD 0.0 .0.1 STUB VAULT(TIE IN AT AUTHORITYS COPPER TAIL) TAP LETTERS CAN BE RE01ESTED AFTER ALL FEES HAVE BEEN PAID, 0A .0.0 WHERE THE PIPE FIRST ENTERS THE ESTABLISHED AND THE METER HAS BEEN (2) QUARTZ DUAL BULLET KIT OA 0.1 0.1 0'1 0. OT 011 .0.1 0.0 OA ;4 2. A VALVE MUST BE INSTALL® WATER SERVICE RAS BEEN ESTABL MODEL No. GB213 01 ,0.1 BUILDINIG. IF INSTALLING SEPARATE HOT WATER HEAT7 R5,SEPARATE histallatirn: MOUNTING HEI6HT = V ABV GRADE p 0.2 02 01 pl ,0.1 oA .0.0 ►/-' = O p., r1_,_, ATIOKNOTICEL S ;,•!~„, : I. TYPE 'K"SOF( COPPER TIUBIN6,MINIMUM 542E I INSIDE DIAMETER EXPANSION TANKS SHOULD BE INSTALLED. Lwin 75w�1ood Kit pre-assembled On 0103 plate for .OA •0 02 0.1 ,O.I .0.0 0A .0.0 tJl N )' 2. CUSTOMERS VALVE. SWITCHING SERVICE TO HOMIEOWNER-THE BULOM CAN BRING IN A easy insta lation. OA .0.0 0.1 o.I •ON .0 OJ OA OA m A VALVE MUST BE INSTALLED WHERE THE'PIPE FIRST ENTERS THE SIE AppUCATION CARD SWAW BY THE BUYEk BUT IT MUST BE OA .03 .02 .0.2 . 0.1 0.1 0.0 OA OA BUILDING. FILLED OUT COMPLETELY INCLUDING SOCIAL SECURITY NUMB ,0.1 ,0.1 0.1 .OA .. U, 3. PLASTIC,PIPE SPECIFICATIONS, DRIVER LICENSE ID NJMBER,CARRMT MAILING ADDRESS,MID (Patents: 0,0 .OA 0.2 ,02 ,02 0•I .0.o OA ,q• plpE M/ Fg MIRED AND DE516NE0 FOR USE IN POTABLE CONTACT PHONE NUMBER.IT 15 RECOMMENDED THAT THE BUILDER P,AB sensor and fixture designs are protected under ,OA •OD 'oA 0 0.1 02 03 O.I 01 0'1 oA •OA OA g P 0.0 .OA �. 0A ,o.l ,02 0.2 ,o.l .OA ' CT1 yr, WATER SYSTEMS GAN BE INSTALLED FROM THE BUILDING TO ESTABLISH THE AC60LINT AND GALL FOR A DISCONNECTION OF L1.S- and International Intellectual Pro ert laws. I 0I 0'I 0.4 03 0'I O1 0 OA U':. ; ::. WITHIN 20'Mom THE PROPERTY LINE.THE LAST 20'TO THE SERVICE,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERVICE IN Property 0' OA OS 2 .0 OA 0• p PROPERTY LINE MUST BE 1C'SOFT C4PPER TUBING. HISW 0A 0.1 Q 1 0.1 .OJ 0.1 01 03 03 '0 0.1 01 B. PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKIN6 .0.1 ,0.4 .0.4 ,OI 01 ,0A OF 200 P.S.I.(WITH BURSTING PRES RE RATED AT .oA 0.0 02 02 �� .0.1 •0.1 I OA OA 02 03 Ob 07 06 ,0.4 03 02 .0.1 .0.1 0.1 .OA 'OA PRE95L RE .0.1 0.0 ,Ob 03 .02 .0A ,0.0 • LEAST TWICE THE WORKING PRE55URF� ,0.1 O.I 0.1 0.4 0.4 .0.1 EN611VEERt .OA 0A ,OA ,0.0 ,02 .0.1 0.1 0.1 .0.1 JD J.T J.I ,0.7 02 0.1 0.1 .0.1 OA ,0 2 .OA .0b ,0.4 OA OF N 0 .0.0 ,0.1 ,0.1 03 .02 0-2 0.1 0.1 •0.0 .02 �5 j� J3 .0.7 4 .03 02 0.1 Al ,0.1 00 �P-(PEY T ��1- '0 .0.3 0.2 1 .O1 .0.I J.9 .0.9 .0 01 ,0.1 F� eG Q 01 .0.1 ;02 2 02 0.1 0- ,0.1 .OD 0 .45 25 .03 02 0.1 © * >G✓ OA ,03 •0 ,0.1 0.4 r ,09 0.4 .0.1 .0.1 2.1 J.0 .0.1 .0.1 EXISTING OA 0.1 02 ,0.4 .0.4 03 0 02 2 0.1 .0.1 ,0.1 .0.1 © A .4.1 j2 0.1 .0.4 0-2 0.1 .0.1 0.1 15TY FR BLD6 Z / * E L16HT L055 FACTOR(LLF) I5 A PRODUCT OF MANY ,0.2 03 0'b 0b 0.4 .03 •0 .o.l PRaPOSED L� 02 0.1 0.1 usE:GARAGE % Loi 4.1 .02 • 2� 36 MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN y ABLES ONLY LAMP LUMEN 083RECIATION(LLD) HAS BEEN ,OA .0.b Ob a 01 .0.4 '03 0.2 IuSE CHEESE MAKIIN9 51Y 51M B.1101% 03 .0.1 .0.1 0.1 .OA OA .o � �\ 2X4 {^I�OIZ FRAME P05T5 DRIVEN MIN Ib' 14 I/2 6N16E W/MAX b' Afr�IED TO THE CALCULATED RESULTS UNLESS OTHERWISE NOTED. J•1 J 0.1 0.1 .oA 3493 • " INTO 6RCIUND. MESH SPACING) Oh JA 0.4 ,02 FIN.FL.EL o 425' OA OA 9 � THE:LLD 15 THE RESULT(QUOTIENT) OF MEAN LDMHNS/INITIAL $ J3 0'1 AREA: 1,00b 5F OD 0'0 'OA FSS 10tH � U IO' MAX.G. To c. LUNE PER LAMP MANUFACTURERS SPEGIFIGATIONS. J.9 �5 �25 J.9 0.9 'D'4 '03 JEFFREY T. BUTLER,P.E. STAKE FABRIC * ILLUMINATION VALUES SHORN(IN FOOTCANDLES) ARE TTE .4.1 �.I JA ,0.4 -\ PfW`DICTED RESULTS FOR PLANES OF CALCULATION EITHER p1 Q \\\ w HORIZONTAL,VERTICAL OR INCLINED A5 DE516NATED IN THE A J.2 METER ORIENTATION 15 NORMAL TO THEWIN 7 7 B 03 .02 O ..-Z/ G/LGULATION SUMMARY. I- ' HEIGHT of PL�NF OF GALGULATION. O EXI5TIN6 O (� =� �T I v y FILTER I STY FR BUILDING ME U5E:SHEEP BARN F- _FL__I((j_iil �a I� .v .v y _ -U'• N * 111+E GALGUL.ATE7 RESULTS OF THIS LI&HTIN6 SIMULA71ON (T0 REMAJW N O -il I `� REIRESENTS IND ANTICIPATED PREDIG11ON OF SYSTEM FIN.FL.EL.-42.5' (y y PB,.FORMANCE ACTUAL ORMANCE AND MAY VARY FROM O LQ DROP INLET' BRED FABRIC AND MTK ANTICIPATED GTHODS MICHHAARE BEYOND THE CONTROL OF RAB � W �� O CD Q !^STH 6ATE FRAME 36 MIN FENCE POST L164TIN6, INC,. Oj Q LU m �\ * DAUNTING HE16HT DETERMINATION IS JOB SITE SPECIFIC,OUR j `� O N � WOVEN WIRE FEME(MIN.14 In 6AU6E IN o LIF4171N6 SIMULATIONS ASSUME A MOUNTIN6 HE16HT(INSERTION �--- _ MAX b'MEH SPA0N6)WITH FILTER CLOTH 2 POINT OF THE LUMINAIRE SYMBOL) TO BE TAKEN AT THE TOP OF O � � V � � p- '� ? TIE SYMBOL FOR CEILIN6 MOUNTED LUMINARIES AND AT THE I- U P- BOTTOM OF THE SYMBOL FOR All OTHER LUMINAIRE MOUNTING a N V � 6ATH�R EXC.E55 AT UNDISTURBED 6ROLIND _ WV16URATION5. Z Z O CORNERS I I (� COMPACTED SOIL PARTIAL �'LAt� - i'ROPOSED LIC TI�lC Z o B•1B�FILTER CLOTH z *RAB LI6H11N6, INC. LUMINAIRE AND PRODUCT DE516{�L5 ARE SCALE: I'-= 20'-0" � � � Q � � A MIN OF b'IN 6ROUD. 4• P�TEGTED UNDER U5. AND INTERNATIONAL INTELLECTUAL J J SECTION VIEN PRL2PERIY Lam'' THE LIGHTING ANALYSIS,EZ-LAYOUT,ENERGY ANALY515 AND /OR VISUAL 51MULATION5 C'LI6HITIN6 DESIGN") PROVIDED BY RAB LIGHTING, INC. ('RAB') Ul Z IL O �' GONSTRUGTION SPEGIFIGATIONS RTBlTS I6f�l1ED OR PENDING APPLY. REPRESENTS AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DE516N PARAMETERS AND INFORMATION PROVIDED BY X LL O O L FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT OTHERS. THESE D1=516N1 PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE AC,TUAL TERM APPLICATIONS. Urlrlinaire Location MEASURED RESULTS MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB RECOMMENDS THAT DESIGN PARAMETERS AND OTHER INFORMATION BE Q a F- O N 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GON5TRUGTION 5PEGIFIGATION5 FIELD VERIFIED THE REDUCE VARIATION. U_ O THEY WILL BE OVERLAPPED TO THE NEXT STAKE. WOVENSECURELY IIRE TIB -M& Ta ( Label Mtg Ht Orient Tilt RAB, NEITHER WARRANTIEE5, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS A5 O •• 1 OR AIPLES POSTS SHALL BE STEEL EITHER T'OR TYPETO FENC_;E ORHIA S WITH WRDWOOD. I A (2) G�B28 $ 22b.O$ 60 COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DESIGN. RAB NEITHER WARRANTEES,EITHER IMPLIED OR STATED,NOR REPRESENTS THE O " 3.5TAKE MATERIALS WIH 13E STANDARD 2' x 4" WOOD OR EQUIVALENT. METAL WITH A APPROPRIATENE55 GOMPLETENE55 OR SUITABILITY OF THE LIGHTING DE516N INTENT AS COMPLIANT WITH ANY APPLIGABLE REGULATORY CODE Z MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED 5ECMELY TO WOVEN WIRE I'.. . :` ,.,.: . " .• 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 " � A i;'2) QBZB $ 221.495 60 REQUIREMENTS WITH THE EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY ROB. THE LIGHTING DE:51GN IS Z (� I- INCHES DEEP. EVEN GREATER THAN 3 FEET MAY R BRIDGED WITH THE USE OF �► WITH TIES SPADED EVERY 24 AT TOP AND MID SECTION. ISSUED, IN WHOLE OR IN PART, A5 ADV150RY DOCUMENTS FOR INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTRUCTION NOR A5 BEING O FENCE SHALL BE WOVEN WIRE,12 I/2 GAUGE,b'MAXIMUM MESH OPENING. �DItaI t0uanti : 2 PART OF A PROJECT'S CON5TRUGTION DOCUMENT PACKAGE. p' .. WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY 5HALL BE OVER- p'.: 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT LAPPED BY 51X IWHE5 AND FOLDED. FILTER CLOTH SHALL 13E EITHER FILTER 4 3 5HALL BE 5EGURELY FASTENED TD THE 5TAKE-5 AND FRAME. ),,.::.. :;•; • : ,,;: :•. MIRAFI loox,STABILINKA TI4oN,OR APPROVED EQUIVALENT. [.Ilnnlnalre le :.` :,: ;. ' •' 6.A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC 4.PREFABRIGATED UNITS 5HALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I OGRE 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN I Tag Qty Label Arrangement TI Lamp Lumens Linn. Lumens LLF Descr�tlon Llan. Watts Orr. Watts Total Watts FilenamePA(5E : '13ULGE5"DEVELOP IN THE SILT FENCE. A 2 QB213 2 0 90 1500 l52 L000 (�ua('tz Dual Head Bullet Kit - -15W l5 150 300 QBI - L5121$65.IE5 FILTER FABRIC U.5.DEPARTMENT OF A6RIGULTURE JEFFREY T. BUTLM P.E. 15 NOT RESPONSIBLE FOR SAFETY U6.DEPARTN ENT'OF AGRICULTURE SILT GQliculation 5t�rranary �,,.••« NIATU(RAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RESouRGES CONSERVATION SERVICE AND SECURITY RISKS DUE TO INADEQl1ATE LItSHNT LEVELS. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT of ENVIRONMENTAL CONSERVATION FENCE Label Description GaIGTi e Units Avg Max Min Avg/Min Max/Min PtSpGLr PtSpGTb THIS 15 NOT A REGOMMEND132 LIGHT LAYOUT. IT IS A p NEW YORK STATE SOIL d WATER CONSERVATION COMMITTER PROTECTION NEW YORK STATE SOIL t WATER CONSERVATION GOMMITTEE DESIGN BASED UPON THE SOUTHOLD TOWN CODE - SECTION r colICK5 Site Readi Taken at O'-0" AFC, Illuminance FG O.Ob 45 0.0 N.A. N.A. 5 5 280-129 AtrD Sty-SECTION I'12 - EXTERIOR LIGHTING 0f �- 1 : THESE DRAWINIGS AND AGC,OMPANIYING SPEGIFIGGATIONS,A5 INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARGHITEGT AND THEIR U5E AND PUBLICATION SHALL BE RE5TRIGTED TO THE oRI61NAL SITE FOR 1+1014 THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY NIETHIOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA PAGIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. �OPC DESIGN CfRITE[A SUBJECT TO DAMAGE FROM z ��Pf� ���`� r � [%"%77"Ep i� (':t.���. : ''�..`_ . . .,.+., E - , � ., WINTER ICE SHIELD USE/ �aHE�E;T INDEX + C�.DcS OF SURFACE IMPORTANCE FROST LINE DESIGN UNDERLAYMENT. LIIVE DEAD OCCUPANCY TYPE OF '; r ROUGHNESS FACTOR WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED LOAD LOAD CLASS. HEIGHT CONSTRUCTION SHEET NO. SHEEP NAME DATE: � J B.P.; SIO �1 Nt ,.r .ta I '; ; L � TOWlq CODES O®z, AS RLOUiRE X,�7, CONDITIOr' s OF F_E MODERATE SLIGHT TO SEE SEE ' C I.O SEVERE 36 11 YES MERCHANTILE 22'-6" +/- TYPE 5B T-O.O COVER SHEET III6TIF` bUiLlJ 'a'.I ,, :.f'�'R7:A,':NT AT _ �' . J� J I TO HEAVY MODERATE CALCS, CALCS, 765 1802 $r,',1 TO 4 I-''�,1 F::R THE A-1,0 PARTIAL FLOOR PLAN FOLLOWNIG INSPEC-i!O<S: - SOUT�it,D'."TQ;",;N PU:;,,,'��N3 60ARD A-1,1 REFLECTED CEILING PLAN 1. FOUNDATION - TREOU',RED �_, f'�'' '' , T FOR POURED CGNCRETE -•� yy - - - .��!t�$ FS- KITCHEN FOOD SERVICE' PLAN TWO F5-2 DRAIN PLAN 2. ROUGH - FRAIVING & PLUS"SING """" "� ' '`� '" F5-3 PLUMBING SUPPLAY PLAN 3. INSULATION FS-4 ELECTRIC SUPPLAY PL/iN 4. FINAL - CONSTRUCTION MUST 42"MIN, IS" w d) BE COMPLETE FOR C.Q. VUPANCY OR t ALL SHALLTE R QUIREMENTSTION O THE COD SEET OFNHW USE IS UNLAWFUL Q I � � MIRROR w YORK STATE. NOT RESPONSIBLE FOR LAVATORY W WITH O UT CERTIFICATE NOTE: GRAB BARS DESIGN OR CONSTRUCTION ERRORS. `� CLEAR I \ HANDICAP GRAB BARS 2 " O F O C C U PAI'13 CY v 3 4 r SECURED TO WOOD FLOOR 2 'r BLOCKING DOOR z N AREA AND LOCATED AS PER PLUMBER CERTIFICATION 30"MIN. CLEAR FLOOR AREA 4N LEAD CONTENT BEFOREC.A.8.0.STANDARDS(SEE o X u PLUMBING ACCESSORIES) n , 4 CERTIFICATE OFOCCUPI1,►CY ALL PLUMBING WASTE bo"MIN. ^' u =F SOLDER USED/N WATER &WATER LINES NEED WATER CLOSET SUP,PLYSYSTEI::'CC:3�'��©T TESTING BEFORE COVERING EXCEED 2/10 0711 T LEl9. TRUSS PLACARDING REQUIRED RESTROOM ACCESSORY SCHEDULE 54"MIN. �k.f 1 MIRROR TISSUE DISPENSER 50SRICK No, B-4338 GRAS BARS MIRROR - LAVATORY BOBRICK No, 8165-183(0 4 CzR,48 BAR - LMAX. 3 BOBRICK No. B 6106.3(o 36" x 1 1/2" A Z9K II_9"a ° W CzRAB BAR 4 BOBRICK No. B 6106.42 42" x 1 1/2" 5 GRAB SAR — 8"KNEE CLEARANCE BOBRICK No. B 6106,18 IS" x 1 1/2" ns:uIEHOLDE (I'-5"LAV.DEPTH) WATER CLOSET TYPICAL HANDICAP DETAILS � m � m ACCESSIEBLE EBATH DETAILS (ICC/AN81 A111.1 2003) W r a o � pr_ m W x X z 'L O NERAL NOTES: CONTFRACTOR NOTES: 5 ;;�fi' DiRAWINGS: H ° v co cis 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND G.C. T,) PROVIDE SHOP DRAWING (3) B/W COPIES FOR APPROVAL PRIOR TO 'o", 3 O ORDINANCES HAVIN;r JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE, FA; ..'_,\T10N ON ANY CUSTOM WORK. INSUfRANCE; / PE;iRM ITS THE AMERICAN INST17rUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT,' P2C GENERAL GONTATOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC 2, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE, ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF �I�I G_ /"�O�� O� -i i:,ABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS 1y LU ETC,, IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, OiR 1� STAT DEVELOPER. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY WORK, 3, CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE ALL ZRK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. (LATE:,' EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY 4RC.LTEGT: ALL All-HORITIES HAVING JURISDICTION. �&\STERF� I 4. THE ENGINEER 814ALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR Q` L q (3,C, NOTES:% PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE SHALL NOT BE �0y RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, 1. GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, DIMENSIONS AND THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE AREA CALCI.�LATIONS: ,' fn rn DETAILS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR IN THE DOCUMENTS .AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO yGROUND FLOOR..............................................................4,264,25 SQ, FT. F.A THE START OF CONSTRUCTION. 5, THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE COVERAGE INCLUDING STATUTORY POLICIES (WORKER COMPENSATION, ETC.) AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT $5 MILLION AND AUTOMOBILE TOTAL•• ••••••••••••......•••••••••••••••••••••••••••••••••••••4264,25 SQ. FT_ Ox` 26 2. CONGEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN LIABILITY AND DAMAGE COVERAGE NOT LESS THAN $2 MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL NFW YORE ACCORDANCE WITH PART R-602.8 POLICIES. 3. DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO GOVERN, PROJECT COORDINATOR SHALL BE 4 1��I 6. PROVIDE 0,025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS, O�S IS% _ NOTIFIED OF ANY DISCREPANCIES, 1. ALL WOOD IN CONTCDANIEL A. BUTLER,R.A. CC��E; S I I VACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED. t IQ Q 4. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 S. ALL BATHROOMS iWITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS, EXISTING IMPROVEMENTS AND UTILITIES. OCCUPANCY CLASSIFIG TION: z USE: 1-^' QCHANTILE S. HEATING TO BE DESIGNED TO PROVIDE -70 DEGREES F. WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF O DEGREES F. AND 15 Lu O 5. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION. MPH WIND, CONSTRUCTION TYPE: 5B (NON-SPRINKLERED) Lu O Q O 6, NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND }- 10, PLUMBING INSTALLATION TO COMPLY WITH PCNYS AND THE SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT U = u_ m STANDARDS. �- U n n ARCHITECT. SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING NUMBER OF OCCUPANTS (USABLE AREA): f- d N TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 11. NOT USED U �RETAIL. 60 S.F./OCCUPANT = 2,129.25 S.F./60 S,F./OCC 36 IL G.RO�I";r FLOOR: �'' W ARE NOT ACCEPTABLE. O O z O 'I. ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN. ANY USED FIXTURES OR USED MATERIALS = W 12, ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. d tL - ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR ODORS TO HAVE INSULATED GORES. PERSONS KITCHEN m 200 S.F,/OCCUPANT - 1,384,0 S.F./200 S.F./OCC = 'i LU -1 O Q 8. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER 13, THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER PERSONS c � X � � CONTRACTORS, AND BUILDING MANAGEMENT, STORAGE m300 S.F./OCCUPANT - '151 S.F./300 S.F./OCC - 3 ,,��// ID AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANYW Q� --IOTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. PERSONS O U � O t- � 9, GENERAL CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR GLASS BROKEN DURING U O u- CONSTRUCTION. O CONSTRUCTION. 