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HomeMy WebLinkAbout36715-Z $ t Town of Southold Annex 6/22/2012 .042Fiy P.O.Box 1179 54375 Main Road Dy o�IV Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35764 Date: 6/22/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 53345 Main Road(Route#25), Southold,NY, SCTM#: 473889 Sec/Block/Lot: 61.4-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/7/2011 pursuant to which Building Permit No. 36715 dated 9/27/2011 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 to an Existing Restaurant: Dining Room, Kitchen, Pizzaria, 2 Handicap Bathrooms, Partitions, Doors, Bar, as applied for. The certificate is issued to FHV, LLC, (Michelangelo of Southold) (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36715 6/22/15 PLUMBERS CERTIFICATION DATED 6/22/12 William Gremler t rued Aignat 'e TOWN OF SOUTHOLD o�OgUFFO(,�co� 1 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36715 Date: 9/27/2011 Permission is hereby granted to: FHV, LLC, ( Michelangelo of Southold ) 2315 Pine Tree Rd PO BOX 1295 Cutchogue, NY 11935 To: Interior Demolition Only to an Existing Restaurant; as applied for. At premises located at: i 53345 Main Road (Route # 25), Southold, NY SCTM # 473889 Sec/Block/Lot# 61.-1-13.1 -. Pursuant to application dated 9/7/2011 and approved by the Building Inspector. To expire on 3/28/2013. Fees: DEMOLITION $250.00 . Total: $250.00 Building Inspector TOWN OF SOUTHOLD �gUFfO(,�co� ��o y BUILDING DEPARTMENT TOWN CLERK'S OFFICE lesA 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#: 36715 Date: 9/27/2011 Permission is hereby granted to: FHV, LLC, ( Michelangelo of Southold ) 2315 Pine Tree Rd PO BOX 1295 Cutchogue, NY 11935 To: Interior Demolition & Alterations to an Existing Restaurant; Dining Room, Kitchen, Pizzaria, 2 Handicap Bathrooms, Partitions, Doors, Bar, as applied for. At premises located at: 53345 Main Road (Route # 25), Southold, NY SCTM # 473889 Sec/Block/Lot# 61.-1-13.1 Pursuant to application dated 9/7/2011 and approved by the Building Inspector. To expire on 3/28/2013. Fees: DEMOLITION $250.00 CO -COMMERCIAL $50.00 NEW COMMERCIAL; ALTERATION OR ADDITIONS $1,382.80 Total: $1,682.80 R Building Inspector ->t_/4� Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: AY For new building or Mery use: 1. Final survey of property with accurate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used-in system contains less than 2110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. .6: Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land'uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant- C. Fees 1. Certificate of Occupancy- New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00, Additions to accessory. building$50.00,Businesses$50.00_ 2. Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate o€.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate Of Occupancy -Residential$1 5_00,Commercial$15.00 Date. z z G New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. ) Street Hamlet L Own6r or Owners of Property: L C (1 ► 1 --e� 3k Suffolk County Tax Map No'1000, Section Cp Block Lot Subdivision Filed Map. Lot: r Permit No. ,D I Date of Permit. Applicant Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature of SO!/ryolo . Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 A �Q roger.richert( -town.southold.ny.us Southold,NY 11971-0959 '0DUNV BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michelangelos Address: 53345 Rt 25 City: Southold St: NY Zip:. 11971 Building Permit* 36715 Section: 61 Block: 1 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 53 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 2 Time Clocks Disconnect Switches 1 5 Twist Lock Exit Fixtures 4 TVSS 11 HOther Equipment: 2-walk in boxes, 1-ice maker, 2-stand up refridge, 1-reach in refridge, 1-30a oven 1-20a beverage fridg,3-coffee makers,2-15a hand dryers, 1-30a mixer, 1-convection oven Notes: Inspector Signature: Date: June 22 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex �O l0 Telephone(63.1).765-1$02 54375 Main Road Fax(611)765-9502 P.O.Box 1179 Southold,New York 1.1971-0959 BUILDING ibEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: —6 Building Permit No. Owner: (/ (Please print) Plumber: l!`''''- �� l 1�� ✓1 (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. lead. (Plumb s Signature) . :. Sworn to before me this . . day of Alt.— 20 /� Notary Public, \� County LAUREN M.STANDISH Notary Public,State of New York No.01ST6164008 Qualified in Suffolk Countyy Commission Expires April 9,2U �o� ono • yo cOUNi`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ki4OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (N �;r� l.(��-.(' //�J - DATE INSPECTOR OF SOUIyp� \ y � �lC TOWN OF SOUTHOLD BUILDING.DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 �'�� 1NSPECTOI 3 oFso�ryo< < cou TOWN OIX G DEPT. 7 IN ;;;90N [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [�RAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA KS: 00 =�Q-71 i DATE �� INSPECTOR ho��oF snoTyo� courm,�' �U -too 36%' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING;/STRAPPING [/ ] FINAL [ ] FIREPLACE & CHIMNEY PKFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: / _ P�� �+—IZP�riz�pis rj I rV-f �lAz-LS ry g � P(��� �►2� ��r�-� . STl>�Prr�f TDr° Df- Gt/ORS;T w6tj - P�ZzA #oZFA-- ©,K, DATE 7 _ L y INSPECTOR ` SOUIyo`O Comm,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Pl"LELECTRICAL (FINAL) REMARKS: IT DATE �� INSPECTOR FIELD INSPECTxON REPORT DATE COMMENTS ck; FOUNDATION(1ST) � ------- -- ------------- �c� FOUNDATION(2ND) p V z pal • vJ ROUGH FRANDNG& PLUMBING 4.4 c L� INSULATION PER N.Y. H STATE ENERGY CODE lot- t FINAL / ADDITIONAL COMMENTS � rn • r o . U� m c z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT n� B have or need the following,before applying? TOWN HALL E C U SOUTHOLD,NY 11971 ® 4 sets of Building Plans TEL:(631)'765-1802 ' 6 1/S Planning Board approval FAX:(631)765-9502 Survey wmrsv.northfork.net/Southold/ I EIT NW — 2 2011 Check Septic Form N.Y.S.D.E.C. � 1 BLDG. DEPT. Trustees Examined �'0 TOWN OF SOUTHOLD Con( et: Approved 20 Mail to: A" N A- rt 5Ul'�...1: eppreMed-ate 2�2Z NipnLE CrxzFfi IZ/FD; ZZ-6 Expiration ag ,20 13 t 631-�( R_Ol0 Building Inspector APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 amendmeras 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 applic le Laws.Ordinances d Regulations,for the construction of buildings,additions,or alterations or for removal or ition as herein descri .The applicant agrees to comply with all applicable laws,ordinances,building code,ho n de,a r ons to amit authorized inspectors on premises and in building for necessary inspections. VC//V c (Signature of app icanl or name,if a corporation) ,2sq—y\ mil' k\ I�t i``�t,,� (Mailing address of applicant) ` State whether applicant is own rlesse gent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises }-�1/, �LG (As on the tax roll or latest dee If appl}'e ant*s a corppr ton signature of duly authorize:)of er Ce e6i (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ..M Other Trade's License No. 1. Location of land on which proposed work will be done: 3 -`.� IVY Rc—il-tom 2_ t—, �c�L=> House Number Street Hamlet r3. 1 County Tax Map No. 1000 Section 61 Block d 1 Lot Subdivision Filed Map No. Lot (Name) 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 K \�j 2Es Ath IRAIS t) jsi t ac�,n,W tLy f_(►�)�WW p� 3. Nature of work(check which applicable) lding Addition erati Repair Removal emolition y - a Other Work o p lQrrf--o��1I LL- 4. Estimated Cost ! Fee , (Description) be paid on filing this application) 5. If dwelling,number of dwelling units p, Number of dwelling units onleach floor �a If garage, number of cars a Y 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.' y4,,u -,q 7. Dimensions of existing structures,if any:Front_ 64 '/- Rear 6' ' =l Depth '4St 'r- Height ZZ` Number of Stories 7— Dimensions of same structure with alterations or additions: Front S A1--t L Rear Depth SANE Height .SAm'e Number of Stories SAlgr 8. Dimensions of entire new construction:Front ly/oa Rear 1-�1.�,� Depth Height_ lv'/i� Number of Stories N/fa 9. Size of lot:Front 330` Rear ?z�0` Depth 10.Date of Purchas Name of Former Owner F/KA-5 11.Zone or use district in which premises are situated 146 - 4&, Er i?=L61h1ES 12•Does proposed construction violate any zoning law,ordinance or regulation?YES_t N�/ 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES (--N�O t/ 14.Names of Owner of premises_FIAV Ll r- Address 14 U ST 146.4tri No. Name of Architect MA>Ju6u Azcll,xEcnigl,(�L=AddrcssL�M Name of Contractor Address ��Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES N *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE)tEQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES_ _ *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. STATE OF N VYOS (COUNTY�OF ) y� AP- f^'AQC,11,j 1 AA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 7&,G&N T AR0=H [E9C 1! (Contractor,Agent,Corporate Officer,a .) 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 trite to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application tiled therewith. Sworn before the t11 y of- 20 Notary Public Signature of AppliClant VICKI TOTH Notary NN0.01`f06190696ew York Qualified in Suffolk Court {y Commission Expires July 28.2D�d' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(01)"765-1802 Planning Board approval FAX:'(631)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ;20 Contact: Approved 20 Mail to:I�NU Fit A?z4l Disapproved a/c �Z Ntpptr Cc_,I.riZy?Dp V_6r Plier�e-Sti1 I i�N t+d I l g Expiration 20_ at Building Inspector APPLICATION FOR BUILDING PERMIT Date `V` ,20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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:'Ifno 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 additiori 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 Regulations,for the construction of buildings,additions,or alterations or for removal or it on as herein descri .The applicant agrees to comply with all applicable laws,ordinances,building code,ho n de,a re ns to admit authorized inspectors on premises and in building for necessary inspections. V./v. 6.6 c (Signature of app icant or name,if a corporation) (Mailing address of applicant) ' State whether applicant is own rrlesse gent,architect,engineer,general contractor,electrician,plumber or builder of '17� Name of owner of premises-!ATV (As on the tax roll or latest dee If appt�1�'cant' a corppr�tion signature of duly authorize�j of er G k a t/r v+as(c e _ AM,r,• (Name and title of corporate officer) Builders License No.1��tA Plumbers License No. Electricians License No. f}3-1— Other Trade's License No._W&&, I. L000cc33o f land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section!, i Block d 1 Lot Subdivision -a Filed-Map No. Lot (Name) y 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy AZ&%o R��I�i Fl oolZ ST ,,- A:SeZn3Bt_�� b. Intended use and occupancy 1 IsTAI tz-ar1't- �LtS� .r occut�Ats�y L1F�]c l la+.yt^I�� 3. Nature of work(check which applicable):New Building Addition erati ,V/ Repair Removal Demolition Other Work I layzgeg- Li'>_P.acN(Description) T O��( 4. Estimated Cost �3L�c7c�U Fee �15�� (To be paid on filing this application) 5. If dwelling,number of dwelling units_t.t/d Number of dwelling units on each floorbA/A, If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. t f'�taT' 7. Dimensions of existing structures,if any:Front 6�t +�- Rear Depthir- Height 22' V- Number of Stories Z Dimensions of same structure with alterations or additions: Front S Ate,l= Rear SAi-fir. Depth_SANt Height SAWtE Number of Stories SAwt_f_f 8. Dimensions of entire new-construction:Front N J& Rear K/A Depth l-.x& -Height Iv'/I.% Number of Stories N�La 9. Size of lot:Front 33�� Rear �I Depth 10.Date of Purchas Z ZC D1 Name of Former Owner Fh KA-5 11.Zone or use district in which premises are situated_146 - �-�tarat �T�tL51h3FSS 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_(�NW� 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES�� �tVlfh )N l�13 14.Names of Owner of premisesFIAV LLL Address1-45 u Sk NO hdn No. Name of Architect MAw-AL-a Azcn,Ts, t j&(�AddressL�r2A--Tt"'�-&"Or-m=hone No 631-4-�9-01 Name of Contractor Aj9_'-_Rvia_Q k�� Address Aas AL.#-'t s.� La1�.'Phone No. 6-1;l- 5-23- O 9 Z 8 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_��d *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE JEQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES_CIVe" t/ *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. STATE OF NEW YORK) SS: COUNTY OF ) \ Q being duly sworn,deposes and says that(s)he is the ap_ plicant (Name o individua signing contract)above named, (S)He is the . PILQCIL-- (C ntractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the.work will be performed in the manner set forth in the application filed therewith. Sworn to before me this L day of l�/:• c 20 L G Votary Public Sibmature'of Applicant MARY E.DITTRICH Notary No 101 D16025336 State of ew York Qualified in Suffolk C2unty 1 Commission Expires May l�.Z Action: CONT Estab.ID: 22899 Estab.Class: 110 Estab.Name: MICHELANGELO'S OF SOUTHOLD Activ.Code(s): 12 Inspection Date: 6/22/12 Time of Inspection: 11:45 AM PART 2: BLUE MAINTENANCE ITEMS These items relate to maintenance of the food service operation and cleanliness,correct as scheduled. Other Notes FAX ALL REQUIRED DOCUMENTS TO 852-5871. Thermometer: Delta Min/Max 808 Inspectiorrby Adam Kuemmel,4808 Suffolk County Department of Health Services Food Control Unit 360 Yaphank Avenue,Suite 2A Yaphank,NY 11980 Phone:(631)852-5999 Fax:(631)852-5871 THE FOOD MANAGER'S COURSE IS AVAILABLE ONLINE To register for the Food Manager's course,please visit http://apps.suffolkcountyny.gov/health/foodmgttrain/or call (631)852-5997 EMPLOYEE SICK POLICY WAS DISCUSSED DURING THE INSPECTION: -Owner/Operator was reminded that all sick employees MUST be excluded from food service. -No sick employee is permitted to return to work until they have been symptom-free for at least 24 hours. Certain illnesses require that employees are tested prior to returning to work,even if symptom-free. Contact the Food Control Unit for details. -A log must be kept on-site documenting the exclusion of ill employees. ESTABLISHMENT BUILT SUBSTANTIALLY ACCORDING TO APPROVED PLANS. OKAY TO ISSUE PERMIT AND OPERATE. ESTABLISHMENT MAY OPEN ONCE ALL FOOD CONTACT SURFACES HAVE BEEN THOROUGHLY WASHED,RINSED AND SANITIZED.- THE FOLLOWING ITEMS ARE NOTED DIFFERENT THAN THE APPROVED PLANS: -PREP TABLE(#60)AND THE OPEN TOP REFRIGERATOR(#65)LOCATIONS WERE SWITCHED. -THE REFRIGERATORS AT THE COOKLINE(#62)AND(#65)HAVE SWITCHED LOCATIONS. -THE HAND WASH SINK(#89)AND DRINK ICE BIN(#86)LOCATIONS WERE SWITCHED AT THE BAR. -THE REFRIGERATED DISPLAY CASE(492)WAS NOT INSTALLED. Person Receiving Report: Sanitarian: 808 KUEMMEL Page 3 of 3 l 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 -7 ' Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form D.E.C. Trustees Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: D xp i 0 NOV 2 3 2011 Building �o r APPLICATION FOR BUILDING PERMIT BLDG.DEPT. Date �J 20� TOWN OF 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 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. �-- 1��<d� o,n I-1 T� (Signature of applicant or name,if a corporation) Cl ' w QnL (Mailing a dress of appli(#) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Fire ge351pa CogAradq--i,'- , Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whi h proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 161 Block [ Lot I2 A� Subdivision Filed Map No. Lot 4 R 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�{� j4U! 1:C,-+e41 (Descriptton) 4. Estimated Cost Fee (To be paid.on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars ,_ p 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 1/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 &-w Fte Address Phone No. 43I—Wj� —166 5? 15 a.Is this property within 100 feet of a tidal wetland or a freshwa 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 Soh G��Z/ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signft contract)above named, (S)He is the M61 KR fer (Contr ,tor,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 o before me this 11 6 i= day of /1/o✓e hf✓ 20 PATRICK N.DAMS otg y ic,State of N Notary Pu Qualified in Suffolk County Signature of Applican Reg.No.01 DA6223392 My Commission Expires 06-14-2014 Patios I .qk STREET VILLAGE DIST. SUB. LOT ` L.Js ;F.ORMER OVhN N E ACR. S W " TYPE OF BUILDING �- f2ES: SEAS. VL. FARM CO' M. CB. MISC. Mkt. Value Z LAND IMP. TOTAL DATE REMARKS 3 a L6- L AMA .4teS - e:� ' J 85 x2z�p•.' ;a? O`O / Lei JALL� l zl7s' / D 4 D 0 0 3- �' 1 r� �" s ,9 4,E P , a 5� 6 v c2 L 72�!/ /D s - ��► �r� e� 'P�� Q 6 d J'5 �IT"a cxc 5S a - I �o pu e L"we o ��f r&S FA Z S'e.P 13)0 /5/Oa� �rrir�r• /d ,�/ Yr�a�l. F�� /o��oaGa BUILDING CONDITI ✓ G/L/f� Q,? /yyZy ?.c /aces aZdve- . :. NEW Ndk vAAL BELOW :ABOVE.' ;:.. FARM Acre- Value Per Value Acre - O (ze-0- Tillable 1 " Til`.lable 2 y r Tillable 3 Woodland Swampland FRONTAGE ON WATf R . Brushland FRONTA'GE'`ON R AD 0, -//B'L Xr-` `16.-6 House Plot ,e e e L-e /a, z ,D e~ /d !�L BULKHEAD � 8 ° DOCK Total - �, - 1, ` �, � ��;�._<.• C. , S ` C Y momm®� tI.- OEmmusmussm rrr�r� ` MANI rrrrrr � r�rr rrrr - riN�rr � rirmoll MENNEN�ri�t rrrrrrrrrrr r�� rrmm rtit]1 rrrr�rhrr��aii������ rr�l rrrNrr���rr rrrErrrrrriENIMM iir�iiirrrr�lr�rMr��r rrNrrr�l - - - rrr�t=�����er�rrrrrrrrr�rr iiirrrr�rrrrrrrrrrrrrrr�iiii rrrrrrr®r�iriri INN Interior Fin • .. . :. j 4 • LDING PERMIT EXAMINER CHECKLIST Date Submitted: �( Date eview d: 0 A licant: /qan Owner: �/ �"�-c pp r ArckitectLERgift-eev- A 101� Estimated Cost: SCTM# 1000 — 6 I — Pel Subdivision: Zone: H S Conforming? Property Address: �33 -S / t �'�'''` �-S City: Pre COs? Building Permits (Open/Expired):.BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o& Determination: SToR1AW*M&_.R_UN-Q,R.F• REQ. Lot Size: ®� ACT. Lot Size: 3 , REQ. Lot Cov. ACT: Lot7C;ov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. ACT. Height �Tj, WH SIDES A CT _ roject D scription• �� G� ,� �Ly,.