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Town of Southoid Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 6/22/2012 CERTIFICATE OF OCCUPANCY No: 35764 Date: 6/22/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: COMMERCIAL ALTERATION 53345 Main Road (Route # 25), Southold, NY, Sec/Block/Lot: 6 I.- 1-13.1 Filed Map No. conforms substantially to the Application for Building Permit heretofore 9/7/2011 pursuant to which Building Permit No. 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. Lot No. filed in this officed dated 36715 dated 9/27/2011 The certificate is issued to FHV, LLC, ( Michelangelo ofSouthold ) (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/22/12 36715 6/22/15 .~William Gremler /~t~riz~/ignat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36715 Date: 912712011 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: 53345 Main Road (Route # 25), Southold, NY SCTM # 473889 Sec/Block/Lot # 61.-1-13.1 Pursuant to application dated To expire on 3/2812013. Fees: 9/7/2011 and approved by the Building Inspector. DEMOLITION Total: $250.00 $250.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 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 mo~ 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 To expire on 3128/2013. Fees: 9/712011 and approved by the Building Inspector. DEMOLITION CO - COMMERCIAL NEW COMMERCIAL, ALTERATION OR ADDITIONS Total: $250.00 $50.00 $1,382.80 $1,682.80 Buil~ng Inspector Form No. 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be filled in by typewriter or ink and submitted to the Building Department w!th the following: A. For new building or new use: 1. Final survey of property with accUrate.location of all buildings, propen, y lines, streets, and unusual natural, or topographic featur6s. - · 2. Final Approval from Health D.ept. of water supply and sewerage.disposal (8.9 form). 3.. Approval of oleetrieal instalIation from Board 6f Fire Underwriters. 4. '$w-°m stateroom fr°m plumbor eerti~ing that tho solder used in system contains le~s than 2/i 0 of 1% lead.. 5. Commercial building, industrial building, maltiple re~idenees 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) 6on-conforming uses, or buildings and "pre-existing" land uses'.' 1. Accurate survey °f proPerty showing all property lines,'streets, building and unusual naturai or topographic features. 2. A properly ~gmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupauey is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Ccrtifioa!e 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 $50.06. ~. Certificate of 0ccupancy on Pre-existing Building - $100.00 3_ Copy of Certificate of.Occupancy - $.25 . 4. Updated Certificat~ of Occupancy_ $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: Location of Property: L~)7:~k~ I Cc'x: ~ ~-~ House~ No. Street Owner or Owners o~'Property: . Lac Suffolk .County Tax Map No 1000, Seetiqn ~49' [ Subdivision 'cheek one) Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ., [~ , / Hamlet - . . ' /3'.1 ". Filed Map. ~t: · ' ~t:.. Und~t~ ~p~: Final. Certificate: _ (check one) ~Applicant sig~qalure Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971 0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~.town.southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Michelangelos ~,ddress: 53345 Rt 25 City: Southold St: NY Zip: 11971 3uilding Permit#: 36715 Section: 61 B~ock: 1 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: DBA: GJS Electric LicenseNo: 4839-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Com medcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [] HID Fixtures Wall Fixtures ~,~ Smoke Detectors Recessed Fixtures ~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS 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-Ced Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box l 179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: (Please print) (Please print) lead. I cortify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this c~c~Oc] dayof t _ ,20 Notary Public, ~Lt:~ ~\1( County LALIREN M. STANDISH Notary Public, State of New Yo~ No. 01ST6164008 Quai f ~d a Suffolk Counl'~ ~ Commission Exp res Apr 19, 2OL~ TOWN OF SOUTHOLD BUILDING DEPT. [ ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY 765-1802 INSPECTION [/,,~OUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~[~' ~~- ~-~'"~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~_L_~CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF~G DEPT. INSPECTION [ ] FOUNDATION 1ST [/"~GH PLBG. [ ] FOUNDATION 2ND [ [,~'~RAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION[ [ ]ELECTRICAL(ROUGH) ~, [ ]ELECTRICAL(FINAL) REM~~~~~~__~~~ ~- ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ~.~RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: ~~:=Y2 q~+r2.O C~zu~4Q P~zZ,~ [ 2~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~.]