14, THE ENGINEER 1.145 NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR TAI-__0rXUPANCY: m IL 46 PERSONS � N 10. UPON COMPLETING OF ALL WORK BY G.C., AND OTHERS, GENERAL CONTRACTOR SHALL CLEAN REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. - U LL r- ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING O O O AND ALL OTHER FINISHED SURFACES E PRESENTED AS NEW. INSTIRucrIONS FOfR THE INSTALLPQ IL ly IL z� Z 11, ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED, A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION MORTON BUILDINGS � Q U O CATALOG - [;--200S). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 22355 COX LANE N U 12, ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 1/4") UNLESS CUTCHOGUE, NY 1935 O COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL OTHERWISE SPECIFIED, = z BE BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO B. BOLT HOLES (SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT INSTALLATION, I ' � DIAMETER (PER THE 199 NDS, SECTION 8.1,2,1,), SC��PE� O� WOi��% 0 C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 13, ALL MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. D, USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA, I. INTERIOR ALTERATION, PROPOSED COMMERCIAL KITCHEN 1 Q E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES AND SAFETY 14. REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A GLEAN AND WELL PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARDS. PAGE- KEPT ENVIRONMENT FOR THE STAFF. F. PNEUMATIC DIR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE 15. FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE NAIL HOLES.TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE: USED, FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. USE THE APPROPRIATE SAFETY EQUIPMENT. G. J015T SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT 0 . 0 a EXCEED 1/8" PER ASTM TEST STANDARDS. T— o H. FOR HOLDOWINS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN c\l Lp TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT, CD to 0 N 00 co THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS;INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NOTES: EXTEND WALL GROUNTS BEYOND DIMENSIONS TO NEXT STUD, >�- l.� I �t LE(�1�2 w DOOR TYPE I � � � ( � L�C_-;E_ O "A" - GENERAL CONTRACTOR TO FURNISH AND SD SMOKE DETECTOR INSTALL GROUNDS FROM 42"A.F.F. TO 96" A.F.F.. A B C EXISTING WALL TO REMAIN CO CARBON MONOXIDE DETECTOR "B" - GENERAL CONTRACTOR TO FURNISH AND INSTALL GROUNDS FROM 24"A.F.F. TO 60" A.F.F.. EXISTING WALL TO BE REMOVED LOCATE EXHAUST HOOD IN TYPE 1 HOOD DETAILS BETWEEN WALLS. REFER TO (BY OTHERS) SHEETS EFA 6 THRU EFA 8 PROJECT TO BE CONFIGURED W/ FIRE, SMOKE 4 ,' ` PROPOSED WALL FOR CONNECTION DETAILS. G.O. DETECTION SYSTEM PER TOWN CODE. CONTRACTOR TO PROVIDE DRAWINGS. 29' - 3" DOUBLE ACTING SINGLE FLUSH DOUBLE DOOR yam' 19' - �" 8" TRAFFIC DOOR DOOR EGRESS (MOTES: N 7T 4' - 6" 3' - O" 2' - O" SECTION BC 1016 DOOR SCHEDULE CORRIDORS ______ 1016.1 CONSTRUCTION CORRIDORS SHALL BE CONSTRUCTED IN IL NO, DOOR WIDTH DOOR HEIGHT DOOR TYPE REMARKS ACCORDANCE WITH THIS SECTION. INTERIOR CORRIDOR WALLS - i EXISTING WINDOW 001 6'-O" 6'-8" A REQUIRED TO BE FERE-RESISTANCE RATED SHALL COMPLY WITH p 002 3'-0" 6'-8" B SELF-CLOSING SECTION ZOS FOR FIRE PARTITIONS. PUBLIC CORRIDOR WALLS SHALL a m COMPLY WITH SECTION 106 FOR FIRE BARRIERS. N `" 2 003 3'-O" 6'-8° B SELF-CLO51NG 1016.1.1 INTERIOR CORRIDORS INTERIOR CORRIDORS SHALL BE FIRE- 0 IRE- O ® F.D. 004 3'-O" 6'-8" B RESISTANCE RATED IN ACCORDANCE WITH TABLE 1016.1.1. - i L 109 008 3'-O" 6'-8" B 006 6'-O" 6'-8" C PANIC HARDWARE TABLE 1016.1 E i GENERAL CONTRACTOR co-[ 6'-0" 6'-S" G INTERIOR CORRIDOR FIRE-RESISTANCE RATING - TO FURNISH THIS AREA 008 6'-D" 6'-8" G REQUIRED FIRE-RESISTANCE LEVEL AND SMOOTH FOR LANE WALK-IN BOX PLACEMENT 010 3'O" 6'-8" B OCCUPANT LOAD RATING (HOURS) !L) �' OCCUPANCY SERVED BY INTERIOR SPRINKLER SPRINKLER Oil 3'-O 6-8 B SYSTEM SYSTEMUS 1111111 ' f i E M GREATER THAN 30 1 0 COOLER BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR SEE NOTE "A'. 903.3.1.2 WHERE ALLOWED. � THIS SHEET COMMON PATH OF EGRESS TRAVEL O LEGEND I MARK DESCRIPTION r l SEE NOTE "B" --- U PATH OF TRAVEL THIS SHEET BUTCHER a O m O4 _... .. . _.._ .._ STATION S FIRE EXTINGUISHED cA 105 IOl caill EXIT LIGHTING I' - 8" i SEE NOTE A THIS SH ET � 2 (Y nl 3' = 4" 2' - 8" 3' - 4" 10' - II" EXIT REMOTENESS SCHEDULE O rT, � I D' NO, TRAVEL DISTANCE W 1 60' X Z SEE NOTE A THIS SHEET � SEE NOTE "A" THIS SHEET 3 -10, Q Z ClJ E H � w � # 4' O" Q CIS 8 82' _ r- CURING ROOM O 6 84' DRY c<1 1 104 F.D. 12' - '1" 5"- Lu1 EXISTING RETAI f— WALL TY E LEGEND: I y L D (NON-HEATED) 0 ACC SSIIELE PREPARAT1011 111 INTERIOR PARTITION O i M - 003 CHITECTt ASEA 06� SD 0 - 4" WOOD WALL RD AR REta/ i - 5/8" GYP. BOARD * D STF .. y INTERIOR PARTITION 2a w 5/8" GYP. BOARD ~ w 4" WOOD WALL p w n o n 2 SEE SHEET T-0.0 FOR _. E. ACCESSIBLE VESTIBULE BATH DETAILS ® � � 10161 FINIS1""f LEGEND: 0 x O / 001 `� PT-1 BENJAMIN MOORE AURA DANIEL A. BUTLER, R.A. COLOR - 'WHITE' FRP FRP PANEL COLOR - 'WHITE' � Q ACCESSIIBLE <>— ARMSTRONG BATH iSSP STAINLESS STEEL PANELZ EPX EPDXYRB-I RUBBER BASE lU NF,E, COLOR - 'BLACK' ZCL-I ARMSTRONG PRELUDE CEILING GRID W/ w OASIS 24"x48" CEILING TILE = O LL. POLCONC POLISHED CONCRETE }U- 9 N 0 w .11 - 3114' - O 5 -1 - 9 9 411 Z � w00 z O ° � I1 - 9�� Lu Q Q ROOM FIN15H SCS- EDULE � � o \� V O ROOM WALL FLOOR BASE CEILING U U Q O �Q z NUMBER ROOM NAME REMARKS in OtL Q Q MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH ' m N X N SP U EXISTING STORAGE � IST FLOOR T_ (NON-HEATED) 100 PREP. AREA PAINT PT-1 5EM1-GLOSS POLCONC - RB - I BLACK PAINT PT-1 SEMI-GLOSS u- O O O CO 101 VESTIBUL PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS a u- )L- 7"0 Z SD 102 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-1 SEMI-GLOSS Q V F.E. 103 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-I SEMI-GLOSS I cp O 104 DRY CURING ROOM PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-I SEMI-GLOSS =J�g = co Z z 0 a 105 DISH / POT WASH PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-1 SEMI-GLOSS 0 011 ® X (?0 Q F.E. 106 GOOK LANE PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-I SEMI-GLOSS Q tum 3'-0"x6'-8" 101 BUTCHER STATION PAINT PT-I SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLO55 DOOR 105 COOLER PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-I SEMI-GLOSS PAGE: EXISTING O.H.D EXISTING O.H.D FREEZER PAINT PT-I SEMI-GLOSS - POLCONC RB - I BLACK PAINT PT-1 SEMI-GLOSS 109 010 RTIAL FLOOR FLAN qi co A- 100 2 m 77 1/4" = I'-O" to ID 0 N 00 00 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. FF LIGHTING LEGEND 2'x4' SURFACE MOUNTED LED LIGHT (QTY. 11) GENERAL NOTES: 1. CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CEILING f- w HEIGHT AND TYPE, LIGHTING, ELECTRICAL CONVENIENCE OUTLETS AND HVAC DUCT LAYOUT PRIOR TO FINAL INSTALLATION, ~ 2. CONTRACTOR TO PROVIDE ALL NEW CEILING TILES AND GRID- Lu SELECTION BY OWNER. 3, FINISHED CEILING HEIGHTS AS NOTED ON PLANS. VERIFY WITH �; 0 OWNER. a N N 4. INSTALL NEW SUSPENDEND CEILING GRID AND TILE PER MANUFACTURES INSTRUCTIONS. 5. INSTALL NEW SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES AND EXHAUST FANS PER MANUFACTURERS INSTRUCTIONS. 6. INSTALL NEW LIGHTING FIXTURES PER MANUFACTURERS INSTRUCTIONS. A rr ll V ' m C w LANE 2' x 4 ACT Y'STE 81 - A.F.F. X z u. MM Q LU co 1-1 0 0 01514 1 =10T UJI 614' x 4' CTS STEM 2' x 4' ACTS STEM ~ a. - O" A.F.F. SIATION ARCHITECT: * REG/ tv A p )> 1 _ C 01 4> DRY CURIN -R�00t` 04 DANIEL A. BUTLER, R.A. H Q 2' x ACT SYSTE z 8, - " A.F. I=REPA RZATIO Ju O u AR EAZ Lu 2' 4' ACT SYSTEM �ll = Q LL 8' - O" A. ,F. 3 a vn -4 LQII U 111-I- m } uzo 0 W 3 d iL VESTIS LE W � 2 x 4 ACT YSTE r 1 SEE SHEET T-O.O FOR 8' - " A,F,F U Q ACCESSIBLE BATH i U 60 DETAILS \ til QLLL Q �� Q N BATH IL tK z W A�L "- � z � Quo Z `� o z z m � o Q PAGE: 1p1IST FLOOR REFLECTED CEILING PLAN A- 1 ,9 1 T 1/4" = 1-O" io 0 CDN co co THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EQUIPMENT SCHEDULE ITEM QTy DESCRIPTION MODEL MANUFACTURER NO 1 1 UNDERCOUNTER DISHWASHER 2 1 3 COMPARTMENT SINK 3 1 WALL MOUNTED SHELF W/ POT HOOKS 4 1 MOP SINK CABINET W/ FAUCET 5 1 ICE CURER W/ BIN t: WATER FILTER 6 1 GAS STOCK POT RANGE -- DOUBLE iu "( I COUNTERTOP HOTPLATE F- -f.l 1 CABINET BASE - PART OF ITEM * -1 F 8 a 1 36" FRENCH HOT TOP RANGE Lu W 8.1 1 GAS RESTAURANT HYPE OVEN BASE - PART OF ITEM * 8 9 1 CHARBROILER N O 9.1 I CABINET BASE - PART OF ITEM * 9 o cn N 10 1 SPREADER CABINET - 4" WIDE � O 11 1 SPREADER CABINET - 12" WIDE 11.1 1 CABINET BASE - PART OF ITEM * 11 12 1 FRYER 13 1 COMBI OVEN W/ R.O. WATER FILTER SYSTEM 13.1 1 OPEN BASE WITH RACK GUIDES - PART OF ITEM * 13 14 1 EXHAUST HOOD W/ PERFORATED SUPPLY PLENUM 14.1 1 FIRE SUPPRESSION SYSTEM 15 1 DOUBLE JOINTED GOLD WATER FILL FAUCET 16 I REFRIGERATED WORK TOP 1Z 1 WALK-IN COOLER 13 22 23 26 1Z.1 1 WALK-IN FREEZER 18 1 EVAPORATOR COILLLILS It, 1111H 11111111 /. 18.1 I REMOTE CONDENSING UNIT 1 19 I EVAPORATOR COIL , r 19.1 1 REMOTE CONDENSING UNIT 1 r I I I I cYl 20 1 WORK TABLE W/ SINK ,\ i i i RAMP IZ 1 m 21 - SPARE NUMBER 12 22 3 HAND SINKS 23 4 WIRE SHELVING UNITS \ r 24 4 WIRE SHELVING UNITS 25 1 MEAT HANGING RAILS ( NOT IN CONTRACT J 9 i 16 r , � 26 3 WIRE SHELVING, UNITS r I 25 8 2'1 2 MOBILE WORK TABLES r \�\ i i 2l 24 X z >a- 28 1 HOSE REEL 29 1 WALL CABINET rr `, I i COOLER O Z tn tn 30 - SPARE NUMBER �� r 14 31 I WORK COUNTER W/ HAND SINK HOOD ELECTRIC p- 15 CONTROL PANEL, 3 32 2 WALL MOUNTED SHELVES -- STACKED MOUNT ON WALL 33 1 REFRIGERATED DISiPLAY CASE 14.1 �4 23 SCREEN CONTROL 34 1 REFRIGERATED DISiPLAY CASE .i' HOOD TOUCH Lu 35 1 REMOTE EXHAUST FAN dL'� PANEL +48" [� 36 I REMOTE TEMPERED AIR MAKE-UP FAN DISH / POT BUTCHER WASH1 STATION b ARCHITECT: 3 �122 4 REG/SrFDA 35 36 2 —OO --- 28 20 v a m 3 m + p'y r � C r O 0 w l rn -C - �� a p7". ------ / RK CONDENSING UNIT CONDENSING UNIT EXHAUST FAN MAKE-UP FAN DRY CURING ROOM 29 32 31 DANIEL A. BUTLER,R.A. FOR COOLER FOR FREEZER FOR EXHAUST HOOD FOR EXHAUST "HOOD 33 ITEM * 11 ITEM * 1-1.1 ITEM * 14 ITEM * 14 LOCATIONS OF ALL FREMOTE MOUNTED EQUIPMENT SHOWNz tu Y ARCHITECT/OW N ,4£-30V� TO �� DETERMINED I~3 MECHANICAL AND GENERAL CONTRACTORS. ACCESSIBLE34 a U z Q LL fQ BALI 01_ �U- z c Ll ?// 7 - U � � `� >�- cA } Lu O FSI n/ N 07: 03 u- 1 Lu SEE SHEET T-O.O FOR ® X O Q 4 ACCESSIBLE BATH0 V DETAILS 0 Q� - --i u- � 00 p BATH *2 U i N _ � O z O Q PAGE: FOOD SERVICE PLAN 2 1/4" - P-O" FS - 1 n N CO CD T Q N 00 co THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHIOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. UM� SYMSOLS LE_ C�rIN o HW, CW, DIRECT DRAIN STUB UP 0 GAS CONNECTION STUB UP v DIRECT STEAM CONNECTION o CONNECTION FLOOR SINK WITH HALF GRATE 0 FLOOR DRAIN ® FUNNEL FLOOR DRAIN Lu FUNNEL FLOOR SINK ►- F ELONGATED FUNNEL FLOOR SINK Iu Q.. O N (V O rel N N C�EN AL FLl�l' _ INCA NOTES OC O 1. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2. ALL WATER LINES TO HAVE SHUT-OFF VALVE, 3. PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140°F MINIMUM CONSTANT SUPPLY, 4, ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. I I/2" WASTE +20" A.F,F., O.F.F., B.T,G. - ITEM * 22 B. SEE PLUMBING ENGINEERING PLANS 15Y OTHERS FOR COMPLETE SCOPE OF WORK AND PLUMBING SPECIFICATIONS, 100" 6. THE HOT WATER HEATER TO BE SIZED TO MAXIMUM USE DEMANDS OF ALL PLUMBING FIXTURES. 7. PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER - EVAPORATOR UNITS TO OPEN SITE DRAIN, USE COPPER PIPE ONLY, 8, PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL 6„ EQUIPMENT AS REQUIRED BY LOCAL CODES. i / . 9, PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, - -- — LEVER/TWIST DRAINS, AS PROVIDED BY K,E.C, PIPE I,W.'S FROM ITEM * 13 TO FLOOR: SINK 10, PLUMBER TO INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE MAKERS. 11. PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR Q..I RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES, SEE PLUMBING ENGINEERING DRAWINGS BY OTHERS FOUR DETAILS AND SPECIFICATIONS. - rT, 12. PLUMBER TO INSTALL SHUT-OFF VAI VIE IN MAIN GAS LINE FOR FIRE W w Lu EXTINGUISHING SYSTEM, VALVE PROVIDED BY K,E.C, X - ° Z 13, PLUMBER TO INSTALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY PIPE I.W,'S FROM ITEM * 18 AND (Q ° 1 i (evaporator coils) TO FUNEL d 1(1 K.E,C, (WHEN REQUIRED). FLOOR SINK uJ CO 14, PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS _ (p-trap I.w,'s outside walk-in) (/ BY OTHERS, �-�I 0 �O 4" I.D. WASTE +4" I,F,F., O,O.F,, B,T,C, - ITEM * 4 ® AREA FLOOR DRAIN P.C, TO WERIFY PIPE SIZE WITH MANUFACTURERS CUT SHEET 15, S; 35,E 1 1/2" WASTE +20" A,F,F,, O,F,F,, -- 15'T' 2C, - ITEM * 22 � / I I/2" WASTE +2 A,F,F,, O.F,F,, _ B,T.G, - ITEM * 22 ' PIPE I.W. FROM ITEM * 20 PIPE I,W,'S FROM ITEM * 8 TO55" 46" / TO FLOOR SINK FLOOR SINK —/ ARCHITECT: �EGIST�c DAN/co y PIPE I,W,'S FROM ITEM * 1 AND 2 '- , TO FLOOR SINK �o ¢' Cm DRY CURING ROOM 1 1/2" WASTE +18" A � YORK F,F,, 10 O.F,F,, B.T.C. - ITEM " 31 DANIEL A. BUTLER, R,A. uJ (V i ACCESSIBLE W O ;, w... _..... .,..,_...: t,. .._ .,_. i BATH = ° O q ((�. tu rry .ra.t,i:.ihr L'� rr ' E:: ': FC'?" I—'✓,'�.-3 Z,.1. ."�'T } fir^ '.l, l_a. G`.. .'�... \� i/ U �_ >, 0 SEE SHEET - ® UzO � !L T-O,O FOR LOCATIONS OF ,ALL REMOTE MOUNTED EQUIPMENT SHOW � a � N AGGESSIBUE BATH DETAILS ® O ABOVE TO BE DETERMINED BY ARCHITECT/OUJNER 0 / � o o � o MECHANICAL AND GENERAL CONTRACTORS. �I � � ° m_ o N O O '- �� ACCESSIBLE u_ z ° BATH N 12 :3 dQUO _ � O z ui O Q FAGS: 1 FOOD SERVICE DRAIN FLAN 1/4" - 1'-0" FS -2a T to Q N 00 co THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOID,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PLUMBING 5*10IM50LS UECG-END o HW, CW, DIRECT DRAIN STUB UP 0 GAS CONNECTION STUB UP Q DIRECT STEAM CONNECTION o CONNECTION E] FLOOR SINK WITH HALF GRATE O FLOOR DRAIN 0 FUNNEL FLOOR DRAIN w N o FUNNEL FLOOR SINK F w ELONGATED FUNNEL FLOOR SINK !L O Z � o m � N a-ENERAL PLUM51NG NOTES 1, ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2, ALL WATER LINES TO HAVE SHUT-DOFF VALVE. 3, PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140OF MINIMUM CONSTANT SUPPLY, 1/2" HV, AND CV, +20" A,F,F,, O,O,V,, 4. ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. B. .G, - ITEM " 22 (hand sink) 5, SEE PLUMBING ENGINEERING PLANS BY OTHERS FOR COMPLETE 3/4" C,V, +12" A,F,F,, O.O,V„ B,T,C, - ITEM " 13 SCOPE OF WORK AND PLUMBING SPECIFICATIONS, P.C. t0 INTER PIPE fin walls If possible) WITH 59" 39" 4" R.O. TANK AND GOMBI OVEN TREATED UJATER LIZ 6. THE HOT WATER HEATER TO BE SIZED TO MAXIMUM USE DEMANDS OF CONNECTION ALL PLUMBING FIXTURES, 1, PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER 3/4" C.V. +18" A,F,F,, O,O,V., B.T.C. - ITEM " 13 = EVAPORATOR UNITS TO OPEN SITE DRAIN, USE COPPER PIPE ONLY. 8. PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL EQUIPMENT AS REQUIRED BY LOCAL CODES, 1/2"GAS (68,180 B.T,U.) +24" A,F,F., O,O,V., B,T,C, - ITEM * 13 S. PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, 1/2"GAS (85,000 B,T.U,) +24" A.F,F., O,O,V-, LEVER/TWIST DRAINS, AS PROVIDED BY K.E.G. - ITEM * 12 V c�l m � �10. PLUMBER TO INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE 1/2"GAS (33,000 B.T.U.) +24" A,F.F,, O.O.V.,, B.T.C. MAKERS, - ITEM * g 11, PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP ORa I/2"GAS (21,000 B,T,U.) +2411 A.F,F,, O.O,V., B.T,G, RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES, SEE PLUMBING - ITEM " 8 ENGINEERING DRAWINGS BY OTHERS FOR DETAILS AND SPECIFICATIONS, 1/2"GAS (34,000 B.T,U,) +24" A,F,F,, O,O.v,, B.T.C. T 12, PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE - ITEM * 8.1 XZ LL 3/4"GAS (65,000 B,T,U,) +24" A,F,F„ O.O.W,, EXTINGUISHING SYSTEM. VALVE PROVIDED BY K.E.C. _ O B.T.C. - ITEM * 1 N 1/2" CV, +1" A,F,F,, O,O,V,, B.T,C, - ITEM * 15 (A O 13, PLUMBER TO INSTALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY _ , - PIC TO CONFIRM R.I. HIGHT W/ OWNER d t(1 K.E.C. (WHEN REQUIRED). 