� - a,%,- - +�� %, 07 Watedrouff Y o N9 -il�f r `;� t If yes, water body: -- _,L'anel# Flood Mine: B:ul&ad/ f Distance: .ADDITIONAL APPROVALS REQUIRED QLgNS (�� SIGNED, S�rILED SyP.Va, - V j Suffolk County Health: Y-oN If yes, *Bed#: *Date: *Permit#: Town Septic: Yeo, - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y o(9 Date: —/—/ - Permit#: or NJ Letter— Notes: Southold Trustees: Y o(9- Date: —/ / Permit#: or NJ Letter—Notes: Southold ZBA: Y o - Date: / / Permit#: —Notes: Southold Planning: Y 06 Date: _/ !— Permit#: —Notes: Town Landmark C of A: Y TE: _/ / *NYS CODE Compliance (page 2): Y or N CoNTKA-CT2R LIC�N;k Pya� irV QIIBI� WOkkM Ns CoMPFNSAT_110n/ Notes: ' 0 _ia. a — — — --- _ _ Fee Struct-urep- Calculation: eq Foundation: ® SF I f A `� ce 1��� - X $ ,' 0=$ �® First Floor: ;-$.3 D- SF 07�`ri`�a� � AJ Initial Fee: 0-1 ® 0 Second Floor: ® SF + Additional Fee ��): $ Other: SF 1' F X$ . =$ Total: �3 d-SF- �' 4-Initial Fee:O L L - a--��-��� —Addltio \. ) 1l C o f o FEE r o o S �® -A S B u I LT FEE —�— -' �'r�+ TOTAL: $ =Q?" , NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC_DESIGN CRITERIA: Ground Snow Load:20 •. Wind Speed; 120MPH, Seismic Design Category:B. Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: II Ice Shield Underlay: YES Flood Hazards: . USE/OCCUPANCY CLASSIFICATION: HEIGHT/FME AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE:__ FULL FRAMING DESIGN ELEMENTS:'YIN HEADERS: Y/N -WALL STUDS:Y/N C DERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAN TERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: AUSSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N A LIGHT S%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRES S: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS.DESIGN: Y/N. :`• --- . ._ '' CERTIFICATION: Y/N .ENERGY CALCS: YIN (RE500ECK) TOTAL;COMPLIENCE? Y/N (RETURN TO PAGE ONE) SOUTHOLD TOWN •R NOTES • • -MMPM 7�ff F� � �/ /J:1►.� .,/I Wit. ! , IM r �� ���•a[ /L TA10 _ f;un �� r I _ 7 7 05-26-10; 12:46 2982174 # 1/ 2 0� 0f $® l Town Hall Awwx ] / Telephone(631)765-1802 54375 Main Road ax(631)765. o P.O.Box 1179 ��" roper.richert�a�,town.soutfiold_ny.us SourhoId,NY 11971-0959 BUILDING llliPAlt'lMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company-Name:-- - -- --- - - Name. 1 G License No.: zl 1yz Address: ��/- �/a/ �� IL141 --7�G Phone, No.: JOBSITE INFORMATION: (*Indicates required information) `"Name: *Cross Street: &,C7,7A/`5 *Phone No:. Permit No.: Tax Map District: 1000 Section: Block: /_,_ Lot: f 3 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) , *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES , NO Temp Information (If needed) *Service.Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters :Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION ��� o __ 82-Request for Inspection Form �� MANCINI ARCHITECTURE PLLC 222 MIDDLE COUNTRY ROAD SUITE 226,SMITHTOWN NY 11787 October 26, 2011 To: Town of Southold— Building Department Via: Certified Mail RE:Proposed `Michelangelo of Southold' Restaurant 53345 NY-25.Southold, NY 11971 SCTM#100 -61-01 -12.20 & 13.00 In reference to the abovementioned project, please find enclosed the following items: (Please note, this project was previously reviewed and was provided a demo permit, #36715) One (1) copy building permit application, completed, signed and notarized. Three (3) sets of construction drawings, stamped and signed by registered architect. Three (3) copies of fire alarm drawings, stamped and signed by registered engineer. One (1) check for permit fees of$1,546. One (1) copy builder's insurance documents One (1) copy New York State Uniform Building Code—Project Compliance Review Sheet. One (1) copy UL Certified Detail BXU:V.L505. One (1) copy Cut sheet for CaptiveA/RE Model ND-PSP Exhaust Hood. Two (2) copies property survey. One (1) copy property tax bill One (1) copy existing C.O documents. Please feel free to call my office with any questions or feedback. Mark Mancini, AIA NY Lic.#25188 PHONE 631-979-0104 FAX 631-979-3445 EMAIL MADARCHITECTS@optonline.net ArchitectureMancini Crr . n �e ti �� , To. George From: Mark Mancini Fax: (531)765-9502 Pages 3(including cover) Phom (631)765-1802 Date: 9/21/2011 Re: Michelangelo of Southold CC: 0 Urgent 0 For ftview ❑Please Canrment ❑Please iteply n Please Regyr:le e Car anwnts; George, As we discussed on the phone, please see attached: -Seating Capacity for existing Pagano's Restaurant, (H.D. Ref#C10-07-005) -Health Department approval stamp(H.10_Ref#C10-07-006) Feel free to call our office with any further questions, CO/TO 39Gd INIONVW 9VV66LGT69T 80:TT TTOZ/TZ/60 *BL UtME FLOW FDR THE SRE IS Z,466 No A5 APPR(ha BY THE SCOHS BMM OF RED ON MARCH 21, 20M N SCOW REFERENCE NOD. Ci[h+--t�7-ti0(i5 NE�H fi0 FUTURE CUMFiDit ADD�TipHAI. GRIVI+iDFA1F#RfNG. co w -- c� a w TOTAL REQUIRED FLOW FOR THE FEATHER HILL SHOPPING CENTER (CALCULAMONS BASED ON CURRENT' USES AND WITH STARBUCKS AS A RESTAUR" SANFTIIRY FLOiIf SWrAff RM XrrCF" WiCHM FMOM # S0. FI': USE GM/SF (GM) CM/SF (gyp) 0=FW NWE 1A 481 MWM 0F}� 0.10 46 0 0 PODIATmsr 1B 1.114 OFFICE om 67 0 0 AUSTATE 2 1.113 MAL 0A3 33 0 0 ROBERM JaVELERS 3 749 CAFE 0A3 22 0.12 00 FFMiO PLOMER CJIFF # 1,412 Ti11CFJCIUf (f8 SEl1T5 0A3 42 0.12 ft� T'AIWH REMAUFF K 5A 953 OFF)CE 0A6 57 0 Q FRUDE MM HSURANCE z 'SAC OF1xE MOB 57 0 0 PRIJDE�ff1AL MlSl1F�ANICE z ESB om 24 ® 0 110CMYiEY LAW 6 S 0.10 62 0 0 EASFERN me3c*E HOLjm= 79i 0.06 47 0 0 FOM REEVE ARCF "M 1,194 OFFICE om 72 OFFi« 0.06 0 0 CAi1MtA LAIN J11A ttt3 1E`JIL OF 0 0 TL?11 SPOTA L!►1� 0.10 1 f 1 0 q E ;�, 0.06 122 0 0 BLUE MUM GIJaAFrm (3�IIt- 0.06 17 0 0 GL AANCE C00ER I�YiER0.+t� 26 0 0 BIWAL OLLIE��'R WW- OFFICE am 39 0 0 �AL DRY STDRE 0�3 39 0Q YA�Jlt+Tr DRY SFifRE BANK 0.06 8i 0 0 tIEA60W C1iY BA1+TfC 1.T55DIOAL .pF}ICf D.10 i f 6 Q 01.42 LL CHIROPRi�IL'T1G m t. VJRW 12 1,200 �A FLOOR APARI1p�r i 300 n 0 IEEE Q F� APARTMpff m h TOTAL 2..Ma GPD 7 GP0 m IMA- MORM SANIFARY FLM FOR IM FFADU HLL S1iOPQMIG CENIM AND PAGNIDIS: T17TAL EM'n VG SM11IAfzY �GFaAl�Fi4THF�ED) fE0lY FUR SItE = 466 t;PIQ - Z• GM m Z T�DW ox N r-i CV L cp m m 270'P 7U SCAIB m = m m W ` APPROVAL STAMPS _ `'""� I �1t�'Heatrh Ser�►ioen - � -ot e ��� obese p e been reviewed for general wish$u>ffoliF CUMq I oMft Mt of health der M &MdaN s,ft tMg to Rater- enpply and sewage disposal. Regardless of any omieeionad- f 'nWA'fftendes er '"k of detail, oonetruction is reTAred to be ii. CpW9 aowrdonce with atbe afto6ed perfait conditions and appiioab Amy.Kokes speClfic*waived bXJAe Department.This 9LPFOV 1 *vim's yoera from the approval d' a nim exim ad or revered. DEC 2 3 2008 V r Z I Appvoral Date } , PME Lo LD Y F • 4ti IDS m __ -- N e-i CV Ql m *0 SOUr�,OI ELIZABETH A.NEVILLE,RMC,CMC h0 O Town Hall,53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold,New York 11971 MARRIAGE OFFICER Fax(631)765-6145 RE RD AG T OFFICER Telephone(631) 765-1800 EDOM OF INFORMATI OFFICER O�C�U11 ►,� southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD D C Southold Town Building Department Pp9 - $ 2009 FROM: Linda J. Cooper, Southold Town Clerk's Office BLDG.DEPT. TOWN Of SOUTROLD DATED: 'April 7,2009 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 3865 for a Cesspool/Septic.Tank Construction Permit submitted by: r b�tV Y�i, LLC (by Gerard Stankewicz) Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. I have reviewed the application and location map of the project cited above and make the following recommendations: r / APPROVE Y DISAPPROVE Comments: Signature D /G o Dated AlPROPOSED oUSE • SYSTEM up. (30( 20 \� —(/EXISTING I o I4k F � / Z - � 5 S-- O �JS.T. � USE rn I (2) 310 50.1' • BLIIII �or Z I�1 WE Bt7D o // • TCT' ASPHALT PAVEMENT. I l CO r�cl f DOSTI 13I DL LEACHING I Nri 1 L.P. TOT.- 1 40 3' USE t�it • POOLS TO EE 1 o (� 11( / ABANDONED �yg�� Ste. (SEE NOTE 12) —� ,`� ..� ill. a: tNGE - 3E I `. .. SO Ex SEPTIC I L 50% EXPTAW TO BE PROF. ANSION W (3( NG NOTE ABANDONED T:• R 3 \.P. ° 0 0 S.T.p �.~\° -� , s T . . . . I SEE WORK us + AREA PLAN, Z PTO� �•• NIL y ° PROP. GT. IXISTiNG LP. 11 � US L DETAIL #3 \ d LP. JW TO BER0P 1d S EXI' C I D(ISfI FRAM ABANDONED M.H BUDDIN LP` 3 G N BU (SEE NOTE 12) 3.3 <ti _ N 4 4"� 5 ASPHALT I PAVEMENT 50% EN W � A IX. .. N / _ � TO EJ(ISTING 2 S.CELL1@,;. ^� o O H O STORY EWIIDaNQG K0000 20i T + CO T. olli'/FY WK TE EX:v;$EPBC TAW O 13) I c"I W 20 rn -' EX6RNG._-.TO:BE REM04E) G SEPTIC T0 N 1 Lv SEPTIC (SEE NOTE tJ) 12 I U:I Z SYS .,., WORK o 331.67' PLAN, N DIETIL2 _ 2' 259. 2 6 Tc'32 40 W D wTTmER�CE O BE MAIN ROAD. (N.Y.S.OF RTE NO. 25) VE BY CONTRACTOR SITE PLAN - 0. u 30 20 10 0 30 60 90 120 150 Ui 5 U I . ' �SOFF04 Off' OG ELIZABETH A.NEVILLE Town Hall,53095 Main Road TOWN CLERK p P.O.Box 1179 ti x Southold,New York 11971 REGISTRAR OF VITAL STATISTICS W MARRIAGE OFFICER • Fax(631)765-6145 RECORDS MANAGEMENT OFFICER y�01 ��O! Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential 10 or Non-Residential $25 X A lication No. @$ @ pP Permit No. RP Applicant Name Applicant Mailing Address D°>'1 s s Septic Tank or Cesspool 11 Brief Description of Proposed Construction or Alterationilh 'CNG e AU c ( 1,' i •;�r,. lk Location of Proposed Construction/Alteration: Owner of Property: Owner Mailing Address: N i PUS US Owner Property Address: xr-r� 6;1j1S,,Vuy Name and hone number of contact person ' h� An�C ew,cti d�{- 1 y- 6 V)-9 (v6 -1i0q) p Tax Map No: �/ Section / Block Lot Cross Street A r4n,j zPne—, 0£4)w/ +5 NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL c r C Signature of App cant V J Date Received by: GENTS: M) WAILM C.Pn.wr'llCrnw TEST HOLE 1 NOT To scm F v .APPROVAL STAMPS sue' fw s� : �rfitl►S '� for. + 6eee x+zviiewed water ut of Health Services stand:.relate £o ro cw :, dis sd. Regardless of uny ofrei®cioAC gnppTy, and- sewage Po tal. b@ I1a intm� or laa of detail; omtmcoon is requited n R ce with the attached permit couditif PP , ly wj)epartjMt:Thieappro expires 3 years from the app �> ded.or renewed. al (7e. ,ED. 2 MN APPfa-al'I». 00 - YGS A : ..,. .. AN .. ce withB�of ROvisa BE ABprved accArc 2 4 ED t oz,dated MA d C Jo-27-oa Scoffs C-OMWNTS -08 f1ECEIVED 9 24 SCDHS S 3.6-W'SC HS G S OCT is 20 p NFy Suff.Co.HEALTH SEER MGT. CES OFFICE OF WASTEY�dAT C �.: Puns are ptepared by Cordon*BVk*wN,P.C. R is a vbfaft of the New YA } State Education'Larx,Atlkie 145,Section 7209,for any Own vrraess adirrg raider the direction of a Ibensed i mkssbrd Engkwm Ar W94.or Land'SlmieYoP,to otter .:; any item in any way.ff an kern bea ftthe seal of an Engkteer,Andrked,a�!d ` •� _ Surveyor is'akered,the altering Engineer,Architect or Lard Surveyor slrakafPoi to the' `v item hislht'r seal date of such and the tratatlot►'A omd by idkowed by ld AU signature and the a . of the keraom afktratbns,and a spedk des* A FEATHER HILL COMMONS y plal sn. Env'-ineering, P.C. 53345 MAIN ROAD 1755 SfgSbw Road �SOUTHOLD, NEW YORK 11971OF O&W&A4k ItJa a"Wwk 1195E ,. COUNTY OF SUFFOLK SIEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES HUMAYUN J.CHAUDHRY,D.O.,M.S. COMMISSIONER PERMIT CONDITIONS Health Services Reference# 1 d 7 D 0. Project Name f :eA17�.c The. attached plan, when duly signed by a representative. of the.department, in conjunction with these conditions,constitutes a permit to construct a water supply and/or a sewage disposal or'collection system for the property as depicted. The applicant-should take note. of any.conditions of approval, which_may be' indicated.on the plan or enclosed herein. Construction must conform with applicable-standards including "Standards for Approval of-Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done m conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any.modification which may affect-the proposed sewage disposal or water supply systems requires submission.of a.revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections„will be performed by the department on, expired permits. Permits may be renewed, extended, transferred,:or revised in accordance with the procedures described in , Instructions to Renew, .Extend, .or Transfer an Existing Perm it for Other than Single Family Residences (Form WWM=081). If is the applicant's responsibility to call.the department in advanceJo arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling.' These include'inspections of the sewage collection and disposal systems, water supply system components and piping, and filial'grading as shown on the approved.plans. In certain'cases, inspections of the soil excavation-may be.required to determine the acceptability of the soils for sewage disposal systems. The department must be,notified at least 48 hours in advance to schedule an�inspection by calling 852-5754; and excavation'inspections must also be confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the iiuspectiOIL Article YII of the 'Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Apirs. This office can refuse to perform inspections or grant final approval for the-construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest.to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage.disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 10/02/06) Page:1 of 2 r HD Ref No. �� a_ t3 o V'S Project Name• {-A-�' �i �� (�E � . CONDITIONS FOR OBTAINING FINAL-APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this,refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences(Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Ca11852-5754 to schedule an inspection and confirm by calling ; 852-5700 prior to 9:30 a.m., the morning of the inspection.) . satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system.(Call 852-5754 to schedule an inspection.) Al?f"y f4- -.r * -., 3,4 i# 71 ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater.Management(Call_852-57.54 to schedule an inspection.) ❑ Office of Water Resources;Water Quality Unit(Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control(Call 854-2502 for inspection.) El Storage tanks C1 Other: 'Application for a Food Permit to the Food Control Unit(Call 852-5873 for instructions.) PKFour(4).prints of an As-Built plan ❑ "Tap letter"from water district [] Certification from the licensed sewage disposal system installer L. lr�s ----) ❑. "S-9 form"from Suffolk County.Department of Public Works(SCDPW) �] Sewer district approval of sewer line installation(for other than S CDPWdistricts) ❑ Well drillers certificate ❑ Water analysis d Certification of Sewage Disposal System Abandonment(form WWM-080) o g��� s.j4—) ®'Design Professionals Certification of Constructed Works'(form WWM-073,enclosed) for: ❑ :Sewer lines and sewage collection system ❑ Retaining walls(approved as part of the sewage disposal system) ❑ Sewage pump.station/valve chamber ❑ Sub-Mrface sewage disposal system . ❑ Sewage treatment plant 0 water supply system Abandonment of Preexisting sewage disposal system andfe atcrsupply �o �rr eo•Gt- s� f ,-- Other: a otnei: . WWM-016.(Rev. 10/02/06) Page 2 of2 *pf SO(/pyo ELIZABETH A.NEVILLE,RMC,CMC �� l0 Town Hall,53095 Main Road TOWN CLERK fxt P.O.Box 1179 REGISTRAR OF VITAL STATISTICS N ae Southold, New York 11971 MARRIAGE OFFICER �O� Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER l Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER �COU 1 1 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department nn E u U V . FROM: Linda J. Cooper, Southold Town Clerk's Office dUL 19 2010 DATED: July 16, 2010 BLDG.DEPT. TOWN Of SOUTHOLD RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 3964 for a Cesspool/Septic Tank Construction Permit submitted by: FHV,LLC(a,53345 Main Rd., Southold Please review the application and location map and advise if this-office may issue the permit. Please complete the form below and return it to me. Thank you. I have reviewed the application and to ation map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Signature Dated- ELI7A13ET$A.NEVILLE Town Hall,63095 Main>E;c TOWN CLERK P.O.Box 1179 REGISTRAR OF VITAL STATISTICS Southold,New York 119 9 MARRIAGE OFFICER �, r Sax(831) 766-61415 RECORDS MANAGEMENT OFFICER �fQ �d Telephone(631)765-180 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.n OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT l owe �e� APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10 or Non-Residential @$25 Application No. J�'& Permit No. �rf' J � Applicant Name �6Y. L.,,IZ Applicant Mailing Address , 1W �.� lV ZpS� Septic Tank. or Cesspool Brief Description of Pro sed Construction or Alteration' Location of Proposed Construction/Alteration: Owner of Property. {'t L LG Owner Mailing Address: e"d►J��Qf apy Owner Property Address: �� / �4 Name and phone number of contact person Tax Map No: Section �I Block _ Lot Cross street—..-.. �c NOTE: LOCATION MAP MUST'BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVLY WITH HEALTH DEPARTMENT APPROVAL Signature of pli t ate Received by. .. ... . .. sass TRAVE LER rv:se ' 1 'EE7, Z 3 2.0;E. STR c r? HT OLL' N.58 i 2 °°"`"L'rr;• cuRaL c ' 0 Nd, , o/L . — _sass.. . 0 E •. M MON. -far '•' z SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES II WALKS RAW • o Approval of ConslructeU 'r`l5rks ' f I� PS ttvr B%.G4q`Sr i/aL•j/l'J�•T l/ 1 GRASS _�P .WJ i.f r ..`I•NT �_ 11 D. Ref. 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Y_ PU06E CORPORATION. a5�°a�.,N��a� `• •,y 1000 06.1 Of - 12.2 6 13 �ya``♦o SCALE 1 = 30 ,: 11 I * N.Y.S. LIC. N0, JAN. 14 ,1988 Jan, 18, 19909(final). t�llC RS a ENGINEI Jan. 23;1990 AREA = 3. 1482 ACRES P. •9-05�0 MAIN ROAD SOUTHOLD,N.Y. 11571 87 - 454 F y�J9 MODEL ND-PSP --- Exhaust Only Hood with Front Supply Plenum CSNSF 0 LISTED LISTED Captive-Aire Systems offers a FULLY INTEGRATED PACKAGE,pre-engineered for OPTIMUM PERFORMANCE.The"package"consists of the hood and options to include an integral UL Listed utility cabinet(as pictured),containing factory pre-wired,UL Listed electrical controls and a factory pre-piped UL Listed fire suppression system.Other options include a UL Listed exhaust damper,UL Listed exhaustlsupply air fans in a "combination"Roof Top Package or sold separately,and UL Listed direct-fired heated make-up air units.Fire suppression systems include final hookup and inspection. APPLICATION: Exhaust only, low CFM ventilation hood is UL Listed for use over 450°F, 600OF and 700OF cooking surface temperatures. Front supply plenum provides up to 175 CFM/linear feet of make-up air. DESIGN FEATURES &ADVANTAGES •Superior exhaust flow rates (Example:A 4' Hood can perform at 600 CFM). 