_ELECTRICAL (FINAL) REMARKS: DATE ~/~///~ INSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examlncd (~ ~ ~ .'20 ~ BUILDING PERMIT APPLICATION CHECKLIST 8[DG. OEP[ -- TOWN OF SOUfHOLD Building Inspector have or need the following, before applying? Board or Health 4 sets of Building Plans Planning Board approval Survey Check Septic Fon~a APPLICATION FOR BUILDING PERMIT Date ,20 INSTRUCTIONS a. T~is application MUST be completely filled in by typewriter or in ink and submifted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing,location of 10t and of buildings on premises, relationship to adjoining premises or public streets or areas, and wa erways. 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. £ Eve~ building permit shall expire if thc work authorized has not commenced within [ 2 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 Bnilding 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 ufa Building Permlt pursuant to the Building Zone Ordinance of the Town of Southo[d, Suffolk County, New York, and other applicable Laws. Ordinancesgr" Regulations, for the consOuction of buildings, additions or alterations or for removal o~gm11~ion as herein descrij~e~The applicant agrees to comply with all applicable laws, ordlnanc~s, building code, authorized inspectors on premises and in bugding for necessav (Signature of applicant or name. if a co~p0ration) (M]illng address oi' ~pplicant) State whether applicant is own~--'~gent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of prercises 'F-~.Jt~/ (As on the tax roll or latest de~ lf ao~lieant i~ a comaration, signature of duly authorized officer i~ume and title of corporate officer) Builders License No. Plumbers License No. Electricians License No..,~ p~ ~1 Other Trade's License No. 1. Location of land on which proposed work will be done: rmuse ~urabcr Street Hamlet CountyTax MapNo. 1000 Section ~[ Block ~:3 I Lot ~L~ * 1~ Subdivision Filed Map No, Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~ ,~ tP.t::~_,~ F"!.-cc>~ 'jk=:'~'~r-~ ~ ~ 'r- ~/'A~. ~t_¥'~ b. Intended use and occupancy MI~W 'I~-..~T,~.I l ~a,v:,.'l- ~/'/Lts~- .eOc<~,f>.aqa~¥ LJklc.~q6~j~.') 3. Natuz. e o£work (check which applicable .~g ~. .Addition ~,/ ........ ' ....... -~' (To be paid on filing this application) 5. If dwelling, number of dwelling un[ts. [.~, Number of dwelling units on each floor If garage, number of cars ~,.y', ,~ · 6. If business, commercial or mixed occupancy, specii~ nature and exten of each type of use.'~_.Fr.2~X:q_~/,~.~. 7. Dimensions of existing structures, it'any: From ~"~ ¥- Rear t:~"~' ~/- Depth .~t Height ~--~ ~-[- Number of Stories 7.- Dimensions of same structure with alterations or additions: Front ~/~-~ L~. Rea r .~,.\1~. Depth -~,I,.tF_ Height. ~,~ Number of Stories 8. Dimensions o£entire new constraction: Front [',q/~ Rear I'.,L/~ Depth Height I~,~,/~, Number of Stories bl./~, ' 9. Size oflot: Front ~-------------------------~' Rear ,'~'"~" Depth 10. Date of Pumhase~ 11. Zone or use district in which premises axe situated ]~rE~ - JJ,-~.ML.~T 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~F/ 13. Will lot be re-graded? YES ~ Will excess fill be removed from premises? YES _~ 14. Names of Owner ofpremisesl~'~V I._~ff... Addresst~,'~4~'~(~n~i~'~/) NameofArchitect~,x,~, .... zx~,..,-~,o.>, r~f.Address~-~- , . '-- ^ -- ., o^ - -~ ~~rnone No '~-5[-'17-cl-°tc:~q marne et c.ontractor Address _Phone No. 15 a. ls this property within 100 t~:et of a tidal wet and or a fi-eshwater wetland? *YES q"~-'O~ l// · 1F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE.REQUIRED. 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 foundathm plan and distances to property lines. 17. I f elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NF~ YOlk} ~am~ or'individual si§ning ¢ommct) above ~amcd, (Colllraetor, Agent, Corporate O~cer, o£said owner o~ owners, and is duly authorized ~o p~rform or have performed th~ sald work and to mak~ and lil¢ thi~ application; dml all statements contained in tiffs application are tree ~o the bes[ of bis knowledge and belief; and that the work will performed in the manner set Forth in the application filed therewith. Notary Public Signature of A VICKI TOTH Notap/Public, State of New York No. 01TO6190696 Qualified in Suffolk County ~. Comm ssiofl Expires July ?R 9[~./(~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOV~N HALL SOUTHOLD, NY I 1971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northforLnet/Southold/ Examined Approved Disapproved Expiration ,20 PERMIT NO. BUILDING PEP. MIT APPLICATION CHECKLIST Do ~,ou have or need the following, before applying? Board of Heahh 4 sets of Building Plans Planning Board approval Malt to: ~'~.