3/4"GA5 (220,000 B,T,U,) +24" A,F,F,, 0.0.v" 351/21, w co B.T.C. - ITEM " 6 -1/2" CV, +12" A.F,F,, O,O.V,, B.T.C. - ITEM * 5 C� O ffJ 14. PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS P.0 TO INTER PIPE FROM FILTER TO ICE O _ BY OTHERS, MAKER AIC14 1111 8" LLl ' 1/2 Hv, AND GV, +20° A,F,F,, O.O,Y:; -- , _ \ IF- B.T.C. - ITEM N 22 (hand sink) 1/2" Hv, AND CV. +20" A,F,F,, O,O,V,, B.T.G. - ITEM M 22 (hand sink) I N 201' 8" 1411 81110" - 3g" 411 �� „ * 1/2 HV, AND GV. +48 A,F,F,, _ ARCHITECT: 1/2" HV, AND CV, +50" A,F,F,, O,O,V,, B.t,Cu HV, AND CV, +14" A.F,F,, O.O,V,, O,O,V,, B.T.C. - ITEM M 28 B.T.C. - ITEM * 20 8" g4" PLUMBER TO REFER TO SHEETS EFA-6 TO EFA-8 - GISTERF j m FOR REQUIRED CONNECTIONS ON ITEM *36 (MAKE-UP FAN) " 0 IF y cn 1/2" HV, AND CV, +1411 A,F.F., O,O,Y., B.T.C. - IITEM * 2 I! 1/211 HV, AND CV, +14" A,F,F,, O,O.V,, B,T,C, t� O 1/2" HV, AND CV, +14" A.F.F. O,O,Y., B.T,C, - IITEM * 2 ITEM * 31 �,<. 82g - 3/4" HV, (120 FJ +14" A,F,F,, O,O.V,, B.T.C. - IT'EM * 2 URINCs ROOM 4" g" YOa�' DANIEL A. BUTLER, R.A. JJi - _- ` . . t ACCESSIBLE �� � = tL BATH 01 1 m )Ld O O SEE SHEET T-0,0 FOR ACCESSIBLE IBATH __-.- a Lu _3 O Q d DETAILS o O ,nOu- O 0 _ , you- o N .. u- 1� ACCESSIBLE O 1� BATH°2 �� - -- --- t f Z o Q PAGE: FOOD SERVICE PLUM51NG 1 1/4" = 1'-0" a o T FS - 3 co Q N coco co THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. G_ENEELE 1�1OT_5 1, ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES, 2, ELECTRICIAN TO SUPPLY AND INSTALL ALL DUPLEX RECEPTACLES AND SWITCHES WITH STAINLESS STEEL FACE PLATES. 3. ELECTRICIAN TO SUPPLY ALL NECESSARY CONTACTORS, STARTERS AND DISCONNECTS. 4, ELECTRICIAN TO SUPPLY CONTACTORS AND/OR SHUNT TRIP BREAKERS TO PROVIDE FOR TOTAL FUEL. SHUT-OFF TO COOKING BATTERY. 5, ELECTRICIAN TO INTERWIRE CONDENSING UNIT WITH EVAPORATOR COILS IN WALK-IN COOLERS/FREEZEIRS UNITS. 6, ELECTRICIAN TO PROVIDE AND INSTALL HEAT TAPE AROUND CONDENSATE DRAIN LINES IN WALK-IN FREEZERS, 7. ELECTRICIAN TO INTERWIRIE FIRE EXTINGUISHING SYSTEM WITH EXHAUST w FAN AND COOKING BATTERY' TO CAUSE FAN TO TURN ON AND COOKING BATTERY TO TURN OFF WHEN FIRE SYSTEM IS ACTIVATED, 8. SEE FOOD SERVICE SPECIAL CONDITION PLAN FOR CONDUIT F IL REQUIREMENTS FOR BEER AND SODA LINES, w S. ELECTRICIAL TO FLUSH MOIUNT ALL ROUGH-IN'S IN BAR DIE WALL AND AT BAR AREA, 10, VERIFY ALL P.O.S. LOCATIONS AND REQUIREMENTS WITH P.O.S, Z � CONTRACTOR. o cn 11, ELECTRICAL CONNECTION (WIRING) FROM EVAPORATOR COIL TO LIGHTS, DOOR HEATER, DOOR LIGHT, DIGITAL ALARM AND RHODES SWITCH BY N � O CONTROL AND LIGHT CIRCUITS REQUIRED. OTHERS. E.C. TO REFER TO EFA SHEETS 6 THRU S FOR DIAGRAMS, E.C. TO FURNISH AND INSTALL ALL INTER WIRING/CAT 5 FOR MANUFACTURER FOR HOOD ELECTi?(CA. J.B, 120/1 - 1 5,0 AMP DEDICATED CIRCUIT. J S. 208/1 - 8,8 AMPS. +S '0" 4,F,F,, O,O.W., B.T.C. - ITEM DUPLEX RECEPTACLE, HORIZONTAL MOUNT E.C. TO REFER TO EFA SHEETS 6 THRU 8 FOR WIRING DETAILS " IS (evaporator coil) CONVENIENCE OUTLET 120Y/1PH/20AMP + 8' 6" A,F,F,, O.O,W,, B.T.C. - ITEM " 14,1 E.C. TO INTER TO TIME CLOCK FOR DEFROST CYCLE, UNLESS OTHERWISE INDICATED INTER WIRE DRAIN LINE HEAT TRACE TO TERMINAL STRIP ON COIL aJUNCTION BOX SWITCH - i N 85" TELEPHONE JACK J.B. 120/1 - 4,0 AMPS. +18" A.F.F., O.O.W., ® - B.T,C, - ITEM " 13 / J,B. 120/1 10,0 AMPS, + S' 0" A.F.F., O,O,W,, - - - B.T,G, - ITEM " I11 - freezer door LIGHTING FIXTURE u S.R. 120/1 - 'Ll AMPS. +18" A,F.F., D.F.A,, ' F EXHAUST FAN - ITEM " 16 (see drop-cord detail) w r SUPPORT BOX ENTIRELY / J ,E3, 120/1 - 1.8 AMPS, + 9' 0" A.F,F., O.O.W,, cv _LL_ _ _ _ _ _ �— INDEFENDANT OF CEILING SO IT WILL 113" B.T.C. - ITEM " IS (evaporator toll) a r NOT SWAY O u rTl J - F,S." - TYPE MALLABLE W 4 IRON OUTLET BOX MOUNTED � X Z LL. FLUSH IN CEILING / J .5. 120/1 - 10,8 AMPS, + S' O" A.F.F., O,O,W., O r S,T,G, - ITEM " I'I - cooler door N _ pza Lu 00 STAINELESS STEEL (� CEILING PLATE SEALING GRIP AND STRAIN RELIEF 0 Q N m - -1 W J,B, 120/1 - 16,0 AMPS, +60" A,F,F,, O,O,W., -- B,T,C, - ITEM " 5 ARCHITECT: "80" CORD TO BUTT �5(ERED A. 6 Cy CIRCUIT SIZE 012 MINIMUM 0 FEMALE STRAIGHT BLADE (NEMA 5-20P) RECEPTACLE OR AS REQUIRED TO SUIT EQUIPMENT INSTALL ALL OUTLETS WITH BOTTOM 75" ABOVE FINISH -- ------- - ,' J,B. 208/1 - 34.0 AMPS, +18 A.F.F., O.O,W,, _ 9j p FLOOR B.T.G. - ITEM " 1 DRY CURING ROOM OF X826 OQ`E-f N-W �( E SUG STED DI'OF CORD DETAIL (5Y E.C,� _ DANIEL A. BUTLER, R.A, S. ® R. 120/1 - 8,8 AMPS, +18" A.F.F. `r �� - ITEM " 33 _ 4 3" = 1'-0" - Q S.R. 120/1 - 11,4 AMPS, +18" A.F.F. )- - ITEM " 34 z ACCESSIBI E �� Z O BATH 01LL I Z = O O J.B. 208/1 - 8,1 AMPS. B.T.G. WERIFY LOCATION - ITEM " 18.1 (CONDENSING UNIT) • `, ,' U N )- tu O J.B. 208/1 - 13.4 AMPS. B.T.C. � � � O z O WERIFY LOCATION - ITEM " 19,1 (CONDENSING UNIT) �, U.l SEE SHEET T-0,0 FOPR Qr z AL ACCESSIBLE BATH _ U Z O _... -- LS - I LU DETA O O ® a TL X - - - � r I 006 \4 ,- O :3 O m i ACCESSIBLE % IL 11- l..r BATH f = O u't ELEGTRICAN TO REFER TO SHEETS EFA-6 THRU EFA-8 FOOD S�� Y I C� ELECTRICP,�(�E FOR REQUERD CONNECTIONS ON ITEM " 14 (EXHAUST AND MAKE-UP FAN) 1/4" - 1'-0" a- �_ co FS -4 io 0 N 0000 00 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ul d) F to W N O SHEET INDEX N N o SHEET NO. SHEET NAME T-0,0 COVER SHEET T-O,I ADA DETAILS 4 NOTES A-1,0 PARTIAL F=LOOR PLAN A-I,i REFLECTED CEILING PLAN FS-1 KITCHEN FOOD SERVICE PLAN F5-2 DRAIN PLAN F5-3 PLUMBING SUPPLAY PLAN FS-4 ELECTRIC SUPPLAY PLAN DESIGN CRITERIA SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ SURFACE IMPORTANCE FROST LINT= DESIGN UNDERLAYMENT. ILIVE DEAD OCCUPANCY TYPE OF rel ROUGHNESS FACTOR WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED LOAD LOAD CL-At HEIGHT CONSTRUCTION a 0 „ MODERATE SLIGHT TO SEE SEE KA ESTAURANT „ rTl r' G 1.0 SEVERE 36 TO HEAVY MODERATE 11 YES C,ALCS, CALCS, 2 ASSEMB 22'6 +/' TYPE 55 W N x z 'L . o � m � 0 NERAL NOTES: CONTRACTOR NOTES: Dfi�AUJfN S: ° w m � H � ( � 1, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND G.C. TO PROVIDE SHOP DRAWING (3) B/W COPIES FOR APPROVAL PRIOR TO >-40 O I /� ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE, FAeRIGATION ON ANY CUSTOM WORK. N SURANCE / }�ORMITGS' THE AMERICAN INSIF.TUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT, GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC 2, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, THE ENGINEER PRIIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS !`""� CODE OF. W ETC,, IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, DEVELOPER. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED NEW YORK STATE PERMITS, PRIOR TO COMMENCING ANY WORK, 3, CONTRACTOR 51-4ALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, DATE OF THE FINAL.CERTIFICATE OF OCCUPANCY, (LATEST EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ARCHITECT: ALL AUTHORITIES HAVING JURISDICTION. r �I 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR GS ER,C. NOTES'. PROCEDURES, OR }FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE SHALL NOT BE IC,G y, ED 1. GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, DIMENSIONS AND RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. Q' O �� BY THE CONTRACTOR. NO CHANGES SHALL BE MADE P '� DETAILS PRIOR TO CONSTRUCTION, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS ��.—�4 CALCULATIONS: �G AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. ' t, 77 Ci OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO IN THE DOCUMENTS AND/OR THE BUILDIN GROUND FLOOR..............................................................4,264.25 SQ, FT. THE START OF CONSTRUCTION, S. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE COVERAGE INCLUDING STATUTORY . POLICIES (WORKER COMPENSATION, ETC,) AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT s5 MILLION AND AUTOMOBILE TOTAL""........................•••••• .....,,4.264.25 SQ FT 2, CONCEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE v . CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN LIABILITY AND DAMIAGE COVERAGE NOT LESS THAN s2 MILLION, THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL , OF �26 ACCORDANCE WITH PART R-602,8 POLICIES, � *� EW YO + : 3. DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO GOVERN, PROJECT COORDINATOR SHALL BE 6. PROVIDE 0,025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SDANIEL A. BUTLER, R.A. ILLS. S�'NOPSIS NOTIFIED OF ANY DISCREPANCIES, 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED, CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 ~ 4, 5PECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, 8, ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS, Q EXISTING IMPROVEMENTS AND UTILITIES. OCCUf AT�CY CLASSIFI ATION: z Q5E. ERCHANTILE5. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL 9 HEATING TO BE DESIGNED TO PROVIDE 1O DEGREES F, WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF O DEGREES F, AND 15 �REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION, MPH WIND, z ON TYPE: 55 (NON-SPRINKLERED) ID W l'� 6, NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND 10, PLUMBING INSTAALLATION TO COMPLY WITH PCNYS AND THE SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT = ° tL LL (� ARCHITECT, SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING STANDARDS. U Q NUMBER OF OCCUPANTS M5A5LE AR d)• 1- Z N D TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK, V n Q 11, NOT USED � � U } � � 6ROUN0 ELQQR W > Z. ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN. ANY USED FIXTURES OR USED MATERIALS RETAIL 60 S,F./OCCUPANT = 2,129,25 S.F,/60 S.F./OCG = 36 PERSONS W 12. ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. KITCHEN g 200 S,F./OCCUPANT = 1,384,0 S.F./200 S.F,/OCC = 'i PERSONS � .� C's ARE NOT ACCEPTABLE. ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES, STORAGE �' 300 S.F./OCCUPANT 1X51 0 S.F00 S.F./OCC = 3 PERSONS W q x 8. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER 13, THESE DRAWINCrS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER CONTRACTORS, AND BUILDING MANAGEMENT, O AND ARCHITECT WHI=THER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY MAY NOT BE USED ON ANY TOTA;�_Q_-C--UPANCY: 46 PER %D' V 9, GENERAL CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR GLASS BROKEN DURING OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. CONSTRUCTION, LL 14, THE ENGINEER 4A5 NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR r Q O O REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT, O c l 10, UPON COMPLETING OF ALL WORK BY G.C,, AND OTHERS, GENERAL CONTRACTOR SHALL CLEAN U „ u- N ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING C•�' F_ O O O AND ALL OTHER FINISHED SURFACES PRESENTED AS NEW, INSTRUCTIONS FOR THE INSTALLER APPLICANT: q -q11, ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED. MORTON BUILDINGS < U- TZ A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION t) t' Z CATALOG - C-2009), INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 22355 COX LANE Q U ° 12, ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND CUTCHOGUE, NY 1935 COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL z V 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2��) AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 1/4 ) UNLESS ,Q c� O IBE NSTALLATION, S. OTHERWISE SPECIFIED. = BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT INDIAMETER (PER THE 1991 NDS, SECTION 8,1,2,1,), 6COPE OF W K: in 1- d 13. ALL MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY, G. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION, O Q D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA, I. INTERIOR ALTERATION, PROPOSED M)=RCIAL KITC E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES AND SAFETY 14, REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND WELL PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE: WITH A.W.S. STANDARDS, PAGE: KEPT ENVIRONMENT FOR THE STAFF. F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS, NAIL TOOLS MAY BE (n USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE U I 15. FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURERS INSTRUCTIONS AND RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. USE THE APPROPRIATE SAFETY EQUIPMENT, G. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE J015T END AND THE HEADER SHALL NOT a EXCEED 1/8" PER ASTM TEST STANDARDS, H. FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN • 1p T-00 TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT, 0 N Lf N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 403,5,1 CLEAR WIDTH AT TURN, 404,2.4,2 LIDING AND FOLDING DOORS. BUILDING CODE OF N,Y.S. 306-KNEE AND TOE CLEARANCE CHAPTER 4. -ACCESSIBLE ROUTES WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT WHICH 15 LESS THAN 48 INCHES LIDING DOOR AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404,2,4,2, CHAPTER 11 -ACCESSIBILITY 306.1 GENERAL. WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR FLOOR OR 401-GENERAL (1220 MM)WIDE,CLEAR WIDTHS SHALL BE 42 INCHES(1065 MM)MINIMUM APPROACHING THE TURN,48 INCHES TABLE 404.2.4.2 GROUND SPACE AT AN ELEMENT,CLEARANCE AT AN ELEMENT, OR A WHEELCHAIR TURNING SPACE, (1220 MM)MINIMUM DURING THE TURN,AND 42 INCHES(1065 MM)MINIMUM LEAVING THE TURN. -- MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS SECTION 1101 -GENERAL 1101.1 SCOPE THE PROVISIONS OF THIS CHAPTER AND APPENDIX E SHALL CONTROL THE THE SPACE SHALL COMPLY WITH SECTION 306, ADDITIONAL SPACE BEYOND KNEE AND TOE 401.1 SCOPE, APPROACH DIRECTION MINIMUM CLEARENCES DESIGN AND CONSTRUCTION OF FACILITIES FOR ACCESSIBILITY TO PHYSICAL DISABLED PERSONS, CLEARANCE SHALL BE PERMITTED BENEATH ELEMENTS. ACCESSIBLE ROUTES REQUIRED BY THE SCOPING PROVISIONS ADOPTED BY THE PERPENDICULAR PARALLEL TO ADMINISTRATIVE AUTHORITY SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF TO DOOR DOOR 1101.2 DESIGN BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE 30(0,2 TOE CLEARANCE THIS CHAPTER. FROM FRONT 48 IN(1220 mm) O IN(O mm) ACCESSIBLE IN ACCORDANCE WITH THiS CODE AND ICC/ANSI AII1,1 402-ACCESSIBLE ROUTES FROM HINGE SIDE 42 IN(1065 mm) 54 IN(1310 mm),SEE NOTE 2 FROM LATCH SIDE 42 IN(1065 mm) 24 IN(610 mm),SEE NOTE 2 303-CHANGES IN LEVEL 303.1 GENERAL. CHANGES IN LEVEL IN FLOOR OR GROUND SURFACES SHALL ----- = 402.1 GENERAL. I Maneuvering space shall include full width of CICOM . COMPLY WITH SECTION 303, _--J ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 402, y t° 2 From the latch side toward the approach direction. -=_ 303.2 VERTICAL, 402.2 COMPONENTS, FIG. 403.5.1 54 MIN' CHANGES IN LEVEL OF 1/4" (6 MM)HIGH(MAXIMUM SHALL BE PERMITTED TO BE VERTICAL. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: / CLEAR WIDTH AT TURN WALKING SURFACES WITH A SLOPE NOT STEEPER THAN 1:20,DOORWAYS, z RAMPS,CURB RAMPS,ELEVATORS,AND WHEELCHAIR(PLATFORM)LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE PORTIONS OF THIS STANDARD. N FIG, 306,2 403-WALKING SURFACES It u0FIG. 30312 11 min, TOE CLEARANCE F_ lA) B) VERTICAL CHANGES IN LEVEL ix 403.1 GENERAL, LU LU WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL 42 min. 42 min, 303.3 BEVELED. (1 z - � CHANGES IN LEVEL BETWEEN Il4 (6 MM))HIGH MINIMUM AND I/2 COMPLY WiTH SECTION 403, ll3 MM)HIGH MAXIMUM SHALL BE BEVELED �9 24 MIN. WITH A SLOPE NOT STEEPER THAN 1:2. 