1I • Up to 175 CFM/linear feet of make-up air supplied through front supply plenum. • UL Listed for use over 450DF, 600°F and 700OF cooking surface temperatures, providing flexibility in designing kitchen ventilation systems. UL Listed to Canadian safety standards, NSF Listed and built in accordance with NFPA 96.Recognized by ICBO, BOCA and SBCCI. • Front design prohibits condensation and directs grease laden vapors toward the exhaust filter bank. Polished stainless steel on the interior and exterior of the front enhance aesthetics. •The perforated front supply plenum (PSP) evenly discharges low air velocities without interrupting hood performance- approximately 75% of the supply air is recaptured by the hood. • Sturdy stainless steel construction with double wall, insulated front panel. GENERAL SPECIFICATIONS Ventilator shall be Captive-Aire Model ND-PSP. Overall size shall be as shown on plans. The hood shall be fabricated of Type 430 stainless steel,#3 or#4 polish, on all exposed surfaces. Construction shall be in accordance with NFPA 96 and shall incorporate an insulated double wall front to increase rigidity and eliminate condensation. Each hood shall be provided with pre-punched hanging angles on each end of the hood.An additional set of hanging angles will be provided for hoods greater than 12' in length. The hood shall be fitted with UL Classified aluminum baffle type filters. Each filter shall be easily removable for cleaning.The filters will drain the grease into a sloped grease drain system with removable 12 pint cup for easy cleaning. Exhaust duct collars to be 4" high with a 1"flange. Duct sizes, CFM and static pressure requirements shall be as shown on plans. UL listed incandescent light fixtures and plastic coated globes,suitable for grease hoods,shall be installed and prewired to a junction box. Each fixture will accommodate up to a standard 100 watt bulb to be provided by KEC. Ventilator shall meet the current requirements of NFPA 96, shall be UL Listed as "Exhaust Hood Without Exhaust Damper" (File MH 12106), and shall bear the NSF seal. Make-Up Air: (Perforated Supply Plenum -PSP) Ventilator shall be compensating with the addition of a perforated supply plenum (PSP)which shall discharge make-up air downward through full length,stainless steel, removable, perforated diffusers. The plenum shall be 9 tall by 14 wide and same length as ventilator and can be mounted on the front or side of the hood or in the ceiling. The bottom edge of the plenum shall be located such that the make-up air discharge is at least 15 inches above the bottom front edge of the ventilator. It shall be constructed entirely of stainless steel to match the ventilator.The supply collar connection shall be a UL listed assembly with a fusible link activated fire damper and opposed blade volume damper.The volume damper shall be adjustable by means of a side located control mechanism. s MODEL ND-PSP OPTIONS ❑ Construction: ❑ 100% Type 430 or 304 stainless steel ❑Type 304 stainless steel on all exposed surfaces ❑Aluminized steel ❑ Filters: ❑Stainless steel baffle type ❑Stainless steel high velocity cartridge filters (Model CND-PSP) ❑ UL Listed exhaust fire damper(Model ND-PSP-100, File MH14540) ❑ Optional integral clearance reduction system ❑ UL Listed light and fan control switches flush mounted and prewired ❑ UL Listed electrical control package (includes switches, starters and relays as needed) ❑ Integral UL Listed utility cabinet to house fire system and/or electrical controls ❑ Pre-piped UL300 fire system ❑ Enclosure panels E(XHAUST RISER-HEIGHT 4' End panels ASSEMONAL BLYULLISTE-HEIGHTgjAMPER 100W UL INCANDESCENT LIGHTS WITH J-BOXES FLANGE FOR HOOD ATTACHMENT STEEL HANGING SUPPLYAIR VOLUME ANGLE(TYPICAL) /—AND FIRE DAMPER ASSEMBLY 45' (UL LISTED) �v_� 5• PERFOR�ATEDPDIFFUSER IT ISTHE RESPONSIBILITY ULCLASSIFIED y (UNDER EACH RISER) OFTHEARCHITECT/OWNER TO BAFFLE-TYPE ENSURE THAT THE HOOD CLEARANCE BAFFLE -TYPE 23.5%OPEN FROM LIMITED-COMBUSTIBLE STAINLESS STEEL AND COMBUSTIBLE MATERIALS PERFORATED PANEL IS IN COMPLIANCE WITH SLOPED GREASE DRAIN LOCAL CODE REQUIREMENTS WITH REMOVABLE CUP _ x SECTION WON.MODEL ND PSP 33'MIN 4E'MAX 7B'TYP. EQUIPMENT BY OTHERS PERFORMANCE DATA Max.Avg.Cooking Surface *Suggested Hood Model Temperature(on/ Exhaust supply Type Cooking Surfaces CFM/Ft. CFM/Ft. ND-PSP Z50 175 (Wall Hood) 700OF-Mesquite Grills, ND-PSP Charcoal Charbroilers, (2-piece island back Gas Conveyor Charbroilers 500 350 to back wall hoods) ND-PSP 200 175 (Wall Hood) 6007- ND-PSP Gas Charbroilers, (2-piece island back Electric Charbroilers 400 350 to back wall hoods) ND-PSP 150 135 (Wall Hood) 4507-Ovens,Steamers, ND-PSP Kettles,Open-Burner Ranges, Woiece island back Griddles, Fryers 300 270 Captive-Aire Systems, Inc. L 3ck wall hoods) 112 Wheaton Drive *Supply CFM/Ft,Consult factory representative if higher values are required. Youngsville, NC 27596 1-(800)334-9256 Fax(919) 554-1227 Captive-Aire Systems,Inc.reserves the right to modify the design,materials and/or specifications as a result of code requirements or product enhancements resulting from the Company's ongoing research t ch and development woo U ONLINE CEBT1 FICATIONS DIRE TORY BXUV.L505 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. 0 Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field Issues arise,It is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design.Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified,Listed,or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Inforrna ion for FI R is ance Ratings-ANSI/ IL ANSVUL 263 Design No.11-505 August 24,2011 Unrestrained Assembly Rating—2 Hr. Finish Rating—75 Min. Load Restricted for Canadian Applications—See Guide BX 1Wl 1 2 � A Q 5 4 5 \of 9 9/28/2011 2:03 P1 2 �n �n y •. IL Res ilienl Channel Bail Fir.ut Layer End Second Layer End Joint Detail Joint Quail 2 of 9 9/28/20112:03 P: 1.Flooring System—The flooring system shall consist of one of the following: System No.1 Subflooring—Min 1 by 6 In.T&G lumber fastened diagonally to joists,or min 15/32 in.thick wood structural panels or 7/16 in.thick oriented strand board(OSB)wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier—Nam 0.010 in.thick commercial rosin-sized building paper. Finish Flooring—Min 1 by 4 In.T&G lumber fastened perpendicular to joists,or min 19/32 in.wood structural panels, min grade"Underlayment"or"Single Floor".Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. System No.2 SubMmring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nam 0.030 in.thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Min 3/8 in.to max 3/4 in.thick floor mat material loose laid over the subfloor.Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Board Alternate Floor Mat Materials*-(Optional)—Nam 1/4 in.thick floor mat material loose laid over the subfloor.Floor topping thickness shall be as specified under Floor Topping Mixture. UNITED STATES GYPSUM CO—Levelrock Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials*-(Optional)—Nam 3/8 in.thick floor mat material loose laid over the subfloor.Floor topping thickness shall be as specified under Floor Topping Mixture. GRASSWORX L L C—Type SC50 Alternate Floor Mat Material*—(Optional)-Floor mat material nominal 3/8 in.thick loose laid over the subfloor.Floor topping shall be a min 3/4 or 1 in.thickness of floor topping mixture for min 19/32 or min 15/32 in.thick wood structural panels respectively. OWENS CORNING—Type QuietZone Acoustical Floor Mat Finish Flooring-Floor Topping Mixture*—Min 3/4 or 1 in.thickness of floor topping mixture for min 19/32 or min 15/32 in.thick wood structural panels respectively,having a min compressive strength of 1200 psi.Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO—Type LRK System No.3 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nam 0.030 in thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mixture*—Min 1-1/2 in.thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle.Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 Ibs Type I Portland cement,300 Ibs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA—Type FF System No.4 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nam 0.030 in thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Nam 6 mm thick floor mat material adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of floor-topping mature.When floor mat material is used,min thickness of floor topping mixture is 1 in. HACKER INDUSTRIES INC—Type Hacker Sound-Mat. Alternate Floor Mat Materials*—(Optional)—Floor mat material nom 10 mm thick adhered to subfloor with Hacker 3 of 9 9/28120112:03 P: Floor Primer.Primer to be applied to the surface of the mat prior to the placement of a min 1-1/2 in.of floor-topping mixture. HACKER INDUSTRIES INC—Type Hacker Sound-Mat H. Alternate Floor Mat Materials*—(Optional)—Floor mat material nom 1/4 in.thick loose laid over the subfloor.Floor topping thickness shall be a min of 1 in. HACKER INDUSTRIES INC—Type Quiet Qurl 55/025 Alternate Floor Mat Materials*—(Optional)—Floor mat material nom 3/8 in.thick loose laid over the subfloor.Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC—Type Quiet Qurl 60/040 Alternate Floor Mat Materials*—(Optional)—Floor mat material nom 3/4 in.thick loose laid over the subfloor.Floor topping thickness shall be a min of 1-1/2 in. HACKER INDUSTRIES INC—Type Quiet Quri 65/075 Metal Lath(Optional)—For use with 3/8 in.or 10 mm floor mat materials,3/8 in.expanded steel diamond mesh,3.4 Ibs/sq yd placed over the floor mat material.Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used,floor topping thickness a nom 1-1/4 in.over the floor mat. Finish Flooring-Floor Topping Mixture*—Min 3/4 or 1 in.thickness of floor topping mixture for min 19/32 or min 15/32 in.thick wood structural panels respectively,having a min compressive strength of 1100 psi.Mixture shall consist of 6.8 gal of water to 80 Ibs of floor topping mature to 1.9 cu ft of sand. HACKER INDUSTRIES INC—Firm-Fill Gypsum Concrete,Firm-Fill 2010,Firm-Fill 3310,Firm-Fill 4010,Firm-Fill High Strength,Gyp-Span Radiant System No.5 Subilooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.030 in thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mbcture*—Min iin.thickness of floor topping mature having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi'through nozzle.Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 Ibs Type I Portland cement,62.5 lb of pea gravel,312.5 Ibs of sand with 5-1/2 gal of water. LITE-CRETE INC—Type I System No.6 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.030 in thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mbcture*—Min 3/4 or 1 in.thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively,having a min compressive strength of 1000 psi.Mixture shall consist of 5 to 8 gal of water to 80 Ibs of floor topping mixture to 2.1 cu ft of sand. ULTRA QUIET FLOORS—UQF-A,UQF-Super Blend,UQF-Plus 200 System No.7 Subllooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.030 in thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Nom 1/4 in.thick floor mat material loose laid over the subfloor.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement.When floor mat material is used,min thickness of floor topping thickness is 1 in.Floor topping thickness a min 3/4 in.over Acousti-Mat I floor mat. MA)O(ON CORP—Type Acousti-Mat I,Acousti-Mat H Alternate Floor Mat Materials*-(Optional)—Nom 0.8 in.thick floor mat material loose laid over the subfloor with 4 of 9 9/28/2011 1;55 Y tsAuv.LDU:)'-Tire Kesistance parings-ANNYUL lbj littp://database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/show Crack Suppression Mat(CSM)loose laid over the floor mat material.Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Acousti-Mat 3,Crack Suppression Mat(CSM) Metal Lath(Altemate to Crack Suppression Mat(CSM))—3/8 in.expanded galvanized steel diamond mesh,3.4 Ibs/sq yd loose laid over the floor mat material.Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials*-(Optional)—Nom 0.4 in.thick floor mat material loose laid over the subfloor.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement.Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Enkasonic 9110 Alternate Floor Mat Materials*-(Optional)—Nom 0.2 in.thick floor mat material loose laid over the subfloor.Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement.Floor topping thickness shall be min 3/4 in.(1 in.for min 15/32 in.thick wood structural panels). MAXXON CORP—Type Acousti-Mat LP-R Metal Lath(Optional)—For use with floor mat materials,3/8 in.expanded galvanized steel diamond mesh,3.4 Ibs/sq yd or Maxxon Corp.UL Classed Crack Suppression Mat(CSM)loose laid over the floor mat material.Floor topping thickness shall be min 1 in. MAXXON CORP—Type Crack Suppression Mat(CSM) Finish Flooring-Floor Topping Mbcture*—Min 3/4 or 1 in.thickness of floor topping mixture for min 19/32 or min 15/32 in.thick wood structural panels respectively,having a min compressive strength of 1000 psi.Mixture shall consist of 3 to 7 gal of water mixed with 80 Ibs of floor topping mixture and 1.0 to 2.1 cu ft of sand. MAXXON CORP—Type D-C,GC,GC 2000,L-R,T-F,CT System No.8 Subflooring—Min 15/32 in.wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.030 in thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Nom 1/4 in.thick floor mat material loose laid over the subfloor.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement.When floor mat material is used,min thickness of floor topping mixture is 1 in.Floor topping thickness a min 3/4 in.over Acousti-Mat I floor mat. MAXXON CORP—Type Acousti-Mat I,Acousti-Mat 11 Alternate Floor Mat Materials*-(Optional)—Nom 0.8 in.thick floor mat material loose laid over the subfloor with Crack Suppression Mat(CSM)loose laid over the floor mat material.Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Acousti-Mat 3,Crack Suppression Mat(CSM) Metal Lath(Alternate to Crack Suppression Mat(CSM))—3/8 in.expanded galvanized steel diamond mesh,3.4 Ibs/sq yd loose laid over the floor mat material.Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials*-(Optional)—Nom 0.4 in.thick floor mat material loose laid over the subfloor.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement.Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Enkasonic 9110 Alternate Floor Mat Materials*-(Optional)—Nom 0.2 in.thick floor mat material loose laid over the subfloor.Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement.Floor topping thickness shall be min 3/4 in.(1 in.for min 15/32 in.thick wood structural panels). MAXXON CORP—Type Acousti-Mat LP-R Metal Lath(Optional)—For use with floor mat materials,3/8 in.expanded galvanized steel diamond mesh,3.4 Ibs/sq yd or Maxxon Corp.UL Classed Crack Suppression Mat(CSM)loose laid over the floor mat material.Floor topping thickness shall be min 1 in. MAXXON CORP—Type Crack Suppression Mat(CSM) 5 of 9 9/28/2011 1:55 P] ....�L............ .....�.........«...............ty.. .................... ....i.........«..,....v....a.vvaay..Fy vaa„�.. •.waaarau.w a.uua.��i,ai av�a.ur ouv... Finish Flooring-Floor Topping Mixture*—Min 3/4 or 1 In.thickness of floor topping mixture for min 19/32 or min 15/32 In.thick wood structural panels respectively,having a min compressive strength of 1200 psi.Mixture shall consist of 4 to 7 gal of water mixed with 80 Ibs of floor topping mixture and 1.4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS—Type RF,RFP,RFU,RFR,Ortecrete System No.9 Subfiooring—Min 1 by 6 in.T&G lumber fastened diagonally to joists,or min 15/32 in.thick wood structural panels or 7/16 in.thick oriented strand board(OSB)wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Finish Floor-Mineral and Fiber Board*—Min 1/2 in.thick,supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft.All joints to be staggered a min of 12 in.with adjacent sub-floor joints. HOMASOTE CO—Type 440-32 Mineral and Fiber Board System No.10 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.030 in thick commercial asphalt saturated felt. Floor Mat Materials*-(Optional)—Min 3/8 in.to max 3/4 in.thick floor mat material loose laid over the subfloor.Floor topping thickness shall be as specified under Floor Topping Mature. UNITED STATES GYPSUM CO—Levelrock Brand Sound Reduction Board Alternate Floor Mat Materials*-(Optional)—Floor mat material nom 1/4 in.thick loose laid over the subfloor.Floor topping thickness shall be as specified under Floor Topping Mature. UNITED STATES GYPSUM CO—Levelrock Brand Floor Underlayment SRM-25 Alternate Floor Mat Materials*-(Optional)—Nom 3/8 in.thick floor mat material loose laid over the subfloor.Floor topping thickness shall be as specked under Floor Topping Mature. GRASSWORX L L C—Type SC50 Finish Flooring-Floor Topping Mature*—Min 1/2 or 3/4 in.thickness of floor topping mixture for min 19/32 or min 15/32 in.thick wood structural panels respectively,having a min compressive strength of 3000 psi.Refer to manufacturer's Instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO—Type HSLRK System No.11 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.030 in thick commercial asphalt saturated felt. Finish Flooring-Floor Topping Mixture*—Min 1-1/2 in.thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 105 plus or minus 5 pcf.Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle.Mixture shall consist of 1.2 cu feet of preformed foam concentrate to 94 Ibs Type I Portland cement,300 Ibs of sand with 5.5 gal of water. CELLULAR CONCRETE L L C—Floor-Topping Mixture System No.12 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier-(Optional)—Nom 0.010 in.thick commercial rosin-sized building paper. Finish Flooring-Floor Topping Mature*—Min 3/4 or 1 in.thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively,having a min compressive strength of 1000 psi.Refer to manufacturer's instructions accompanying the material for specific mix design. ALLIED CUSTOM GYPSUM PLASTERWORKS L L C—Accu-Crete,AccuRadiant,Accul.evel G40 and Accul-evel SD30. 