~<.I:--M ~ Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submilled to thc Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according lo scbedule. b. Plot plan showing Jocation of 10t and of buildings on premises, relationship to adjoining premis6s 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 iftbe 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 au hot ze, in writing the extension of the permit for an addition six months. Thereafter. a new permit shall be requi~ed. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of ibc Town of Southold. Suffolk County New York and other app]ie~b e Laws Ordinancesg~' Regulations, for thc construction of buildings, additions, or alterations or for removal o~q~ion as here n dcseri~Tne applicant agrees to comply with all applicable laws, ordinances building code, authorized inspectors on I~remises and in building for necessary inspection.~ ~ (Signature of app"leant or name, if a cor0orafion) Ma ngaddressofapplicant) ¢ State whether applicant is own~----'~ent, architect, engineer, general contractor, electrician, plumber or builder Name o f owner of premises ]~[4V/ (As on the tax roll or late~ I£an~lieant ~ a comaration,signature of duly authorized officer ~::~__~_~~ (N~me and title of corporate of'ricer) Builders License No. Plumbers License No. ~ Electricians License No. '.~' ~:~,~ Other Trade's License No. I. Location o~'land on which proposed work will be done: House Number 'Street Count), Tax Map No. 1000 Section ~[ Block Subdivision (Name) Hamlet Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: b. Intended use and occupancy k~=:x,q '6~E.es,T,a.i i ~.,.a,v.L'l- ~/"Lt~E- n-<::~.~.~144.~ Nature of work (check which applicable): New Building Addition ~V 3. Repair Removal Demolition Other Work ~gl, Cr, gae,~ /:a..~a-nt~,t (Description) 4. Estimated Cost ~.g~ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units t.,~/~, __Number of dwelling units on each floor ~.~./z,. If garage, number of ears 6. If business, commercial or mixed occupancy, speci~ nature and extem of each type of use.~ gp_g~,~:V 7. Dimensions of existing structures, if any: From ~ ¥- Rear t:g~'~c' -t/- Depth ,,~t Height 2.~-~ ~',/- Number of Stories Dimensions of same structure with alterations or additions: Front ~/~t-~ L~. Rear .~\1~. Depth ...~,~41F_ Height ~/x.w~E. Number of Stories 8. Dimemions of entire new construction: Front [~/~ Re~ t~./~ Depth Height I~/~ Number of Stories ~/~ 9. Sizeoflot: Front ~ Rear ~ ~p~ ~/ IO. DateofPurch~/14[~l Nme ofFomerOmer ~VI~ I I. Zone or use dis~ct in which p~ses ~e situated ~4~ - g&~ 12. D~s propos~ co~cfion violate ~y zoning law, ord~nce or regulation? YES 1 a. Wdl lot ~ re-graded. YES ~ Will excess fill be removed from p~mises? YES_~ 14. Names ofOmer ofpremises~V ~ Addressl~ g~6~No. Nme of Amhitect ~Addr~s~hone No ~3t- N~e of Contractor ~ - Address ~Phone No. ~1- 15 a. Is this prope~ wi~in 100 feet of a tidal wetland or a ~eshwater wetl~d. YES ~N~ * IF YES, SOUTHOLD TO~ TRUSTEES & D E.C. PE~I~ ~Y BE~QUI~D. b. is ~is prope~ ~in 300 feet of a tidfl wetl~d? * YES ~ ~ * 1F YES, D.E.C. PE~ITS MAY BE ~QUI~D. 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 dala on survey. gTATE OF NEW yORK) SS: COUNTY OF__) - (Name oflJndJvidual signing contract) above nameg, ' (S)He is the (Cdntracter, 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; thai all statements contained in this application are true ~o the best of his knowledge and belief; and that th? work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~otary Public ]' ~ Signature of Applicant MARY E, DtTTRiCH Notary Public State o~ NewYork No, 01DI6025336 Qua ified in Sufto[k County CommiSsion Expires May 24, 20 IAAction: CONT Estab. ID: 22899 Estab. Class: 110 Estab. Name: MICHELANGELO'S OF SOUTHOLD ~iv. Code(s): 12 Inspection Date: 6/22/12 Timeoflnspection: 11:4SAM PART 2: BLUE MAINTENANCE ITEMS Th~ items relate to maintenance of the food service operation and cleanliness, correct as ~cheduled. FAX ALL REQUIRED DOCUMENTS TO 852-5871. Qther Noges Thermometer: Delta Min/Max 808 Inspection-by Adam Kuemmel, #808 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/foodmgttraha/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-flee for at least 24 hours. Certain illnesses require that employees are tested prior to returning to work, even if symptom-flee. 