306,2,1 GENERAL, 403.2 FLOOR OR GROUND SURFACE. N x <487 4 `r SPACE UNDER AN ELEMENT BETWEEN THE FLOOR OR GROUND AND 9 INCHES (230 MM) FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 302, N N ® 2 403.5.2 PASSING SPACE (C) ABOVE THE FLOOR OR GROUND SHALL BE TOE CLEARANCE AND SHALL COMPLY WITH ui n 1 AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES(1525 MM)SHALL PROVIDE PASSING SPACES FIG. 404,2,4,2 -_ _- -- SECTION 306.2. 03.3 SLOPE- AN LOPE p THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. AT INTERVALS OF 200 FEET(61M)MAXIMUM. THESE PASSING SPACES SHALL BE EiTHER A 60 INCH(1525 MM)BY 60 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS =-___ __ _-- - - 306.2.2 MAXIMUM DEPTH. THE CRO55 SLOPE OF A WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48, INCH (1525 MM) MINIMUM SPACE,OR AN INTERSECTION OF TWO WALKING SURFACES WHICH PROVIDE A T-SHAPED TOE CLEARANCE SHALL BE PERMITTED TO EXTEND 25 INCHES(635 MM)MAXIMUM UNDER AN 403,4 CHANGES IN LEVEL. TURNING SPACE COMPLYING WITH SECTION 304, 404,2.4,3 D ORWAYS WITHOUT DOORS, ELEMENT, CHANGES IN LEVEL SHALL COMPLY WITH SECTION 303. 404-DOORS AND DOORWAYS DOOF?WAYSIWITHOUT DOORS THAT ARE LE55 THAN 36 INCHES(915 MM)WIDE SHALL HAVE MANEUVERING CLEARANCES FIG. "x03.3 306.2,3 MINIMUM DEPTH. COMPLYIN WITH TABLE 404.2.4.3. BEVELED CHANGES IN LEVEL 403.5 CLEAR WIDTH. 404.1 GENERAL, TABLE 404.2.4.3 WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH 7AE3LE 403.5, 3 3,4 RIINL GROUND SPACE,THE TOE CLEARANCE SHALL EXTEND 11 INCHES(430 MM)MINIMUM DOORS<DOORWAYS THAT ARE PART OF AN ACGIESSIBLE ROUTE SHALL COMPLY W/SECTION 404, MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS CHANGEEL GREATER THAN 1/2" (113 MM)SHALL BE RAMPED AND SHALL COMPLY WITH SECTION 405 BENEATH THE ELEMENT, TABLE 403,5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 404.2 MANUAL DOORS. APPROACH DIRECTION MINIMUM CLEARENCES 406, ' 306.2.4 ADDITIONAL CLEARANCE. MANUAL DOORS AND DOORWAYS,AND MANUAL GATES, INCLUDING TICKET GATES,SHALL COMPLY WITH PERPENDICULAR TO DOOR SPACE EXTENDING GREATER THAN 6 INCHES 1150 MM)BEYOND THE AVAILABLE KNEE SEGMENT LENGTH MINIMUM SEGMENT WIDTH (SEE NOTE 1) 304 -WHEELCHAIR TURNING SPACE 24 INCHES(610 MM) 32 INCHES(815 MM) THE REQUIREMENTS OF 5ECTION5 404,2,1 THROUGH 404,111, FROM FRONT 48 IN(1220 mm) CLEARANCE AT 9 INCHES(230 MM)ABOVE THE FLOOR OR GROUND SHALL NOT BE FROM SIDE 42 IN(1065 mm) 304.1 GENERAL. A WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304. INCLUDED IN TOE CLEARANCE. >24 INCHES(610 MM) 36 INCHES(915 MM) 40 .2.1 REVOLVING DOORS AND TURNSTILES. MANEUVERING SPACE SHALL INCLUDE FULL WIDTH OF DOORWAY. REVOLVING DOORS OR TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 1. 304,2 FLOOR OR GROUND SURFACE, FLOOR OR GROUND SURFACES OF A WHEELCHAIR TURNING SPACE L CONSECUTIVE SEGMENTS OF 32 INCHES(815 MM)WIDE MUST BE SEPARATED 404,2,4,4 RECESED DOORS, 306,2,5 WIDTH, 404,2,2 DOUBLE-LEAF DOORWAYS. WHERE THE PLANE OF THE DOORWAY 15 RECESSED MORE THAN 8 INCHES(200 MM)FROM THE PLANE OF THE WALL, SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH SECTION 302, BY A ROUTE SEGMENT 48 INCHES{1220 MM)LONG MINIMUM AND 36 INCHES 1915 TOE CLEARANCE SHALL BE 30 INCHES(160 MM)WIDE MINIMUM, MM)WIDE MINIMUM, AT LEAST ONE THE ACTIVE LEAVES OF DOORWAYS WITH TWO INDEPENDENTLY OPERATED LEAVES SHALL CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED, 304.3 SIZE. WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 304.3.1 OR 304.3.2. INCLUDE COMPLY WITH SECTIONS 40044.,2.3 AND 404.2.4. 306.3 KNEE CLEARANCE, KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR 404,23 CLEAR WIDTH, 404,143 FLOOR OR GROUND SURFACE ONE ARM, 8 DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM)MINIMUM. CLEAR OPENING OF FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN min. DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP,WITH 1:48 AND SHALL COMPLY WITH SECTION 302. 60 min. 60 min, THE DOOR OPEN 90 DEGREES, OPENINGS MORE THAN 24 INCHES(610 MM)DEEP SHALL PROVIDE A - CLEAR OPENING OF 36 INCHES (915 MM)MINIMUM, THERE SHALL BE NO PROJECTIONS INTO THE CLEAR 404,2,5 THRe5HOLD5 AT DOORWAYS, OPENING WIDTH LOWER THAN 34 INCHES (865 MM)ABOVE THE FLOOR OR GROUND, PROJECTIONS INTO THRESHOLDS, IF PROVIDED,AT DOORWAYS SHALL BE INCH 113 MM)HIGH MAXIMUM, RAISED THRESHOLDS t - T 1 CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. 24 min, 48 m(n, 24 min, ro THE MINIMUM CLEAR OPENING WIDTH MORE THAN 34 INCHES(865 MM)AND UP TO 80 INCHES (2020 MM) - GROUND ARE PERMI1rTED BUT SHALL NOT EXCEED 4 INCHES(102 MM). Q^ clJ ABOVE THE FLOOR OR GR R 404.2,6 TWO DOORS IN SERIES, ==_ LOCATE EXHAUST HOOD IN NOTES: BETWEEN WALLS. REFER TO EXTEND WALL GROUNTS BEYOND DIMENSIONS SHEETS EFA 6 THRU EFA 8 TO NEXT STUD. FOR CONNECTION DETAILS, _ "A" - GENERAL CONTRACTOR TO FURNISH AND 29' - 3" INSTALL GROUNDS FROM 42"A.F,F. TO 96" A,F,F,. 19' - .111 5 "B" - GENERAL CONTRACTOR TO FURNISH AND WALL LEGEND: 4' - 6" 3' - O" 2' - D" INSTALL GROUNDS FROM 24 A.F,F. TO 60 A.F.F„ d) E W _________- EXISTING WALL TO REMAIN p ' EXISTING WINDOW 0 11111111111Hi O EXISTING WALL TO BE REMOVED o 2 :- O F.D. L - r 109 PROPOSED WALL - GENERAL CONTRACTOR _ �' ' i • TO FURNISH THIS AREA TES: / + O LEVEL AND SMOOTH FOR LANE WALK-IN BOX PLACEMENT TRAVIIL �O 1 15.1 TRAVEL D ST CE LIMITATIONS, EXITS SHALL BE SO LOCATED ON i ORY H THAT THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, M S ROM THE MOST REMOTE POINT WITHIN A STORY TO THE r ENTRANCE TO AN EXIT ALONG THE NATURAL AND UNOBSTRUCTED PATH - v CQQLER OF EGRESS TRAVEL, SHALL NOT BE EXCEED THE DISTANCE GIVEN IN \ i TABLE 1015.1, SEE NOTE "A„ / \ r THIS SHEET I t TABLE 1015,1 - EXIT ACCESS TRAVEL DISTANCE O O TYPE OCCUPANCY WITHOUT SPRINKLER WITH SPRINKLERO SYSTEM (FEET) SYSTEM (FEET)OR ° t M 200250b (1)rr 1l. 6 - 1 SEE NOTE "B" V 1;Su THIS SHEET BUTCHER m O -- STATION vo A g C NOTE: BUILDING IS NOT SPRINKLERED. 108 - W - all I SEE NOTE "A" THIS SHEET 2 3' 4" 2' - 8" 3' _ 4" 10 - I1" O O \ \ \\ COMMON PATH OF EGRESS TRAVEL a/ O „ LEGEND W > X Ee 10 MARK DESCRIPTION Ul U- p XO Z '° PATH OF TRAVEL ------ ---- -- -- - -- _- —__----- ----- -- - _- ." SEE NOTE "A" g' _ g" i „ „ FIRE EXTINGUISHED d SEE NOTE A THIS SHEET DOUBLE ACTING SINGLE FLUSH DOUBLE DOOR O Z THIS SHEET s TRAFFIC DOOR DOOR EXIT LIGHTING lU co 9' O" CfJ ,4' - p" DRIt' CURING ROOM 1 EXIT REMOTENESS SCHEDULE m 1 104 F,D, `, DDDR SCHEDULE NO, TRAVEL DISTANCE •• „ Lu 12 - NO? d)) . DOOR WIDTH DOOR HEIGHT DOOR TYPE REMARKS I 60 H v 001 6'-O" 6'-8" A 2 54' EXISTING Q) 002 3'-0" 6'-8" B SELF-CLOSING 3 -70' RETALl d)) 003 3'-0" 6'-S" B SELF-CLOSING AD,q BATH �1 \\ PREPARATION 111 004 3'-O" 6'-8" g 4 68 �l ARCHITECT: AREA 0 005 3'-p" 6'-8" B 8 82' intu 102 i 006 006 (2) 3'-0" 6'-8" G PANIC HARDWARE 6 84' \S�EREDgR \ 100 Q�O NOEL A. 6G�',5��\ 1 Q l ® d FINISH LEGEND: WALL TYPE LEGEND: VESTIBULE �> �3 INTERIOR PARTITION PT-1 BENJAMIN MOORE AURA � (<`� 1826 O - ,O1 II II 0 COLOR - 'WHITE' 1 - 5/8 GYP, BOARD FNEW�(� O ` z O - 4" WOOD WALL ' N FRP FRP PANEL ,� dD - 5/8 GYP. BOARD DANIEL A. BUTLER, R.A. ° COLOR - 'WHITE' SSP STAINLESS STEEL PANEL �^ r ' 103 - �p i r pO2 1 EPX EPDXY INTERIOR PARTITION ~ ADA BATH M2 / - f _ RB-1 RUBBER BASE - Q " COLOR - 'BLACK' 2 - 5/8" GYP. BOARD +, . z - 4" WOOD WALL � ! CL-I ARMSTRONG PRELUDE CEILING GRID W/ ARMSTRONG OASIS 24"x48" CEILING TILE �` O POLCONC POLISHED CONCRETELu --- - U LL Dfl NOTES: ,� Z3 (� I, ALL KITCHEN, BAR t BAKERY AREAS TO BE CLAD W/ F,R,P, PER V n d Ul b SUFFOLK COUNTY DEPARTMENT OF HEALTH - FOOD SERVICE. F-� J U .- u-it III -it '311 } i ,�� Q' d wFROOM FINISH SCHEDULE :rl/P . - 6 tu 0- X O z Room WALL FLOOR BASE CEILING U O O O ROOM NAME REMARKS NUMBER MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH N x AN � * O O 0) tXLu1�' f 1st FLOOR u- O5T IRANCs /► `/ 100 PREP. AREA PAINT PT-I SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS u- O O O 110 101 VESTIBUL PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS p•.l LL ` .` • z 102 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC RB 1 BLACK PAINT PT-I SEMI-GLOSS Q U O 103 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-I SEMI-GLOSS d N V O 104 DRY CURING ROOM PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-I SEMI-GLOSS z O 105 DISH / POT WASH PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS 0 ~ z 106 COOK LANE PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-1 SEMI-GLOSS Q d) 101 BUTCHER STATION PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS LU xPAGE: EXISTING O,H,D EXISTING O,H.D 108 COOLER PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS 1O9 FREEZER PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS PARTIAL FLOOR PLAN N A- 100 M GD <D r O N u) N M THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,.AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LIGHTING LEGEND 2'x4' SURFACE MOUNTED LED LIGHT (QTY, 1-i) GENERAL MOTES: I, CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CEILING 1 j HEIGHT AND TYPE, LIGHTING, ELECTRICAL CONVENIENCE OUTLETS AND N HVAC DUCT LAYOUT PRIOR TO FINAL INSTALLATION, 2, CONTRACTOR TO PROVIDE ALL NEW CEILING TILES AND GRID_ W fL SELECTION BY OWNER. 3, FINISHED CEILING HEIGHTS AS NOTED ON PLANS, VERIFY WITH N O OWNER. a N Cl 4, INSTALL NEW SUSPENDEND CEILING GRID AND TILE PER MANUFACTURES INSTRUCTIONS, 5, INSTALL NEW SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES AND EXHAUST FANS PER MANUFACTURERS INSTRUCTIONS, 6. INSTALL NEW LIGHTING FIXTURES PER MANUFACTURERS INSTRUCTIONS, / ZER LAN � r l V � w r N 2' x 4 ACT YSTE r 8' - " A.F.F. a (Y O W mix Xtuu- COO-ER oz w co (y- (s �-I = o FISIt� 117 2' x 4' ACTS STEM x 4011 FTFS STEM S' - O" A.F.F. MTCHER 1�U ARCHITECT: SC -B R A. v826 oQ�/ OP N '( DANIE -ISB ER, R.A. 2' x ACT SYSTEM S' - " A RREPA ATION i pip)� AREA -C 3 U 2' 4' ACT SYSTEM z Q ra ADA BA H • S' - O" A, .F, V Z m = o0p }- LL QN p :3d tu LL1 2' x ACT 5YSTEM Lu o z o 8' - " A,F,F U 3 ADA SA • U Ep � V Q U Q Oo � Op � .d cA b m c--4 w u- � oo o � tLL )L- H QUO _ � O z M ~ O Q PAGE: IST FLOOR REFLECTED CEILING PLAN 1 1/4" = 1' A- T 1 ,9 1 Q co ID Q N Lo N Lo THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EQUIPMENT SCHEDULE ITEM QTY DESCRIPTION MODEL MANUFACTURER NO 1 1 UNDERCOUNTER DISHWASHER 2 1 3 COMPARTMENT SINK 3 1 WALL MOUNTED SHELF W/ POT HOOKS 4 1 MOP SINK CABINET W/ FAUCET 5 1 ICE CURER W/ BIN 4 WATER FILTER 6 1 GAS STOCK POT RANGE -- DOUBLE ui 1 I COUNTERTOP HOTPLATE 1.1 I CABINET BASE - PART OF ITEM " 1 F 8 1 36" FRENCH HOT TOP RANGE l.0 W 8.1 1 GAB RESTAURANT TYPE OVEN BASE - PART OF ITEM " 8 9 1 CHARBROILER �; O 9,1 1 CABINET BASE - PART OF ITEM " 9 o cri N N 10 1 SPREADER CABINET - 4" WIDE � O 11 1 SPREADER CABINET - 12" WIDE 11,1 1 CABINET BASE - PART OF ITEM " II 12 1 FRYER 13 1 COMBI OVEN W/ R.C. WATER FILTER SYSTEM 13,1 1 OPEN BASE WITH RACK GUIDES - PART OF ITEM " 13 14 1 EXHAUST HOOD W/ PERFORATED SUPPLY PLENUM 14,1 1 FIRE SUPPRESSION SYSTEM 15 1 DOUBLE JOINTED COLD WATER FILL FAUCET 16 I REFRIGERATED WORK TOP 11 1 WALK-IN COOLER 13 22 23 26 11.1 1 WALK-IN FREEZER 18 I EVAPORATOR COIL rl 18.1 1 REMOTE CONDENSING UNIT �I I IS 1 EVAPORATOR COIL �� i\i 19 �A / I J� I Is.] I REMOTE CONDENSING UNIT I I I I 20 I WORK TABLE W/ SINKi I RAMP 111 clr 21 - SPARE NUMBER 12 22 3 HAND SINKS 23 4 WIRE SHELVING UNITS II r I I 21 I I ^ 24 4 WIRE SHELVING UNITS 10 I I N 25 1 MEAT HANGING RAILS f NOT IN CONTRACT 16 263 WIRE SHELVING UNITS r' `� I 23 r I 25 s ...... .... III 21 2 MOBILE WORK TALES r i i 21 Q r �� 24 OzLL ES 28 1 HOSE REEL 1 29 1 WALL CABINET r 1� I COOLER OL r' I 14 (X cfJ uj co 30 - SPARE NUMBER HOOD ELECTRIC 31 1 WORK COUNTER W/' HAND SINK ; I 15 CONTROL PANEL, 3: 0 32 2 WALL MOUNTED SHELVES -- STACKED MOUNT ON WALL 33 1 REFRIGERATED 015PLAY CASE I 14,1 � 4 � HOOD TOUCH 23 34 1 REFRIGERATED 015PLAY CASE 35 I REMOTE EXHAUST FAN (:5:) SCREEN CONTROL 5 �Ei w PANEL +48" 1- 36 1 REMOTE TEMPERED AIR MAKE-UP FAN DISH / POT BUTCHER WASH 1 STATION 22 b ARCHITECT: 3 22 f /c)I8. I 19. I 35 36 2 -� ® ------- D 28 (:30DQ�pPNeG`X510 I I r Jt] I I I IJ I I I --------J N'A 0I IL ��� 03 26 .�. ------ ------- �`�NEW�o� CONDENSING UNIT CONDENSING UNIT EXHAUST FAN MAKE-UP FAN DRY CURING ROOM =I-c 32 31 DANIEL A. BUTLER, R.A. FOR COOLER FOR FREEZER FOR EXHAUST HOOD FOR EXHAUST HOOD 33 ITEM " 11 ITEM " 11.1 ITEM " 14 ITEM " 14 LOCATIONS OF ALL REMOTE MOUNTED EQUIPMENT SHOWN z T DETERMINED IIN Y ARCHITECT/OWNER, -- � z tu ,��OV� O �3� L7� �� �D � = O o o MECHANICAL AND GENERAL CONTRACTORS. r/ ADA BATH "1 z m 34 w fU- 0 0 N r � V =1) LL CD w • --- w ° a°c -q ° � ® � Lu X O � Q d � N I O N m u- _ N U- O O O I� ADA BATH "2 r LL 1` U � z 4 Q O � O = z O Q PAGE: FOOD SERVICE PLAN 2 I/4" - 1'-O'I FS — 1 yi y; to T Q N if N Lo THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHIOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. o HW, CW, DIRECT DRAIN STUB UP Q+ GAS CONNECTION STUB UP o DIRECT STEAM CONNECTION o CONNECTION ® FLOOR SINK WITH HALF GRATE FLOOR DRAIN 0 FUNNEL FLOOR DRAIN lu FUN14EL FLOOR SINK N F- ELONGATED FUNNEL FLOOR SINK F AC Iu W o ai ENE A PLUMBING NOBS a O 1. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2, ALL WATER LINES TO HAVE SHUT-OFF VALVE. 3, PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 1407 MINIMUM CONSTANT SUPPLY. 4, ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. I I/2" WASTE +20" A.F.F., O.F.F,, B.T.C. 5. SEE PLUMBING ENGINEERING PLANS BY OTHERS FOR COMPLETE - ITEM " 22 SCOPE OF WORK AND PLUMBING 5PECIFIIGATION5. 10011 6, THE HOT WATER HEATER TO BE 51ZED, TO MAXIMUM USE DEMANDS OF ALL PLUMBING FIXTURES, 1. PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER - ri EVAPORATOR UNITS TO OPEN SITE DRAIN. USE COPPER PIPE ONLY. N 8. PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL EQUIPMENT AS REQUIRED BY LOCAL CODES. 6: 9. PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, LEVER/TWIST DRAINS, A5 PROVIDED BY 1K.E.C, rr ll PIPE I.W.'5 FROM ITEM * 13 TO FLOOR SINK 10. PLUMBER TO INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE MAKERS. w IL PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR W r RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES, SEE PLUMBING a ENGINEERING DRAWINGS BY OTHERS FOFQ DETAILS AND SPECIFICATIONS. }- 12. PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE W 4 EXTINGUISHING SYSTEM. VALVE PROVIDED BY K,E,C. X Z LL 13, PLUMBER TO INSTALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY PIPE I.W.'5 FROM ITEM " 18 AND o K.E.G. (WHEN REQUIRED), M (evaporator coils) TO FUNEL Q FLOOR SINK O W W 14. PLUMBING DRAIN LINES FOR WALK-INS BY K.E.G. REMOTE LOWBOYS (p-trap I.w.'s outside walk-in) (� BY OTHERS. O 4" 1.ID. WASTE +4" I.F.F., O.O,F., M 14" O B.T.C. - ITEM " 4 P.G. TO WERIFY PIPE SIZE WITH �- AREA FLOOR DRAIN MANUFACTURERS CUT SHEET 15" BE 1 1/2" WASTE +20" A.F,F,, O,F.F,, -- -... B.T.C, - ITEM * 22 Lu H 1 1/2" WASTE +20" A.F,F„ O,F,F,, B.T,C, - ITEM * 22 PIPE I,W. FROM ITEM " 20 PIPE I.W.'5 FROM ITEM * 5 TO 55" - 46" , `' TO FLOOR SINK FLOOR SINK FO ARCHITECT: - O t'1" �E1 p c� N�E� A. y x C) PIPE I.W.'S FROM ITEM * 1 AND 2 j * ¢. A "1 TO FLOOR SINK I DRY CURING ROOM IJ 1 1/2" WASTE +18" A.F,F. 0 0826 .�0�� O,F.F., B.T.C. - ITEM " 31 10 NEW ' DANIEL A. BUTLER, R.A. H tu Q N ADA BATH 01 `� Lu l� O o i V LL Q Z � Q O � ui z6 a ® � uzOz 3 AC LOCATIONS OF ALL REMOTE MOUNTED EQUIPMENT SHOUJI�I � _ a L X ® � 0 � V ABOVE TO BE DETERMINED BY AIRCHITECT/OUJI ER. r � ,-__ � o � � o � �, oLL o 1"I C�-I, 1�1IC,�L 1�1L� GENERAL CONTi�ACTORS. � r Z3 o m Qcv 1� ADA BATH 02 LL QL z O - - -- _ � LLz _ N :3 Q U 0 .. Z � U = o z 0 m t— O Q PAGE, FOOD SERVICE DRAIN PLAN 11411 11-011 a a C0 FS -2CD N LL!) N THESERAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. o HW, CW, DIRECT DRAIN STUB UP 0 GAS CONNECTION STUB UP at DIRECT STEAM CONNECTION o CONNECTION Eq FLOOR SINK WITH HALF GRATE 0 FLOOR DRAIN FUNNEL FLOOR DRAIN ILI > FUNNEL FLOOR SINK ELONGATED FUNNEL FLOOR SINK Lu a N O 43cfi NERAL PLU B I1� G NOTES N CV ato 1. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES, 2, ALL WATER LINES TO HAVE SHUT-OFF VALVE. 3. PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140'F MINIMUM CONSTANT SUPPLY, 4, ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. 1/2" HV, AND CV, +20" A,F,F,, O,O,V,, B.T.C. - ITEM " 22 (hand sink) 5. SEE PLUMBING ENGINEERING PLANS BY OTHERS FOR COMPLETE 3/4" C,V, +12" A,F,F,, O,O,V,, B,T,C. - ITEM * 13 SCOPE OF WORK AND PLUMBING SPECIFICATIONS. P.C. TO INTER PIPE lin walls 1f possible) WITH 5g" 3g" 4" 6. THE HOT WATER HEATER TO BE SIZED TO MAXIMUM USE DEMANDS OF R.O. TANK AND COMBI OVEN TREATED WATER CONNECTION ALL PLUMBING FIXTURES. FA= -1, PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER 3/4" C.V. +18" A,F,F,, O,O,Y., B.T.C. - ITEM " 13 = EVAPORATOR UNITS TO OPEN SITE DRAIN. USE COPPER PIPE ONLY. �m 8, PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL \ EQUIPMENT AS REQUIRED BY LOCAL CODES, 1/2"GAS 168,180 B.T.UJ +24" A,F.F,, O.O.V., B,T.C, - ITEM " 13 c0 S. PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, I/2°GAS (85,000 B,T.U,) +24" A,F.F,, O.O.Y., iB.T,G, -71 LEVER/TWIST DRAINS, AS PROVIDED BY K.E.C. - ITEM " 12 � l m 10, PLUMBER TO INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE 1/2"GAS (33,000 B.T,U.) +24" A.F,F., O.O.V,, B.T.G, - ITEM " 9 MAKERS, - i ^ � N II, PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR 1/2"GAS (21,000 B.T.U,) +24" A,F,F,, O,O.v,, B.T.C, r h-�-�i r RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES. SEE PLUMBING - ITEM * 8 � � ENGINEERING DRAWINGS BY OTHERS FOR DETAILS AND SPECIFICATIONS, _ _ . _ O 1/2"GAS (34,000 B.T,U,) +24" A.F,F,, O,O,V„ 15.T,C, - W cr} X 12, PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE - ITEM " 8.1 EXTINGUISHING SYSTEM, VALVE PROVIDED BY K,E.C, tu 3/4"GAS (65,000 B.T,U.) +24" A,F,F,, O,O,V,,, LL B,T,C. - ITEM * Z C141/2" CV, +7" A,F,F„ O.O.V„ B.T.C. - ITEM " 15 13. PLUMBER TO INSTALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY - P,C t0 CONFIRM R,i, HIGHT W/ OWNER K.E.C. (WHEN REQUIRED), 3/4"GAS (220,000 B.T,U,) +24" A.F,F„ O,O,V,., 35 I/2 O B.T.C. - ITEM * 6141 CZ 14, PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS 1/2" CV, +12" A.F.F,, OA.Y,, B.T.C. - ITEM * 5 _ � Q ff r� BY OTHERS, - P.0 TO INTER PIPE FROM FILTER TO ICE O 0 MAKER N O N II 8" 1/2° HV. AND CV, +20" A,F,F,, O.O,V;;- - }— S.T.C. - ITEM * 22 (hand sink) - 1/2" HV, AND Cv, +20" A.F.F., O.O.V., � N B.T.G. - ITEM * 22 (hand sink) 20" 811 1411 41 8111011 411 1/2" HV, AND CV. +50" A.F.F,, O,O,V„ B.T.C. - I'TEM * 4 1/2" HV. AND CV, +48" A.F,F,, �p „ ARCHITECT: i/2 HV, AND CV, +14 A,F,F,, O.O.V,, O,O.V,, B.T.G. - ITEM " 28 B.T.C. - ITEM * 20 \Se PLUMBER TO REFER TO SHEETS EFA-6 TO EFA-8 8, g4" FOR REQUIRED CONNECTIONS ON ITEM *36 (MAKE-UP FAN) Q�10 IEL q q0 \ 1/2" HY, AND CV, +14" A.F,F,, O,O.Y,, B.T.G. - ITEM " 2 r 33 0 --1 1/2" HY, AND GV, +14" A,F,F„ O,O,V„ B.T,G, - ITEM * 2 (' 1/2" HV, AND CV, +14" A,F,F„ O.O.V,, B.T,C, 0 --- --- - - ITEM " 31 Q _6 3/4" HV, (120 F,) +14" A.F.F,, O.O.Y„ B.T.C. - ITEM * 2 ING 4" 8" EW Y0 - --- - DANIEL A. BUTLER, R.A. ul _= r ADA BATH "1 ` Z 0 ` w0 � 0 � — 1, = LL. LL. ftl } Oq 0 Z -1 AC � w _ N TL X q a d � � Oji. O O r ( c%4N r �\ ADA BATH *2 r j f u- O z ASC tf d Q U 4 _ � O z to O Q FOOD SERVICE FL.l,I1` 5 f 1 G PAGE: o_ FS - 3 co co 0 N t! c\1 to THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2. ELECTRICIAN TO SUPPLY AND INSTALL ALL DUPLEX RECEPTACLES AND SWITCHES WITH STAINLESS STEEL FACE PLATES. 3, ELECTRICIAN TO SUPPLY ALL NECESSARY CONTACTORS, STARTERS AND DISCONNECTS. 4. ELECTRICIAN TO SUPPLY CONTACTORS AND/OR SHUNT TRIP BREAKERS TO PROVIDE FOR TOTAL FUEL SHUT-OFF TO COOKING BATTERY, 5, ELECTRICIAN TO INTERWIRE CONDENSING UNIT WITH EVAPORATOR COILS IN WALK-IN COOLERS/FREEZERS UNITS, 6. ELECTRICIAN TO PROVIDE AND INSTALL HEAT TAPE AROUND CONDENSATE DRAIN LINES IN WALK-IN FREEZERS. 1, ELECTRICIAN TO INTERWIRE FIRE EXTINGUISHING SYSTEM WITH EXHAUST w FAN AND COOKING BATTERY TO CAUSE FAN TO TURN ON AND COOKING BATTERY TO TURN OFF WHEN FIRE SYSTEM IS ACTIVATED. F 8. SEE FOOD SERVICE SPECIAL CONDITION PLAN FOR CONDUIT REQUIREMENTS FOR BEER AND SODA LINES, tl 9, ELEGTRIGIAL TO FLUSH MOUNT ALL ROUGH-IN'S IN BAR DIE WALL AND AT BAR AREA, 10. VERIFY ALL P.O.S. LOCATIONS AND REQUIREMENTS WITH P.O.S. N O CONTRACTOR. ° r 11. ELECTRICAL CONNECTION (WIRING) FROM EVAPORATOR COIL TO LIGHTS, DOOR HEATER, DOOR LIGHT, DIGITAL ALARM AND RHODES SWITCH BY O CONTROL AND LIGHT CIRCUITS REQUIRED. OTHERS. E.C. TO REFER TO EFA SHEETS 6 THRU 8 FOR DIAGRAMS. E.C. TO FURNISH AND INSTALL ALL INTER WIRING/CAT 5 FOR MANUFACTURER FOR HOOD J,B. 120/1 - 1 5.0 AMP DEDICATED CIRCUIT, J B. 208/1 - 8,8 AMPS, +cB 'O" A.F,F,, O.O.W,, B.T.C. - ITEM DUPLEX RECEPTACLE, HORIZONTAL MOUNT E.C. TO REFER TO EFA SHEETS Co THRU 8 FOR WIRING DETAILS * IS (evaporator coil) + 8 6 A.F,F,, O,O.W,, B,T,C, - ITEM * 14,1 E.C. TO INTER TO TIME CLOCK FOR DEFROST CYCLE. CONVENIENCE OUTLET 120V/iPH/20AMP UNLESS OTHERWISE INDICATED INTER WIRE DRAIN LINE HEAT TRACE TO TERMINAL STRIP ON COIL aJUNCTION BOX SWITCH N 55" TELEPHONE JACK J.B. 120/1 - 4.0 AMPS. +18" A.F.F,, O,O,W,, B.T.C. - ITEM * 13 / J,B. 120/1 - 10,0 AMPS, + S' O" A,F,F,, O,O,W,, 1 B.T,G, - ITEM * IZ,I - freezer door LIGHTING FIXTURE S.R. 120/1 - 1.1 AMPS. +l8 A.F.F„ D.F.A., EXHAUST FAN - ITEM " 16 (see drop-cord detail) s a O r SUPPORT BOX ENTIRELY / J .B. 120/1 - 1.8 AMPS. + S' O" A.F,F., O.O.W,, r INDEPENDANT OF CEILING SO IT WILL 113:: B.T.G. - ITEM " 18 (evaporator coil) a NOT SWAY nl F,S, - TYPE MALLABLE w a IRON OUTLET BOX MOUNTED LL FLUSH IN CEILING rB.T.C. - ITEM * 1'1 - cooler door N O . pzM STAINELESS STEEL CEILING PLATE SEALING GRIP AND STRAIN O RELIEF � cYl 6 0 Lu J.5, 120/1 - 16,0 AMPS. +60" A,F,F,, O.O,W,, B.T,C, - ITEM * 5 _ --- - --- _ ARCHITECT: "50" CORD TO SUIT CIRCUIT SIZE 012 MINIMUM l Q` O l FEMALE STRAIGHT BLADE (NEMA 5-20P) RECEPTACLE * f OR AS REQUIRED TO SUIT EQUIPMENT +I N INSTALL ALL OUTLETS WITH BOTTOM ZS" ABOVE FINISH J.B. 208/1 - 34.0 AMPS. +18" A.F.F., O.O.W,, FLOOR B.T,G, - ITEM * 1 DRY CURINGS ROOMF(�F NEW.40 l DANIEL A. BUTLER, R.A, SI� RD DETAIL CIBY E.C. - S.R. 120/1 - 8.8 AMPS. +18" A.F.F. GGE6TED DIROF CO ,{ `t ITEM 1133 _ -oil S.R. 120/1 - 11.4 AMPS, +18" A,F.F. - ITEM * 34 z lU ADA BATH 01 �� Z Z3LLI O 3: J.B. 208/1 - 8,1 AMPS, B,T,C. OQ WERIFY LOCATION - ITEM " .18,1 (CONDENSING UNIT) \ `, ,' a :3N f(�� tu _ O J1i J.B. 208/1 - 13,4 AMPS. B.T.C. • ® > j U O z O WERIFY LOCATION - ITEM " 19.1 (CONDENSING UNIT) „ W � zOZ QC Li 0060 U mOu_ N !i N ® Ii ADA BATH *2 1 1 u_ N ` U ta ELECTRICAN TO REFER TO SHEETS EFA-6 THRU EFA-8001 SERVICE � CTi�IC PAGE FOR REQUERD CONNECTIONS ON ITEM " 14 (EXHAUST AND MAKE-UP FAN) 1/4" = 1'-0" FS -4d �r M 07 <D O N LO Lf) N LO THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DESIGN CRITERIA SUBJECT t0 DAMAGE FROM WINTER ICE SHIELD USE/ SWEET INDEX SURFACE IMPORTANCE WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT. LIVE DEAD OCCUPANCY HEIGHT TYPE OF ROUGHNESS FACTOR DEPTH TEMP REQUIRED LOAD LOAD CLASS, CONSTRUCTION SHEET NO, SHEET NAME MODERATE SLIGHT TO SEE SEE T-O,O COVER SHEET G 110 SEVERE 36" TO HEAVY MODERATE If YES CALCS, CALCS, MERCHANTILE 22'-6" TYPE 5B A-1,0 PARTIAL FLOOR PLAN A-1,1 REFLECTED CEILING PLAN FS-I KITCHEN FOOD SERVICE PLAN FS-2 DRAIN PLAN u� lY FS-3 PLUMBING SUPPLAY PLAN q FS-4 ELECTRIC SUPPLA rw PLAN -� 42"MIN. IS" N 4 I- J (KUl MIRROR uj 0 z ( 1 LAVATORY (L % NOTE: GRAB BARS HANDICAP CRAB BARS 2 CLEAR 3 14 SECURED TO WOOD 3'-0" FLOOR BLOCKING C14 AREA 2 AND LOCATED AS PER DOOR ci 30"MIN. A.NS,I,t - k O O CLEAR FLOOR AREA C.A.B.O,STANDARDS(SEE (Ill ACCESSORIES) a 60"MIN, u' £ v = na WATER CLOSET RESTROOM ACCESSORY SCHEDULE 54"MIN. TISSUE DISPENSER - D'-b"] BOBRICK No. 5-4338 GRAB BARS MIRROR - MIRROR LAVATORY BOBRICK No, B165-1836 39 GRAB BAR - Lt;l� 3 BOBRICK No, B 6106.36 36" x 1 1/2" 4 B GRABAR 9 � BOBRICK No. B 6106.42 42" x 1 1/2" LIZ- GRA5 BAR - " I' 8"KNEE CLEARANCE TISSUE HOLDER BOBRICK No. B 6106.18 18 x 1 1/2 (I'-5"LAV,DEPTH} WATER CLOSET TYPICAL HANDICAP DETAILS • U ctl cil ,SCC 86I1BLE 5ATH DETAILS (ICC/ANSI .411-1.12003) W � r 1 N,7.S. � O \0 c X \0Bd 0 z � GENERAL. NOTES: CONTRACTOR NOTES: `� SHOF DRAWINGS: 1, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES ANDG, TO PROVIDE SHOP DRAWING (3) B/W COPIES FOR APPROVAL PRIOR 70 Q O ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE. FA',;?QC:4TION ON ANY CUSTOM WORK. to INSURANCE`1SURANCE I PERMITS THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT, �p GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC 2, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF "S, ILDII CODS 0 -1 LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS �/ !Ll ETC,, IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, NEW YORKSTATE DEVELOPER. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR To COMMENCING ANY WORK, 3, CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ARCHITECT: DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. ALL AUTHORITIES HAVING JURISDICTION, �- I 4, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR ` Vie© AR G.C. NOTES:: PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE SHALL NOT BE A. 8( T���j ` RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. <� �C) I, GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, DIMENSIONS AND THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR, NO CHANGES SHALL BE MADE ARE, CALCULATIONS: 4 , DETAILS PRIOR TO GONS7RUCtfON, THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO IN THE DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER, * � 1 GROUND FLOOR.,,,,.,. ,,,,,,,,,,,,,,,,,,,,,,,4,264,25 SQ, FT, THE START OF CONSTRUCTION, -� 5, THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE COVERAGE INCLUDING STATUTORY y POLICIES (WORKER COMPENSATION, ETC,) AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT s5 MILLION AND AUTOMOBILE TOTAL....................... „ .,,..,,.,,,.,,,,,,,.,4,264.25 SQ, FT., Sj, 6 2, CONCEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE 03082 0 , LIABILITY AND DAMAGE COVERAGE NOT LESS THAN $2 MILLION, THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL �T "'�_ 1 _ CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN POLICIES, ACCORDANCE WITH PART R-602,8 DANIEL A. BUTLER,R.A. 3, DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO GOVERN. PROJECT COORDINATOR SHALL BE 6• PROVIDE 0,025” ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS, COMES�'�IOi�SIS: NOTIFIED OF ANY DISCREPANCIES. 1, ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED, �0� 4, SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, S ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS, CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 EXISTING IMPROVEMENTS AND UTILITIES. OCCUPANCY CLASSIFICATION: z UF_: MERCHANTILE S. HEATING TO BE DESIGNED TO PROVIDE 10 DEGREES F. WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF 0 DEGREES F. AND 15 5, GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL MPH WIND, z O J REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION. C©NSTRUCTION TYPE: 55 (NON-SPRINKLERED 13 O LL (o, NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND 10, PLUMBING INSTALLATION TO COMPLY WITH PCNYS AND THE SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT 0 3: Q STANDARDS.. If— 0 ARCHITECT, SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING hIMBER OF OCCUPANTS (USABLE AREA): � Z d) �- TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK, IL LQ U 11. NOT USED G!OUND FLOOR: H � V 0 ^O O z O Ld 1, ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN, ANY USED FIXTURES OR USED MATERIALS RTAIL im 60 5,F,/OCCUPANT = 2,129,25 S.F./60 S. OCC • 12. ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. 36 V z O Z lY ARE NOT ACCEPTABLE. ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS t0 HAVE INSULATED CORES, FRSONS 1 W -1 O CL KICHEN 6 200 S. F,/OCCUPANT - 1,384,0 S.F./200 S.F./OCG - O Q 8. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER CONTRACTORS, AND BUILDING MANAGEMENT. 13, THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER FRSONS w UO J AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY MAY NOT BE USED ON ANY F° SAONS ° 300 S.F./OCCUPANT = 151 S,F./300 S.F./OCC = 3 O r 43. GENERAL CONTRACTOR SHALL MAKE GOOD AT HIS OWN EXPENSE FOR GLASS BROKEN DURING OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 0 O u CONSTRUCTION. IcrAL OCCUPANCY: tc- O LL Q O 14, THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR 46 PERSONS O 10. UPON COMPLETING OF ALL WORK BY G.G., AND OTHERS, GENERAL CONTRACTOR SHALL CLEAN REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. U Q 3f LL O O \ ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING �I I ' I j� �I 13 AND ALL OTHER FINISHED SURFACES t PRESENTED AS NEW, I I QST UCTIOI�IS FOR THE INSTALLER�ISTALLER ��:��'LICANT: IL F I-- If. ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED. i RTON BUILDINGS tlj N H Z3 A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION 2355 COX LANE O CATALOG - C-2005), INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 12, ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND �� CUTCHOGUE, NY IS35 �(j •; 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2 ) AND CANNOT BE REPLACED WITH 16D SINKERS (S GA x 3 1/4 ) UNLESS Q COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALLO BE BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO OTHERWISE SPECIFIED. _ B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF I/16" LARGER THAN THE BOLT 0 DIAMETER (PER THE 1991 NDS, SECTION 8.1,2,1.). �� INSTALLATION. tw'�� OF WORK: cp w O � 13. ALL MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. G. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 1, INTERIOR ALTERATION, PROPOSED COMMERCIAL KITCHEN D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA, 14, REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND WELL E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES AND SAFETY KEPT ENVIRONMENT FOR THE STAFF. PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W,S. STANDARDS. D (�a V PAGE: F, PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS, NAIL TOOLS MAY BE 15, FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. NAIL LTHOLES. TOOLS WITH NAIL APPROPRIATE SAFETY EQUIPMENT.POLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS ANDUSE NOV 1 4 G, JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT °T EXCEED 1/8" PER ASTM TEST STANDARDS. EUII•DlC4G� � • C6 H. FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN 70 POSSIBLE FUTURE WOOD SHRINKAGE, CARE SHOULD BE TAKEN TO NOT OVER-TORQUE THE NUT. +rOti�.j OF SOjP)>E�OLD 0 N vo 8�� THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LEGEND: NOTES: EXTEND WALL GROUNTS BEYOND DIMENSIONS TO DOOR TYPE WALL LEGEND: SD NEXT STUD. SMOKE DETECTOR "A" - GENERAL CONTRACTOR t0 FURNISH AND CO CARBON MONOXIDE DETECTOR INSTALL GROUNDS FROM 42"A.F.F. TO 96" A.F.F_. A B C D EXISTING WALL t0 REMAIN "B" - GENERAL CONTRACTOR TO FURNISH AND INSTALL GROUNDS FROM 24"A.F.F. TO 60" A.F.F.. ❑ ❑ \ ��� ��� ��� ��\ ��� EXISTING WALL TO BE REMOVED LOCATE EXHAUST HOOD IN TYPE 1 HOOD DETAILS BETWEEN WALLS. REFER TO (BY OTHERS) NOTE: x s i i i i - * SHEETS EFA 6 tHRU EFA 8 PROJECT TO BE CONFIGURED W/ FIRE, SMOKE t PROPOSED WALL FOR CONNECTION DETAILS, G.O. DETECTION SYSTEM PER TOWN CODE. CONTRACTOR t0 PROVIDE DRAWINGS. WIY 29' - 3" q 5" DOTRAFFIC DOOR SINGLE FLUSH DOUBLE DOOR OPENING r GESS NOTES: Lu 31 — O" 21 — O" SECTION BC 1016 1 w Ilk CORRIDORS 0 T I --fill DOOR SCHI=RULELu d) 1016.1 CONSTRUCTION. CORRIDORS SHALL BE CONSTRUCTED IN a' q --__----- , . ,,:- -- -- DOOR DOOR � NO. WIDTH HEIGHT DOOR TYPE REMARKS + � � EXISTING WINDOW ACCORDANCE WITH THIS SECTION. INTERIOR CORRIDOR WALLS �p � , 001 6-O 6-8 A REQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITH O O 8 - 3 002 3'-0" 6'-8" B SELF-CLOSING SECTION 108 FOR FIRE PARTITIONS. PUBLIC CORRIDOR WALLS SHALL o "i � O �I COMPLY WITH SECTION 10ro FOR FIRE BARRIERS. + , I 2 - 003 3-O 6-8 B SELF-CLOSING di i1 I 10 F.D. 1016.1.1 INTERIOR CORRIDORS, INTERIOR CORRIDORS SHALL BE FIRE- tt O O I I - 004 3-0 6-8 B RESISTANCE RATED IN ACCORDANCE WITH TABLE 1O1r'o.I.I. 109 005 3'-O" 6'-8" B (5. 