6 of 9 9/28/2011 1:55 P] DnV v.LJVJ'-rLiu i%.usis uwu AULUIg'S-t1IN01/ULLOJ IILLj7://UULUDUSC.UI.COHYCg1-DIII/AY V/ieTllplaTC/LlZihAi/ll'l<ANIE/SNOW Alternate Floor Mat Material*-(Optional)-Floor mat material nominal 2-9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in.or 1 in.thick of floor topping mixture for 19/32 or 15/32 in.thick wood structural panels respectively. ALLIED CUSTOM GYPSUM PLASTERWORKS L L C—Type AccuQuiet P80,Type AccuQuiet C40,Type AccuQuiet RSM 20,Type AccuQuiet RSM 32,Type AccuQuiet RSM 48, Type AccuQuiet RSM 64,and Type AccuQuiet RSM 120 System No.13 Subflooring—15/32 or 19/32 in.thick wood structural panels,min.grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Vapor Barrier—(Optional)—Nom 0.030 in.thick commercial asphalt saturated felt. Finish Flooring—Floor Topping Mblture*—Min 3/4 or 1 in.thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively,having a min compressive strength of 2100 psi.Refer to manufacturer's Instructions accompanying the material for specific mix design. MAXIT INC—Maxit 493 System No.14 Subflooring—Min 15/32 in.thick wood structural panels,min grade"C-D"or"Sheathing".Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier—(Optional)-Commercial asphalt saturated felt,0.030 in.thick. Vapor Barrier—(Optional)-Nom 0.010 in.thick commercial rosin-sized building paper. Finish Flooring*—Min 3/4 in.thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance.See Floor-and Roof-Topping Mixtures(CCOX)category for names of Classified Companies. Floor Mat Materials*—(Optional)-Nom.1/4 in.thick loose laid over the subfloor.Floor topping thickness shall be a minimum of 3/4 in. KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 55/025 and Quiet Quri 55/025 N Alternate Floor Mat Materials*—(Optional)-Floor mat material Nom.3/8 in.thick loose laid over the subfloor.Floor topping thickness shall be a minimum of 1 in. KEENE BUILDING PRODUCTS CO INC—Type Quiet Quri 60/040 and Quiet Qurl 60/040 N Alternate Floor Mat Materials*—(Optional)-Floor mat material Nom.3/4 in.thick loose laid over the subfloor.Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 65/075,Quiet Qurl 65/075 N Alternate Floor Mat Materials*—(Optional)- Floor mat material Nom.1/8 in.thick loose laid over the subfloor.Floor topping thickness shall be a minimum of 3/4 In. KEENE BUILDING PRODUCTS CO INC—Type Quiet Qurl 52/013 and Quiet Qurl 52/013 N Alternate Floor Mat Materials*—(Optional)-Floor mat material Nom.1/4 in.entangled net core with a compressible fabric attached to the bottom loose laid over the subfloor.Floor topping thickness shall be a minimum of 1 In. KEENE BUILDING PRODUCTS CO INC—Quiet Quri 55/025 MT and Quiet Quri 55/025 N MT 2.Wood Joists—Min 2 by 10,spaced 16 in.OC and effectively fireblocked in accordance with local codes. ./3.Cross Bridging—Min 1 by 3 in.or min 2 by 10 solid blocking. ../4.Resilient Channels—Resilient channels,formed from No.25 MSG galv steel and shaped as shown,spaced 24 in.OC perpendicular to joist.Channels overlapped 1-1/2 in.at splices and secured to each joist with one 8d common nail.Min end clearance of channels to wall to be 3/4 in.Additional pieces,60 in.long,placed immediatley adjacent to continuous channels at end joints of second layer of gypsum board(Item 5)and similarly secured.Additional channels shall extend 6 in.beyond each side edge of board. 4A.Steel Framing Members—As an alternate to Item 4,furring channels and Steel Framing Members*as described below: a.Furring Channels—Furring channels,formed of No.25 MSG galv steel,2-3/8 in.wide by 7/8 in.deep,spaced 24 in. OC perpendicular to joists.Channels secured to joists as described in Item b.Ends of adjoining channels overlapped 6 in. and tied together with double strands of No. 18 SWG galv steel wire near each end of overiap. 7 of 9 9/28/2011 1:55 P; b.Steel Framing Members*—Used to attach furring channels(Item a)to joists(Item 2).Clips spaced 48 in.OC.,and secured to atemating joists with No.8 x 2=1/2 in.coarse drywall screw through the center grommet.Furring channels are friction fitted into clips.Adjoining channels are overlapped as described in Item a.As an alternate,ends of adjoining channels may be overlapped 6 in.and secured together with two self-tapping#6 framing screws,min.7/16 in,long at the midpoint of the overlap,with one screw on each flange of the channel.Additional clips required to hold furring channel that supports the wallboard butt joints,as described in Item 7. PAC INTERNATIONAL INC—Type RSIC-1 S.Gypsum Board*—-Two layers 5/8 in.thick gypsum board.When resilient channels(Item 4)are used,first layer Installed with long dimension perpendicular to joists,and end joints of boards located at the joists.Nailed to joists with uncoated 8d box nails spaced 7 in.OC.All nails located 1/2 in.min distance from the edges and ends of the board.Second layer installed with long dimension perpendicular to the resilient channels and center line of boards located under a joist and so placed that the edge joint of this layer is not in alignment with the end joint of the first layer.Secured to resilient channels with 1 in.long gypsum board screws 12 in.OC with additional screws 3 in.from side joints.End joints secured to both resilient channels as shown in end joint detail.All screws located 1 in,min distance from edges of boards.If gypsum board Is other than 48 in.wide,length of additional channel may be modified as required to allow full extension along joints,as well as attachment to joists at each end.Joint treatment not required for this rating,except for tapered,rounded-edge gypsum board where edge joints are covered with paper tape and joint compound.As an alternate,nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard.Joints reinforced. When Steel Framing Members(Item 4A)are used,sheets Installed with long dimensions parallel with trusses.Base layer attached to the furring channels using 1 in.long Type S bugle-head steel screws spaced 8 in.OC along butted end joints and 12 in.OC in the field of the board.Butted end joints shall be staggered min 2 ft.within the assembly,and occur midway between the continuous furring channels.Each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in.on each end.The two furring channels shall be spaced approximately 3-1/2 in.OC,and be attached to underside of the truss with one RSIC-1 clip at each end of the channel. Butted base layer end joints to be offset a min of 24 in.in adjacent courses.Outer layer attached to the furring channels using 1-5/8 in.long Type S bugle-head steel screws spaced 8 in.OC at butted joints and 12 in.OC in the field.Butted end joints to be offset a min of 8 in.from base layer end joints.Butted side joints of outer layer to be offset min 18 in.from butted side joints of base layer. AMERICAN GYPSUM CO—Type AG-C. CERTAINTEED GYPSUM INC—Types FRPC,SF3,Pro Roc Type C CERTAINTEED GYPSUM CANADA INC—Pro Roc Type C GEORGIA-PACIFIC GYPSUM L L C—Types 5,C,DAPC,GPFS1 LAFARGE NORTH AMERICA INC—Types LGFC3,LGFC-C,LGFC-C/A NATIONAL GYPSUM CO—Types FSK-C,FSK-G,FSW-C,FSW-G PASCO BUILDING PRODUCTS L L C,DBA PASCO GYPSUM—Type C,PG-3 or PG-C TEMPLE-INLAND—Types TG-C 6.Screw,Gypsum Board—1 in.long,with 0.129 in.,self-drilling and self-tapping shank,and Phillips-type 0.355 in.diam head.Screws shall be driven no farther than slightly indented(not deeper than 1/64 in.)into the exposed surface of the gypsum board. 7.Finishing System-(Not Shown)—Vinyl,dry or premixed joint compound,applied in two coats to joints and screw- heads.Nom 2 in.wide paper tape embedded in first layer of compound over all joints.As an alternate,nom 3/32 in.thick veneer plaster may be applied to the entire surface of gypsum board. *Bearing the UL Classification Mark Last Updated on 2011-08-24 Questions? Print this page Notice of Disclaimer Page Too Copyright n 2011 Underwriters Laboratories Inc O The appearance of a company's name or product in this database does not In itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mario on the product. 8 of 9 9/28/2011 1:55 P] UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Inforrnation,Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data (or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "Copyright 2011 Underwriters Laboratories Inc.®" An Independent organization working for a safer world with Integrity, precision and knowledge. 9 of 9 9/28/2011 1:55 P] KITCHEN CONSTRUCTION (cl 4 All views to the following scole 4��! X Dimensions _ combustible(Masonary) New Kitchen —Existing Kitchen NON I NONFIRE RATED WALLS-2 oncr XUrnited Comustable-(S/rock—metol stud) —Combustable(S/Rodc—wood studs) _Existing 1 hr. ok _Wal Sprinkler installation-1 hr. ok OPENING PROTECIVE(1 1/2 HR)—(Sdf dosing, self latching, fire rated door assembly) —Special Sprinkler installation-3/4 hr. ok DR _OK WITHOUT OPENING Protectives if ALL of the following comply - Draft Curtain 24'HT.(NL/LC} N Hds/Aes Special Sprinkler Installation - Exit at e— OR— rinkler heads within 24' of draft curtain 60' apart kitchen safe Cooking Equpment In the Kitchen _Cooking Equipment at the front counter _Cooking Equ' ent in the Drina Room _Cooking fquipment in the 1�6a ile unl d) _Cooking Equipment ina con d(d) —Pizza Ouen(dI HOOD Exhaust cfm— Medium Out (d) XExhaust cfm— Hea Duty d) _Exhaust cfm— Extra HeavyDuty(d) hot top, grndde, fryers, pia, rotisseries) (range, wok, gas deeL brolers) (Sold fuel char broilers Wall—Linear Ftx 300), (S—island Linear Ft x 500) (Wall—mew FLx 400), (S—island Linear Ft x 600) (Wall-Linea Ftx.550), (S—island Linear Ft x 700) Liquid tight extermal weld 12'max hood length per exhaust riser(d) 18 ga steal w 20 go. starless Supply A'r 50/50'approx.replacement (d) Supply Air 10 dg difference except A/C(d) ZSupply air hood damper(286 deg. max) Clearance 3' to Combustibles, Indd.1'mineral wad. (nsul.the combustible not the hood) gearonce 3'to Limited Combustible(d) _Clearance— 0'to Non Combustible(d) _insulation — max Flame rood Rath 25 x CHAR BROILERS— 4' mina to hood. _Solid fuel to have spark arrestors( ) g / FRYER— 16 inch space to flame producing appliance or 16'high steel baffle. _Solid Fuel— under separate hood FiL1FR5 to heat source 18 minimum: To flue baffles 6 Inch minimum (uprights, rotissei ovens, etc) 6'overhangg all sides. 7 f.maximum off floor. 24 Inch minimum height all sides LISTED.HOi7D installed n accordance with terms of liming Elm, wire n �d,ft w EMT Model a _Exhaust CFM Clearance (Hood bottom to app. top) —Supply cfm Maximum cooking surface temp. � �6 DUCTS ea )LSD use AIRFLOW 1500 ft/minute minimum - l Dimensions LxWxH l(;tc��( ) 16 go steel or 18 ga Stainless YBeld welds to be Bell or Telescapng(d) Duct exists bidg. dikV as possible(d) Horizontal duct travd less than. 75'(d) Duct camectia►s to have flush bottoms(d) Liquid tight external weld No exhaust dam�ppers used Duct pitched back to hood to collect grease 'Ducts not shared by other systems Shall not pass thru fire walls Not insulated until inspected CLEARANCE— 3'minimum to combustibles, including inch mineral wool, (insulate the combustible not the duct) 1� � _3$Cq e5S W2 I� �— 3'to limited combustibles _Cleaance—0'to non canbustible(d) �n _ , .>..1cup r ACCESS PANELS—unobstructed _Within 3 It each side of an In fine fan YSigns—Access Panel — Do Not Obstruct 20 it fiarar at v rti Duct sececurred to low A&e�vay direction change '3 r --- -----k Access door at vertical base �( RiORWeatherproofed _ENCLOSURES—In bldg.more than 1 flow, from eeling above hood.or throe any concealed spasm ducts shall be enclosed. Penetrate floors and ceilings 6 inches duct to encisure Vented curb at roof _Through Penetration Fire Stop System as alternative to End%= with 6 inch airs ace shall how a minimum 3'ndusivrve crspoce, depending an mfg. (d FAN _TERMINATES— at building exterior up and away from roof _4D inches from roof Ir C _Fan hinges away from duct with hold open retainer elk flexible waterproof cable _Grease drains back to trap at fan �LW1 q $Caul $� � f Dk �f x°2 _Minimum 10'to air intakes, property lines, windows and doom or 3'Vertical Safe access area for servicing ®� ' 4 i, T epy 1 _Non—Comestible side wall fan-termination ok, no openings 10'horizontal, down 32' vertical up, except char—brokers to permitted(d) I t a7I t K fk4 61G Wig n�lr I0 oU FRONT VLEW I�6A1�6r' l — — ----- 1/4"=1'—W SCALE CONTRACTOR: -- _ -- -„ ALL- nrrson dire METAL q ® oel 1 )9v G�� �F1/ems Q:tt' To" Ykre 'wPu i J FLOCATION 4R L AES MANUFACTURER: PROTEX II _(j)— L3000 1 L4600 _ L6000 HOOD SEALS (n'P.) Piping Material BLACK SCH 40 Max. Rise 10' 22'-3" HOOD CEILING Supply Pipe Size 1 2" Branch Pipe Size 1 2" DROPS 3 8" A — Gas Valve Type: MECH Size 2" Manufacturer HEISER 10"x24" DUCT 10"x24" DUCT � Detector Temperature Rating: 360' & 450' (BACK OF HOOD) (BACK OF HOOD) II Hood Size: 22'-3" Duct Size: (2) 10"x24" NL2D NL2D I ® - - - - � F- - - -® - - - - - - - - -� - -®- - - - FI EQUIPMENT SURFACE NOZZLE 360' L — — J 450' 360' L — — J360' 360' I i I TYPE OTY. AREA TIP#/QTY. HEIGHTS LOCATIONS NL1 H 360' NL1 H NL1 H 360' — NL1 H I I I DUCT 2 10%24" NL2D 2 0"-6" O"-6" IN OPENING — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — J F- - - _T - - - T - - - - - - - -I- - - - - - - - T - - T - -I- - T - - - - - - - - I I PLENUM 1 22'-Y NLIH 4 0"-6" FROM END OF PLENUM CANDY STOVE 1 18"x18" NL2L 1 34"-48" CENTER SYSTEM P II I I RANGE-8 BURNER 1 48"x27" NL2L 2 34"-48" CENTER SYSTEM I I 41 41 I I RAD. CHAR-BROILER 1 18"x24" NL1H 2 24"-48" CENTER NL2L NL2L NL2L NL1H NL2L NL1H NL2H NL2H NL2L 1 34"-48" CENTER 6' TO EDGE OF I 11I.�� RANGE-6 BURNER 1 36"x27" NL1H 1 40"-50" CENTER FRYER GUARD MIN. HOOD ON BOTH SIDES I FRYER 2 14"x24" NL2H 2 24"-48" CENTER D IL—I1 I RPSM w _< PULL `' w w Cr i STATION PROTEX II L3000 PROTEX II L4600 30"z28" _ � m Y >_ >_ 36"x28" = °2 Cn 48'x27" °I (¢ �0 36'x27' '� 2' GAS o MAX. FLOW POINTS = 10 MAX. FLOW POINTS = 15 x CONVECTION x X~ x c, CONVECTION I 0 8 BURNER RANGE OVEN co= oo a a 6 BURNER RANGE N N OVEN VALVE I MAX. PIPE VOLUME = 1910 MAX. PIPE VOLUME = 2600 a c� �, x x MAX. VOLUME BETWEEN FIRST AND MAX. VOLUME BETWEEN FIRST AND U O i ®— — LAST NOZZLE 1125 LAST NOZZLE 2000 ZZ FLOOR POINTS USED = 8 POINTS USED = 14 L3000 3 GAL. CYLINDER RPSM PULL STATION A FIRE EXTINGUISHER L4600 4.6 GAL. CYLINDER 3234 FUSIBLE LINK 360' ENMCU2 ENCLOSURE 3235 FUSIBLE LINK 450' WITH A ENSFRONT VIEW OF CLASS I KIMUM M MUST BERATING NL1H NOZZLEURE MSDPDT2 ELECH SW.O TWO SW. ASSBY. SCALE:%"=1'-O" INSTALLED WITHIN THE NL2H NOZZLE CO26 CO2 CARTRIDGE VICINITY OF THE NL2L NOZZLE 90KBS CORNER PULLEY COOKING AREA. NL2D NOZZLE SUM STAMP NOTES: Anderson Fire x Fryers to have High Limit Control to shut off fuel at 425'. 9 O'Neil Ave., Bay Shore, N.Y. 11706 x Detectors shall be located over every piece of equipment. x The System installed as per manufacturers specs and the AHJ. Tel: 631-435-1002 x The System has been installed as per UL300. x The following functions to operate upon system discharge: Contact: Patrick Turro * Supply air damper closes * Gas fuel shuts off in kitchen s ENcivE� * Exhaust fan remains on * Electric fuel shut off under hood Pu * All systems to activate simultaneously in some hazard area. pEGASUS ENGINEERING * Fire Alarm shall activate if one is installed in building. x Manual Pull is located a maximum 20 ft. from hood and 4 ft. 6 Nodworny Lane, Stony Brook, N.Y. 11790-2100 from floor. PLANNING A BETTER WORLD x All fuel sources are GAS unless otherwise noted. 1 631-751-6600 WWW.PEGASUS.ENG.PRO UNAUTHORIZED ALTERATION OF, OR THE ADDITION SEAL , Gj;= '.�•✓�;:: JOB SITE: TO PLANS OR DOCUMENTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER IS A rq ' VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. ' -y r_� Michael Angelo s ANY ALTERATION TO THIS DOCUMENT MUST BE DONE BY A PERSON ACTING UNDER THE DIRECT t;t+- =Q, 53345 Route 25, Southold, N.Y. 11971 SUPERVISION OF.A LICENSED PROFESSIONAL IN ACCORDANCE WITH THE STATE EDUCATION LAW. COPIES OF THIS DOCUMENT NOT MARKED WITH AN ORIGINAL OF THE PROFESSIONAL ENGINEERS \.A^. Gf :' DATE: SCALE: DWG BY: DWG N0: INKED OR EMBOSSED SEAL SHALL NOT BE 1 1�l O�1 1 AS SHOWN A.X.C. 1 I CONSIDERED TO BE VALID TRUE COPIES. KITCHEN CONSTRUCTION (c) 4 All views to the following scale 9=1 i X Dimensions _NON combustible (Masonary) I New Kitchen _Existing Kitchen i FIRE RATED WALLS-2 HRS. Y Limited Comustable—(S/rode—metal stud) —Combustable(S/Rodc—wood studs) _Existing 1 hr. ok _Special Sprinkler installation—I hr. ok OPENING PROTECTIVE(I 1/2 HR)—Sdf dosing, self latching, fire rated door assembly _Special Sprinkler Installation-3/4 hr. ok _OK WTHOUT OPENING Protectives if ALL of the following comply Draft Curtain 24' HT.(NL/LC) Hds/ilea Special Sprinkler Installation LL Exit at e— OR— rm er heads within 24' of draft curtain 60' apart kitchen safe Cooking Equipment in the Kitchen Cooking Equipment at the front counter _Cooking Equi ent in the Dining Room _Cooking Equipment in the TT6o I e uni d) _Cooking Equipment in a cancels and(d) _Pizzo qui HOOD Exhaust cfm—Medium Duty(d) YExhaust cfm— Heavy Duty d) _Exhaust cfm--Extra Heavy Duty(d) hot top, griddle, fryers, pizza, rotisseries) (range, walk, gas elect brolers) (Sold fuel char brolers Wall—Linea Ftx 300), (S—island Linear Ft x 5DO) (Wall—Linea Ftx 400), (S—island Linear Ft x 600) (Wall-linear Ftx.550), (S—islond Linear Ft x 700) Liquid t*t external weld Supply Air 50/50'approx. replacement d 12'max hood length per exhaust riser(d) n 18 ga steel or 20 gar stainless () Supply Air 10 dg difference except A/C(d) Z Supply air hood damper(286 deg. max) Clearance 3' to Combustibles, Indd. 1' mineral wool. (insul. the combustible not the hoodl gearance 3' to Linited Combustible(d) _Clearance— 0'to Non Combustible (d) _Insulation — max Flame rend Rating25 x CHAR BROILERS— 4' min. to hood. _Solid fuel to have spark arrestors ( ) / FRYER— 16 inch space to flame producing appliance a 16' high steel baffle. _Solid Fuel— under separate hood FILTERS to heat source 18 minimum. To flue baffles 6 Inch minimum (uprights, rotisseri ovens, etc) 6'overhang all sides. 7 ft maximum off floor. 