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 (g62) 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 (#92) WAS NOT INSTALLED. Person Receiving Report: Sanitarian: 808 KUEMMEL Page 3 of 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 7659502 SoutholdTown. NorthFork. net BUILDING PERMIT APPLICATION CHECKLIST Do y~u have or n~l tl~ following, hafom applying? Board of Health Planning Board approval Survey. Check Septic Form BLBB ~ INSTRUCTIONS a. his application MUST be completely filled in by typewriter or in ink ~md subrditted to the Building/nspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing loca~on of lot and o£ buildings on prenuses, relationship to adjoining premises or public s~reets or c. The work ~overed by this application may not be commenced befene i~uanee of Building Permit_ d. Upon approval of this application, the Building lmpoemr 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 budding shall be occupied or used in whole or in part for any propose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work anthorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such da~. lfno zoning amendments or other regulations affecting the property have been enan~d in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. ThenCe, a anw permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit persuant to the Building Zone ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for thc construction of buildings, additions, or alterations or for removal or demolition as herein described. Thc applicant agrees to comply with all applicable laws, ordimmees, building code, homing code, and regulations, and to admit authorized inspectors on premises and in building for ueeessmy inspections. (Malling'~Jdr~.s of appli~l) State whether applicant is owner, lessen, agent, arehitent, enginenr, general enntraotor, electrician, plumber or builder Nameofownerofpremises ChOff~l~5 ~ /X~.'t~ (As on the ta~ 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 whigh proposed work will be done: House Number Street Hamlet County Tax Map No. lO00 Section ~l Block 0 I Lot Jo2-d '~LI 3 Subdivision Filed Map No. Lot 2. State existing nsc and occupancy of premises and intended use and occupancy of propnsed cons~uction: a. Existing use and occupancy b. Intended use and occupancy Estimated Cost If dwelling, number of dwelling units If garage, number of cars 3. Naturc of work (cheek which applieablc): New Building_ Addition Alteration Repair Removal Demolition Other Work /-.t~_z~ ~ .~ ~.,:,oc~,~.x (Descriptlo-n) 4. Fee (To be paid on filing this application) 5. Number of dwetiing units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent ofeech type of use. C. Eatvl ~ 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear Dimensions of entire new construction: Front Height Number of Stories 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 j 13. Will lot be re-graded? YES NO ~Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises Address Phone No. Name of Architect , Address Phone No NumeofContractor~fllta.4~5~ F'V'~ Address~_O*~l~_??:~'~...~P_honeSo.~~ 15 a. ls this property within 100 feet of a tidal wetland or a freshwate~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) COUNTys: /l~, ~/a~ ~ J !q]~.~.~ ~ m ~ being duly sworn, deposes and says that (s)he is the applicant (Name o f individual sigml~g contract) above named, (S)He is the ~ t~ ffaf (Conlr~or, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the smd 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 l~r formed in the manner set forth in the application filed therewith. Swooa Io before me this . '~-~- .~ . ~'T...~ ~,,;,~;~i~, Pugl:c, State of N.~v: YC..'~. ' - ~.~ - -~ _~ J/..~./ Notary Pumn'c Qualified in Suffolk County Signature of App]ica~a~ Reg. No. 01DA6223392 My Commission Expires 06-14-2014 ~ -- VILLAGE DIST. SUB. ' S W ~ ~PE OF BUILDING ~. S~S. VL. FA~ cO~. CB. MISC. Mkt. V~lue ~ND IMP. TOTAL DATE REMARKS~]~O- ~ ~I~ -~e~ ~10 ~ ~'ZOO ?~D~ ~ o, . ~Z( P/~/7~ /~oo ~ 7271 N~ N~MAL BELOW ABOVE ~/~ J ~ q J ~ 0 ~ g ,~__~ __~].g.~ '' FARM Acre Value Per Value Tillable 1 Tillable 2 Tillable 3 Woodland FRONTAGE ON WAT[R Swampland BULKH~D ~ot~l ~ -, ~ ~ COLOR TRIM Porch Porch Breezeway .Garage Potio tion Ext. Walls Fire Place Roof reation )riveway Bath :loors nterior Finish -teat 1st Floor 2nd FIoo~ LR. _~ STREFT VILLAGE SUB. LOT - _5£ 7/5- ~DINGPERMITEXAMINERCHECKLIST *DateSubmitted: ~-{[ DateReviewed: Applicant: /'t /,~ce_,4,~ ~) O~ner: .~ ~V, ~ &~ Architec~iacc;: ~~ /~' Estimated Cost: 8CTM#J000--$[- [ -- 1.-~,{ Subdivision: Zone: Property Address: ~--~3 ~'/~"_.~ Building Permits (Open/Expired): BP__-Z / C/0 Z- , Info: BP __ -Z / C/0 Z- , Info: BP__-Z / C/0 Z~ , Info: Single & Separate Search Required? Y o& Determination: REQ. Lot Size: '~M~¢d~ ACT. Lot Size: REQ. Front ACT. ~nt ~Q Side ACT. Side Conforming? ~ Pre COs? --- BP__-Z / C/O Z~ , Info: BP__.-Z / C/O Z- , Info: __ Southold Planning: Y o/Nfl Date: / Town Landmark C of A: Y o~TE: Notes: Pernfit #: Permit#: Permit #: or NJ Letter - Notes: -Notes: - Notes: / *NYS CODE ~_ompliance (page 2): Y or N Foundation: ~x _SF ~I ~~ ~~ $ ~ First Floor: ~ ~ ~ SF (7W~¢ ~ ~ ~ o~, + hfitial Fee: S~ond Floor: 0 SF~ ~..L ~ + Additional Fee ~: Other: ~F ~'~~ ~'- ~F X *. Total:~~r3~D ~ ~' 5~;Initi~: NYS DEC: eR~-vecgans Y o~ Date: Southold Trustees: Y o~)- Date: Southold ZBA: Y o~)~ Date: / REQ. Height. ~ACT. Height .l~!:~. 