5 006 6'-0" 6'-8" D TABLE 1016.1 I 00l 6'-0" 6'-8" C INTERIOR CORRIDOR FIRE-RESISTANCE RATING -- I GENERAL CONTRACTOR ,� t0 FURNISH THIS AREA 008 6-O 6-8 C REQUIRED FIRE-RESISTANCE r 1 LEVEL AND SMOOCH FOR OCCUPANT LOAD + r I I 009 6'-0" 6'-8" G RACING (HOURS) WALK-IN BOX PLACEMENT 010 3'-O" 6'-8" B r + i 1O6i I Oil 3'-O" OCCUPANCY SERVED BY INTERIOR WITHOUT WITH r + • I CORRIDOR SPRINKLER SPRINKLER r 1 I I I SYSTEM SYSTEM r M GREATER THAN 30 1 O - `� COOLER . BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC + I I I tt 1 108 c� SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 00 SEE NOTE "A" 1 903.3.1.2 WHERE ALLOWED. THIS SHEET 1 +I I \ COMMON PATH OF EGRESS TRAVEL ElLEGEND IN I MARK DESCRIPTION SEE NOTE "B" \ rr ll• tom— PATH OF TRAVEL V T WAS" THIS SHEET O 4• — — -- -- — — — — \ STATION FIRE EXTINGUISHED Q^ N 105 �� EXIT LIGHTING �`! r- 2 ❑ 1, _ 8„ I SEE NOTE �4 THIS SHEET ❑ v 3 1 4 21 - 811 311411 10 II EXIT REMOTENESS SCHEDULE �..1 .� O vo 10 � NO. TRAVEL DISTANCE w n XQ X 1U u., -- - -- - - - _-_- ____ _ - 1 60' O z I _ c 2 54' M O F-+--ILO SEE NOTE "A" g' _ 5" I I SEE NOTE "A" THIS SHEET THIS SHEET 4'=0" 5 82' r z a- - - - _ - - - -- _ � cj) m t- DRY CURING ROOM \ r — .__ _ ❑ 11.12 16 6 84' 1 104 �` F.D. 12' - -I" 5.. \ 9 oo� � uj CO\ EXISTING RETAIL ~ WALL TYPE LEGEND: - \` u INTERIOR PARTITION I/ CCESSIBI E\� \ I I / W " ARCHITECT: r � - + = PREP��ATION,� ( i i 111 � ❑ - 5/8 GYP. BOARD • 1 - 4" WOOD WALL p � r----❑— �J I � \ I 006 i i � - 5/8" GYP, BOARD G E ARc ' + A 102 r I 100 __ — — _.._ ___. -_ _ I I cA \� \�� 80 0 — 7 1 1 INTERIOR PARTITION❑ lZ 4`j 5/8" GYP. BOARD .. O I In 4 WOOD WALL ❑ I SEE SHEET F.E. < - X30826 ACC FOR 6 H F 03 N�` vESTIBULE � ACCESSIBLE -- � (❑ � i z -�T y BATH DETAILS ® u 101 �I \ / �� I '� __ ❑ N FINISH LEGEND: O 001 PT-I BENJAMIN MOORE AURA DANIEL A. BUTLER,R.A. O I \�+ COLOR - 'WHITE' ' 103 ' J - 009 FRP FRP PANEL (J� \0 i 002 r 1 COLOR - 'WHITE' Q + ACCESSIBLE r - SSP STAINLESS STEEL PANEL BATH 02 �r EPX EPDXY z R13-1 RUBBER BASE Lu O COLOR - 'BLACK' z `p F.E. CL-1 ARMSTRONG PRELUDE CEILING GRID W/ LU O ID }- ❑ ARMSTRONG OASIS 24"x48" CEILING TILE V 3 Q lel. [Q POLCONC POLISHED CONCRETE I- Z N Q 3.1 4' - p.. � _ g.. 9' _ 411 CL o CA O O fY IL Jl V ROOM FINISH SCHEDULE � � o 0 V Q � ? 01 -1 0- I 0 0 1 0 r- \0 O ROOM WALL FLOOR BASE CE LING U O !L � ROOM NAME REMARKS , � O LL O O z NUMBER MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH r O O EXISTING STORAG 1ST FLOOR O O \ 100 PREP. AREA PAINT Pt-1 SEMI-GLOSS POLCONC RB 1 BLACK PAINT PT-1 SEMI-GLOSS IL jy'Q Z CO 101 VEST15UL PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS 110 SD 102 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC RB - 1 BLACK PAINT Pt-1 SEMI-GLOSS (� U 0 ❑F,E• 103 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-I SEMI-GLOSS Q N O 104 DRY CURING ROOM PAINT PT-1 SEMI-GLOSS POLCONC RB - 1 BLACK PAINT PT-I SEMI-GLOSS z to z a 105 DISH / POT WASH PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-I SEMI-GLOSS 0 011 ® dxj X 0 F.E. Joeo COOK LANE PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-I SEMI-GLOSS Q U1 Q Q ❑ 3'-0"x6'-8" 10� BUTCHER STATION PAINT Pt-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS DOOR PACE: 108 COOLER PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-1 SEMI-GLOSS EXISTING O.H.D ® EXISTING O.H.D - IL 109 C FREEZER PAINT Pt-1 SEMI-GLOSS POLCONC: RB - I BLACK PAINT Pt-1 SEMI-GLOSS 010 a v c� PARTIAL FLOOR PLAN A— 1 400 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LIGHTING LEGE1\1D 2'x4' SURFACE MOUNTED LED LIGHT (QTY, 1-7) GENERAL NOTES: I. CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CEILING j tu HEIGHT AND TYPE, LIGHTING, ELECTRICAL CONVENIENCE OUTLETS AND N F HVAC DUCT LAYOUT PRIOR TO FINAL INSTALLATION. _ =a 2. CONTRACTOR TO PROVIDE ALL NEW CEILING TILES AND GRID. t SELECTION BY OWNER. , 3, FINISHED CEILING HEIGHTS AS NOTED ON PLANS. VERIFY WITH z O OWNER. o 4. INSTALL NEW SUSPENDEND CEILING GRID AND TILE PER a O O MANUFACTURES INSTRUCTIONS. S. INSTALL NEW SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES AND EXHAUST FANS PER MANUFACTURERS INSTRUCTIONS, 6. INSTALL NEW LIGHTING FIXTURES PER MANUFACTURERS INSTRUCTIONS. V m W N • r LAN a � � 2' x 4 ACT Y57 W LU LL OZ MM Co LER W C0 H � wC6 = O S 2' x 4' ACTS STEM H Lu ' x 4' GTS STEM ' - O" A.F.F. a' - O" A,F.F, BLTCHER ARCHITECT: A13�,y/� �T< Fly �• O DRY � 030826 �0 ATF OF NFA DANIEL A. BUTLER, R.A, H Q 2' x ACT SYSTE 8' A.F. z AREA z � 0u ACCESS' �LE 2 4 ACT SYSTEM luQ 0 BATH 1 8 - O" A. ,F, V O Q u- LQ z ULL fQ } 7� � w � 0 � QL F� UZO � w _3NO QC Q SEE SHEET T-O.O FOR 8 x A F F YSTE W X Q d ' A.F.F. L9 m ACCESSIBLE BATH U O DETAILS \ Q O 0 i m 0 IL 13c14 BATH 2Q�LO � 0 m W X00 O tL dQUO .. = O z o Q PAGE: IST FLOOR REFLECTED CEILING FLAN Ln A- 114" 1 ,01 = 1-O" co 0 N CSO 01 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EQUIPMENT SCHEDULE ITEM QTY DESCRIPTION MODEL MANUFACTURER NO 1 1 UNDERGOUNTER DISHWASHER 2 1 3 COMPARTMENT SINK 3 1 WALL MOUNTED SHELF W/ POT HOOKS 4 1 MOP SINK CABINET W/ FAUCET 5 1 ICE CUBEB W/ BIN d WATER FILTER 6 1 GAS STOCK POT RANGE -- DOUBLE lu I— d) Z 1 COUNTERTOP HOTPLATE -1.1 1 CABINET BASE - PART OF ITEM * Z m 8 1 36" FRENCH HOT TOP RANGE IY ILI Q 8.1 1 GAS RESTAURANT TYPE OVEN BASE - PART OF ITEM * 8 Z O O 9 1 CHARBROILER 9.1 1 CABINET BASE - PART OF ITEM * 9 N N 10 1 SPREADER CABINET - 4 WIDE a O O 11 I SPREADER CABINET - 12" WIDE 11.1 1 CABINET BASE - PART OF ITEM * 11 12 1 FRYER 13 1 COMBI OVEN W/ R.O. WATER FILTER SYSTEM 13.1 1 OPEN BASE WITH RACK GUIDES - PART OF ITEM * 13 14 1 EXHAUST HOOD W/ PERFORATED SUPPLY PLENUM 14.1 1 FIRE SUPPRESSION SYSTEM 15 1 DOUBLE JOINTED COLD WATER FILL FAUCET 16 1 REFRIGERATED WORK TOP 1-7 1 WALK-IN COOLER 13 22 23 26 111 1 WALK-IN FREEZER 18 I EVAPORATOR COIL 18.1 1 REMOTE CONDENSING UNIT �I I 1S 1 EVAPORATOR COIL i ARAMP 19.1 I REMOTE CONDENSING UNIT / I If Ill r l 20 i WORK TABLE W/ SINK 21 - SPARE NUMBER 12 V crl 22 3 HAND SINKS O i i 21 � CfJ 23 4 WIRE SHELVING UNITS r to a r 24 4 WIRE SHELVING UNITS I 25 I MEAT HANGING RAILS l NOT IN CONTRACT J g 16 1 -I O 26 3 WIRE SHELVING UNITS I 23 25 18 W m � X 2l 2 MOBILE WORK TABLES 8 � �� I I 2l 24 � Ul LL OZ 28 1 HOSE REEL 2'B 1 WALL CABINET i 1� COOL;=R M UJ. in W co co 30 - SPARE NUMBER � av, I HOOD ELECTRIC � ll 31 1 WORK COUNTER W/ HAND SINK Q 32 2 WALL MOUNTED SHELVES -- STACKED 15 CONTROL PANEL, 11 O MOUNT ON WALL c= 11 33 1 REFRIGERATED DISPLAY CASE 4 HOOD TOUCH 14.1 23 SCREEN CONTROL � 34 1 REFRIGERATED DISPLAY CASE 5 PANEL +48" � 35 1 REMOTE EXHAUST FAN 36 1 REMOTE TEMPERED AIR MAKE-UP FAN DISH / POT BUTCHER WASH 1 STATION 22 b ARCHITECT: 3 Z 4 �FZED ARC 3 5 3 6 �5 �L A. h/), 18. I 19. I 2 ���OP�\ T`( (IN ------ ------- I I I I L_J `lox 030826 0 CONDENSING UNIT CONDENSING UNIT EXHAUST FAN MAKE-UP FAN DRY CURING ROOM (j9 ) dD 31 DANIEL A. BUTLER, R.A. FOR COOLER FOR FREEZER FOR EXHAUST HOOD FOR EXHAUST HOOD 33 ITEM * IZ ITEM * 11.1 ITEM * 14 ITEM * 14 � Q LOCATIONS OF ,ALL REMOTE MOUNTED EQUIPMENT SHOWN z tN ABOVE TO BE DETERMINED BY ARCHITECT/OUJNER, MECHANICAL AND GENERAL CONTRACTOACCESSIBLE 34 � � a u = Q u m BATH *17 I H U - to i i 1� -1 U } _ w O O QC 0 SEE SHEET T-0.0 FOR ® 0 i W w O O Q ACCESSIBLE BATH I X DETAILS ® Q O LE 2 O DUo r 0, -- O , you o 0 I I � ACCESSIMI E If )L- BATH *2 ' U z = O z VA � m � O Q PACE: FOOD 6ERV ICE PLAN 2 1/4" C 1'-011 FS - 1 LO C) 0 N a) THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTffUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. FLUMe NGSY1'♦1i . _e�_E GG ND o HW, CW, DIRECT DRAIN STUB UP e GAS CONNECTION STUB UP v DIRECT STEAM CONNECTION o CONNECTION E3 FLOOR SINK WITH HALF GRATE 0 FLOOR DRAIN 0 FUNNEL FLOOR DRAIN FUNNEL FLOOR SINK ELONGATED FUNNEL FLOOR SINK F m tu d N O O N � l,�l'�'f INCA NOT= S � O O 1. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2, ALL WATER LINES TO HAVE SHUT-OFF VALVE, 3, PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140`F MINIMUM CONSTANT SUPPLY. 4. ALL INTERCONNECTING AND FINAL COMNECTION5 BY PLUMBER. 1 1/2" WASTE +20" A.F.F., O.F.F., B.T.C. 5. SEE PLUMBING ENGINEERING PLANS 1511' OTHERS FOR COMPUTE - ITEM * 22 SCOPE OF WORK AND PLUMBING SPECIFICATIONS. 100" 6. THE HOT WATER HEATER TO BE SIZED 70 MAXIMUM USE DEMANDS OF ALL PLUMBING FIXTURES, 1. PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER EVAPORATOR UNITS TO OPEN SITE DRAIN, USE COPPER PIPE ONLY. N ' 8. PLUMBER TO SUPPLY AND INSTALL BA4CK-FLOW PREVENTERS ON ALL EQUIPMENT AS REQUIRED BY LOCAL CODES, 6 S. PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, _ LEVER/TWIST DRAINS, AS PROVIDED BY K,E.C, rr ll PIPE I.W.'5 FROM ITEM * 13 TO FLOOR BINK 10. PLUMBER TO INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE c*1 MAKERS. rT,^ cfJ 11. PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR W r RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES. SEE PLUMBING ENGINEERING DRAWINGS BY OTHERS FOR DETAILS AND SPECIFICATIONS, 12. PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE W Q EXTINGUISHING SYSTEM, VALVE PROVIDED BY K,E,C, X Z LL 13, PLUMBER TO INSTALL FLEXIBLE QUICK 1DI5CONNECTS, IF SUPPLIED BY _ PIPE I.W,'5 FROM ITEM * 18 AND K.E.C. (WHEN REQUIRED). 19 (evaporator coils) TO FUNEL FLOOR SINK Q Z C� 14, PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS (p-trap i,w,'s outside walk-in) LLl BY OTHERS, O O 4" I.D. WASTE +4" I.F,F,, O.O.F., - �t 14" = c4 B.T.C. - ITEM * 4 AREA FLOOR DRAIN P,C, TO WERIFY PIPE SIZE WITH - j .. MANUFACTURERS CUT SHEET 351' 1 1/2" WASTE +20" AFF, OFF, 1 B.T,C, - ITEM * 22 � 1 1/2" WASTE +20" A,F,F,, O.F.F., � - - ----- I-- - -_._. � B,T.C. - ITEM * 22 PIPE I,W, FROM ITEM * 20 PIPE LW,'S FROM ITEM * 5 TO 55" 46" , ` TO FLOOR SINK i FLOOR SINK �' �� � ARCHITECT: VkF-D ARC A. BUT PIPE I.W,'S FROM ITEM * 1 AND 2 TO FLOOR SINK f ------ - --- - �'�9� 0821b y0Q' DRY CURING ROOM " + " _� F O \j 1 1 1/2 WASTE 18 A.F.F,, 10�: F NE O.F.F,, B.T,C. - ITEM * 31 DANIEL A, BUTLER, R.A. Tj JU J I - I----- - ACESSIBI F z c_ I.;.._.. BATH *1 11 LU O -- - O }- �\ � 3: QtL m UI .- C:.C!, `- 4.'.-fl'G• J T -. H 1 ,.! >~ . ` ju il'E=.,,ry _i �T�1r'' � 11.1, !;£�i'1, , • Q w 0 0 z O SEE SHEET LOCATIONS OF ,ALL REMOTE 1"IOUNTED EQUIP LENT SHOWN T-ACCESSIBLEa w BATH DETAILS � � � ABOVE-TO BE DETERMINED 5Y ARCHITECT/OWNERS 0 U O MECO- AN ICAL AND GENERAL CONTRACTORS. �1 � � m O � O O N Q � ACCESSIBLE �� I` � yf O O BATH r2 u- Q/ Z O fl LL Q di z O z VA m O Q FOOD SERVICE DRAIN FLAN 1 1/4" = 1'-0" a 0 M 0 FS -2CD N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE:RESTRICTIONS. am PLUM51NG 8*rM50L5LEGE— O HW, CW, DIRECT DRAIN STUB UP 0 GAS CONNECTION STUB UP o DIRECT STEAM CONNECTION o CONNECTION ® FLOOR SINK WITH HALF GRATE 0 FLOOR DRAIN FUNNEL FLOOR DRAIN U l N N 13 FUNNEL FLOOR SINK ® ELONGATED FUNNEL FLOOR SINK ILI Q Z O O N N I. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES, 2, ALL WATER LINES TO HAVE SHUT-OFF VALVE. 3, PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140OF MINIMUM CONSTANT SUPPLY, 1/2" HV. AND CV, +20" A,F,F,, O,O,V,, 4, ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. B.T.C. - ITEM " 22 (hand sink) 5. SEE PLUMBING ENGINEERING PLA145 BY OTHERS FOR COMPLETE 3/4" C,v, +12" A,F,F,, O,O,V,, B,T,G, - ITEM * 13 SCOPE OF WORK AND PLUMBING SPECIFICATIONS, P.G. t0 INTER PIPE (in walls IF possible) WITH 59" Be" 4" R.O. TANK AND COMBI OVEN TREATED WATER 6, THE HOT WATER HEATER TO BE SIZED TO MAXIMUM USE DEMANDS OF CONNECTION ALL PLUMBING: FIXTURES, FO 1, PLUMBER TO PIPE DRAINS FROM IWALKAN COOLER/FREEZER = EVAPORATOR UNITS TO OPEN SITE DIRAIN, USE COPPER PIPE ONLY, 3/4" C.V. +18" A,F,F,, O.O.V., S.T.C. - ITEM " 13 8. PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL `t EQUIPMENT AS REQUIRED BY LOCAL CODES. 1/2"GAS (68,180 B.T.U,) +24" A,F.F., O,O,V., B.T,C, -� - ITEM * 13 9, PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, 1/2"GAS (85,000 B.T.U.) +24" A,F,F,, O,O.V,, B.T,G, rr ll LEVER/TWIST DRAINS, AS PROVIDED BY K.E.C. - ITEM * 12 V m 10. PLUMBER TO INSTALL VACUUM BR=EAKERS FOR ALL COFFEE AND ICEO 1/2"GAS (33,000 B.T,U,) +24" A.F.F,, O.O.V., B.T.G. `" _ - .__- -,-_ ,-, cA MAKERS. - ITEM * 9 r! U. PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR 1/2°GAS (27,000 B.T,U,) +24" A,F,F,, O,O,V,, B.T.C. n (Y cel RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES, SEE PLUMBING - ITEM * 8 ENGINEERING DRAWINGS BY OTHERS FOR DETAILS AND SPECIFICATIONS, ` �TO X 1/2"GAS (34,000 B.T,U.) +24" A,F,F,, O,O,Y,, B.T,C, - F T4 12, PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE - ITEM * 8,1 (p x 144 11 3/4"CsAS (65,000 B,T,U,) +24" A.F EXTINGUISHING SYSTEM, VALVE PROVIDED BY K,E.C. oz ,F„ O,O,V,, B,T,G, - ITEM * N 1/2" CV, +7" A,F,F„ O.O.V,, B.T,C, - ITEM * 15 13. PLUMBER TO INSTALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY - P,C TO CONFIRM R,I, HIGHT W/ OWNER >Ltl K,E.C, (WHEN REQUIRED). 3/4"GAS (220,000 B.T,U,) +24" A,F,F,, O,O,V,, 351/2 O Z B,T.G, - ITEM * 6C� W 14, PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS 1/2" CV, +12" A.F,F,, O,O,Y., B.T.C. - ITEM * 5 BY OTHERS. - P.G TO INTER PIPE FROM FILTER TO ICE MAKER I II" 8" rT� LLl I/2" HV, AND CV. +20" A,F,F,, O,D.1I,, ---! �-- �^ H ` B.T.C. - ITEM * 22 (hand sink) - 1/2" HV, AND CV. +20" A,F,F,, O,O,V,, B.T.C. - ITEM * 22 (hand sink) Q 8111011 Q i ' N 2011 811 1411 "1011 - 3911 411 _ O,O.V„ B.T,G, ITEM 28 - ` 1/2" HV, AND CV, +14" A,F,F„ O.O.V., ARCHITECT: 1/2 . ,HVAND CV +48 , , , AFF 1/2" HV, AND CV_ +50" A.F,F„ O,O.V., B.T,C. - ITEM * 4 « \ B.T.C. - ITEM * 20 811 941. ,C�(�E D A qC FOR REQUIIRED CONNECTIONS ON ITEM 36 (MAKE-UP FAN) m �5\ A PLUMBER TO REFER TO SHEETS EFA-6 TO EFA-8 1/2" HV, AND CV, +14" A.F,F., D.O,Y., B.T,G. - ITIEM " 2 I/R , 1/2" HV. AND GV, +14" A,F,F, O,O.Y,, B.T,G, - ITIEM " 2 \ 1/2" HV, AND CV, +14" A,F,F,, O.O.V., B.T.G, \� — -- ---- - ITEM 31 �F ✓3c) ro O �N 3/4" HV, (120 F,) +14" A,F.F,, O,O,V., B,T,G, - ITEM "2IRY�_CURING411 81l DANIEL A. BUTLER, R.A. UN1 CG^NDENSINu. UN'T EXHAUST FAN tAKE-.UP"' 1._.• .. :,., * I I, > D F, 1.._ \ I - z FO ;: 000.1-H ~OFFEXALI5T �i00['> W,_ ITS 1 14 i__ 1 I- O r .-.r,, e. r:'«a c.rsa,w. f• r, r-...u+c ,,.,a - "e`"'... «i- _ - .. z - p - 4r 0 ACCESSIBLE it = p OLL O �- gg -, ,r 4 .xfi _ _> 1 -:r e.,_d;' •rv'r bw,€.''s`m d E 9:.. ,q} k� m §( h-,,a'f'' . ' x '� f i € aJ -r4K 3 4 - ; BATH *1 ✓t++ # tu z n SEE SHEET T-0,0 FOR ACCESSIBLE 5ATN a X OO O Q d DETAILSEn � UO � �4 t� _ ,.I � mph po O I� ACCESSIBLE % i' u IL BATH «2 - i.' U- 3: - = O z � m � o A PAGE: FOOD SERVICE PLUMBING 1 1/411 = -01' FS - 3 a 0 N T THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �NiER L L C. N0TE5 1. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES, 2. ELECTRICIAN TO SUPPLY AND INSTALL ALL DUPLEX RECEPTACLES AND SWITCHES WITH STAINLESS STEEL FACE PLATES. 3. ELECTRICIAN TO SUPPLY ALL NECESSARY CONTACTORS, STARTERS AND DISCONNECTS. 4, ELECTRICIAN TO SUPPLY CONTACTORS AND/OR SHUNT TRIP BREAKERS TO PROVIDE FOR TOTAL FUEL 514UT-OFF TO COOKING BATTERY. 5. ELECTRICIAN TO INTERWIRE CONDENSING UNIT WITH EVAPORATOR COILS IN WALK-IN COOLERS/FREEZERS UNITS, 6, ELECTRICIAN TO PROVIDE AND INSTALL HEAT TAPE AROUND CONDENSATE DRAIN LINES IN WALK-IN FREEZERS, 7. ELECTRICIAN TO INTERWIRE FIRE EXTINGUISHING SYSTEM WITH EXHAUST 1 FAN AND COOKING BATTERY TO CAUSE FAN TO TURN ON AND COOKING 0 BATTERY TO TURN OFF WHEN FIRE SYSTEM IS ACTIVATED. 