24 Inch minimum height all sides LISTED HOOD Installed in accordance with terms of ft listing_.Manufacturer _Exhaust CFIA Elect wile conduit or EMT model Clearance(Hood bottom to app. top) —Supply cfrn Maximum cooking surface temp. DUCTS oPi l` ousfi AIRFLOW 15(10 ft/minute minimum D'rnensions OWN Duct exists bblid. directly as 16 gar steel or 18 gar Stainless ZFWd welds to be Bell or Tdescopingg(d) _ g passable(d) Horizon#al duct travel less than 75' (d) Duct connections to have flush bottoms (d) Liquid tight extemal weld No exhaust dampers used Duct pitched back to hood to collect grease Ducts not shared by other systems Shall not pass thru fire walls Not insulated until inspected / -- CLEARANCE— 3' minimum to combustibles, including inch minced wad, (insulate the combustible not the duct) to X �� I n(e55 u ANCE— 3' to limited combustibles -Clearance—0'to non canbustible d ACCESS PANELS—unobstructed _Within 3 ft each side of an Inline fanSigns—Access Panel — Do Not Obstruct 20 ft horizontally at v rti Duct secured to toobldg.g.ly At direction d're of change Accesu dog at vertical base � RIOR Weatherproofed _ENCLOSURES— in bldg.more than 1 floor, from ceiling above hood.cur through any concealed spaces, ducts shall be enclosed. Penetrate floors and cciings - 6 inches duct to enclosure N Vented curb at roof _Through Penetration Fire Stop System as alternative to Enclosures with 6 inch airs ace shaft eve a minimum 3' inclusive airspace, depending on mfg. d I FAN _TERMINATES— at building exterior up and away from roof _40 inches from roof rr _Fan hinges away from duct with hold open retainer do flexible waterproof cable _Grease drains back to trap at fan �7a1 I�Lz�ak �xaw'� G 0k x a _Minimum 1D to air intakes, property lines, windows and doors a 3'Vertical Safe access area far servicing r OV ' 4 u T ✓2 a 1 _Non—Comustble side wall fan termination ok, no openings 10'horizontal, down 32' vertical up, except chat—broilers to permitted (d) n f FRONT MEW - 1/4"=1'-0" SCALE F f �rn �cl CONTRACTOR: -- - - ALL- METAL q O oel1 )9V /' eG�c�Gse F117 /'5 i Tel F G3S_ 435 -l002 ��, roc n ,LQCA,n0N aifilo W, rY4 11771 [1-z3— N '` FIRE ALARM SYMBOL LIST SYMBOL QTY DESCRIPTION WIRE SPECIFICATION CHART 18 AWG FPL WIRE: ZONES R R ' I FACP 1 FIRE ALARM CONTROL PANEL 16 AWG FPL WIRE: SIGNAL CIRCUIT 12 AWG 12 AWG.: 120VAC GRND DD DD ZONE 9 - RA 1 KEYPAD/ANNUNCIATOR RL RL kI £ HH<WP 1 EXTERIOR WALL MOUNT HORN/STROBE (WP: WEATHERPROOF) , I ZONE e 3 WALL MOUNT HORN/STROBE h ® 3 WALL MOUNT STROBE H ZONE 7 , Q 3 MANUAL FIRE PULL STATION BOILER i RISER DIAGRAM OH 3 190' FIXED HEAT DETECTOR _ NO SCALE S S S S ZONE 6 '`' S 9 SMOKE DETECTOR 0 DINING RM I I 6 � DD 2 SUPPLY SIDE DUCT DEFECTOR I RL 2 REMOTE INDICATOR LED S S S ZONE 5 HALL M. TLT W. TLr ® 2 FAN SHUTDOWN RELAY 1 HOOD EXTINGUISHING SYSTEM H H ZONE 4 i - A.F.F. ABOVE FINISHED FLOOR S.R. SHEET ROCK C.T. CEILING TILE N.T.S. NOT TO SCALE i I SOFFIT/CEILING DETAIL ------ COUNTER/HALF WALL O.T.M.D. OPEN TO METAL DECK • TAKE KITCHEN 1, : OUT I_ .. _. j ' WP THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE S ZONE 3 i i f - ._ NATIONAL FIRE PREVENTION CODE (NFPA 72) AND THE FIRE CODE (FC) OF NEW YORK STATE. CKr 1 H H H H THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE MAINTAINED AND TESTED IN COMPLIANCE WITH THE TOP OF __`s STAIR - NATIONAL FIRE PREVENTION CODE (NFPA 72) AND THE PROPERTY MAINTENANCE CODE (PMC) OF NY STATE. I FAC LOCAL AUTHORITIES HAVING JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS AT THE TIME OF PLAN APPROVALS MR s ZONE 2 SUBJECT BUILDING f � •- -��- � � " � - - ; ; y ¢' ..r AND OR AT FINAL SITE INSPECTION. ANY SYSTEM MODIFICATIONS, ADDITIONS OR ALTERATIONS SHALL BE DONE IN STOR. PROPOSED 3,240 S.F. `RM (INTERIOR ALTERATION ORDER TO COMPLY WITH THE VILLAGE, TOWN, OR COUNTY FIRE MARSHALS OFFICE, AT THE CUSTOMER'S EXPENSE. T � �i ' RA O EXISTING 2—STORY II :.` VESTIBULE F F F ZONE 1 BRICK RESTAURANT FIRE MARSHAL APPROVAL STAMP BOX 120 VAC _ ...... GROUND TELCO LINE #1 FOR CENTRAL STATION CONNECTION TELCO LINE #2 FOR CENTRAL SITE MAP STATION CONNECTION (SERVES �\ AS A, BACK—UP FOR TELCO #1) N.T.S. �y FREEZER 0 0 FIRE ALARM ACTION NOTES 1) ALARM INPUT SHALL ACTIVATE AUDIBLE/VISUAL SIGNALS IN THE BUILDING, AND CAUSE APPROPRIATE RESPONSE OF CONTROLLED FUNCTIONS, AND REPORT TO A U.L. LISTED I CENTRAL MONITORING STATION. 2) A TROUBLE SHALL BE REPORTED TO CENTRAL MONITORING I STATION AND AN AUDIBLE TONE SHALL SOUND AT THE FIRE WALK IN COOLER , ALARM CONTROL PANEL AND THE REMOTE ANNUCIATOR. 3) ALL FANS MUST SHUT DOWN UPON ACTIVATION OF ANY FIRE m_ Nl\ ALARM DEVICE. 4) ALL HORNS WILL SOUND A TEMPORAL 3 SIGNALING RHYTHM AS µ ° -° MEWS TOILET WOMEN'S � {':"' PER NFPA-72/1999. 4 O S 5) ALL STROBES WILL REMAIN ACTIVE WHEN ALARM IS SILENCED, ` s! .Qr TOILET AND WILL DEACTIVATE (STOP FLASHING) WHEN FACP IS RESET. V KITCHEN O 6) ALL SMOKE DETECTORS USED MUST BE EQUIPPED WITH STEADY P RED INDICATOR WHEN ACTIVATED. - - -....._.. S HALL lI En BOILER ROOM 7) THE EXTERIOR HORN/STROBE IS TO BE PLAINLY VISIBLE FROM . RTU 1 . � THE ENTRY ROAD. I s ® O rRTU2� DD L. J ,.°..n,.,. DD WAITRESS _ I R LL ' h �' i L. J STATION — DISHWASHING RL , S1 I I _ p ! I I j' PIZZERIA „.._ rP l r DINING ROOM O TAKE—OUT -.��i Ir.: STOR. �I SMOKE AT II -I� ,.,..,.,. " i �' _ , 3' MINIMU TOP OF STAIR G' �....... ,, f.., ,,�._ ;, LCEILING N. AIR REGISTER �.T_µ_-I HOSTESS O O SMOKE DETECTOR STAIR UP TO OF STATION S S �, APARTMENTS ... _..... H NOT IN CONTRACT ......, I^ UL I II I H I ,. HORN/STROBE II & STROBE DEVICE WP I �, *MAIN ENT/ExT*. PULL STATION FIRE „ o — ,— A.F.F. G TO BE VISIBLE & READABLE .1- 4, 0» ! — —. -- — j. s �A A.F.F. " . JOB SITE: FROM OUTSIDE DOOR �,'I -�_ I I� � _--__ � P Of mic6efangefos FLOOR '< l9�y * Li PIZZERIA & RESTAURANT GROUND FLOOR PLAN TYPICAL DEVICE LOCATIONS ADDRESS: 53345 ROUTE 25, SOUTHOLD, NY 11971 SCALE 1/8" = 1'-0" � N.T.S. r� `�t DATE: 10/3/11 GJS ELECTRIC Designed by: 0� 6615 Main Road GJS ELECTRIC �CFESSIO Matti`tuck, NY 11952 CAD b� REV # Gary Salice: 631-298-4545 DWG #1 1 -143 NYS License #12000202917 PAGE: 1 of 1 SCDHS Ref. �# CIO-07-005 ' TRAVELER .N.58°23020"E. S T R E E T 0v ` N q) ' + LftifiT .• • - O`' POLE N.58 CONCREFro rp ow N• ' oil 2 0 E• cMal" .t M �R/CK ` • •• • Ae W'A .. • •• I Mt GRA L O rSTf Ar • --- '..--.-, 0 ss 0 NEW SEPTIC SYSTEM - tr)1 / , J>•. 1 vat, MEASUREMENTS 0 O , • �O —'�• , CRASS 1 O _ 01 • ! VALROM K OT 26' 69- 1 $ '7' 0 ' ST IA 42' 67.5 lb ' y °'�" 1 ST I B 49, 60' k ° ' . to 7 s/ 25•q• ' • POLE ,� , , . � LP2 8l• 40.5 1i• J. LP 3 80' 26.5 N�0 / F t U , a t P 4 99• 38' '` U.•S. ' •• eDO� � M P " ST2 49.5 54' `� OSTAL SERVICE � V� 'o LP 5 � 1 • wYr .r..• ' , LE - PA.POLE A .. •OR /N L�o E O 2.0 W. t DRAIN . • DRAM DRA jN 0 -0 • O �, o • N' y N 3 • fe ' .. Z I • . ASPAALTty , • • o 1.7•E 58 02 31 9 OIt • . . •A ` - . �I E' �Yfa,)9••��7/� • , , 'PAV£AoVr , • • • , • . . • • ,` a e�cc�15•r0. O ' ft'' • ' • • � N• • .'• ' ••• . • I • • ' • • ' •• . • . r • ' O.eY'I. . • .• • / • ti •• • •. • • • / • 3patr• ' • Lt,, COBBLE • •i lb ,� ®ORApY • , � .' •• . • • �14/Ch' SrONE • CURBING. LIMYr • • ( DRAM .PAtr /¢,2' I1•At '• t • • • • , ® , , , K_ACW oee rsrON• O ,wots' 't• . . y �� . b a Lu 2 9. a O • 8R/pr C RBING• , ' s Cy 4.0 �•► tjovr All VIO. cc rORAk R PLANriWG , ' rrxAwrl7r' LAWr NALKS Law PRICK M W Q 8 q • V ' Ir SQ 6 y DI '••BMT ( �eO.p LARMr , MALK r DRAIN f- 0 - Q r Q p 20 c 0 /o f., ,fr. . m �•I p • .♦ (�• Q s V .tit • Lxv t ROOr ' ' • , ` v PAC 0) M N „ •Z POLES 4y II `Ol Lf 6/d9 •>s SEPTIC: Q , Lliy f rND �, 30.2. 4s t N • , -� O a/a 07 s - qDRAIN LL y t f �,' d /VpVr, , 1 0. ® aEGt/S / f UNDfRGROfINO 0 LP p' LP �� to32. LKs PLAN7E•R c '•;\ ° Lravr .3i o '� ELfCTRrc 0 aco p Q, O 4� A L r , u^� ru ..; 50 t' �l�c r Q ¢�• Lr i � �- W 6/d y ' PAvpevr RA,N � ' � Q v 5.0' /p K S WTONE CURH/N!,• , '` RA"OA LL I rxs q w frAL K Z r 6id9• _ O L,"r O sr,r-e O Dirt - ._, _ 40 .J O DRAJy 6r• icafc s p 6/ 94-`' Z' O 01 ®�' m PLANTING t•. PArV y sr t•A' L •rr o o sr' "'`, ,�?' •�'S 4' 0 tL •OL a O i • r -moor o ti /L .0. 6r eR/CK lrA • O 2 , LKS �Psr , ovrR - 0 .3' u i'`t'��°r ••• ' .' ' coeetEsroNt• —`"`- wA z t Pr ANMj2r �,� ;/. Its. o O too Ct O /4BINc• y ► PLANrINGs 20.0• 3 �'9' isoc 111 . • LP 1 - ' WA /o.o- t sroRr ` ASPHALT , • , ' • ' • �" BRICK FS •�. ) ' , O M i �sr�HAt LP' Lot • " ,, m iV - LP 1 •• 4ir a 44 Q. G7ROOV' • • . •• ® Lu DRi1 EA/ENT t •�1 . ^ : h `0 ..,,�.p?•E Ito BR/ PAVIVG '��-�: , t • •• ( ', r '� ®DRAAV ♦I o �l 3+• (10 f*No nA oy LAW ~AUK , •`•y ' ) ' •• ' t . ♦ (v ' "' -+„ �ORiCJ1• -6 5 O �d � GRASS � . . .• � _^ . . r . • ,' . (/� OO h ca�vcllErE --_ I . ui+r • ' o---- i w , I coNCReTe • •'ALK ( � ' ' �YApyr ( ` / GCI�s • '. ¢ ' . , SOO, ' FRB/NG � O AGAtS wYr C •i t V �'yl ROG•' �. ALK • .• � AIMr• GRASS A , g. T2-" A4A�s o U rY 1 a aLL I., � N•Y S. R fie• NO, 2 s.soA�2.40�� xw � 33/.s?' l.W 5 ) i T4.00— "-..pies A SURVEY OF PROPERTY CERTHE I IEDt A T SOUTHOL D �)D • b•7'000S CHIC O F TJTLE INSURANCE COMPANY NK OF OF N'� , SOUTHOLD � 1 �0 � TO WN �- • SUFFOLK COUNTY N. Y. '•` r���r`' � . l000- 61 - 01 - 12.2 & 13 •h SCALE: 1" - 30' C' ff ;j JAN. 14, 1988 V! ANY LTERATION OR ADDITION TO SURVEY IS A VIOLATION �•' � ' JAN. 3 ' 2001 OF sE my 7209 OF THE NEW YORK STA TE EDUCA TION LAW. yc3.4 £7►"CEP AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS . NO. 49618 Oct. l8, �00I (CERTIFICATIONS ADD EDI MERE ARE VALD FOR TN►S MAP AND COPIES THEREOF ONLY F A, c Aug. 24 2010 (new septic system) SAID MAP OR COPES BEAR THE NPRESSED SEAL OF THE SURVEYOR ECON/C Sep7. 8, Z010 (odeflotts) W'HOSEIMVATUIRE APPEARS HEREON. (63I) I C - 5020 FAX 163I) 765 - 1797 AREA = 3. 1482 ACRES ADDITMALLY TO COWLY WITH SAID LAW THE TERM 'AL TERED BY' A O. BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY 1230 TRAVELER STREET OF AN OTHER SURVEYOR'S MAP, TERMS SUCH AS 'INSPECTED'AND SOUTHOLDt. N..Y. 11971 • + vmpw - TO - DATE'ARE NOT IN COMPLIANCE WITH THE LAW , r NOTICE: PROJECT INFO THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS r AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARK tti # "e. A. MANCINI, AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN L PART, BY ANY PARTY WITHOUT THE EXPRES`.SED WRITTEN CONSENT OF MARK A. ' W ANY USE OF THIS DRAWING FOR ANY OTHER s 5 i gj a P �£ ... ... MANCINI, AIA. INFRINGEMENTS OR A r IAIL " LLAI tALU F SU H u" L 1")` PURPOSES WILL BE PROSECUTED TO THE FU LL EXTENT OF CRIMINAL AND CIVIL LAW. s' `� LU k'".r "'< •',':..•r„ +# . „N�y PA fM .:r �y"`.-0` rh'„ Q GENERAL NOTES * d ;H, r ' }`.Um4tl�Y `'4 rMj- . 5335 25, NY 11911 4643 o 1) ALL CONSTRUCTION SHALL C0MPLY WITH ALL APPLICABLE PROVISIONS OF THE 2001 BUILDING CODE OF NEW YORK STATE, AND BUILDING d ZONING CODES OF THE LOCAL GOVERNING TOWN OR MUNICIPALITY. x IN rHE CODE SHALL BE ADHERED TO AS IF GALLED FOR OR SHOWN ON THE DRAWINGS. ANY REQUIREMENTS SET FORTH ON THE DRAWING MORE STRINGENT THAN CODE ARE TO BE �R.OJECT LOCATION .• z 17 y. 4T S ', 5 0- N �o REQUIREMENTS SPECIFIED n FOLLOWED AND NOT MODIFIED WITHOUT THE ARCHITECT'S PERMISSION. WORKMANSHIP SHALL CONFORM TO THE BEST ACCEPTABLE STANDARDS FOR THE TRADES INVOLVED. �' / rt S.C.T.M. : 10 0 O' 'O 2.2 3 _ . . . C = 2) THE CONTRACTOR SHALL MAKIE ARRANGEMENTS WITH THE CONSTRUCTION MANAGER FOR THE DESIGN AND MODIFICATION OF ALL MECHANICAL AND ELELAJ CTRICAL EQUIPMENT. o^o = oe SCOPE OF WORK: INTERIOR ALTERATION OF 3,240 S.F. a Q N 3) ARCHITECTURAL SERVICES FOIR THIS PROJECT ARE LIMITED TO THE PREPARATION OF THESE PLANS (GENERAL CONSTRUCTION PLANS) CONFORMING WITH THE BUILDING CODE REQUIREMENTS. THE ARCHITECT {R^' �,k ' o Q z THE ARCHITECT, IN WRITINdCa �„b:n 5• � � a � ' t �:`'3 ~ z IS AVAILABLE TO THE OWNER OR SUB-CONTRACTORS FOR CONSULTATION REGARDING THE INTENT OF THESE PLANS. ANY DEVIATION FROM THE PLANS SHALL BE REPORTED TO E CHIT R E OWNER: FHV,ll(. 53095 ROUTE 25. P0. BOX 1409.SOUTHOLD,NY 11971 PRIOR TO COMMENCEMENT OF THE WORK. 4) ALL WORK SHALL BE EXECUTIED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF WORKERS AND THE PUBLIC. BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE `°" x ARCHITECT: MANCINI ARCHITECTURE PLL(. 222 MIDDLE COUNTRY RD. SMITHTOWN NY 11787 o = Q WITH WITH THE AUTHORITIES HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. ALL EMPLOYEES OF ALL CONTRACTORS SHALL BE OF LEGAL WORKIMG STATUS AND HAVE THE PROPOR INSURANCE INCLUDING DISABILITY AND WORKMANS COMPENSATION. LESSEE: MICHELANGELO OF SOUTHOLD,INC. Z o ^ W 5) CONTRACTOR SHALL VERIFY ,ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK, OBTAIN ALL DIMENSIONS TO INSURE PROPER STRENGTH, FIT AND LOCATION OF STRUCTURAL WORK± AMD Z r eh N REPORT TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR EFFECT PROPER EXECUTION AND COMPLETION OF THE NEW WORK. THE ARCHITECT IS TO BE NOTIFIED OF ANY AND AILL N �o W 3 +� ce CHANGES. 8�Ir o 6) THIS BUILDING SHALL CONFORM t0 THE AMERICAN NATIONAL STANDARD FOR BUILDINGS, AND FACILITIES. PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE, ANSI All�.l-19S98 _ ° „� f�- a -' AND THE AMERICANS WITH DISABILITIES ACT OF 199a. ALL COMPONENTS OF THIS BUILDING, WHETHER EXPLICITLY STATED OR NOT, SHALL BE BARRIER FREE DESIGNS AS REQUIRED FOR PHYSICAL ��j8°23'2Q>�� ^ =� a v HANDICAPPED ACCESSIBILITY. 2E�.01' _ r, LU ce "I) CONTRACTOR SHALL REPAIR ,ALL DAMAGED AND DISTURBED SURFACES AND AREAS TO THEIR ORIGINAL CONDITION, RESULTING FROM CONSTRUCTION, IN EXISTING AREAS. O O 8) CONTRACTOR SHALL VISIT TN+E SITE. DURING THIS TIME THE CONTRACTOR SHALL MAKE NOTE OF THE EXISTING FINISHES AND WORK REQUIRED TO MEET THE REQUIREMENTS OF THE DRAWINGS AHID N I O ---- I _ o SPECIFICATIONS. THE BID SHALL INCLUDE ALL WORK AND SCHEDULES AS REQUIRED IN THESE DOCUMENTS. cYl cYl O O ------------------� . (V ASPHALT m 9) CONTRACTOR SHALL PROVIDE ALL NECESSARY, TEMPORARY AND/OR PERMANENT SUPPORT, BRACING, SHORING, ETC.. AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. O t�l 1 ) CONTRACTOR TO ALIGN ALL NIEW CONSTRUCTION WITH EXISTING WALLS AS INDICATED. PATCH EXISTING SURFACES AS REQUIRED TO A SMOOTH FINISH WITH ADJACENT NEW CONSTRUCTION. I ,a R R 1-1/2 STORY FRAME 11) WORK WHICH REQUIRES PATCHING SHALL BE DONE WITH THE SAME MATERIALS AND IN THE SAME MANNER AS ADJOINING WORK, UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. ALL DUE PRECAUTIONS SHRILL I BUILDING BE TAKEN TO ENSURE BONDINdG OF OLD AND NEW WORK. JOINING BETWEEN OLD AND NEW WORK SHALL BE A SMOOTH CONTINUOUS FINISH TO ELIMINATE ANY VISUAL EVIDENCE OF JOINING. 12) CONTRACTOR SHALL PRESENIT THE BUILDING TO THE OWNER FOR ACCEPTANCE CLEAN AND READY FOR OCCUPANCY. ALL DEBRIS IS TO BE CONTAINED IN DUMPSTERS OR TRUCKS AND CARTED AWAY FROM Vk THE SITE. CONTRACTOR IS RESPONSIBLE FOR LEGAL DISPOSAL OF ALL ITEMS TAKEN FROM THE SITE. 13) RENTAL CHARGES, SAFETY, Pi�OTECTION AND MAINTENANCE OF RENTED EQUIPMENT SHALL BE THE CONTRACTOR'S RESPONSIBILITY. O cil 14) CONSTRUCTION SAFETY INCLUIDING CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY SHALL BE THE GONTRACTOfRS RESPONSIBILITY. 15) ALL MATERIALS USED TO COM'IPLETE RENOVATION WORK ARE TO BE NEW. NO SALVAGED MATERIALS MAY BE USED. N/F OF U-6- I&) THE CONSTRUCTION MANAGER' WILL SECURE BUILDING PERMIT, ARRANGE FOR REQUIRED INSPECTIONS, AND PERMITS REQUIRED BY THE MUNICIPALITY FOR THE CERTIFICATE OF OCCUPANCY. CONTRACTOfRS POSTAL 5EFVIGE w WILL NOTIFY THE CONSTRUCTION MANAGER IN WRITING WHEN AN INSPECTION WILL BE REQUIRED TO CONTINUE OR COMPLETE THEIR WORK. I I I 0 1-1) ALL DEMOLITION WORK TO BE: RESTRICTED TO AREAS SHOWN ON THE PLAN. CARE IS TO BE TAKEN NOT TO DISTURB ADJACENT WALLS, CEILINGS, OR STRUCTURES TO REMAIN. I w 18) ANY STRUCTURAL MEMBERS ENCOUNTERED DURING DEMOLITION ARE TO REMAIN UNLESS DIRECTED TO BE REMOVED BY THE ARCHITECT. PROVIDE TEMPORARY SHORING OR SUPPORTS AS REQUIRED. I O O 19.) PROTECTION OF EXISTING HOUSE AND UNDERSTANDING THAT OCCUPANCY WILL CONTINUE THROUGH MOST OF THE CONSTRUCTION WILL BE THE REQUIREMENT OF ALL CONTTRACTORS. O O ASPHALT FINISH NOTES cn GYPSUM BOARD " IN' I I 0 Z 1) GYPSUM BOARD SHALL BE 5/'8" THROUGHOUT UNLESS NOTED OTHERWISE ON THE DRAWINGS OR SPECIFICATIONS. FASTEN AT 8" O.C. FOR WALL APPLICATIONS. METAL CORNER BEADS SHALL BE USED AT 4LL I 1�_ OUTSIDE CORNERS. ALL JOINTr6 SHALL BE TAPED, SPACKLED AND SANDED SMOOTH, POLISHED AND READY FOR PAINTING. cc 2) GYPSUM BOARD IN RATED WALLS INDICATED ON THE PLANS SHALL BE 5/8" TYPE "X" GYPSUM BOARD AS REQUIRED BY CODE. I ' !I —' N NHS°23'2�"� 1��.Q>S FL� —II o 3) GYPSUM BOARD SHALL BE ,AS MANUFACTURED BY GEORGIA PACIFIC, OR APPROVED EQUAL, AND SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. NO I .�. "� v Z SUB-STANDARD GYPSUM BOAIRD WILL BE ACCEPTED. —I O 4) IN WET AREAS AND UNDER CEFAMIC TILE WALL FINISHES, USE -1/16" WONDER BOARD INSTALLED IN ACCORDANCE WITH MANUFACTURES SPECIFICATIONS. ; 1-STORY I ca LLI > ASPHALT i FRAME �31 PAINTING BUILDING I L 1) GYPSUM BOARD WALLS SHALL RECEIVE ONE COAT OF PRIMER SEALER AND A MINIMUM OF TWO COATS OF LATEX WALL PAINT UNLESS NOTED ON THE DRAWINGS. APPEARANCE RATHER THAN NUMBER OF 0 GOATS DETERMINE ACCEPTANCE OF FINISH SURFACE. PAINT SHALL BE BY BENJAMIN MOORE, OR APPROVED EQUAL. COLOR AS SELECTED BY THE OWNER FROM MANUFACTURER'S STANDARD GOL(OR SELECTIONS. I OI PLUMBING NOTES I � e 1) ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES HAVING JURISDICTION. ANY WORK NOT SUBJECT TO APPROVAL OF THaE �/ I I O�I C4 AUTHORITY HAVING JURISDICTrION SHALL BE GOVERNED BY THE NATIONAL PLUMBING CODE. THE COUNTY HEALTH DEPARTMENT AND BEST COMMERCIAL PRACTICES. � - 1-STORY I 6► O FRAME i � O U_ (� ONSI E FOR FAMILIARIZING HIMSELF WITH ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 'd BUILDING ; I OI a � z m o 2) CONTRACTOR SHALL BE RESfP BL I 1-STORY w_ Z Z w_ LU LU 3) THE PLUMBING CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR HIS WORK AND SHALL GUARANTEE THE WORK OF HIS CONTRACT FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION OF H11I5 O CV I ASPHALT FRAME Uj Z: ~ O a a O 11J WORK. Q (P 4) THE PLUMBING CONTRACTOR SHALL CONSULT AND COOPERATE WITH THE GENERAL CONTRACTOR, HEATING AND VENTILATING CONTRACTOR, ELECTRICAL CONTRACTOR, ETC. IN ORDER TO AVOIIID INTERFERENCE DURING INSTALLATION OF PIPING, EQUIPMENT. ETC. L=_J Z, 5) UNDERGROUND SANITARY DRAINAGE AND VENT PIPING WITHIN BUILDINGS SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. 