8ox8 Stb~:5 A CT ' Wate~ront. Y ~ ' - ~/~9~ ~--- lfy~, water body: ~ ,'anei~ ' Floo~ ~e: ~ Bul~ead/~~: ' ~DITIONAL APPROVALS - If no, certification required: Y or N Received: Y or N By: / / Permit ~: or NJ Letter- Notes: ACT: Lot Coy. PROP. Rear REQ. Lot Cov. REQ. Rear__ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: · Ground Snow Load: ~.0 Weathering: Severe__ Frost Depth: 36"__ Design Temp: 11 Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: ' HEIGI:IT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRiTEILIA: ENGINEERED/PRESCILIPTIVE FULL FPoMVIING DESIGN ELEMENTS: Y/N ItEA.DERS: Y/lq WALL STUDS: CEILING JOISTS: Y/N FLOOR JOISTS: ¥/N LI[JIM[BER SPEC[ES AND GRAI)E: Wind Speed; 120MPH Seismic Design Category: B . Termite: M-H Decay: S-IV[ Flood Haza?ds: GIRDERS: Y/N ROOF ~ERS: Y/N WI]xlDOW AND DOOR SCHEDULE: -M1SSLE TEST REQUIREMENTS: Y/N EGRESS 5.'7 S.F.: Y/lq LIGHT 8%: ¥/N 'WENT 4 %: Y/lq NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBiNG RISER D[AGILAM: YfN LOCATION OF FI1/JZ PROTECTION EQUIiPMENT: Y/N TRUSS DESIGN: ¥/N CERTIFICATION: TOTAL COMPLIENCE? Y/N (~TU~ TO PAGE ONE) SOUTHOLD TOWN LOCATION: FIRE INSPECTOR NOTES DATE: S/B/L: 05-26-10;12:46 ; Town llall Aunex 54375 Main Rozd P.O. Box 1179 Southold~ lxTY 11971-0959 2982174 # ~/ 2 _ ...Y, ax (631) 765-.95C12, ro,qer r chert~,town.southo~o_ny us REQUESTED BY: Company Name: Name: JLicense No.: Address: Phone No.: BUILDING DIS~AR'IMI~NT TOWN O1~ $OUTI-IOLD APPLICATION FOR ELECTRICAL INSPECTION JOBSITE INFORMATION: (*Indicates required information) *Name: *Cross Street: *Phone No.: Permit No.: , ~ ~/~ Tax Map Distd~: 1000 Section: ~/ Block: Z. __ Lot:_ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: 'Do you need a Tamp Certificate: Tamp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: ¥- _ ,. 82-Rcque. st for Inspection Form YES Rough In Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION ~.....7-/~,,,. ~_ ~_ ~ _o_.._e_~ ..... M A N C I N I A R C H I T EC T UR E PL L C 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 # t00 - 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 a/arm drawings, stamped and signed by registered engineer. One (1) check for permit fees of $1,545. One (1) copy bui/de/"s insurance documents One (1) copy New York State Uniform Building Code - Project Compliance Review Sheet. One (1) copy UL Certified Detail BXUV. L505. One (1) copy Cut sheet for CaptiveAIRE 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 EMAJL MADARCHITECTS~optonline.net 1 Tm George From= Mark Manc~ni Pla~m~ (631) 76.~-.1~O2 Oal~ 9/21/2011 k Michelangelo of Sout~old ~: 8 Ument ~ For I~vlew ~] Fle~e Gomme~t Q Fle~ IMply 0 FMM~ Ile~),de · Gomnmnt~ George. As we discussed on t~e phone, please see attached: -Seating Capacity for existing Pagano's Restaurant. (H,D. Ref# C10-07-005) -Health Department approval stamp (H.D. Ref# C10-07-005) Feel free to call our office with any further questions, LJ.} EX(STING SAN,'TARy FLOW ELIZABETH A. NEVII J~,, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER ~ ~:EEOOM OF IN~OaW~TIO~.O~FICER ~ ',~ (~ ~-X~ ~ OFFICE OF THE TOWN CLERK ~X \ , O~A~.J~3 -~ TOWN OF SOUTHOLD FR~M' SLii2ha °; d/o°o~e r Yi21~ilo~ ~;Po a r t3~:;k' s O ffi c e ~ DATED: April 7, 2009 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net ,~R - 8 2009 BLD6 DEPI. TOWN O~ SOUT~OLD Cesspool Construction Application Transmitted herewith is a copy of application No. __ Permit submitted by: ~ LLC (by Gerard Stankewicz) 3865 for a Cesspool/Septic Tank Construction 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: APPROVE Y DISAPPROVE Comments: ~ Signature ~ ~ ~o ~ MAIN SITE PLAN ROAD (N.Y.S. RTE NO. / / WORK AREA PLAN, DETAIL #3 bJ 331.67' ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF I~FOKMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net Residential ~ $10 Applicant Name OFFICE OF TI-rE, TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK __ or Non-Residential ~ $25 ~ Application No. __ Permit No. Applicant Mailing Address Septic Tank or Cesspool '~, Brief Desc,ri'ption of Proposed Construction or Alteration r j t Location of Proposed Construction/Alteration: Owner of Property: Owner Mailing Address: Owner Property Address: Name and phone number of contact person Tax Map No: Section b / Cross Street /~ r~ ,.