8, SEE FOOD SERVICE SPECIAL CONDITION PLAN FOR CONDUIT � m REQUIREMENTS FOR BEER AND SODA LINES, S. ELEGTRICIAL TO FLUSH MOUNT ALL ROUGH-IN'S IN BAR DIE WALL AND AT BAR AREA, %b 10. VERIFY ALL P.O,S. LOCATIONS AND REQUIREMENTS WITH P.O.S. N O O CONTRACTOR, I1, ELECTRICAL CONNECTION IWIIRIN(S) FROM EVAPORATOR COIL TO LIGHTS, DOOR HEATER, DOOR LIGHT, DIGITAL ALARM AND RHODES SWITCH BY � O O OTHERS. CONTROL AND LIGHT CIRCUITS REQUIRED. E.C. TO REFER TO EFA SHEETS 6 THRU 8 FOR DIAGRAMS, E.C. TO FURNISH AND INSTALL ALL INTER WIRING/CAT 5 FOR MANUFACTURER FOR HOOD ELECTRIG-AL $Y_M_ 500000000000_ 5_L1=7_C._N D J,B, 120/1 - 1 5,0 AMP DEDICATED CIRCUIT, J .B. 208/1 - 8.8 AMPS, +9 '0" A,F,F,, O.O.W,, B.T,C, - ITEM DUPLEX RECEPTACLE, HORIZONTAL MOUNT E.C. TO REFER TO EFA SHEETS 6 THRU 8 FOR WIRING DETAILS * IS (evaporator coil) + 8' 6" A.F,F,, O,O.W., B,T,C, - ITEM * 14.1 E.C, TO INTER TO TIME CLOCK FOR DEFROST CYCLE, CONVENIENCE OUTLET 120Y/IPH/20AMP UNLESS OTHERWISE INDICATED INTER WIRE DRAIN LINE HEAT TRACE TO TERMINAL STRIP ON colL JUNCTION BOX SWITCH N / 55" N TELEPHONE JACK J,B. 120/1 - 4,0 AMPS, +18" A,F,F,, D.D,W., ® v B,T.G. - ITEM * 13 J.B. 120/1 - 10.0 AMPS, + S' 0" A,F,F,, O,O,W,, LIGHTING FIXTURE B.T,C, - ITEM * 111 - freezer door S.R. 120/1 - 1.1 AMPS, +-18" A.F.F,, D.F.A., EXHAUST FAN - ITEM * 16 (see drop-cord detail) LL W 1— SUPPORT BOX ENTIRELY J ,B. 120/1 - L8 AMPS, + S' O" A.F.F., O,O.W., cv INDEPENDANT OF CEILING SO IT WILL 113" B.T.C. - ITEM * 18 (evaporator coil) NOT SWAY F.S. - TYPE MALLABLE X _ std IRON OUTLET BOX MOUNTED X Z LL FLUSH IN CEILING J ,B, 120/1 - 10,8 AMPS, + S' O" A,F,F,, O,O,W., B,T,C, - ITEM * 1'( - cooler door f� � _ o Uwe STAINELESS STEEL �j (� LU co CEILING PLATE SEALING GRIP AND STRAIN RELIEF J,B. 120/1 - 16.0 AMPS, +60" A,F,F,, O,O,W,, I :. B,T,C. - ITEM * 5 — --_ ARCHITECT: "60" CORD TO SUIT CIRCUIT SIZE *12 MINIMUM �\cJ� A. NRED ARTS/� FEMALE STRAIGHT BLADE (NEMA 5-20P) RECEPTACLE " OR AS REQUIRED TO SUIT EQUIPMENT INSTALL ALL OUTLETS WITH BOTTOM -IS" ABOVE FINISH i' I- J.B. 208/1 - 34.0 AMPS. +18" A.F,F,, O,D,W,, � , FLOOR B.T.G. - ITEM * 1 DRY CURING ROOM T9T 30826 O� FOF NE`�� ® DANIEL A. BUTLER, R.A. S.R. 120/1 - 8,8 AMPS. +18" A,F,F. C SIGE8TED DROF CORD DETAIL CBY E.C. `r - ITEM * 33 _ 4 - - mm S,R. 120/1 - 11,4 AMPS, +18" AFF �- - -- - - - ITEM * 34 z 77 LSI N Ar�r_>_SSIRLE �` z 3 Q BATH *I I Z = O 0 O r iI U = 1LLL m J.B. 208/1 - 8.1 AMPS. B.T.C. WERIFY LOCATION - ITEM * 18,1 (CONDENSING UNIT) ,' I I (I) }- lu _ II _ LL J.B. 208/1 - 13.4 AMPS, B.M.C. • \® ''' i , �.{ v O Q Z 0 WERIFY LOCATION - ITEM 19,1 (CONDENSING UNIT) o __ I W SEE SHEET T-0,0 FOR I I Qr Z 9C ACCESSIBLE BATH I u Z A- --- DETAILSW __jo ® I O Q d N J I � X \4 011- !I I mUu_ p O � �- -- �I - ' i� !' � ��-• O can � N,I UNIT {'la, 'x i ¢v,^F.;y_�y—' + I' i, � AGGESS IBLE �! IL � z O- BATH LLLEF' O F �Z r0R �. : , LL L f".:*, .;h,k tin .�- �g.g..a Bt. ,�"`° q..'.- .r"' p � a-.awe., *,r,•P e� "�" "! .�£' k d g A, "-_-_--- _.... ._: 3 '+S�•r w 4 i .n ,�{,...;w. i�°.•>..a r' ➢ � - ' f �-., E k t^p p} 4 - ¢ .a f - Gt'� �'•«, p-r-.� �,= a- ,seas.ra'rsu. x:.� rcn+swmw ' F- b _ r- :; re 4 v _ s ..s,mss g � .�••a � ,� I x r»c� .r«v t ,n z . 1.4 ELECTRIGAN TO REFER TO SHEETS EFA-6 THRU EFA-8 FOOD SERVICE ELECTRIC PAGE: FOR REQUERD CONNECTIONS ON ITEM * 14 (EXHAUST AND MAKE-UP FAN) 1/4" = 11 2 FS -4N T T Q N CD O] THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DESIGN CRITERIA SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ SHEET INDEX SURFACE IMPORTANCE FROST LINE DESIGN UNDERLAYMENT. LIVE DEAD OCCUPANCY TYPE OF ROUGHNESS FACTOR WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED LOAD LOAD CLASS. HEIGHT CONSTRUCTION SHEET NO, SHEET NAME MODERATE SLIGHT TO SEE SEE T-O,O COVER SHEET G 1.0 SEVERE 36" TO HEAVY MODERATE 11 YES GALCS, GALGS, Mi=RGHANTIL� 22'-6" TYPE 5B A-1.0 PARTIAL FLOOR PLAN A-L1 REFLECTED CEILING PLAN FS-I KITCHEN FOOD SERVICE PLAN FS-2 DRAIN PLAN F5-3 PLUMBING SUPPLAY PLAN FS-4 ELECTRIC SUPPLAY PLAN 42"MIN. IS" L- UJ N H MIRROR ai \ �� � fl � ( � LAVATORY � z NOTE: GRAB BARS HANDICAP GRAB BARS /2\ " -gym CLEAR 3 4 r SECURED TO WOOD 6" FLOOR In 3-O DOOR N N AREA 2 r BLOCKINGaz AND LOCATED AS PER & in L, Y N 30"MM. A.N.S.I.t (yO CLEAR FLOOR AREA C.A.5,0.STANDARDS(SEE " ACCESSORIES) 60 MIN. u = WATER CLOSET RESTROOM ACCESSORY SCHEDULE 54"MIN. TISSUE DISPENSER - V.,61 —zh BOBRICK No, B-4338 GRAB BARS MIRROR - MIRROR 2 BOBRICK No, 5165-1836 LAVATORY I� GRAB BAR - M BOBRICK No. B 6106.36 36" x 1 1/2" o A, ® GRAB BAR - BOBRICK No, B 6106.42 42" x 1 1/2" GRAB BAR - "I 'I 8"KNEE CLEARANCE TI551'E HOLDER BOBRICK No. B 6106,18 18 X 1 1/2 {I'-5"LAV.DEPTH) WATER CLOSET TYPICAL HANDICAP DETAILS 4Z rr ll (FROM IGC/ANSI A1111 20 V ADA 5ATH UET-� 14 w 1 a � lie 0 X Z O � -q in GENERAL NOTES: CONTRACTOR NOTES: W m� �UC : o � 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING CODES AND G•c• T.. aF=l-'v"'aE SHOP DRAWING (3) B/W COPIES FOR APPROVAL PRIOR TO SURA/� ORDINANCES HAV!'4(G JURISDICTION AND BEST STANDARDS OF CONSTRUCTION PRACTICE, FABRIr.ATION CN ANY CUSTOM WORK. 1NSl�fi�,4NC PERMITS THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. GENERAL CONTRACTOR SHALL FURNISH THE FOLLOWING INSURANCE COVERAGE: PUBLIC 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OFSs�DIN�.F GODS O LIABILITY, PROPERTY DAMAGE, AUTOMOBILE LIABILITY, WORKMAN'S COMPENSATION, THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS [�] L ETC., IN AMOUNTS AS SPECIFIED BY THE LOCAL DEPARTMENT OF BUILDINGS AND NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. }— � 0� ST tA I--j DEVELOPER. GENERAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, PRIOR TO COMMENCING ANY WORK. 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK WILL 15E NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, DATE OF THE FINAL CERTIFICATE OF OCCUPANCY, (LATEST EDITION), AND SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ARCHITECT: ALL AUTHORITIES HAVING JURISDICTION. /'` G 4. THE ENGINEER SPALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR -(�GRE�ARc (3/C• NOTES: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, AND HE SHALL NOT BE C?� ����' A' I. GENERAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL JOB CONDITIONS, DIMENSIONS AND RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, P DETAILS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE AREA CALCULATIONS: n' � IN THE DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. Gi11SSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO GROUND FLOOR..............................................................4,264.25 SQ. FT. � THE START OF CONSTRUCTION. 5. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS INSURANCE COVERAGE INCLUDING STATUTORY (p POLICIES (WORKER COMPENSATION, ETC.) AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT $5 MILLION AND AUTOMOBILE TOTA ..........••••••••••••..............................•• ......•••••.•4,264.25 SQ, FT y 0826 P 2 CONCEALED SPACES WITHIN WALL, CEILING, PARTITION, FLOOR, STAIR, ATTIC OR CORNICE 0 CONSTRUCTION AND AROUND CHIMNEY, PIPE AND DUCT OPENINGS SHALL BE FIRE-STOPPED IN LIABILITY AND DAMAGE COVERAGE NOT LESS THAN s2 MILLION. THE ENGINEER SHALL BE A NAMED INSURED ON ANY AND ALL \OF NE`1`I� ACCORDANCE WITH PART R-602.8 POLICIES. 3. DRAWINGS ARE NOT TO BE SCALED: DIMENSIONS TO GOVERN. PROJECT COORDINATOR SHALL BE 6. PROVIDE 0.025" ALUMINUM TERMITE SDANIEL A. BUTLER, R.A. HIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. CODS SYNOPSIS: OF ANY DISCREPANCIES. 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE CREOSOTED. }= Q CODE:BUILDING CODE OF THE STATE OF NEW YORK 2010 4. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED PREMISES, 8. ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED AS PER MCNYS. EXISTING IMPROVEMENTS AND UTILITIES. OCCUPANCY CLASSIFICATION: Z USE: MERCHANTILE S. HEATING 5. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL MPH WIND. TO BE DESIGNED TO PROVIDE 70 DEGREES F. WITH OUTDOOR DESIGNED AIR-TEMPERATURE OF O DEGREES F. AND 15 5 O REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING CONSTRUCTION. CONSTRUCTION TYPE:: 5B (NON-SPRINKLERED) W 0 O O }- 6. NO MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE ENGINEER AND 10. PLUMBING INSTALLATION TO COMPLY WITH PCNYS AND THE SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT U O (Q STANDARDS. }- U 0 ARCHITECT. SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL, IN WRITING NUMS:R_QF occuPdNts niSeRl F er�F e�. }- Z (] TO THE ENGINEER AND ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 11. NOT USED v U 1tL LQ } GROII'dI2 FLOaR: � :5 O O z O 1. ALL MATERIALS ARE TO BE NEW AS SPECIFIED HEREIN. ANY USED FIXTURES OR USED MATERIALS RETAI_ g 60 S.F./OCCUPANT = 2,129,25 S.F./60 S.F./OCC = 36 WLd 12. ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE. 0 Z Q Z w ARE NOT ACCEPTABLE. ALL GLAZED AREA TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. PERSONS w V q —, D o- KITCFEN v 200 S.F./OCCUPANT = 1,384.0 S.F./200 S.F./OCC = �"+ LU —1 O Q 8. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER PERSONS >� X 13. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER CONTRACTORS, AND BUILDING MANAGEMENT. STORAGE A 300 S.F./OCCUPANT - 151 S.F./300 S,F./OCC = ,,�,// 13 AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY PER&�"4S 3 W Q7 l 9 . GENERAL CONTRACTOR SHALL MAKE -GOOD AT HIS OWN EXPENSE FOR GOTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. LASS BROKEN DURING O O LL CONSTRUCTION. 14, THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPIF ERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR TOTA`OCCUPANCY: 0 O REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. 46 PERSONS O N 10. UPON COMPLETING OF ALL WORK BY G.G., AND OTHERS, GENERAL CONTRACTOR SHALL GLEAN U Q[ •• LL ENTIRE AREA INCLUDING GLASS, MIRROR, INTERIOR AND EXTERIOR WINDOWS, FLOORING, CARPETING �I �]' I * �I �] Q O O O AND ALL OTHER FINISHED SURFACES t PRESENTED AS NEW. I I `LST UC I IOI S FOR THE INSTALLER �'FLIC4NT: � U- F � 11. ALL WINDOWS TO BE CLEANED AND ANY PAINT OR RESIDUE ON THE GLASS TO BE REMOVED. A, ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION MORON BUILDINGS � � }- � CATALOG -C-2009). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 22355COX LANE O 12, ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN MATERIALS AND 1610 FASTENERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA x 3 1/4") UNLESS GUTC40GUE, NY 1935 V .. COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE ADDITIONAL CONSIDERATION SHALL OTHERWISE SPECIFIED. O 6E BROUGHT TO THE ATTENTION OF THE PROJECT COORDINATOR FOR APPROVAL PRIOR TO B. BOLT HOLE:, SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THEBOLT Z U1 INSTALLATION, DIAMETER (PER THE 1991 NDS, SECTION 8.1.2.1•). SCOPE OF WORK: [� � G . O Q 13, ALL MANUFACTURERS INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION1. INTERIOR ALTERATION, PROPOSED COMMERCIAL KITCH D (��E Ov� K E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA. PROCEDURES AND SAFETY �C REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN AND WELL PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARDS. D PAGE: KEPT ENVIRONMENT FOR THE STAFF. F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY BE JUL 2 8 215 USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE 15. FRAMING, CONCRETE, ROOFING, HVAC, PLUMBING AND ELECTRICAL CONTRACTORS ARE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED, FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. USE THE APPROPRIATE SAFETY EQUIPMENT, rTTZLDFi`iG'Ll�; � g G, JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT T-),.i.4 Or SOUTHOLD rn EXCEED 1/8PER ASTM TEST STANDARDS. �! M H. FOR HOEDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS I/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION C-S EN T0 ,00N TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OYER-TORQUE THE NUT, (D T C) N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL cviTTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NOTES: '' EXTEND WALL GROUNTS BEYOND DIMENSIONS TO DOOR TYPE NEXT STUD. WALL ' "A" - GENERAL CONTRACTOR TO FURNISH AND INSTALL GROUNDS FROM 42"A.F.F. TO 96" A.F.F.. A B C EXISTING; WALL TO REMAIN B - GENERAL CONTRACTOR TO FURNISH AND F7:ONTRACTOR D5-FRt3M F.F. TO 60" EXISTING WALL TO BE REMOVED LOCATE EXHAUST HOOD IN BETWEEN WALLS. REFER TO PROPOSED WALL It. f 'AM TO BE CONFIGURED W/ ` ,SHEETS EFA 6 THRU EFA 8 SYSTEM PER TOWN CODE.FOR CONNECTION DETAILS. , \O PROVIDE DRAWINGS.29' - 3" 19 - ill 5DOUBLE ACTING SINGLE FLUSH DOUBLE DOOR 3' - O" 2' - o" TRAFFIC DOOR DOOR EGRESS NOTES: N SECTION BC 1016 F- DOOR 5CH ULE CORRIDORS !U 1016.1 CONSTRUCTION CORRIDORS SHALL BE CONSTRUCTED IN W NO, DOOR WIDTH DOOR HEICsHT DOOR TYPE REMARKS ACCORDANCE WITH THI5 SECTION. INTERIOR CORRIDOR WALLS O i 8 'f EXISTING WINDOW 001 6'-O" 6'-8" Q SHALL COMPLY WITH - 3 SECTION DOS FORTO BE FIREPARTITIONS RPUBLDIG CORK DOR WALLS SHALL N O �i 002 3'-0° 6'-8° B SELF-CLOSING o cn 2 003 3'-O" 6'-8" B SELF-CLOSING COMPLY WITH SECTION 106 FOR FIRE BARRIERS, Ci F.D. 004tn 3'-O" 6'-8" g 1016.1.1 INTERIOR CORR 0d INTERIOR CORRIDORS SHALL BE FIRE- rc O — 109 005 3'-O" E,'_8" g RESISTANCE RATED IN ACCORDANCE WITH TABLE 1016.1.1. i1 i i 006 6-O PANIC HARDWARE ' 6 8 G- TABLE 1016 1 00-1 6'-O" !�'-8" G GENERAL CONTRACTOR INTERIOR CORRIDOR FIRE-RESISTANCE RATING TO FURNISH THIS AREA ODS ii ii G O i LEVEL AND SMOOTH FOR 009 6-O 6-8 C REQUIRED FIRE-RESISTANCE 010 3-O 6-8 B OCCUPANT LOAD " " RATING (HOURS) LANE WALK-IN BOX PLACEMENT 3'-O" OCCUPANCYED BY INTERIOR WITHOUT WITH 1 ® i i 11061 O Oil SERVED SPRINKLER SPRINKLER LER i i i 3 SYSTEM SYSTEM ' M GREATER THAN 30 1 0 COOLER BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SEE NOTE "A'. 108 N SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903..3.1.1 OR I L4— -+ -"� THIS SHEET 1 I r 903.3.1.2 WHERE ALLOWED. . COMMON PATH OF EGRESS TRAVEL `e / 1 LEGEND MARK DESCRIPTION tm - rr ll )r- - 1 SEE NOTE "B" `'� C \ — -- N PATH OF TRAVEL V c 1 0 e T WASH THIS SHEET ` BUTCHER �__ __ .•- STATION L 17, FIRE EXTINGUI HE Cp _' rT, SEE NOTE "'Q" THIS SHEET 1O� ® EXIT LIGHTING W 2 3' 1411 21 - 8" 3' i 4" EXIT REMOTENESS SCN UL1= *1 rT, � �- ------ - - 004 005 10` , `^ `, NO, TRAVEL DISTANCE W %D 4 - -- ----- - - O 1 60' X z LL - -= _- - 2 54 SEE NOTE "A" SEE NOTE "A" THIS SHEET �' 3 -70' Q THIS SHEET r ` O W co 9 - 0 �.1' 4 68' �- 5 82'DRY CURING ROOM 1 ( i t O ! 684' 1 104 F.D. n II 12' - 1" 5.. 4 / 001 WALL TYPE LEGEND: ,- �9 ` EXISTINGRETAIL %l O O �" I) INTERIOR PARTITION 5/8" GYP. BOARD ADA BATH M1 �� 1' w _ ��j = PREPARATION; 11 O - 4 WOOD WALL �/� ARCHITECT: 003 ' AREA 006 " �- 5/8" GYP. BOARD 1001 INTERIOR PARTITION �l.G` 1EL Oq �\ y _ _.._ _._ _._. .,... _ __ _ f _ _ _ _ _._ __ ._.... .. ! _ _._ __. _M. __ 2 - 5/8" GYP. BOARD �pN A. B 90 - T / 1 - - 4" WOOD WALL * �1 _ J � °b �--- -- ••--'' F.E. FINISH LEGEND: -� VESTIBULE 101 6 L iz PT-) BENJAMIN MOORE AURA �0 '26 00 \ / N COLOR - 'WHITE' 'cl�/EW YoQ'� iv W FRP FRP PANEL O /, ( \ 001 COLOR - 'WHITE' DANIEL A. BUTLER, R.A. STAINLESS STEEL PANEL EPX EPDXY �� �9 i 002 009 RB-I RUBBER BASE COLOR - 'BLACK' ADA BATF!2 - j] CL-i ARMSTRONG PRELUDE CEILING GRID W/ z \T '-- / ti = ARMSTRONG OASIS 24"x48" CEILING TILE ju cv V �4 F.E. POLCONC POLISHED CONCRETE W � O � a: LL NOTES: 1 �\ 0 1, ALL KITCHEN,tAR`4 BAKERY AREAS TO BE CLAD W/ F!'R.P. PER n Q 111 SUF OLK COUNTpY DEP,4RTMENT OF HEALTH - FOOD 5EIRYICE. a -I U Li- 4' - fo } 4' - 0" �' - 9.. 