1-1/2 (o) SANITARY DRAINAGE AND VENT PIPING ABOVE GROUND WITHIN BUILDINGS SHALL BE HUBLE56 CAST IRON SOIL PIPE. STORY I O TU FRAME _ -1) WATER DISTRIBUTION PIPING WITHIN BUILDINGS SHALL BE COPPER PIPE OR COPPER TUBE TYPE L. COPPER TUBE INSTALLED ABOVE GROUND SHALL BE OF HARD TEMPER. USE TYPE K BELOW SLAB. Q BUILDING 8) CONTRACTOR SHALL FURNISH AND INSTALL ALL INSULATION REQUIRED TO MINIMIZE HEAT GAIN AND LOSS, AND PREVENT CONDENSATION ON PIPING SYSTEM. INSULATION SHALL BE FIBERGLASS 1" THICK. LU 1-1/2 STORY 1-STORY O O 1. ALL NEW VALVES SHALL BE Fr41RBANKS 125 PSI OR APPROVED EQUAL. L FRAME FRAME I � - BUILDING BUfLDINCx (B) ALL PLUMBING FIXTURES SHALL BE AMERICAN STANDARD OR APPROVED EQUAL AND SHALL BE OF THE WATER SAVER TYPE. O I 1-1/2 STORY 1-1/2 STORY I O FRAME FRAME O z 10) PROVIDE ALL EXCAVATION AND BACKFILLING OUTSIDE AND INSIDE THE BUILDING REQUIRED TO PROPERLY INSTALL THE WORK UNDER THIS CONTRACT. CONTRACTOR SHALL PERFORM ANY AND ALL TE676 1n BUILDING BUILDING J THAT MAY BE REQUIRED BY ILOCAL MUNICIPALITY , UTILITY, OR OTHER GOVERNING BODY, BOARD, OR AGENCY HAVING JURISDICTION. Z \S) W ILI 11) CONTRACTOR SHALL PERFORM ANY AND ALL TESTS THAT MAY BE REQUIRED BY LOCAL MUNICIPALITY, UTILITY OR OTHER GOVERNING BODY, BOARD OR AGENCY HAVING JURISDICTION. Q f Z >' L Z Z / Z N 12) ALL WATER PIPE INSTALLED ;SHOULD BE TESTED HYDRO-STATICALLY TO 100 PSI FOR A PERIOD OF TWO HOURS IN THE PRESENCE OF THE OWNER. 13) PROVIDE VACUUM BREAKERS ON ALL SUBMERGED AND/OR POTENTIALLY SUBMERGED WATER INLETS. �� 14) ALL PLUMBING FIXTURES CON>tNECTED TO THE SANITARY DRAINAGE SHALL BE PROVIDED WITH AN APPROVED "P-TRAP" FOR SELF CLEANING. I ASPHALT I m O WITH A A 1STING O APPROVE[) QUI M NTS AND SHALL BEAR THE LISTING OR APPROVAL SEAL OF A RECOGNIZED TESTING AGENCY SUCH AS AMERICAN GAS C 15) ALL GAS EQUIPMENT SHALL (COMPLYG L R PPR ED RE RE E ASSOCIATION LABORATORIES, INC. INSTALLATION OF GAS EQUIPMENT AND PIPING SHALL BE IN ACCORD WITH THE APPLICABLE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) CODE AND THE RULES AMID q REGULATIONS OF THE LOCAL GAS UTILITY. I 1-1/2 STORY Uj ~ Z SUBJECT BUILDING BUILDING ` u o 16) FABRICATE AND INSTALL GAS PIPING IN ACCORDANCE WITH AGA AND N.F.P.A. STANDARDS. EXISTING 2-STORY I w f- BRICK RESTAURANT I PROPOSED 3,240 SF. 11j Q 11) PLUG EACH GAS OUTLET, INCLUDING VALVES WITH THREADS PLUG OR CAP IMMEDIATELY AFTER INSTALLATION OF GAS PIPING AND RETAIN UNTIL CONTINUING PIPING, OR EQUIPMENT CONNECTIONS Af�E I INTERIOR ALTERATION j O V w COMPLETE. SHEET NO. ELECTRICAL NOTES °' I N ------------------� Cf� 1) PROVIDE ELECTRICAL POWER 'TO ALL FIXTURES, APPLIANCES, SWITCHES, OUTLETS, LIGHTING, ETC., SIZES AND INSTALLATION AS REQUIRED BY CODES HAVING JURISDICTION, AND IN ACCORDANCE WITH LIP4 P BRIGIG 8021CK N "� REQUIREMENTS. CONTRACTOR SHALL PROVIDE FIRE UNDERWRITERS CERTIFICATE AT CONCLUSION OF WORK. A LICENSED ELECTRICIAN SHALL DO ALL WORK. AVMCs CiRASS GR� SASS --- 2) ALL ELECTRIC WORK TO BE DONE BY A LICENSED ELECTRICIAN IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND APPLICABLE NEW YORK STATE AND LOCAL CODES. 560-5-poOlIw -74.001 3) ALL FIXTURES, SWITCHES, OUTLETS AND DEVICES USED ARE TO BE U.L. LISTED AND APPROVED. CONTRACTOR TO OBTAIN UNDERWRITERS CERTIFICATE AT COMPLETION OF PROJECT. M A I N R O 4 � 4) ALL SERVICE TO BUILDING TO REMAIN. ANY REMOVED ELECTRIC APPLIANCE OR CIRCUIT TO BE REMOVED COMPLETELY BACK TO BOX. REBALANCE CIRCUITS AT PANEL. (N.Y.S. ROUTE 2 E✓.) 5) ALL LIGHING TO BE ON DIMMERS i�LOT f LAN `7 NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARK A. MANCINI, AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A. MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. NEW YORK STATE UNIFORM CODIE PROJECT COMPLIANCE REVIEW SHEET Section 703.3-Smoke barriers are not applicable to this work. Secction 601.2-An existing building and portion thereof shall be not altered such that the existing Project: Section 502.2-Glazingin hazardous zardous locations shall Comply with the safety glazing requirements of the Section 703.4-Interior finish fire ratings are to comply with the 2010 building code NYS sections 803 building becomes Tess safe then its existing condition. BCNYS.Exception-glass block walls,louvered windows and jalousies with like materials and historical Michelangelo's Restaurant,53345 New York 25(Main Road)Southold,New York 11971-4643 and 804.As per section 803.4.1,fire rated ceiling materials shall be attached directly against such Excception-Where the current level of safety or sanitation or is proposed to be reduced,the portion glazing per Section 1102.5 may be replaced in kind. construction or to furring strips not exceeding 1.75"applied to such surface. Intervening space shall be alteered shall comply with the requirements of the BUILDING CODE NYS.The existing space has 3 exits. r SCTM#473889 Section 61 Block 1.Lot 13.1 filled with inorganic or class A material or fire blocked at max 8 feet in an direction as per section 717 SECTION 503 FIRE AND LIFE SAFETY Y p Onie from the kitchen and two from the pizzeria/bar/dining shared areas.In the alteration and 010 New York State Uniform Reviewed for compliance by SK Consulting,Stefan Kahl,NYS NYSBC.Section 803.4.2 requires drop ceilings to be class afire rated.Section 803.5 requires walls and reconfiguration of the space,the two exits must remain as per BCNYS section 1019 and table 1019.The Section 503.1-Repairs done in a manner that maintains the level of fire protection provided.This C Official ceilings to have a class C fire rating.Section 804 requires interior floors to have a class 2 fire rating in prmposed occupant load including standing space is 213 people.I to 500 requires 2 exits.A single exit is Section along with Section 602-3-The altered ceiling between the restaurant and apartments shall Certified Code Enforcement Official NY0007713(0692-72466) exits and all other areas are to have certification for DOC FF1"pill test". Section 803.E textile coverings nott permitted where the occupant load is over 49 for"A"occupancies.As such,this exit in the dining maintain the ex€sting fire separation for minimum comp!€ante w€th this section. (Town of Southold Code review was not done.) and expanded vinyl coverings are not permitted unless the work area is fire sprinkled, romm by the bolter room must remain. Section 503.2-No foam materials will be used. Scope: Renovations and alterations for existing restaurant per architect.This includes updating the Section 703.5-Guards are not applicable to this work. Secction 601.3-Not applicable as project is not in flood zone. ��. g P P g pP� P 1 Interior and the bathrooms for NY'S Code and ADA compliance.The exterior is to be renovated by adding SECTION 704 FIRE PROTECTIONS Section 503.3-Carbon Monoxide alarms per FCNYS are not required.SEtCT10N 602 BUILDING ELEMENTS AND MATERIALS new entrance door and removing existing windows and replacing them with new French doors.It is also to add a new walk-in box and storage shed to the back of the building. It is also proposed to -Through- 704.2.5-fire protection Section 504.1-Means of egress repairs are not applicable. Section 704.2.1 Throu Secction 602.1&60.2.2-for interior finishes see section 703.4. proposed g g. p p p systems requirements are not applicable to add outdoor seating areas in the front of the building.The existing pizza,bar and dining areas are to be proposed work under these sections. Exits and corridors are not shared by more than one tenant within Section 5051-Accessibility provided under Section 605.2 demolished. the work area. Section 602.3-Materials and methods of all new work shall comply with NFPA 70,BCNYS,ECCCNYS, SECTION 506 STRUCTURE The existing building has a restaurant on the first story(A2 use)and apartment on the second story(112 Section 704.3-Stand pipes are not applicable to this work.Work area Is at grade. MCMYS,PCNYS,as appl€Cable.See section 701.3. Thee new kitchen hood shall comply with Sections 505,506,and 507,See mechanical drawings for details Section 506.1-No seismic provisions as the building is built prior to January 1,2003. or R3).See Existing Building Code Section 401.3. Section 704.4-Alarms are not required by the EBC for A2 occupancy.p cy• exhiausts,ducts and calculations. Kitchen hoods shall be provided with fire suppression systems as per SECTION 507 ELECTRIC The building is in the municipality tof the Town of Southold.The Town does not have MRLS(more SECTION 705 MEANS OF EGRESS. Requirements of this section need only to be complied with If the secttion 509.All new doors shall be handicapped accessible with appropriate hardware and opening restrictive local standards)approved by the State of New York Codes Division.The Town of Southold is in exits are shared by other tenants with the subject work area.Since the subject work area has its own forcce as per the building code of NYS.Panic shall be provided on new doors and hardware shall be at 36" Section 507.1-Electrical,existing material may be replaced in kind.a one hundred twenty mile per horur wind zone as per the wind maps in the 2010 NYS Building ode. exits this section is not applicable to the proposed work. to 418"above finish floor.Exit signs and directional signs shall be provided as per the Building Code of Section 507.1.1-Receptacle replacement shah comply with pp 1 applicable requirements of Section 406.3 NYSS. Exit sign is not required at the main door. As an existing building with new cmnstruction proposed,the 2010 NYS Existing Building code(and . . (D)of NFPA 70, SECTION 706 ACCESSAB1LfiY. Secttion 60231-FGCNYS,only Chapter 3(general regulations)except Sections 303.7 and 306,all of Property Maintenance Code and Fiire Code where cited)are the legal documents for use€n this project. (Caution-the use of this code is restricted to OWSTiNG BUILDINGS"only as defined in the EBC section Section 706.1 all new building elements and elements altered shall comply with section 605 of the EBC. Chapter 4(gas pipe)installation except Sections 401.8 and 402.3 are applicable.Sections 401.8 and Section 507,1.2-Plug fuses of the Capital Edison-base typeshall be used for replacements only where 202). See upcoming code section review. 402!3 there is no evidence of over fusing or tampering per applicable requirements of section 240.51(B)of shall only comply when the work being done increases the load an the system such that the NFPA 70 exisAing pipe does not meet the size required by the Code.Existing systems that are modified shall not Defined Work: Section 706.2-Is not applicable to this work area. regiu€re resizing as long as the load on the system is not increased and the system length is not increased Section 507.1.3-far replacement of non grounding- g type receptacles with grounding-type receptacles Under the 2010 NYS Existing Buildiing Code,proposed work shall be classified as per Section 401.1. Section 706.3-Applies to"R"occupancies only. evern If the altered system does not meet Code minimums. All of Chapter 5(Chimneys and vents)and all and for branch circuits that do not have an equipment grounding conductor in the branch circuitry,the of Chapter 6(specific appliances)are applicable. grounding conductor of a grounding-type receptacle outlet shall be permitted to be grounded to any Section 402-Repairs must comply,with chapter 5. SECTION 707 STRUCTURAL accessible point on the grounding electrode system or to any accessible point SECffl0N 603 FIRE PROTECTION an the round'grounding P The plans note that existing bearing walls below the second story back wall are to be removed.The electrode conductor in accordance a with Section 520.130(C)of NFPA 70. Section 403--Level 1 alteration must complywith Chapter 6, location of this wall is at the existing toilets and possibly across and above the kitchen.The archway Secttion 603.1-Fire Protection see Section?fl4 except as required for new kitchen hoods. Section 404-Level 2 alteration moist comply with Chapter 6&Chapter 7. Section 507.1.4-Is not applicable as it is not 12 Occupancy. from the pizzeria to the new bar and dining room Is to be enlarged.The existing front windows and Secttion 603.2-Not applicable to this work area. Section 405-Level 3 alterations miust Comply with Chapter 6,7&8. bulkheads are to be removed.See structural drawings for compliance with these sections. Section 507.1.5-the grounding of appliances,frames of electric ranges,wall mounted ovens,counter Level 1-Removal and replacementt or the covering of existing materials,elements,equipment or Section 707.1--Reconfigured space subjecting portions of the building to higher gravity loads must SECiriON 604 MEANS OF EGRESS See section 601, mounted cooking units,clothes dryers and outlet or junction boxes that are a part of the existing branchc€rcuit for these appliance fixtures using new materials,elements,equipment or fixtures that serves the same purpose. conform to chapter 16 of the Building Code of NYS.See structural drawi s shall be permitted to be grounded to the grounded circuit conductor in drawings. SECTfION 605 ACCESSABILiTY accordance with Section shall of NFPA 70. SECTION 508 MECHANICAL, Level 2-Reconfiguration of the spaice,the addition of any door or window,the reconfiguration or 4 Section 707.2,707.3-Applies to the work proposed.New structural members will be required to comply Section 605.1-New toilets'entrance interior route,seating and elements shalt comply with Chapter 11 Existing mechanical re p y p systems undergoing g repair shall not make the building less conforming then it was extension of any system,or the inst~aliation of any additional equipment. with the Building Cade of NYS for structural design and material compliance. of the Building Code unless technically infeasible. before the repair was undertaken. Level 3 The defined work area exceeeds 50%aggregate area of the building. Section 707A.1-Applies to the work proposed.The existing structural members effected by the Section 605.1.1-Entrances.Altered entrances are not required to comply unless required by Section Section 509 PLUMBING Section 406-Change of Occupancy:. alteration and work must comply with the Building Code,unless the stress is not increased by 5%. 605.2. Section 407-Additions Section 707.4.2-This section is not applicable to the work. Section 605.1.2-No elevators. Section 509.1-Plumbing materials and supplies shall not be used for repairs that are prohibited in thePCNYS Section 408-Historic buildings. Section 707.4.3-This section is not applicable to the work. Section 605.1.3--No lift p platform s. Section 509.2-Water closets that are replaced shall have a maximum water consumption flow rates Section 409-Relocated buildings. SECTION 708 ELECTRICAL Section 605.1.4-No ramps. and quantities shall be 1.6 gallons(6L)per flushing cycle.Exception-blow out design water closets 3.5 Dining areas are not required to be accessible where the same service is provided on n-..on gallons(13L)per flushing cycle. Section 708.1-All new electrical equipment and wiring is to comply with EBC Section 602.3. Section 60515 Dii Compliance: Section 708.2-Level 2 alterations in A occupancies shall have existing electrical upgraded as per grade levels and outdoors.No raised or sunken areas will be provided. NEW CONSTRUCTION The scope of work will require compliance with the 2010 EBC CHAPTERS 6,7 and repairs only. See end of review for the NY State Uniform code compliance for the new walk-box and storage shed. Chapter 6. Section 605.1.6 to.8.Not applicable to this work area. New construction shall comply with the 2010 NY State Building Code. Section 708.3-This section is not applicable to the work. The new walk-box shall comply with section 1101.2 Factory-built equipment and appliances. Chanter 7 Chapter Breakdown: Sectiorn 605.1.9-Male and Female handicap toilets are being provided, Listed and labeled self-contained,factory-built equipment and appliances shall be tested in SECTION 709 MECHANICAL SYSTEMS Section 701.2-Must also comply wiith Chapter 6. Sectiorn 605110. . work area, accordance with UL 207,412,471 or 1995. Such equipment and appliances are deemed to Not applicable to this if e' installed in Section 701.3-All new canstructioni,elements,components,systems and spaces shalt comply with the Sectiorn 605.1.11 Door t Section 709.1-Mechanical systems.Reconfigured spaces shall Comply with the Mechanical Code of - h meet the design, manufacture and factory test requirements of this cod thresholds are provided at a height of no more than one half inch with beveled accordance with their listing and the manufacturers installation instructions. es..NYS.Exception,existing mechanical equipment and ventilation systems shall comply with Section 709.2. eel 2010 Building code NYS. g The proposed shed shall be constructed in accordance with the NY State Building code Exceptions: ' Section 709.2-Existing mechanical equipment shall provide not less than 5 cubic feet per minute Section 605.2-Alterations to areas containing primary functions applies.Pizzeria bar and dining room Chapters 16 through 23. See construction plans for compliance, Since the exterior walls of the (CFM)(.0024m 3/s)per person of outdoor air and not less than 15 CFM(.0071m 3/s)of ventilation per are primary functions.The route to the areas including toilets or drinking fountains shall be accessible. building are of masonry construction and the existing building is type lllb construction, the shed 1. New windows are not required to comply with the light and ventilation requirements of person;or not less than the amount of ventilation air determined by the indoor air quality procedure of Exception 1-the cost of providing the accessible route is not required to exceed 20%of the cost of the will have zero lot line clearance in accordance with sections 704.3, 602 and table 602. For a the building code. ASHRAE 62. alterations affecting the area of primary function.Exceptions 2 thru 4 do not apply to this work area. distance of less than b feet for all types of construction for S1 worst case the existing building 2. New electrical work shall ccoriply with Section 708 of the EBC. wall shall have a minimum fire rating of 2 hours. See plans for compliance, 3, Dead end condors in new,spaces need only to comply with Section 705.6 Section 709.3-Noxious odors and fumes shall be removed from their source.The new kitchen hood and SECTION 606 STRUCTURAL 4. New spaces shall have a miinimum ceiling height of 6'-8',6'-4"under beams and toilet exhaust fans will require compliance with the Mechanical and Fire Codes. drops less than 30%of the floor area. Not applicable as there is no new mechanical equipment which is supported by the building and there See plans for compliant headroom.Tfhe new front entry door and all new doors within the work area SECTION 710 PLUMBING will be no reroofing, shall comply with the BCNYS section:1008(all)Including 36"width,panic hardware for the exit doors,''/:" Section 7101-Minimum required plumbing fixtures shall comply with the Plumbing Code of NYS if the inch thresholds,handicapped hardwaare,and hardware height of 34"to 48". occupancy load of the proposed working area is increased by 20%.The calculated occupancy load SECTION 607 ENERGY CODE-SEE SECTION 711 Section 702.1-Special use and occulpancy. This section does not apply to the work proposed. derived from the plans,provided by the Architect yieids 213 people.Even using the new Plumbing Code SECTION 608 REROOFING-Not applicable as reroofing is not proposed. SECTION 703 BUILDING ELEMENTS would still only require one water closet and one lavatory for the new male and female toilets. CHAPTER 5-REPAIRS _SECTION 711 ENERGY CODE Section 703.1-Building elements ancd materials shalt be limited to level 2 work areas and beyond where Section 501.2-New materials are to comply with the BCNYS.The use of like materials are committed,if specified in this code,See plans for ncew construction and materials, Section 711-New work in the existing building shall comply with the NYS Energy Conservation no hazard to life,health or property is created.The work area complies. Construction Code Section 101. Section 501.3-the work proposed shall not make the building less conforming then it was before the Section 703.2-Existing vertical openiings are not required to Comply with sections 703.2.1,703.2.2 and 703.2.3.Since there are no vertical openings(enclosed stairs)within the work area this section does not Chanter 6 Alterations Level 1: repair was undertaken.See Section 705. apply. SECTION 601 GENERAL Section 502.1-Building elements and materials which are hazards are not permitted such as asbestos and lead based paint. NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED [BY, AND THE SOLE PROPERTY OF, MARK A. MANCINI, AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A. Z MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER ... PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. , W CD z W Q DEMOLITION NOTES z z _1 o 1) REMOVE EXISTING WALL AND ALL ASSOCIATED a s �N VMATERIA S COMPLETELY. PATCH AND MATCH ADJACENT 0 0 N fl - N COORDINATE WITH DRAWINGS E S AS QUI GOO SURFACE RE RED. iaD E DRA G SNOWING NEW WORK W ao F- -- — v 2) REMOVE DOOR AND FRAME. PATCH TO MATCH EXISTING -I Q ADJACENT FINISN S/SURFACES UUHERE APPLICABLE. t. v o Q z EI t, .'