~ ~O~C NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WI,TH iq~,ALTH DEPARTMENT APPROVAL Sigr~a'ture of'Xpplltca~t / J ~ Date Received by: ~ ~ ,~ : ~ 3 years from t~e apl~v~ umw, ~ ~ BE ~' ED 10 OC~ 2 ~ 2~ SUFF. CO. HEk, L'I'H SERVICE~ · ~.. . ~/" Plamaml~a~li~r_,eadeeE~lneeling, p.c' aisavl~ofthelaavXo~ ~. Engi~e~ng, P.C. FEATHER HILL COMMONS 53~5 MAIN ROAD & 17~ ~ R~ ~SOUTHOLD, NEW YORK 11971 COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEN. TH SERVICES HUMAYUN J. CHAUDHRY, D.O., M.S. COMMISSIONER PERMIT CONDITIONS S ces Ref ,e ce # C/0 - 0 ? - 0 0 ProjcctNam~ ~'e..4CU"~,- J-~'l! ~c a~h~ pl~ when duly ~ by a ~vc of ~c d~a~ii~t, ~ ~nj~fi~ ~Mifio~, ~ns~mtcs a ~it to ~ct a wa~ s~ply ~ a ~age &~o~ or ~H~0n ~t~ for &e pm~ ~ d~ictM. ~e ~plic~t ~ould ~e note of ~y ~n&fio~ of ~pmv~, w~ch may ~dicat~ on ~e pl~ or ~clos~ h~ein. Co~c~on m~t co~o~ wi~ ~!e ~ inclu~g "S~nda~ for Approval of Plans and Coas~on for Sewage Dis~ S~te~ for ~er S~gle Family R~idenc~.~ ~ssio~ in~n~st~cies or l~k of d~l on ~e pl~ do ~t ml~ ~li~t ~m ~e ~ibility of ha~ng ~e ~cfion done ~ ~nfo~e ~& ~li~le s~s. I~u~ce of ~s p~it ~all ~ no way relieve ~e d~ pmf~sion~ of ~o~bili~ for ~e M~u~y of · e ~mplete desi~. ~e pe~it ~1~) expir~ ~ (3) ye~ ~ ~e ~pmv~ ~te. ~y m~ifi~ion w~ch may aff~t ~e pm~ sewage di~sal or wat~ s~ply s~s ~ sub~on of a m~s~ pl~ ~d ~fio~l f~ (if appli~ble) for re~pmv~ prior ~ ~cfion. No ~fio~ will ~ p~o~.~y ~e d~mt on ~i~ p~ts. P~ may be ~new~, extendS, ~f~, or r~i~ ~ ~ ~ ~¢ p~ dm~bM in Instructions to Renew, Extend, or Transfer an E~g Pe~t for O~er ~an S~ Fa~y R~iden~s ~orm ~81). It is ~e ~t's m~ibili~ m ~1 ~e d~mt in ~ ~ ~ge ~fi~ of ~o ~wage · s~ ~or ~[~ supply f~i~fi~ prior to b~g. ~ ~clude ~fiom of ~ ~age ~ll~on ~d di~l ~s, wat~ su~ly ~t~ ~m~nm~ ~d piP~g ~d ~ ~g ~ ~ on · ~ ~pmv~ pl~. ~ ~n c~es, ~p~fio~ of ~e ~il ~cavafion may ~ ~ to d~ine ~ili~ of~e soils for ~age di~ s~s. The d~a~nt must be no~ at l~t ~ beam ~ advaa~ to schedule aa insp~on by e~g ~2-~7~; sad exeavafl°~ ~s~ons mast ~a~ by ca~g 852-57~ prior to 9:30 ~, ~e morning of ~e ~s~o~ A~Cle ~ of the ~uffolk Coun~ C~e, "s~e Iadas~ Bns~m~,' r~ui~ t~ all i~tall~ of sep~c ~st~ ~thin E~olk Co~ shall posses a valid Ii~e ~m the Suffolk C~n~ ~ce of Co~ ~ffai~. ~ o~ce can ~e to ~o~ i~pec~ or ~ant fi~l app~l for the co~tion of p~je~ t~t are i~tall~ by an ~lice~ indi~d~l. It ~, therefore, in y~r b~t inter~t to util~e a c~s~l ~n~or ~th a ~lid lic~e to ~id ~ial delays in yo~ project. ~nal app~val ~u~ by ~e Department b n~a~ p~r to ~e o~p~ of sew additions to e~fing buildings, or for ~e use of sew~e.db~sal or water supp~ ~, SEE PAGE 2 WWM-016 (Rev. 10/02/06) Page 1 of 2 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 Residenees (Form WWM-19). [] Excavation Inspection by the Office o£Wastewater Management prior to installation of any leaching pools to det~ufine acceptability of soils. (Call 852-5754 to schedule an inspection and confirm by calling 852-5700prior to 9:30 a.m., the morning of the inspection.) ~atisfactory inspection by Office of Wastewater Management of the sewage disposal system / sewage treatment systeTM. (Call 852-5754 to schedule an inspection.) ~f4-.-~ ~ ~, ~, ~ ¢ ~ ~ [] Satisfactory inspection of the water supply system by: [] Office of Wastewater Management (Call 852-5754 to schedule an inspection.) [] Office of Water Resources, Water Quality Unit (Call 852-5810 for inspection.) [] Satisfactory inspection bythe Office of Pollution Control (Call 854-2502 for inspection.) [] Storage tanks [] Other: [] Application for a Food Permit to the Food Control Unit (Call 852-5873 for instructions.) [~Four (4) prints of an As-Built plan [] '°Tap letter" from water district [~Certification from the licensed sewage disposal system installer (o^~_ ~r- ¢~-¢/.- [] "S-9 form" from Suffolk County Department of Public Works (SCDPW) [] Sewer district approval of sewer line installation (for other than SCDPW districts) [] Well drillers certificate [] Water analysis [~ertification of Sewage Disposal System Abandonment (form WWlVl-080) [~Design Professionals Certification of Comtructed 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-~,face s~wage disi~osal system [] Sewage treatment plant [] Water supply system VAbendoament of P xisting sewage disposal ,ystem ::.:.. WWM-016 (Rev. 10/02/06) r Page 2 of 2 ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town HaH, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: FROM: DATED: RE: Southold Town Building Department Linda J. Cooper, Southold Town Clerk's Office July 16, 2010 Cesspool Construction Application 1 9 )10 /¢ BtDG. DEPI. TOWN 0~: SOUTI~OLO Transmitted herewith is a copy of application No. 3964 for a Cesspool/Septic Tank Construction Permit submitted by: FHV, LLC ~ 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 lo_cation map of the project cited above and make the following recommendations: / APPROVE ~ i~ DISAPPROVE Comments: I - I -n.i ELIZABETH A, NEviLLE ~ TOWN CLERK REGISTRAR OF VITAL/~TATISTICS MAKRIAGE OFFICER RECOKD~ MA~AO~I~ OFFICER FREEDOM OF IIqFOR.~.ATIO!q OFFICER .