9' - 411z a/ V Z z z 0 to -1 cv o O 1K Q ROOM FINISH SCHEDULE F_ x O 41' %5 ROOM WALL FLOOR BASE CEILING O 0 tL z -'= z NUMBER ROOM NAME REMARKS U 1[l 11- 13 0 MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH n1 N Xuxi IST FLOOR EX ,,,���/// 11-s r ACsE STOR100 PREP. AREA PAINT PT-1 SEMI-GLO55 POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS u- O 101 VEBTIBUL PAINT PT-1 SEMI-GLOBS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS a tL Z 110 ; O, O 102 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS N ` 5 � AUQ l�DF.E. 103 ADA BATH PAINT PT-1 SEMI-GLOSS POLCONC - RB - I BLACK PAINT PT-1 SEMI-GLOSS z N U t® 104 DRY CURING ROOM PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINTPT-1 SEMI-GLOSS = .- z O l�Q 105 DISH / POT WASH PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS LQ x O O F E 106 COOK LANE PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOBS O Q in 3'-O"x6'-8" 101 BUTCHER STATION PAINT PT-1 BEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS DOOR 108 COOLER PAINT PT-1 SEMI-GLOSS POLCONC - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS PAGE: EXISTING O.H.D EXISTING O.H.D 109 FREEZER PAINT PT-1 SEMI-GLOSS POLCONG - RB - 1 BLACK PAINT PT-1 SEMI-GLOSS 010 PARTIAL FLOOR FLAN A- 10 2 1/4" = 1'-0" • CD 0 N C\D N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LIGHTING LEGEND 2'x4' SURFACE MOUNTED LED LIGHT (QTY, 1Z) GENEIRAL NOTES: I. CONTRACTOR TO COORDINATE WITH OWNER FOR FINAL CEILING 1 j HEIGHT AND TYPE, LIGHTING, ELECTRICAL CONVENIENCE OUTLETS SAND N HVAC DUCT LAYOUT PRIOR TO FINAL INSTALLATION. F 2. CONTRACTOR TO PROVIDE ALL NEW CEILING TILES AND GRID. WW SELECTION BY OWNER. , 3. FINISHED CEILING HEIGHTS AS NOTED ON PLANS. VERIFY WITH N O OWNER, o U3 n! In 4. INSTALL NEW SUSPENDEND CEILING GRID AND TILE PER M:NUFACTURES INSTRUCTIONS. S. INSTALL NEW SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLES AND EXHAUST FANS PER MANUFACTURERS INSTRUCTIONS. 6. INSTALL NEW LIGHTING FIXTURES PER MANUFACTURERS INSTRUCTIONS. � m w cry LANE a 2' x 4ACT YST'E X 5' - �� A.F.F, �Q Q X Z LL M O . OwM � goo :85H :'OT ILU 5A4Lu x 4' 4CT SYSTEM 2' x 4' ACTS STEM - O' .F.F!. 8' - O" A.F.F. -T ARCHITECT: \5-�EREDq A, e�CyDRY CURINC-J� �� 3.826 O�� FNEW� DANIEL A. BUTLER, R.A. 2' x ACT 5Y.SlrEtl Q 8 - A.F. z AREA z ul p 2' < 4' ACT SYSTEM Lu O O 01 8' - O" A. .F. = LL } W Q :z QC � O fY 1L 2' x ACT YSTE uj OO S' - " A.F.F rr 1� Q O 60 AZ)A BA � � �� m0LLrr O N p tf • QUO Q c� = O z to O Q PACE, cL 1 IST FLOOR fREFLECTED CEILING PLAIN CD 'D 1/4" - V-O" • N <D O N Q1 ti THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EQUIPMENT SCHEDULE ITEM QTY DESCRIPTION MODEL. MANUFACTURER NO 1 1 UNDERCOUNTER DISHWASHER 2 1 3 COMPARTMENT SINK 3 1 WALL MOUNTED SHELF W/ POT HOOKS 4 1 MOP SINK CABINET IW/ FAUCET 5 1 ICE CUBEB W/ BIN 4 WATER FILTER 6 I GAS STOCK POT RA 4GE -- DOUBLE I COUNTERTOP HOTPLATE N �.1 1 CABINET BASE - PART OF ITEM M -1 E 8 1 3ro" FRENCH HOT TOP RANGE LU 8.1 1 GAS RESTAURANT TYPE OVEN BASE - PART OF ITEM • 8 9 I CHARBROILER N O 9.1 1 CABINET BASE - PART OF ITEM M 9 o N 10 1 SPREADER CABINET - 4" WIDE m � O 11 1 SPREADER CABINET - 12" WIDE 11.1 1 CABINET BASE - PART OF ITEM " 11 12 1 FRYER 13 1 COMBI OVEN W/ R.O. WATER FILTER SYSTEM 13.1 1 OPEN BASE WITH RACK GUIDES - PART OF ITEM * 13 14 1 EXHAUST HOOD W/ PERFORATED SUPPLY PLENUM 14.1 1 FIRE SUPPRESSION SYSTEM 15 1 DOUBLE JOINTED COLD WATER FILL FAUCET 16 1 REFRIGERATED WORK TOP 1"f 1 WALK-IN COOLER 13 22 23 26 1-1.1 1 WALK-IN FREEZER 18 1 EVAPORATOR COIL - _ J 18.1 1 REMOTE CONDENSING UNIT ✓I 19 1 EVAPORATOR COIL 19.1 1 REMOTE CONDENSING UNIT � I I I I 1Z.1 20 1 WORK TABLE W/ SINK �\ � i i RAMP r l 21 - SPARE NUMBER 12 - -- i v el 22 3 HAND SINKS 11 rT,^ (YJ 23 4 WIRE SHELVING UNITS 10 r N 24 4 WIRE SHELVING UNITS 25 1 MEAT HANGING RAILS l NOT IN CONTRACT J �J \ I I 16 �/ 263 WIRE SHELVING UNITS 8 i I 25 IS �" 21 2 MOBILE WORK TABLES �� i 2l tfl iii in 24 LU LL O Z 28 1 HOSE REEL 1 1 0 29 1 WALL CABINET 1 I COOLER Q 30 - SPARE NUMBER i i 14 wco 6 i i i 1� 31 I WORK COUNTER W/ NAND SINK HOOD ELECTRIC Q- 126 CONTROL PANEL, 32 2 WALL MOUNTED SHELVES -- STACKED MOUNT ON WALL N 33 1 REFRIGERATED DISPLAY CASE 14.1 �4 Tal C 234 HOOD TOUCH 34 1 REFRIGERATED DISPLAY CASE 4 SCREEN CONTROL 23 35 1 REMOTE EXHAUST FAN 5 PANEL +48" Lu 36 1 REMOTE TEMPERED AIR MAKE-UP FAN DISH / POT BUTCHER WASH 1 STATION 22 ARCHITECT: 3 1 22 4 �VGISTFR� 35 36 ----- � l V 1 28 20 * OP E( ��q�n G ------ ------ co 2 m Il1f 0I I 1 --J� 01 I I I I -- I L-J I Fw Yogy, 29 CONDENSING UNIT CONDENSING UNIT EXHAUST FAN MAKE-UP FAN DRY CURING- ROOM 32 dD DANIEL A. BUTLER, R.A. FOR COOLER FOR FREEZER FOR EXHAUST HOOD FOR EXHAUST HOOD 33 ITEM r 11 ITEM " 11.1 ITEM • 14 ITEM * 14 � Q LOCATIONS OF ,ALL REMOTE MOUNTED EQUIPMENT SHOW � z Ul N A50VE TO BE DETERMINED BY ARCHITECT/OWNER, MECHANICAL AND GENERAL CONTRACTORS. ADA BATH *1 34 p-+ I o v _ u- m OO z O WC-3 Q d 69ix rl F1nT - 0 cil c� �t r O \ ADA BATH 02 z to o Q PAGE: FOOD SERVICE PLAN 2 1/4" = 1'-O" FS - I 0 N tY N CD O N Oji FzFz THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PLUMBING SYMBOLS LEGEND o HW, CW, DIRECT DRAIN STUB UP 0 GAS CONNECTION STUB UP v DIRECT STEAM CONNECTION o CONNECTION ® FLOOR SINK WITH HALF GRATE O FLOOR DRAIN ® FUNNEL FLOOR DRAIN lu FUNNEL FLOOR SINK F E ELONGATED FUNNEL FLOOR SINK w W O N (V o m N N GENERAL PLUMBING NOTES � O 1. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2. ALL WATER LINES TO HAVE SHUT-OFF h/ALVE, 3. PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140OF MINIMUM CONSTANT SUPPLY. 4, ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. 11/2" WASTE +20" A,F,F„ O,F.F,, B.T.G. 5. SEE PLUMBING ENGINEERING PLANS BY OTHERS FOR COMPLETE - ITEM * 22 SCOPE OF WORK AND PLUMBING SPECIFICATIONS. 100" 6, THE HOT WATER HEATER TO BE SIZED t0 MAXIMUM USE DEMANDS OF ALL PLUMBING FIXTURES. 1. PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER EVAPORATOR UNITS TO OPEN SITE DRAIN. USE COPPER PIPE ONLY, C'' 8, PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL ell EQUIPMENT AS REQUIRED BY LOCAL CODES. S. PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, LEVER/TWIST DRAINS, AS PROVIDED BY K.E.C. r l PIPE I,W,'S FROM ITEM 13 TO FLOOR SINK 10. PLUMBER t0 INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE * co MAKERS. - - - 11, PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR 7a RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES, SEE PLUMBING ENGINEERING DRAWINGS BY OTHERS FOR DETAILS AND SPECIFICATIONS. - w O X 12, PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE LL EXTINGUISHING SYSTEM. VALVE PROVIDED BY K.E.C. 13, PLUMBER TO IN5TALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY _ PIPE I.W.'S FROM ITEM * 18 AND (a I K.E.C. (WHEN REQUIRED), IS (evaporator coils) TO FUNEL in FLOOR SINK O Qz W 14. PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS (p-trap Lw,'s outside walk-in) (� BY OTHERS, _ O 4" I.D. WASTE +4" LF.F,, O.O.F., B,T,G, - ITEM * 4 _ El AREA FLOOR DRAIN P,G, TO WERIFY PIPE SIZE WITH -- I - [ MANUFACTURERS CUT SHEET 15„ 5" 35" 1 1/2" WASTE +20" A,F,F,, O.F.F,, ---- B.T.C. - ITEM * 22 H 1 1/2" WASTE +20" A,F,F„ O,F,F,, B,T,C, - ITEM * 22 ) PIPE I.W. FROM ITEM * 20 PIPE I.W.'S FROM ITEM * 5 TO 55" 46" TO FLOOR SINK FLOOR SINK I ® ARCHITECT: O 1"f° QST E RED /I0 \EL 4 PIPE I.W,'S FROM ITEM * 1 AND 2 f I . 0 TO FLOOR SINK Nj.A O 326 DRY CURING ROOM 1 1/2" WASTE +18" A,F.F., 10" \NEW �% O.F.F,, B.T.C. - ITEM * 31 _ i DANIEL A. BUTLER, R.A. T. Ju - z O �. _.. --------__l l__ _ __ ADA BATH Mluj ' � r 1 V O O m Q � zcn (Jti.1�5P llti L'";i? GON�J`ENS!NS UN17 E>,H/I!ST F4t i , m Lu , -.. ' . . v � O LL� I' 0 1T� , r11A 1TEI,1 1A L- * _:00L�;� FOR F�:�°z=r �c� ��Iµ.AJ- r � 0q, Z111 O LOCATIONS OF ALL REMOTE MOUNTED EQUIPMENT SHOWN O - ____ �, TL X "O, ° a d r\ \D ABOVE TO BE DETERMINED BY ARCHITECT/OWNE ® � i� _ LL O O MECHANICAL AND GENERAL CONTRACTORS. � � H LL z � O z o Q PAGE: FOOD SERVICE DRAIN PLAN I 1/4" - I'-O" FS -2N N N CD O N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LUMPING S'r'M5O LEGEND o HW, CW, DIRECT DRAIN STUB UP 0 GAS CONNECTION STUB UP o DIRECT STEAM CONNECTION o CONNECTION E3 FLOOR SINK WITH HALF GRATE 0 FLOOR DRAIN 0 FUNNEL FLOOR DRAIN >u N o® FUNNEL FLOOR SINK ELONGATED FUNNEL FLOOR SINK IL w W N O o ni N N GENERAL F MINCA NOTES � O 1, ALL WORK DONE IN ACCORDANCE: WITH ALL LOCAL CODES. 2, ALL WATER LINES TO HAVE SHUT-OFF VALVE. 3, PLUMBER TO PROVIDE DISHWASHER HOT WATER AT 140'F MINIMUM CONSTANT SUPPLY, 1/2" HV, AND CV, +20" A,F,F„ O,O,V,, 4, ALL INTERCONNECTING AND FINAL CONNECTIONS BY PLUMBER. B,T,C. - ITEM 22 (hand sink) 5, SEE PLUMBING ENGINEERING PLANS BY OTHERS FOR COMPLETE 3/4" C,V, +72" A,F,F,, O,O,V,, B.T.C. - ITEM " 43 SCOPE OF WORK AND PLUMBING SPECIFICATIONS, P.C. TO INTER PIPE (in walls if possible) WITH 59 39 4 II II R.O. TANK AND COMBI OVEN TREATED WATER ; 6, THE HOT WATER HEATER TO BE SIZED TO MAXIMUM USE DEMANDS OF CONNECTION ALL PLUMBING FIXTURES, I -1, PLUMBER TO PIPE DRAINS FROM WALK-IN COOLER/FREEZER = EVAPORATOR UNITS TO OPEN SITE DRAIN, USE COPPER PIPE ONLY, 3/4" C.V. +18" A_F.F_, O.O_v., B.T_G. - ITEM +� 13 m i . 8, PLUMBER TO SUPPLY AND INSTALL BACK-FLOW PREVENTERS ON ALL `f EQUIPMENT AS REQUIRED BY LOCAL CODES, 1/2"GAS (68,180 B.T,U,) +24" A.F,F„ O.O_V,, :B,T,C, -� - ITEM " 13 CIA S. PLUMBER TO COMPLETELY INSTALL ALL HAND SINKS, FAUCETS, I/2"GAS (85,000 B.T,U,) +24" A,F,F., O,O,v,, 'S.T.C- / rr ll LEVER/TWIST DRAINS, AS PROVIDED BY K.E.C. - ITEM M 12 V cil 10. PLUMBER TO INSTALL VACUUM BREAKERS FOR ALL COFFEE AND ICE 1/2"GAS (33,000 B.T.U.) +24" A,F,F., O,O.V,, ISJ.C, `" a ^ CfJ MAKERS, - ITEM " 9 w N r 11, PLUMBER TO SUPPLY AND INSTALL ANY REQUIRED GREASE TRAP OR 1/2"GAS (21,000 B.T,U.) +24" A.F,F., O.O,V,, B,T.C, a RECEPTOR AS MAY BE REQUIRED BY LOCAL CODES, SEE PLUMBING - ITEM " 8 ^ O ENGINEERING DRAWINGS BY OTHERS FOR DETAILS AND SPECIFICATIONS, 1/2"GAS (34,000 B.T,UJ +24" A,F,F,, O,O,V,, !B.T,C, � 12, PLUMBER TO INSTALL SHUT-OFF VALVE IN MAIN GAS LINE FOR FIRE - ITEM " 8.1 EXTINGUISHING SYSTEM, VALVE PROVIDED BY K.E.C. Z LL 3/4"GAS 168,000 B,T,U,) +24" A,F,F,, O,O,V,,, _ _ �� �� Q ? O,O 13, PLUMBER TO INSTALL FLEXIBLE QUICK DISCONNECTS, IF SUPPLIED BY B,T,C, - ITEM " cv 1/2 CV, +7 A,F,F,, HI, H B.T.C. - ITEM 15 - P.G TO CONFIRM R.I.R.I, NIGHt W/ OWNER* K.E.C. (WHEN REQUIRED)_ 3/4"GA5 (220,000 B_T.U.) +24" A.F.F„ O.O.V,,, 35 1/2", O W 14_ PLUMBING DRAIN LINES FOR WALK-INS BY K.E.C. REMOTE LOWBOYS B.T,C, - ITEM " 6 1/2co " CV, +'12" A_F,F,, O.O,V., B.T.C. - ITEM • 5 _ C� BY OTHERS, - PIC TO INTER PIPE FROM FILTER TO ICE 3: O MAKER I i.. 8.. LLLI 1/2" HV, AND CV, +20" A,F,F,, f- // B.T.G, - ITEM " 22 (hand sink) _ 1/2" HV. AND CV. +20" AFF., O.O_V,, - B.T.G. - ITEM M 22 (hand sink) i 20" 8" 14" 8111011 ,-- 39" 4" i I/2" Hv. AND CV. +50" A.F.F„ O,O_v,, B.t,C, - IITEM M 4 1/2" HV. AND CV, +48" A.F.F„ „ „ ARCHITECT: 1/2 HV, AND CV, +14 A,F,F,, O.O,V., O,O,V., B.T.C. - ITEM " 28 � iB.T.C. - ITEM 20 94" ,�p�ED 6Rc'�i PLUMBER TO REFER t0 SHEETS EFA-6 TO EFA-8 FT FOR REQUIRED CONNECTIONS ON ITEM "36 (MAKE-UP FAN) 1/2" HV, AND Gv. +14" A.F,F., O,O,V,, B.T.C. - ITEM M 2 LURING ROOM _ 1/2 HV. AND GV, 14 A.F, , O,O, , B,T,C, - ITEM 2 L� — -------- --.._ _- - ITEM K.3 DCV, 14 A.F, O. N�9j� 30826 OQ�' + " F Y, M 1/2" N + F, O V, B N 1 ` 3/4" HV. (120 F,) +14" A,F,F,, O,O.Y., B.T.C. - ITEM " 2 4 8 il F N ON I DANIEL A. BUTLER, R.A. LUCVO LOA BATH / N \\� Lu Lu Q O IJL tu tu ju C4 OOU um0u- O O I if r ADA BATH 02 LL ,� cn = O z >Lii � m � O Q PAGE: I FOOD 6ERV ICE FLUM51NG 1/4" = 1'-O" FS - 3 0 N 7t N CD O N n THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. J GEN RAL ELEC. NOTES I. ALL WORK DONE IN ACCORDANCE WITH ALL LOCAL CODES. 2. ELECTRICIAN TO SUPPLY AND INSTALL ALL DUPLEX RECEPTACLES AND SWITCHES WITH STAINLESS STEEL FACE PLATES. 3. ELECTRICIAN TO SUPPLY ALL NECESSARY CONTACTORS, STARTERS AND DISCONNECTS. 4. ELECTRICIAN TO SUPPLY CONTACTORS AND/OR SHUNT TRIP BREAKERS TO PROVIDE FOR TOTAL FUEL SHUT-OFF TO COOKING BATTERY. 5. ELECTRICIAN TO INTERWIRE CONDENSING UNIT WITH EVAPORATOR COILS IN WALK-IN COOLERS/FREEZERS UNITS. 6. ELECTRICIAN TO PROVIDE AND INSTALL HEAT TAPE AROUND CONDENSATE DRAIN LINES IN WALK-IN FREEZERS. '11. ELECTRICIAN TO INTERWIRE FIRE EXTINGUISHING SYSTEM WITH EXHAUST FAN AND COOKING BATTERY TO CAUSE FAN TO TURN ON AND COOKING >u BATTERY TO TURN OFF WHEN, FIRE SYSTEM IS ACTIVATED. 8. SEE FOOD SERVICE SPECIAL CONDITION PLAN FOR CONDUIT REQUIREMENTS FOR BEER AND SODA LINES. Lu S. ELECTRICIAL TO FLUSH MOUNT ALL ROUGH-INKS IN BAR DIE WALL AND AT BAR AREA, �9 10. VERIFY ALL P.D.S. LOCATIONS AND REQUIREMENTS WITH P.O.S, N O CONTRACTOR, o cri U. ELECTRICAL CONNECTION (WIRING) FROM EVAPORATOR COIL TO LIGHTS, N N DOOR HEATER, DOOR LIGHT, DIGITAL ALARM AND RHODES SWITCH BY � O OTHERS. CONTROL AND LIGHT CIRCUITS REQUIRED. E.G. TO REFER TO EFA SHEETS 6 THRU 8 FOR DIAGRAMS, E.C. TO FURNISH AND INSTALL ALL INTER WIRING/GAT 5 FOR MANUFACTURER FOR HOOD ELECTICA SYMe N J.B. 120/1 - 1 5.0 AMP DEDICATED CIRCUIT. J .B. 208/1 - 8.8 AMPS. +S '0" A.F.F., O.O.W., B.T.C. - ITEM E.G. TO REFER TO EFA SHEETS 6 THRU 8 FOR WIRING DETAILS M 19 (evaporator coil) DUPLEX RECEPTACLE, HORIZONTAL MOUNT + 8 6 A.F.F., O.O.W., B.T.C. - ITEM " 14.1 E.C, TO INTER TO TIME CLOCK FOR DEFROST CYCLE, 1P CONVENIENCE OUTLET 120V/IPH/20AMP UNLESS OTHERWISE INDICATED INTER WIRE DRAIN LINE HEAT TRACE TO TERMINAL STRIP ON COIL P1 JUNCTION BOX SWITCH cq rjrj" I TELEPHONE JACK J.B. 120/1 - 4.0 AMPS. +18 A.F.F., O.D.W., B.T.G. - ITEM * 13 __ / J.B. 120/1 - 10.0 AMPS. + S' O" A,F,F,, O.O,W,, LIGHTING FIXTURE B.'r.C. - ITEM * I-,1 - freezer door _- _ ��� S.R. 120/1 - 11 AMPS. +18" A.F.F., D.F.A., EXHAUST FAN - ITEM " 16 (see drop-cord detail) - ----- -- ILSUPPORT BOX ENTIRELY1 / J B. 120/1 - 1.8 AMPS, + S' 0" A.F.F., O.O.W., N _ _ _ _ _ INDEPENDANT OF CEILING SO IT WILL 113 B.T.G. - ITEM " 18 (evaporator coil) a r NOT SWAY O "F.S." - TYPE MALLABLE - W IRON OUTLET BOX MOUNTED - lu X LL FLUSH IN CEILING J .B. 120/1 - 10.8 AMPS. + 9' O" A,F,F,, 0101111" O r B,T,C. - ITEM " IZ - cooler door p :r m STAINELESS STEEL - w 00 CEILING PLATE SEALING GRIP AND STRAIN CIS RELIEF ! > 3: O cn - tsl Lu J.B. 120/1 - 16.0 AMPS. +60" A.F.F., O.O.W., B,T.C. - ITEM " 5 I - ARCHITECT: "50" CORD TO BUIT --� QED ARC CIRCUIT SIZE 012 MINIMUM A QUT�%��\ FEMALE STRAIGHT BLADE (NEMA 5-20P) RECEPTACLE OR AS REQUIRED TO SUIT EQUIPMENT INSTALL ALL OUTLETS WITH BOTTOM -TS" ABOVE FINISH - J.B. 20811 - 34.0 AMPS, +18 A.F.F., O.O.W., il FLOOR �,9 !1030826 y0 / B.T.G. - ITEM * 1 DRY CURING ROOM � TF OF NE�.j i i DANIEL A. BUTLER, R.A. SI�C�C��ST�D Di�Ofi� COT DETAIL BY �,GJ S.R. 120/1 - 8.8 AMPS. +18" A.F,F. �T - ITEM " 33 --_ S.R. 120/1 - 11.4 AMPS. +18" A.F.F. }- Q \• - ITEM " 34 Z tu ADA BATH *1 �� - ~ 75M Z 0 _l ULL Z ID 0 }- J.B. 208/1 - 8.1 AMPS. B.T.G. � �� _ 3: WERIFY LOCATION - ITEM " 18.1 (CONDENSING UNIT) a ,Q J.B. 208/1 - 13,4 AMPS. B.T.C. • u O > WERIFY LOCATION - ITEM " 19.1 (CONDENSING UNIT) Z O Z O of a U mOu- O O r 1,. \� _. r 1 u_ O r • x t., z n ELECTRIGAN TO REFER TO SHEETS EFA-6 THRU EFA-8 FOOD ��� Y ICS ELECTRIC �'�GE- FOR REQUERD CONNECTIONS ON ITEM " 14 (EXHAUST AND MAKE-UP FAN) M FS -4 N N CD O N ti THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. "A L LEGEND: SD SMOKE DETECTOR CAP-BON MONOXIIDE [DETECTOR EXISTING WALL z EXISTING WINDOW N IL 16 :z cl 10 O IE ND �O 7 O is O Lu In CIVA v t7 -X it m W X M LL LL x z O z EXISTING TTAIL � LES x 1 S.F. to 3: F.E. SD ARCHITECT: El AqC A. -A (p X 9 )82 -40 OF N ------------------------ ----------------------- DANIEL A. BUTLER, R.A. 2e- - ell s. oil 10' - 4" si - 011 v z < u- w- LLI C'4 Z:3>-- m ktj LL cq O STORAGE Z D 0 (L tu 7 UNLOADING AREA STORAGE —1 04 QL Aor->TIL sTejgAe;;= IcjaS FI x lu 232 S.F. -04 r\ y 0 V cj — __j < :z u- u- F.E. 3.-011xr 0-all 3: z V-� Z3 EXISTING 0.140 DOOR EXISTING 0,1-I,D 'C�� ` O d D LS��O �/ LS DPAGE- 4081-1 AUG 2 1 2017 A -=UILT FLOOR FLAN 114" -0" N MUMDMG DE n- A- 100 co 1' TOWN OF SOUMOLD c) r� C) C11 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.