� z c 6]C Z z ISH OWN O SU 00 - - - D- 3) REMOVE EXISTING FLOOR FIIW D T BFL R 1 � • - - 1.. Z /\ _ ,17.5`, AND PREPARE FOR INSTALLATION OF FINISH MATERIALS. r - f'`J =r= c� o Q he o t- r r .. �') MO EXISTING CEILING SIYST M IN ftS ENTIRETY — GE REMOVE E E RE ............. r _ M .r c - G _ _._. : ..._J ..,..____._.__..7-,_ _._,. 3. _ : r r• . r r -r ...._.,. )i"Y -...,_ '-:T.'_�T.-.,••..,_•-r WHERE INDICATED (SUSPENSION SYSTEM, LIGHTS, DIFFUSERS, ETC.) U TO STRUCTURE. - _E P j .4.. T r ..._.LTi..-..Z... .- .._. _.... --- - - -`��-•_T','7 'T:..t...t.__1 - _.c ..max-�- n...-Lv ( ■ 5) REMOVE CASEWORK AND EQUIPMENT IN ITS ENTIRETY. :-; i"_-=:z T; ..._ -, r ❑ ❑ - �,-- - T- �r, _11 1I__,rf.._...;�I Ir_,..�.:.Y:. I04 � i_,-.yam..;x._ .. ,-r,,..,_..,. .i.;c......, : ..._ •,. .:'�.�_, - a:�.`�.�__,r...a.._ rtJ-r— - - ..,,..:._,..__.'_ VERIFY -"_T--7.... _;"-"__`"•..... -:-." ":.fLr!rT:;..t_t,__,J_`J .,. ':7f: „":, ,..:RC ECT TO VERI ALL ALL PLUMBING SUPPLY, WASTE LINES AND ALL OTHERS d- =, STRUCTURAL CONDITIONS UPON o P DEMO U A A A THEIR SOURCE ( Y C tL ITIES SHALL BE CAPPED OFF E R R E B P ' `�'� ,r _I r. _.,. `-_ -•-,-_-•__"--__ I__: .. Y" _. _._--.. _-_-. �- •-_•_.�_.---'_..__Y- .,_•.r -_ r_ __. ..:t ter.,:,_ _ ':.-J.'' - - - 1 .C.) PATCH AL EXPOSED SURFACES TO MATCH EXISTING .--�- T--� r _ _ ___._ _,._.__,- � ____. -r - Y_. _ _ _�: _1_'_"'� - _.,�� E P ALL P D ._ _. - - _ _ - C.,.s ADJACENT SURFACES. — EXISTING DOOR t0 BE REMOVED A OPENING PATCHED EXISTING WINDOWS TO BE REMOVED, BLOCK WALL AND ;.,•x. :.- o t0 MATCH EXISTING ADJACENT CONSTRUCTION USING BRICK VENEER TO BE REMOVED FROM SILL TO GRADE. SALVAGED BRICK FROM FRONT ELEVATION. WALL NOTE: CONTRACTOR TO SALVAGE ALL REMOVED TYPES MASONRY OPENING TO BE PREPARED FOR BRICK FOR USE AS INFILL o NEW BRICK TO BE TOOTHED INTO EXISTING. INSTALLATION OF NEW OUT-SWING DOOR (SEE SECTION, 4/D-1) " 0 EXISTING WALLS C C C WALLS i0 BE REMOVED � >. 1 I � I � I l ® NEW WALLS ELEVATION DEMO ELEVATION «FONT) HALF WALL W IRON SCREEN ,! cli � ' ; I` o (SEE DETAIL,6/A•6) S I - EXISTING PLUMBING FIXTURES TO BE REMOVED e\ (SEE NOTE 5) EXISTING CEILING JOISTSui 4 i , MEN'S TOILET O EXISTING DOCORS TO BE REMOVED j (SEE NOTE 2)' \ ui - -__ EXISTING WALL CONSTRUCTION �� _ _ = BOILER ROOM DN KITCHEN i \ - WO"IEN'5 TOILET I z O EXISTING FLOOR FINISH TO BE REMOVED ----- — — — — — — I U (SEE NOTE 3) EXISTING DOORS TO BE REMOVED I W (SEE NOTE 2) \ z NOTE: EXISTING FIRE RATING BETWEEN EXISTING WINDOW HEADER TO REMAIN, O GRONUD FLOOR KITCHEN AND UPPER I I I I / N UPON EXPOSURE OF HEADER, CONTRACTOR LEVEL APARTMENT TO REMAIN. I I I I EXISTING WALLS TO BE REMOVED t0 CONTACT ARCHITECT TO VERIFY ADDITIONAL LAYER OF 5/6" TYPE X. I I I I AS INDICATED ((tYP.XSEE NOTE U) uj ... LOADING CONDITIONS GYPUM WALL BOARD TO BE INSTALLED I I I I UPON EXPOSURE OF STRUCTURAL CONDITIONS, CONTRACTOR TO UPON NEW CONSTRUCTION I I I I CONTACT ARCHITECT TO FIELD VERIFY EXISTING STRUCTURAL O EXISTING SUSPENDED CEILING '' V ,. :' ,.' ° LOADING, PRIOR TO FURTHER DEMOLITION EXISTING HEADER II I � I z SYSTEM TO BE REMOVED IIN 8!O„ ITS ENTIRETY. ' 3 D-1 EXISTING SUSPENDED CELING TO BE EXIST. WIrDOW 0 REMOVED (SEE NOTE 4) t0 B A I m O p REPL C7p Z } m tilU 0 F•- (� m w I— u; � Z w Y — I Q O a O W I STOR. EXISTING FLOOR FINISH TO BE REMOVED DINING ROOM — (SEE NOTE 3) EXISTING WINDOW AND FRAME TO O BE REMOVED IN ITS ENTIRETY. EXISTING FLOOR FINISH TO BE REMOVED I I = MASONARY OPENING TO BE — — — — — — — (SEE NOTE 3) BAR O PREPPED FOR INSTALATION FOR NEW OUTSWfNG DOOR — — — — — — — EXISTING COUNTER TO BE I LL REMOVED O O PIZZERIA ( n zO EXISTING WALLS t0 BE I I EXISTING SLOPED FLOOR TO BE — — I ��Wee�� m q REMOVED AS INDICATED, LEVELED TO MATCH ADJACENT V J --� NEW STEEL BEAM ABOVE (SEE NOTE 1) I SURFACES I Z z Z J EXISTINCx SILL UPON EXPOSURE OF EXISTING OPENING TO BE WIDENED EXIST. WINDOW Ll O w TI— rE o (SEE NOTE I) W w +- _ 2 S STRUCTURAL CONDITIONS, I ( TO BE I Z O - Z CONTRACTOR TO CONTACT UPON EXPOSURE OF STRUCTURAL REPLACED = _ ARCHITECT' TO FIELD VERIFY I CONDITIONS, CONTRACTOR TO kE I V � 1 N UP EXISTING STRUCTURAL CONTACT ARCHITECT TO FIELD EXISTING WINDOWS TO REMOVED AND < m O w X _ EXISTING BLOCK WALL AND BRICK I LOADING, PRIOR TO FURTHER r = VERIFY EXISTING STRUCTURAL CMU TO BE REMOVED 146 INDICATED ` m � Q U_I _ VENEER TO BE REMOVED FROM I I DEMOLITIOIN _ 0 LOADING, PRIOR TO FURTHER (SEE SECTION 4/D-1) I I J WINDOW SILL TO GRADE. MASONRY N DEMOLITION F- IT luu �STALLATIO PENING TON01= NEW ORED FOR — — � I I I � I I � O � E TSWING DOOR / W L L n < Lu (CONTRACTOR TO SALVAGE ALL — — — — — _ REMOVED BRICK FOR USE AS INFILL) O = . t]. ._� to SHEET NO. EXISTING DOOR TO BE REPLACED - -- - - - - — — ---�1 ---� - GRADE (SEE NOTE 2) 4 EXISTING FLOOR SLAB _ " 0'0" D_I 2 TYP D-) EXISTING ROOF OVERHANG — — — —I ' Dm I UU,4LL SECTION � 1�0 FLAN NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BIY, AND THE SOLE PROPERTY OF, MARK A. MANCINI, AIA. THIS DRAWING MAY NOT BIE COPIED OR USED, IN WHOLE OR IN - - -.... W PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A. MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FUILL EXTENT OF CRIMINAL AND CIVIL LAW. F L TYPES ELECTRICAL LEGEND p I GROUND FAULT ELECT.OUTLET - -•, J F EXISTING WALLS DUPLEX RECEPTACLE WALLS TO BE REMOVED 41 DATA PORTNEW WALLSK:I POLE SWITCH SINGLE z Z = v HALF GALL• 130N SCREEN NOTES: v � Z � � • �t�eru.yM -WALIL OUTLETS TO BE LOCATED 12 A.F.F.UNLESS NOTED � � = nQ -SEE EQUIPMENT SPECS FOR ELEC LAYOUT IN KITCHEN AREAS ~ a- sd Q W d- Z N O% W V t o - Z N M N C4 �p W DOOR REQ'D F'ROV _ ' - o 2" '36° 2 TRAVEL DIST. MAX OV - - EGRESS PRE DOOR o 41 I FIRE r _ I r•„ U. : EXSTINCsU13HER I ''- jl tj AM 1 y -- - — FIRE r ' ♦ ;,, . ...,;.r-,;.. ;,I:: .: €. ,::; : EXSTINCsUISI_IER . ' . . ,, - - - - - - - ----- --- -- -- - TOILEBOILER ROOM T -- - - .. 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(`"h) LH 47 u I I I C 2) � - IE I 41 5 6 I I ° E I El DOOR DOOR I I = REQ'D f'ROV REQ'D PRO I I I f2'6 AFF) 10" 36" 12 36 I L _ TRAVEL DIST, TRAVEL DIST. � 0 MAX PROV MAX PROV HOSTESS �: �z V- 2m0' 68' 21a0' 45' UP �,, STATION a 3 (2) } 0-Lu O Q x e j TYfl 2 - 0 J A-4 -�o N J I -- - ----j wwl 2 = 2 Q W m O EGRESS LEGEND e 4 U O � �� � �� � N STONE TOP z In 0 o 0 0 C2) C2) C2) — � Z PATIH OF TRAVEL 2 EGRESS CRESS DOOR Q z 1'-�" DOOR Pwol 11 Fw060611 J Q Q Fworo0611 I W --1 cn r � OCCUPANT LOAD zzzz = Z O O COAOIINED OCCUPANT LOAD m / � :::E- L EXITT SIGN 4) W —7 W Z ® _ EXITT SIGN(DIRECTIONAL) 2 _ \ / \ / \ / \ i- O W EMERGENCY BACK-UP UNIT = ( «) «) I (4) I ~ O V w OUTDOOR PIZZA N 2 AREA z SHEET NO. OFOSEI) FL00FR FLAN I (2) I Li 1 OUTDOOR DINING AREA 1 �II = I'—SC/'I I 1/4 (2) C2) 1:1 E C2) I El C2) 1:1 A-3 __rl Ell NOTE FOR EaUIPI"ENT PLAN, SEE SEETS K1-K4 i --BRICK SIDEWALK _ - , . OF NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS ... AN INSTRUMENT OF SERVICE COPYRIGHTED BY,, AND THE SOLE PROPERTY OF, MARK z A. MANCINI, AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN W PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A. U5 MANCINI, AIA. INFRINGEMENTS OR ANY USE OIF THIS DRAWING FOR ANY OTHER .. Q W PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. z c7 : cm V a z REFLECTED CEILING LEGEIND J CD �.p -Q,_ CVN;4„.ad...,, V1 � W � V W_ H V 7 Q N = H CEILING HEIGHT co 4" DIA.RECESSED LIGHTIING FIXTURE v '1 '- Z oe � � p �jd CD 'j PENDANT FIXTURE(A) Q a W ~ C? V1 � Z --- Z ^ W V o i PENDANT FIXTURE(B) N o% c I Z� cr C'! �+ '^•�i CV �p W C DC O • ^ O � Q 2'x4'FLUORESCENT LIGNITING FIXTURE � a a " M OC ACT SUSPENDED CEILING;GRID p C� WALL SCONCE d EXHAUST FAN - - - - - - - - - - - - - - IS I ® EXIT SIGN - - -- - - ....--- -- - --- 4 � r✓ar 1,711 ® EXIT SIGN(DIRECTIONAIL) KITCHEN HOOD �- UP U BACK-UP EMERGENCY B - IOIT lu-' IL L m uj -I . _... , 0 O N D 1714 /2 00 3-5/8" METAL DIAL. BRACING AS TWO HOUR RATED CEILING AS PER Lu a'? UL-RATED DETAIL * 5XUVL505 - UL 2111 (TYP.) _ _STUD-(TYP.) REQUIRED - -- - ' ;_._+. ,;,.' :+;-+ I,; EXISTING FLOOR - JOIS 5/S" GYPSUM BOARD (TYP. 1 • I ��II II III \\ // II II II ( I Ii I - - � � - _ _ � :. � of �;_ - -- � - ' -- z , I I I I III I I Lj 411 ,�.: � + Iz 1 I t V) ,� Q Q. Q.. 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BRACING AS 3-5/8" METAL - _ ING AS PER L - , HOUR RATED cCE L TWO $$$$$$ I , U - T DETAIL *_ XUV 505 - U 263 (TY _J REQUIRED STUD (TYP.) - - -- - EXISTING FLOOR - 9'-(0' __ O I <t JOISTS TO REMAIN 1 9' /_II r, K� OL m � , I I I I I I \ I IIII -• W F Z \\ I UPDa — — — — — — — — — — — — — - - - - - J w - - - - - - - X 10'-2" Z O u z ! -- _ -- I II W LJlu ' LJ LJ CROWN MOULDING - - _ 4 LU - V IDARK CHERRY) I I NEW PENDANT I - LU LLl 1 r , r . I FIXTURE -ALICaN WITH I LIGHTING FI I I � m O � A-y Lu _;TABLE BELOW Lu r - - II z „ V. � � i w O �-- _ - ; , , ; ; I : , t r I , : uj , SHEET NO. I w r_ i 3CFFIT 4 CEILINrS DETAIL «) DEFLECT I) CEILING FLAN 2 1/211 = 11-011 114" = P-011 OF - NOTICE: z THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS t-- AN INSTRUMENT OF SERVICE COPYRIGHTED BY', AND THE SOLE PROPERTY OF, MARK • A. MANCINI, AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN .,. PART, BY ANY PARTY WITHOUT THE EXPRESSIED WRITTEN CONSENT OF MARK A. CD MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER ... W PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. = = L" Q= ?�'�_!N = :rE V a = O %o ma O_ CV .a. CV V1 H ... . Lai V V ce — W = N � ~ OC Q 00 = H F­ p - V LLJ _ O - Qz I V%1%�._.aj- . 1 ; — v im- = Q O - = z . 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CONTRACTOR TO WITH ALUMINUM � - - - - -- - 4 _ _-_" ___" _,T= SALVAGE BRICK REMOVED 6 PATIO FRAME DOORS FOR USE AS INFILL "; NEW 5" AZEK TRIM NEW 5" AZEK TRIM ALUMINUM - -- -i_:..= UPON EXPOSURE OF HEADER, FLASHING ___ ` CONTRACTOR TO CONTACT _ O ARCHITECT TO VERIFY ,. : ; . LOADING CONDITIONS FOFOSEE) SIDE ELEVATE ON ixi2 AZEK FACIA I - - - -- 3-5/8" METAL STUD (TYP.) BOARD - 1/4" = 1'-0" w DIAL. BRACING AS REQUIRED ___ Z . Pt BLOCKING O AS REQUIRED -, . -- - U5 5/6" SHEETROCK O z 5/8" DENSGLASS AZEK TRIM R-15 GATT INSULATION - - - - I I j A �'�' - - - ' - - - - - „ _ PT BL OCKING AS -I I : : _--_­-_I�77..,-l�,­-__:,,!-_.--'�­.-;-1-:-�'�' O m - to Z , r REQUIRED - - - - - - ' r ti _. - , :, r ; r 0 C� m : , ••-- - , ,... . ; ,_...- - F- AN SEN _ . - - - - • - --- NEW DER - r L W rr FRENCHWOOD OUT SWING , , , I_i } , I -- - a Du - II DOOR - ' 1 r , r r I 1 r I , _ - - ,----.. i , ' I : , , -. - AN - - - -- - - r ' 1 r • , . - , N ;" EXISTI G M SARt�7 ' , ,ROOF r I - I { r i` I , i t _ .ti I - - t - - = O - - : - I , , r r 1 , D , O ,'-EXISTING FASCIA (TYP.) - 0 r - - U- - - - , L_ - ' - - - - 3 _ _ - :_. - - = A z<�"t-mmmIo , N NEW AWNING' XlSIING BRICK-TO =NEW AWC+IING -.f�IEW �Wf�[WG - ---' - 1 -_ - - -- =W AWNING - - • _ - - - REMAIN I -- - - - - - - , '- - - O o -= M M - = - = _ M _ M = M NIEW AWNING r _ ' Z ° Z t, o _..�,. o N_ __ )3- AnI z : — . d Q = a = _- JD w LU ( w 4- - �' r , = D o Q -0 0 o io.. v Z I- a a - D - - - I, i y a - _ _- _- _ - O -.., -. e( .I r- w UJ Y!1 , h / - - u 0 . O V w EXISTING WINDOW TOJ EXISTING ENTRY DOOR L NEW PLANTER NEW 6'Ox1'0 TWIN NEW 6'Ox'7'0 TWIN NEW 6'Oxl'O TWIN NEW ey O N REMAIN T(O BE REPLACED FRENCH DOOR FRENCH DOOR FRENCH DOOR PLANTER 5CT ION N$EW 3'0x'1'O FRENCH DOOR (OUTSWING) (OUTSWING) (OUTSWING) SHEET NO. FUWO60611 FWO31611 111 = 1'_0 11 NEW 5" AZEK TRIM N1EW 5" AZEK TRIM NEW 5" AZEK TRIM NEW 5" AZEK TRIM NEW 5" AZEK TRIM I FfRO =O5 [D FONT ELE\/,4TION 11 = 1 0 . OF - - - - � � -------- - __ - - - i . NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THIE SPECIFIC PROJECT INDICATED, AND IS . � AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARK mm I- A. MANCINI, AIA. THIS DRAWING MAY NOT BIE COPIED OR USED, IN WHOLE OR IN = PART, BY ANY PARTY WITHOUT THE EXPRES!SED WRITTEN CONSENT OF MARK A. . LLJ MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER __ __ . :E "_ L" PURPOSES WILL BE PROSECUTED TO THE FUILL EXTENT OF CRIMINAL AND CIVIL LAW. 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GRAE BAR :36" GRAE BAR 1'-6° LW/ BAR SUPPORT 2 1-0 11 EBEYOND 01 0 1811 VERTICAL GRAB C BAR AFFROACH .42" CxRAB BAR Z IW/ BAR SUPPORT AREA O 15EYOND - F' 0 LAVATORY _ a y APPROACH 61 MIRROR ,AREA w_ 1TOILET PAPER - _ a 1'-0" FHOLDER 3'-6�� z 42" GRAB BAR W/ v) ❑ BE R ND PORT S -0 w ix � O 4"X4" POST (BEYOND) t - cz - _ Z 0 I 0 9 I' TOILET PAPER HOLDER \ eC4IN04 N PRIVAC`1' SCREEN �Zj — 0 REAR ELEVATION SIDE ELEVATION PLAN O MDF CAfP 1'-6° B U Z Z ~ w w w Y 2 400 55 1111L E 54T1-IIRO011 IDTA I L5 o o _ 3/4�, MDF TRIM 1/2 - i O a V J O (2)2X4 TiOP PLATE O 4v8" 45Xg" 4N." N 1 1 WALLGO>VERING L- c) lu - 1/2" GYSIUM BOARD m Q FIRESTOP # SEALANTr e `4 O Ln p N (BOTH VDES) } UNDERSIDE OF RATED WALLS, W m STRUCTURE SMOKESTOP 4 SEALANT SUSPENDED CEILING V W (L NON-RATED WALLSi Z p Z 2x4 STU 16 O.G. EATT INSULATION - SoOUND ff CEILING � (] �r Z D (1) LAYER 5/8" (1) LAYER 5/8" (1) LAYER S/8" W Z o Z GYP. BOARD = (n - TYPE 'X' GYP. MtL. SCUDS, 16" O.C. U.U/ TOP GYP. BOARD, MtL. SCUDS, 16" O.G. W/ COP MtL. SCUDS, 16" O.C. W/ TOP ,.[1 = BOARD, BOTH DEFLECTION TRACK l� BOTN SIDES DEFLECTION TRACK BOTH SIDES DEFLECTION TRACK �� V `r Y SIDES S m O d 2x4 SOLiE PLACE SCHEDULED FINISH SCHEDULED FINISH SCHEDULED FINISH ` p- Q- w SCHEDULED EASE SCHEDULED BASE SCHEDULED EASE i 3/4" MDF BASE f= Z J `4 SCHEDULED FLOOR SCHEDULED FLOOR SCHEDULED FLOOR w O F- Q F- V w 777�7O O = G. to SHEET NO. t"IETAL STUDS INTERIOR 1''IETAL STUDS INTERIOR C 1 IETAL STUDS e INTERIOR 1 HR. RATING - U.L. DESIGN U465 (WHERE INDICATED) DETAL SECTION I44LF = UJALL I I o FAFMTION DETAILS I 11-011 OF NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE RSOLE EDPROPERH OF,RM ARK CP z A. MANCINI, AIA. THIS DRAWING MAY NOT BE COPIED 0 ... PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT AOF N MARK A. MANCINI, AIA. INFRINGEMENTS OR ANY USE (OF THIS DRAWING FOR ANY OTHER W W PURPOSES WILL BE PROSECUTED TO THE FUILL EXTENT OF CRIMINAL AND CIVIL LAW. 0 0 0 0 0 CP v o0 d C�V irao.,Jf;:: C14 H 1 Ly W V V 43'-10" ... � oC of !— Qom v ~ LiJ v Q Q ^ ag 9'-6" �) . . . z CD c z _ > o 21'2"x7'9"x8'6"H 0 O LiJil,•ks" A W CSL C1 GYC CD 2 Lr Q CP = _ � .. o � � z �96 (n O Z W FREEZER w X C P —co Q r Z CN M N O Q N �p Lai o 0 0 cv% Q GT a " O 94 v 94 98 0 W UF-M F'1,-,A c !y-1 ZW 0=*�c J¢z 1 a W J¢ uzw y 90 0J A ^^ a Za oz"W a 4 F- ❑❑z r x m li U¢ "� L[ o W 0 0 , 94 WALK IN COOLER 94 O y.� 36 93 2" n 7'-4" N oFo �- O O O O O W 1 �, s ADA ADA o 46 TotLET BOILER ROCNA 50 54 51 52 164 55 56 57 58 59 �1 OILS 1 W BOB FISHER-765-1802 9-s 49 — s3 � 6s 68 s7 ss sz s3 so 8 s3 ss 13 70 SELF CILOSING DOOR SELF CLOSING DOORT � ANDERSON FIRE-#113 I PSP— Z PREP LI1, O PAT TURRO I 45 71 SINK° � DRws I DUAL I 44 EMI P 1 0 O U _ D � U 43 o W / ❑❑❑❑ ❑ ❑I❑❑ — — — — 74 I 61HAND N D Z ICE 40 / LID }y PLATE CAB O 42 ALn IIILLLLJJJJIIII 75 I FO= (n 73 76 W 47 47a � / \ g l \72J BREAD STA CUTLERY ETC WAITRESS I'A rT�cc �I W/i l .7.7 �C SINK 30 STATION 77 l5) l5) C5) O Z 20'2" DISHWASHING 34r 33 3/2 31 P9 28 39 38 37 36 35 41 HAND TEMP 25 23 SINKD SINK I O 27 \�4 ® I nn — / 21 1 26 85 O GG 86 IE 2) O 0 � m II (4) Z Z U W W W U O 87 I i I l ili I I 1 I di -It p -+ ° ° I IIIIIIIIII C O o ix O V . � 83 88 u I I 111 10 6 3 2 5 8 _ IE ^ 89 Q �- I/ 9 8s SINK l2) l2) l2) J HAND1 / _ [ElT 0 7 12WORAGE ® i 86 / ' ( -1 F 1 N.