~Town Hall, 6309/; Main Ri P.O. Box 1179 Southold, NewYork 119q Fax (631) 765-6145 Telephone (631) 765-180 sou tholdtown.northfovk.n OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Residential {~ $10 or sOWrHOLD WASTEWATER DISTR~CT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Non-Residential ~ Applicant Name Applican~ Mailing Address Septic Tank or Cesspool Brief Description of ProIlgsed Construction or Alteration Application No. -~'~' ~/ Permit No, Location of Proposed Construction/Alteration: Owner of Property: /~,q~ L Owner Mailing Address: ~ OwnerPropertyAddress: 5 .~ ?3 /~'~' ~ Name and phone number of contact person Tax Map No: Section ~/, / Block / Lot _. NOTE: LOCATION MAP MUST BE SUBMI'ITED WITH APPLICATION. NEW CONSTRUCTION REQUIRE8 SURVEY WITH I:ffiALYH DEPARTMENT APPROVAL , Signatu~o0f~q)plic/~t' /~/ t bate TRAVE L£R STREET MAIN ,i ( N.y.$. Rte. NO. 2.5) AREA= $.1482 ACRES SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTH'OLD SUFFOLK COUNTY, N. Y. lO00 061 gl SCALE I' = :~0' Jan. 1~, 1990 ( fin~l ] Jan. 23.1990 N,Y.S, MC, NO. RS & ENGINEI 87 - 454 F ' CORD. CERTIFICATE OF LIABILITY INSURANCE I DATE(. D ' gj20/2011 THIS CERTIFICATE IS ISSUED AS A MA~I'ER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). NAME: USl Insurance Services, LLC PNONE ~.~c. No. ~: 516 921-6700 I ~V~, NO): 516 921-6608 125 Froehllch Farm Blvd. E-MAIL ADDRESS: Woodbury, NY 11797 PRODUCER 516 921-6700 CUSTOMEn iD ~: INSURER(S) AFFORDING COVERAGE NAIC # INSURED INSURER A: Allied World Assurance (US) Inc 19489 American Building Contractors Assoc Inc INSURER S: National Union Fire Ins Pitt. sbu 19445 805 Albin Avenue, 2nd Floor INSURER C: New Hampshire Insurance Company 123841 Lindenhuret, NY 11757-3912 INSURER D: Harleyeville Insurance Company 33235 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CErtTiFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOT~NITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR ~DDL ;UBR ~OLICY EFF POUCY EXP .TR TYPE OF INSURANCE ~I~R WD POUCYNUMBER MM/DO/Y'~q (Mt~DD/Y~ LIMITS ' A GENERAL LIASILITY 50500070 )8/19/2011 08/19/2012 ExcR OCCURRENCE $110001000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Es occurrence) $100~000 t CLAIMS'MADE ~ OCCUR MED EXP (Any one person} $101000 PERSOi,,~_ E ADV iNJURY ~1 ~000~000 GENERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER; PRODUCTS - COMP/OP AGG $2~000~000 PRO- D AUTOMOBILE LIABILITY BA00000092159F )8/19/2011 08/19/201: COMBINEDSINGLELIMIT ~ ANy AUTO (Ea __ ~ HIRED AUTOS ! (per accicient) X NON-OWNED AUTOS $ B UMERELL~ UAS X~ OCCUR BE015469700 08/19/2011 08/19/201'. E~CH OCCURRENCE $61000,000 ~ EXCESS EAB I I CLAIMS-MADE AGGREGATE $67000~000 C WORKERSCC=~=:;=A~ON WC009936616 11/01/2010 11/01/2011 X If es. desc. nbe umJer E.L. DISEASE - EA EMPLOYEE $1,000~000 Re: Mlchsslangeloe, 53345 New York 25, Southold, NY 11971. #1 - Mancini Architecture PLLC, Mancini Construction Management Inc., 222 Middle Country Road, Suite 226, (See Attached Dsscrlptlons) CERTIFICATE HOLDER CANCELLATION Michelangelo of Southold, Inc. 518 Montauk Highway, Suite B Eastport, NY 11941 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POECY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) I of 2 #S6418186/M6326816 ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SXAZP DESCRIPTIONS (Continued from Page 1) Smlthtown, NY 11787, #2 - FHV, LLC, 53095 Route 25, PO. Box 1409, Southold, NY 11971 and Michelangelo of Southold, Inc. are Included as Additional Insureds with respects to the Named Insureds operations per written contract. AMS 25.3 (2009/09) 2 of 2 #S6418186/M6326816 MODEL ND-PSP Exhaust Only Hood with Front Supply Plenum ® 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 exhaust/supply air fans in a "combination" Roof Top Package or sold separately, and UL Listed direct-fired heated make-up air units. Fire suppression systems indode final hookup and inspection, APPLICATION: Exhaust only, Iow CFM ventilation hood is UL Listed for use over 450°F, 600°F and 700°F cooking surface temperatures. Front supply plenum provides up to 175 CFM/linear feet of make-up air. DESIGN FEATURES & ADVANTAGES iSuperior exhaust flow rates (Example: A 4' Hood can perform at 600 CFM). Up to 175 CFM/linear feet of make-up air supplied through front supply plenum. UL Listed for use over 450°F, 600OF and 700°F 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 Iow 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-PSR 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 1/2 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 dans. UL listed incandescent light fixtures and plastic coated globes, suitable for grease hoods, shall be instal[ed and prewired to a Jnction 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" :lie MH12106), 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. 