- (2) I II IIll I l2) l2) O 0 19 8 i 97 U. Z 0 g, DINING iz00 (2) 17 9 �, I l(o3 SEATS) 0 MD OL -0 GLASiES l i C2) W 1 Z _ El 111 1 �l cv r W I 81 � (4) (4) � I 0 — E2 DESSERT Z }� Z = 18 21 I 92 g w Q L UJ z Z _ W 13 I F V _ La 20 11 l2) l2) I I cf) Q 14 (2) i I w NO5TESS Lu UP STATION I I Z REFRIG I I w O w O 15 PIZZA I I Lu DISPLAY STONE TOP I I O O N F 0 0 (2) C2) L (2) 11 L — J 2'-5" SHEET NO. \A1 N07 : NC EXFOSED 0VEFRHEAD WASTEL INE5 OF NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS r- AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARK z A. MANCINI, AIA. THIS DRAWING MAY NOT B3E COPIED OR USED, IN WHOLE OR IN ... PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A. MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER �++ PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. z CM SCHEDULE OF EQUIPMENT & CONNECTIONS :�m z Q 0 ITEM QTY DESCRIPTION MFR. MCIDEL# H C W IW G BTUCFM HP KW AMP EL EO DR SR VLTS PH REMARKS INo o z SYMBOL CD & ABBREVIATION SCHEDULE GENERAL NOTES JB-1�F CASTERS 3/4 45M C �- 527 1 RADIANT CHARBROILER JADE SIDE SPLASH 52 cr �n �--• PLUMBING - HE,ATING ELECTRICAL 535 1 EIGHT BURNER RANGE JADE JSR-8 L. � v CABINET BASE 3/4 220M 53 ... o C OO COLD WATER HP `(` MOTOR HORSEPOWER 1 POT FILL T & S B-594 1 54 H C o^o v ~ THIS PLAN IS AN INSTRUMENT OF SERVICE PREPARED FOR THE CONVENIENCE OF THE ARCHITECT, 541 /2 H o HOT WATER kw KILOWATTS MECHANICAL AND ELECTRICAL ENGINEERS AND BIDDERS. IT IS AS ACCURATE AS CAN BE DETERMINED a z 553 1 DOUBLE TUBULAR SHELF CUSTOM 108x16 BLOCKING & HUNG BY G.C. 42" to 72"AFF W � c o ca Eo 0 HARD WIRE AT THIS DATE. WE WILL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES WHICH MAY DEVELOP BETWEEN HANG TOP OF SHELF AT 64"AFF. 55ym S O STEAM SUPPLY EL ELECTRIC LIGHT LOCATIONS OF CONNECTIONS SHOWN AND ACTUAL LOCATIONS OF CONNECTIONS OF FIXTURES FURNISHED. 1 PASTA COOKER ANETS 8 S/S BULK BSKT 563 8 S/S RD BSKTS 3/4 150M 2.0 1 120 56 R op STEAM RETURN SR SINGLE RECEPTACLE 7 1 SIX BURNER RANGE JADE JSR-6 STUB BACK `� CD Q W WASTE DR DUPLEX RECEPTACLE WHERE POSSIBLE, AND FOR FIXTURES LOCATED N FLOOR DEPRESSIONS OR DRIP PANS, ROUGHING FOR 57 CAB BASE CASTERS 3/4 165M 57 yly OC Y o � Q oe v = Ln Q CONNECTIONS TO THE FIXTURES COME OUT OF WALL OR PARTITION AT THE REAR. KITCHEN 583 2 FRYER PITCO SG14S CASTERS 3 4 110M r' Q ... �- - IW INDIRECT WASTE SW SWITCH / 58 w Q EQUIPMENT CONTRACTOR WILL FURNISH DIMENSIONED PLANS. CONNECTIONS SHOWN ARE APPROXIMATE FD FLOOR DRAIN J JUNCTION BOX 591 1 CONVECTION OVEN (SINGLE) BLODGETT ZEPHAIRE 240G "` o �* z LOCATIONS ON FIXTURES (EXCEPT WHERE OTHERWISE NOTED) AND ALLOWANCES MUST BE MADE FOR 3/4 65M 6.0 1 120 59 ZE z a in FS FLOOR SINK ® SPECIAL PURPOSE OUTLET TRAPS, VALVES, SWITCHES OR OTHER CONNECTION REQUIREMENTS. LOCATIONS OF CONNECTIONS ON 60) 1 PASS THRU TABLE CUSTOM 27x36 v r ' FFD FUNNEL FLOOR DRAIIN FIXTURES ARE MEASURED FROM FINISHED FLOORS, WALLS OR COLUMNS. 60 ;, Q N „;+ GENERAL 611 1 HAND SINK W/ SPLASH KCS KCS-HS2-SP 1/2 1/2 1 1/2 o � AFF ABOVE FINISHED FLOOR 62 2 RAISED RAIL REFRIGERATOR CONTINENTAL CPA-68 4-DRWS 13.7 1 120 62 0 DFA DOWN FROM ABOVE 63 102x14 2 3-TIER CEILING HUNG SHELF CUSTOM a W SPICE RAIL HUNG BY G.C. 63 Dow OUT OF WALL v 64 1 STEAM TABLE CUSTOM 22x36 1/2 1 1/2 35M 64 .M^p W CONTRACTORS MATERIALS t:- Lu 1 RAISED RAIL REFRIGERATOR CONTINENTAL CPA-93 6-DRWS K.E.C. KITCHEN EQUIPMENT CONTRACTOR S/S STAINLESS STEEL 65 15.2 1 120 65 G.C. GENERAL CONSTRUCTION G/I GALVANIZED IRON 66 1 FOOD WARMER HATCO GRAH-60 1.4 1 208 1 C=) 66 PLUMB. PLUMBING W/M WHITE METAL 67 1 HAND SINK W/ SPLASHES CUSTOM 24x24 1/2 1/2 2 67 ELEC. ELECTRICAL C/P CHROMIUM PLATED / / H&V HEATING & VENTILATING 68 w U 68 1 FAUCET T & S B-231 W UFO a�vM"c tr >az Be. ioc N.I.C. NOT IN KITCHEN EQUIPMEN1r CONTRACT 69 1 DUAL TEMP REACH-IN CONTINENTAL 1RF 14.0 1 120 69 WF-¢ >:no PEI(. J zm^�o, V) J A a 70 1 FIRE SUPPRESSION SYSTEM ANSUL R-102 W gf�/la wam_ma 70 ooz ��=Xm 711 1 PREP TABLE (MAPLE) ADVANCE DOS68 71 W �U¢ SCHEDULE OF EQUIPMENT & CONNECTIONS �a�E 72 1 DOUBLE TABLE MOUNT SHELF CONTINENTAL DOS68 :472 ITEM QT DESCRIPTION MFR. MODEL H C W IW G BTUCF HP KW AMP EL EO DR SR VLTS PH REMARKS 1N 733 1 PLATE CABINET CUSTOM 48x15 73 - 01 1 CONDIMENT HOLDEFR CUSTOM 16x8 01 74 1 BREAD CABINET CUSTOM 36x30 74 02 1 CABINET CUSTOM MILLWORK 02 753 1 BREAD OVEN BAKERS PRIDE P24S 10.3 1 208 1 1 TRASH COLLAR CUSTOM 12 DIA 03 763 1 WALL SHELF CUSTOM 36x14 03 75 " 1 . tir ,,` ,�•„ BLOCKING & HUNG BY G.C. 42" to 60"AFF r,` 04 1 CUP HOLDER CUSTOM 16x4 04 771 SPARE NUMBER HANG TOP OF SHELF AT 60'AFF. ::r' . 76 e 77 05 1 SODA MACHINE BY OWNER 1 2.0 1 120 05 783 SPARE NUMBER 78 06 1 DOUGH RETARDER CUSTOM 72x37 6.0 1 120 06 79) SPARE NUMBER 79 06a 1 REMOTE COMPRESS30R 3/4 1 208 1 06a 80) SPARE NUMBER 80 �- m 07 1 DOUGH RETARDER CUSTOM 72x37 6.0 1 120 07 8il 1 COFFEE GRINDER SAECO B-7142-05 12.0 1 120 81 07a 1 REMOTE COMPRESSOR 3/4 1 208 1 W 07a 82 1 ESPRESSO MACHINE SAECO B-7142-05 1/2 1 30.0 1 208 1 82 1-_ 08 LOT PRINTER BY OWNER 2.0 1 120 DEDICATED CIRCUIT BS84RKNBLLR Q 08 833 1 BACK BAR REFRIGERATOR KROWNE BS-103 6.0 1 120 83 09 LOT P.O.S. BY OWNER 2.0 1 120 DEDICATED CIRCUIT 09 841 1 1 BAR TOP CUSTOM MILLWORK 84 W 10 1 1 WALL SHELF CUSTOM 72x16 BLOCKING & HUNG BY G.C. 42" to 60"AFF HANG TOP OF SHELF AT 60'AFF. 10 853 1 BAR GUN BY OWNER 1/2 85 11 2 SNEEZE GUARD W// LIGHTS MARSAL 10.0 1 120 11 863 2 ICE CHEST W/ COLD PLATE KROWNE KR18-24-8 1 Z 86 O 12 1 DROP-IN HAND SINK W/ SPLASHES ADVANCE DI-1-10SP 1/2 1/2 1 1/2 12 877 1 GLASS STORAGE RACK KROWNE KR18-GSB1 1 � 87 13 2 MICROWAVE OVEN SHARP R-21LTF 14.6 1 120 13 1 BOTTLE COOLER KROWNE BC24-SS BC-111 883 3.5 1 120 88 N 14 1 REFRIGERATED PIZZA DISPLAY CASE MARC LUBRC-77 BC-619 7T 1 HAND SINK W/ SPLASHES KROWNE KR18-1C K-310 W 16.0 1 120 14 In L139DI K-311 1/2 1/2 1 1/2 89 15 1 COUNTER (STONE TOP) BY OWNER 15 1 SHELF UNIT 5-TIER EAGLE 18x54 90Z 16 SPARE NUMBER t6 1 THREE COMPARTMENT SINK KROWNE KR18-53C KR-311 91 0 17 1 EXHAUST HOOD CUSTOM 13'3"x66"x24" 6.0 1 120 17 92 1 DESSERT CASE FEDERAL CGR3648 9.0 1 120 92 > 17a 1 EXHAUST FAN 1990 2.7 1 208 3 17a 933 1 WALK-IN COOLER AMERICAN PANEL 21'2"x7'9"x8'6"H 10.0 1 120 LIGHTS [93 18 2 PIZZA OVEN BAKERS PRIDE Y602 3/4 240M 4 M 18 933a 1 COMPRESSOR 16.5 1 208 1 Z 19 2 SHELF UNIT x 19 933b 1 EVAPORATOR 1 0.9 1 208 1 20 SPARE NUMBER 20 944 5 SHELF UNIT 5-TIER EAGLE 18x60 94 21 1 COUNTER CUSTOM MILLWORK 21 95 1 WALK-IN FREZER AMERICAN PANEL 6.0 1 120 LIGHTS 95 22 SPARE NUMBER 22 953a 1 COMPRESSOR 13.2 1 208 1 95a 23 1 ICE CHEST DELFIELD 305 1 1 EVAPORATOR 23 95ib 1 6.0 1 208 1 95b Q 0 24 1 COFFEE MAKER BUNN CWTF15-3 1/2 13.9 1 120 24 963 2 SHELF UNIT 5-TIER EAGLE 18x48 tYJ Z m 25 1 UNDERCOUNTER REFRIGERATOR DELFIELD 406-3.5" CASTERS 5.0 1 120 25 977 1 MECHANICAL GLASS WASHER GLASS PRO AA 10.0 1 120 96 W z Z U Y W di 26 1 DROP-IN HAND SINK ADVANCE DI-1-10SP 1/2 1/2 1 1/2 26 983 1 BULK STORAGE CONTAINER BY OWNER 98 Q O w Q O = 27 1 WALL SHELF CUSTOM MILLWORK 27 Q a Q a U 99 28 1 SOIL TABLE CUSTOM 52x30 1/2 1/2 2 28 100 29 1 SLANT RACK SHELIF CUSTOM 22" BLOCKING & HUNG BY G.C. 42" to 60"AFF 29 HANG TOP OF SHELF AT 60'AFF. 30 1 MOP RACK ADVANCE K-242 BLOCKING & HUNG BY G.C. 96" to 108"AFF 30 HANG MOP HOLDER AT 108"AFF. 31 1 PRE RINSE FAUCETF T & S B-113B 31 X 32 1 VAPOR HOOD CAPTIVE AIRE 42x42 32 5 32a 1 EXHAUST FAN CAPTIVE AIRE 525 4.1 1 120 32a 0 W 33 1 DISH MACHINE W/ BOOSTER AMERICAN DISH HT-25 3/4 2 50.0 1 208 3 8 GAUGE WIRE W/10 GAUGE NEUTRAL 33 �/I Q 34 1 CLEAN TABLE CUSTOM 24" 34 ® cYl L 35 1 HOSE REEL T & S B-7142-05 1/2 BLOCKING & HUNG BY G.C. 96" to 108"AFF 35 U HANG HOSE REEL AT 108"AFF. ® N N 36 1 WALL SHELF CUSTOM 94x14 BLOCKING & HUNG BY G.C. 42" to 60"AFF J i(1 Z - HANG TOP OF SHELF AT 60"AFF. 36 cv 37 1 THREE COMPARTMENT SINK CUSTOM 94x27 1/2 1/2 2 37 111 38 2 FAUCET T & S B-231 .__ 38 � Z 39 1 WALL MOUNT POT RACK ADVANCE SW-72 BLOCKING & HUNG BY G.C. 78" to 96"AFF ( _ HANG TOP OF POT RACK AT 96"AFF. 39 Q 1" 40 1 FILTER EVERPURE EV9324-21 40 z O Z 41 1 HAND SINK KCS KCS-HS2-SP 1/2 1/2 1 1/2 41 U LL1 42 1 ICE MAKER & BIN HOSHIZAKI KM650MRH 1/2 1 7.1 1 208 1 cil U B-300-SF BIN / 42 lh N cn 42a 1 REMOTE COMPRESS30R HOSHIZAKI URC-5F POWERED BY ICE MAKER 42a Lu LINE SET -20' J 43 1 PREP TABLE W/ SIINK CUSTOM 72x30 1/2 1/2 1 2 F- 43 H Z .W.� 44 1 DECK MOUNT FAUCET T & S B-221 44 uLu H 45 1 WALL SHELF CUSTOM 72x14 45 Q U W BLOCKING & HUNG BY G.C. 42" to 60"AFF HANG TOP OF SHELF AT 60'AFF. 46 1 MIXER 60 QT. HOBART H-600 (USED) 3 1 208 3 46 a Ix O N 47 1 MOP SINK BY PLUMBER 1/2 1/2 2 47 SHEET NO. 47a 1 SERVICE FAUCET T & S B-665BSTR 47a 48 1 ELECTRIC KETTLE 40 QT. GROEN TDB-40 1/2 1/2 2 48 48a 1 KETTLE STAND GROEN TS/9-2 48a " 49 1 EXHAUST HOOD CAPTIVE AIRE 21'0"x54x24 10.0 1 120 HOOD LIGHTS 49 y 49a 2 EXHAUST FAN CAPTIVE AIRE 2475 3.3 1 1 1 208 3 49a 49b 1 TREATED MAKE UP AIR FAN CAPTIVE AIRE 1 462M 6394 14.1 1 1 208 3 49b 50 1 DOUBLE TUBULAR SHELF CUSTOM 48x16 BLOCKING & HUNG BY G.C. 42" to 72"AFF 50 HANG TOP OF SHELF AT 64"AFF. 51 1 1/2 SIZE CONVECTION OVEN BLODGETT & CASTERS DFG50 W/33"STAND 3/4 28M 10.0 1 120 51 OF NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THIE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED RY, AND THE SOLE PROPERTY OF, MARK ,., A. MANCINI, AIA. THIS DRAWING MAY NOT BIE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A. MANCINI, AIA. INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FUJLL EXTENT OF CRIMINAL AND CIVIL LAW. W W z o o � „ v a J "p o E d. CV N W L v v W co L L J M �_ C ^ V oe N _ ~ E.O. 208V 1ph 13.2A FOR REMOTE CONDENSER #95a V Q ^ '< N W � o Z Z E.O. 208V 1ph 6.OA D.F.A. FOR EVAPORATOR #95b C O ° ❑ CD W ELECTRICIANS NOTE: ELECTRICIANS NOTE: ,' .Q I.- U-% Q ELECTRICIAN TO PROVIDE SWITCHES AND STARTERS Q .,, e � O THIS PLAN SHOWS ELECTRICAL REQUIREMENTS FOR FOOD SERVICE EQUIPMENT ONLY. FOR ALL HOOD FANS AND ANY MICRO SNITCHES C w, M ~ N FOR ALL OTHER REQUIREMENTS, SUCH AS INTERIOR AND EXTERIOR LIGHTING, TOILET :• C 0% Z FACILITIES, EXHAUST FANS, WALL OUTLETS AND TELEPHONES, SEE ARCHITECTS DRAWINGS. OR RELAYS FOR FIRE SUPPRESSION SYSTEM. Z ^ W W X ALL ELECTRICAL CONNECTIONS & OUTLETS UNDER 0� C ELECTRICIAN TO DO ALL ROUGHING AND MAKE ALL FINAL CONNECTIONS TO EQUIPMENT. V HOODS TO BE DEACTIVATED UPON ACTIVATION N _ C 7 cc ELECTRICIAN TO FURNISH ALL TRIM, ACCESSORIES, DISCONNECTS, CONTACTORS, SWITCHES, OF FIRE SUPPRESSION SYSTEM. � � c"� N Q RELAYS, ETC. AS REQUIRED. ,Q N %0 W ANY AND ALL INTERCONNECTING WIRING BETWEEN •."�,� oe ELECTRICIAN TO ACCOMODATE ALL PREVAILING LOCAL ELECTRICAL CODES AS REQUIRED. EQUIPMENT AND/OR COMPRESSORS BY ELECTRICIAN. " e O ELECTRICIAN TO FURNISH AND INSTALL CONDUITS AND SLEEVES FOR SODA LINES. o ALL WIRING AND CONDUIT TO BE CONCEALED. a SWITCHED E.O. 120V 6.OA (n D.F.A. FOR FREEZER LIGHTS #95 v oe � W CD ELECTRICIANS NOTE: Qn v ELECTRICIAN TO SILICONE INSIDE E.O. 120V 12.OA +96"AFF (LIGHTS FOR STORAGE CONTAINER) #98 ❑ I OF CONDUITS FEEDING JUNCTION BOXES INSIDE WALK-INS TO y uw H ca m ^o p PREVENT CONDENSATION FROM E.O. 208V 1ph 16.5A FOR REMOTE CONDENSER #93a ❑ FORMING. jaZ H �'Y� c"c E.O. 208V 1ph 0.9A D.F.A. FOR EVAPORATOR #93b ° Q� z >u��c a wJ¢ L,Z°°m+4 a D.R. 120V 5.OA +48"AFF #51 W q Mz o„ E.O. 120V 10.0A D.F.A. FOR HOOD LIGHTS #49 ~ ❑Z Q =a c o❑z r,J 2 x d W E.O. 208V 3ph 3.3A 2475 cfm FOR EXHAUST FAN ON ROOF #49a E.O. 208V 3ph 3.3A 2400 cfm FOR EXHAUST FAN ON ROOF #49a E.O. 208V 3ph 14AA 6394 cfm FOR SUPPLY FAN ON ROOF #49b D.R. 120V 2.OA +18-AFF #56 -SWITCHED E.O. 120V 10.OA D.F.A. FOR COOLER LIGHTS #93 (2) D.R. 120V 8.5A +650"AF #59 S.R. 208V 3ph 10.8kw +50"AF #48 16'-2" -3" 2'-3" 50 ob �.. O El�±(Dol 0 000 ► 0 0 0 O 7'-8" ME"�'DA c E.O. 2 8 ph 1.4kw D.F.A.+68"AFF #66 O EM W p� !- (MOUNT ON SHELF #114) (2)D.R. 120V 2.0A (DEDICATED�UN D.F.A. 5 "AFF #8 'T'OI�" TOILET BOQ m 0 D.R. 120V 13.7A D.F.A.+54"AFF #62 (MOUNT ON SHELF #63) (MOUNT ON SHELF #63) D.R. 120V 13.7A D.F.A.+54"AFF 1 D.R. 120V 13.7A D.F.A.+54"AFF #62 8'-9" (MOUNT ON SHELF W (MOUNT ON SHELF #63) D.R. 120V 1b. A 0.- "AFF 120V 2.OA (DEDICATED LINE) D.F.A. 4"AFF #8 9'-4" MOUNT ON HELF E.O. 208V 3ph 3.0 hp +48"AF #46 ❑ 15'-7" 6'-10" NEW 100 G,4L Z D.R. 120V 14.OA 84"AFF #69 8'-0 O 10' (MOUNT ON SHE #72) 150,000 D.R. 120V 2.OA (DEDICATED LINE) +50"A #9 BTU/H WATER D.R. 12 V 10.OA C.O. D.F.A.+72" / ❑ U ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ NEATER u L: V D.R. 120V 10.OA C.O. +50"AFF / N ❑ ).R. "+54.' D.F.A.+5""AFF 13 0 15'-3" -S.R. 208V tph 11F #715 O 21'-4" tN BREAD STAUJI R. 120V 2.OA +18"AF #5 WAITRESS STATION E.O. 208V 1ph 7AA ❑ +96"AFF#42 ICE D.R. 120V 13.9A +50"AF #24 �✓� �7) �✓� O D.R. 120V 10.OA C.O. +50"AFF Z E.O. 208V 3ph 50.OA +66" 33 D.R. 120V 5.OA +18"AF #25 (3-WIRE + NEUTRAL + GIRD.) 4'-7" 3'-5" E.O. 120V 4AA 525 cfm FOR HOOD FAN #32 12'-5" 8'-2" 2'-6"-� EEI::]E I E I18A #836.OA + O2 ❑ ❑ 3' (2) �' ZO () m � m u z Z U w O I ❑ D.R. 120V 10.0A C.O. +40"AFF W W o a 5'-0" W -' � U E.O. 208V 1ph 3/4hp FOR REMOTE CONDENSER ON ROOF #6a - ❑ ❑ (2) Q 0 -< < O W U Od _ U1 ' < 0 ❑ D.R. 120V 3.5A +40"AF #88 0 OL U -1 LLI E.O. 120V 6.OA +2"AFF #7 ° 2'-7"� D. 12 2.OA (DEDICATED LINE) +50"AFF #8 ❑ o < I E.O.. 208V tph 3/4hp FOR REMOTE CONDENSER ON ROOF #7a ° D. 12 2.OA (DEDICATED LINE) +50"AFF #9 ❑ _JJJ/// Q 11'-2" (2) o E.O. 120V 6. A + "AFF #6 7'-8" / go. 10'-4" / � 0 Ld ❑ D.R. 120V 10.OA +40"AF #97 !p o ® v' DR. 120V 2.0 ( ICATED LINE) +1 "AFF #8 ❑ D.R. 120V 10.0A C.O. +50"AFF ° < 14'-2" (2) LL _ 11'-5" 10'-9" 19'-0 C.R. 120V 2.0 (1 EDICATED LINE) +1 "AFF #9 m ° `r z ❑ - ❑ E.O. 120V 9.OA +18"AFF #92 (2) O N %D _ E.0[12JOV1 .OA +18"AF # 1 (PROTECTOR CAS LIGHTS) D.R. 120V 12.OA +50"AF #81 ❑ f 12'-2" 17'-0" S.R. 208V tph 30.OA +50"AF #82 ❑ DDESSERT O z _ Lu w � ❑ D.R. 120V 14.6A +18"AFF #13 r -1 11j ❑ E.O. 120V 16.OA +18"AFF #14 NOTE: ALL DIMENSIONS ARE AGGREGATE I I V m =3 w FROM ORIGINAL POINT OF, REFERENCE. I I m O .-1 v E.O. 120V 6.OA D.F.A. FOR HOOD LIGHTS #17 ❑ 11'-6" d) N W to E.O. 208V 3ph 2.7A 1990 cfm FOR EXHAUST FAN ON ROOF #17a ❑ HOSTESS C2) I I .Wi STATION LLJ Z I I v O STONE TOP I I 0 Q F- I I u W 0 0 0 C2) LJ IE C2) l2) L _ J CA. O N SHEET NO. TL ❑ r7" 8'-11" D.R. 120V 10.OA C.O. +50"AFF D.R. 120V 10.OA C.O. +24"AFF OF NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS III I IIIU AN INSTRUMENT OF SERVICE COPYRIGHTED B)Y, AND THE SOLE PROPERTI OF, MARK A. MANCINI, AIA. THIS DRAWING MAY NOT BE: COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESS3ED WRITTEN CONSENT OF VARK A. MANCINI, AIA. INFRINGEMENTS OR ANY USE (OF THIS DRAWING FOR ANY OTHER Lu cmPURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. �u ... Z c L1 d Z LJ J N ,. ct N mc 0 a Q ^ c N PLUMBERS NOTE: W THIS PLAN SHOWS PLUMBING REQUIREMENTS FORZ FOOD SERVICE EQUIPMENT 1-IW TO FLOOR SINK 95 = V ONLY FOR OTHER REQUIREMENTS SUCH AS TOILE=T FACILITIES, AREA FLOOR # W O Q Z 95 DRAINS ETC. SEE ARCHITECTS DRAWINGS. PLUMBER TO DO ALL ROUGHING-IN AND MAKE ALL FINAL CONNECTIONS TO N EQUIPMENT. PLUMBER TO FURNISH ALL TRIM, AC(CESSORIES, VALVES, W ^X QC �` O 4. PRESSURE REGULATORS, P-TRAPS, GREASE TRAPPS, DRAIN LINES AND W BACKFLOW PREVENTION SYSTEM DEVICES, ETC. 4 a Q ALL PREVAILING LOCAL PLUMBING CODES TO BE ACCOMMODATED. ELM PLUMBER TO EXTEND ALL INDIRECT WASTE LINES' FROM EVAPORATOR COILS, Z C N er ... COMPRESSORS, ICE MACHINES, STEAM TABLES, CIOLD PANS ETC.TO NEAREST O FLOOR DRAINS AS REQUIRED. PLUMBER TO RUN LINES FOR DISHMACHINE(S) AND CONVEYOR(S) TIGHT TO C!� r eh �+ EQUIPMENT TO INSURE MAXIMUM FLOOR TO EQUIIPMENT CLEARANCE. ,Q N �o ... PLUMBERS NOTE: .. CONDENSATE DRAINS FROM v o � WALK-INS TO FLOOR DRAINS BY PLUMBER. INCLUDE HEAT TAPE IN FREEZERS. 1"G 462,000 btu FOR SUPPLY AIR ON ROOF #49b Q n a v W 1/2"C (THREADED NIPPLE) +68"AF #54 3/4"G 120,000 btu +24"AF #53 3/4"G 28D ,000 btu +24"AF #51 sue' v 1-IW TO FLOOR SINK #93 O 3/4"G 45,000 btu +24"AF #52 1/2"G 35,000btu +24"AF #64 y 1/2"C +12"AF #64 W u I-� q^a m d 1/2"C +12"AFF #56 H z i t 3/4"G 150,000 btu +24"AFF #56 d W J za W m >az . 3/4"G 215,000 btu +24"AF #57 Vl J A .. a 3/4"G 110,000 btu +24"AF #58 W ❑z q a..m M C PLUMBERS NOTE: F" o�z ^_3_"" 3/4"G 110,000 btu +24"AF #58 GAS VALVE FOR FIRE SUPPRESSION " � W Li U a `"a 4 c SYSTEM WILL BE SUPPLIED BY FIRE 3/4"G 60,000 btu I +36"AF #59 SUPPRESSION SYSTEM CONTRACTOR AND INSTALLED BY PLUMBER. 1/2-H&C +36"AF #47 18'-2" 6" 1T-6" 15'-3" 13'-0 11'-4 ,-8. 6'-9 5-3"(7 r _ 3'-1 1" 1/2-H&C +12"AF #48I r r F.S. 0l0i E-1 c 0e)O F.S. F.S. T000:1 C L O OO O1' 3'-O" FUM 000 INWEn ADS E"ADA , CT Q/��!�, �C{�� �+ 2"W TO D #47 8'-2" 1 1/2"IW TO FLOOR SINK #64 1"IW TO FLOOR SINK #56I..GI �' LJI�1,i�1.GIt 18' 2"I FLOOR SINK #48 1 1/2"W +18"AhF #61 -2-IW TO FLSINK #67 Q 12'-4" NEW 100 GAL � O I�O,000 > W ___7i BTU/H WATER 12'-5" / C ❑❑ NEATER Z O TO o -5" 1/2"H&C 2"AF 4#61 � U 1/2"H&C 14"AF #67 �� W 1/2"H&C +14"AF #4 O 2"IW TO FLOOR S NK #43 BREAD STA WAITRESS Z 15'-4' F.S. 14'-6" STATION 2-10 ICE O 2" IW TO F.SINK #28 COKE LINES-4" DIA. pvc (�) 1/2"C +102"AF #42 F. W 2" IW TO F.SINK #33 1 1/2"W +18"AF # 15'-7" 18'-0' 20'-0" 1' IW TO F.SINK #23 8'-5" 14'-10" (3) 2-IW TO GREASE INTERCEPTOR #37 (PLUMBER TO CHECK LOCAL CODE) 1 1/2"IW TO F.SINK #26 O Z Fp. F.S. F., 1-IW TO FLOOR SINK #85 & B6 T 0 _m EJ__[::� �g_1• COKE LINES-4" DIA. pvc (2) F.S. O 7'-4" 10 01 13' 4' REFR G.4UNZ2" #7 O 2, O O - 1"IW TO FLOOR SINK #87 (2) " •• ILL .. 1/2"H&C +14"AF #37 4,-9" 1/2"H&C +22 AF 1 6' 6" O < U Z Z U W W 1/2"H +102'AF #3�i F. .D. 4'-7" 11" 0 W 1/2"C +50"AF #2 IN L-IW TO F.F.DRAIN #5 1 /2 I FL OR SINK #89 1/2"H&C +8"AF #89 W 0 3 _< 0 v �.. .0 Q Q O W R G. LINE+2"AFF#� Q 02 ix 02 1/2-H&C +18"AF #2 2 (2) in 11 0 0 L) 1/2"H&C +14"AF #28 F III 1"IW TO FLOOR SINK #85 & 86 1 1/2"IW TO F IN #1 00 1/2"H&C +14"AF #12 10'-1" O F.S. (2) 0 9'_8" 12'-2" 12'-4" � 1/2"H&C +8"AF #91 (2) 0� (3)1 1/2-IW TO 0 SINK #91 5'-10" (2) 3/4'G 120,000 btu ea. +8"AF #18 (2) � O 1/2"C +50"AF #82 O 1-IW TO F.F.DRAIN #82 DESiSE T F.F.D. W c�v F Z - 18'-10" — �+ � � F 7 ❑ NOTE: ALL DIMENSIONS ARE AGGREGATE I I Q FROM ORIGINAL POINT OF REFERENCE QC (2) 3/4"G 120,000 btu ea. +8"AF #18 . I I 0 IJ.1 W z HOSTESS C2) i i U Lo 3: LLI O STATION I I m =3 13 q dO [Lth W STONE TOP uj 0 0 0 (2) (2) El (2) I- L - .J f- Z w O ~ O u w IY O = a � N SHEET NO. ITEM/41 ITEM#81 ITEA1#26 ITEM#67 ITEM#12 ITEM#89 ITEM#85 ITEM#85 ITEM#86 ITEM/86 ITEM#42 ITEMIF43 ITEM#37 ITEM#64 ITEM#288 ITEM/3.3 ITEM/82 ITEM#91 ITEM#5 ITEM#23 ITEM/47 ITEM/87 ITEM#93 ITEM#95 ICE STEAM PRE-RINSSE DISH ESPRESSO BAR BAR BAR BAR BAR MACHINE PREP POT WASH SINK TABLE SINK MACHINE MACHINE 3 COMP.BAR SINK SODA WATER MOP BAR WALK WALK-IN LAV LAV WC We HS HS HS HS HS HS GUN GUN ICE ICE SINK n r DISP. FILL SINK DRAIN TOPT y y y y Y FREEZER -�-'TJI I TT I I 1 OOR =4 TO APPROVED SANITARY SYSTEM OF