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 I~ Pre-piped U[300 fire system [] Enclosure panels [] End panels PERFORMANCE DATA SECTION VIEW: MODEL ND-PSP Max. Avg, Cooking Surface *Suggested Hood Model Temperature (°F) / Exhaust Supply Type Cooking Surfaces CFM/Ft. CFM/Ft. ND-PSP 250 175 (Wall Hood) ?00°F - Mesquite Grills, ND-PSP Charcoal Charbroilers, (2-piece island back Gas Conveyor Charbroile~ 500 350 to back wall hoods) ND-PSP 200 175 (Wall Hood) 600OF. ND-PSP Gas Charbroilers, (2-piece island back Electric Charbroiler~ 400 350 to back wail hoods) ND-PSP 150 135 (Wall Hood) 450°F- Ovens, Steamers, ND-PSP Kettles, Open-~urner Ranges, ~oiece island beck Griddles, Fryers 300 270 3ok wall hoods) MODEL ND.PSP tory representative if higher values ere required. CaptJve-Aire Systems, Inc. 112 Wheaton Drive Youngsville, NC 27596 1-(800) 334-9256 Fax (919) 554-1227 ONLINE CERTIFICATIONS DIRECTORY BXUV, L$05 Fire Resistance Ratings - ANST/UL 263 Design/System/Construction/Assembly Usage Disclaimer · Authorities Having ,~urisdictldn should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or C~assit'~d products, equipment, system, devices, and materials. · Authorities Having 3udsdictlon should be consulted before const~ctien. · Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance wrch applicable requirements. The published information cannot always address every constr~ction nuance encountered in the f'~id. · 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 [nformatldn ir~ludes specif[s concerning alternate materials and alternate methods of construction. · Only products which bear UL's Mark are considered as Classified, Usted, or Recognized. Fire Resistance Ratings - ANSZ/UL 263 D~sign No. L505 August 24, 2011 Unrestrained Assembly Rating -- 2 Hr. Flrdih Rating -- 75 )lin, Load Res~ for Canadian Appllcatiorm -- See Guide BXtJV7 of 9 9/28/2011 2:03 PI Resilienl Chann~ D~i~l Fi~'sl Lay~* End Second Layer End Joint De{ad Joird DI~I 2 of 9 9/28/2011 2:03 1. Fk~erintl System -- The flooring system shall consist of one of the following: System NO, 1 Subfloofl~g -- Min 1 by 6 in. T & G lumber fastened diagonally to joists, or rain 15/32 in. thick wood structural panels or 7/16 in, thick oriented strand board (OSB) wood strustural panels, rain grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. vapor Baa-let -- Nora 0.010 in. thick commercial rosin-sized building paper. Fink~h Fioor'mg -- Mini by 4 in. T & G lumber fastened perpendicular to joists, or rain lg/32 in. wood structural panels, rain grade "Undedayment" or "Single Floor". Face grain of plywood or strength axis of panels to be perpendiculsr to joists with joints staggered. System No. 2 Su~fioorlng -- Mtn 15/32 in. thick wood structural panels, rain grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. vapo~ Barrier - (Optional} -- Nora 0,030 in. thick commercial asphalt saturated felt. Floor Hat ~4atetla~* - (Optiona0 -- Min 3/8 in. to max 3/4 In. thick floor mat material loose laid over tbe subfloor. Floor topping thickness shall be as spectF~d under Floor Top~io~ Hixtu~e. uN/rED ST&YES GYPSUm4 CO -- Levelreck Brand Sound Reduction Board A~emate Floor Mat Haterla~.* - (Optional) -- Nora i/4 ~. thick floor mat matedal loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Topphag Nix'gum. UNITED $T&TE~ GYPSUM CO -- Levelrock Brand Floor Undedayment SRM-25 Ahrnate Floor Nat Haterlab* - (Optional) -- Nom 3/8 in. thick floor mat material loose laid over the subfloo~ Floor topping thickness shall be as specked under Fio~r Topping Hixture, GRA$SWORX L L C -- Type SCS0 Alternate Floor Hat Haterlal* -- (Optional) - Floor mat material nominal 3/8 In. thick loose laid over the subfloor. Floor topping shall be a rain 3/4 or 1 in. thickness of floor topping mixture for rolo 19/32 or rain 15/32 In. thick wood structural panels respectively. Fio~'h F~:~ff~lg - Floor Toppl~ Nlxtur~* -- Min 3/4 or 1 in. thickness of floor topping mixture for rain 19/32 or rain 15/32 in. thick wood structural panels respectively, having a rain compressive strength of 1200 psi. Refer to manufacturerls instructions accompanying the material for speciF~ mix design. UN,rED STATE~ GYI~U~I CO -- 7¥pe LRK System No. 3 auli~ooel~ -- MIn 15/32 in. thick wood structural panels, rain grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with Joints staggered. Vapor Barti~r - (Optional) -- Nora 0.030 in thick commercial asphalt saturated felt. I=lflJmh Flool~tg - Floor Toppl~ ~4~(tumm* -- Min i-1/2 in. thickness of floor topping mixture having a mln compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pct. Foam concentrate mixed 40:1 by volume with water and expended at 100 psi through nozzla. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type ! Portland cement, 300 lbs of sand with 5-i/2 gal of water. ELAS]'/ZELL CORP OF AMER/CA -- Type FF Syatem No, 4 Subflooflng -- MIn 15/32 in. thick wood structural panels, rain 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) -- Nora 0.030 in thick commercial asphalt saturated felt. Floor Hat Haterlal.* - (Optbnal} -- Nom 6 mm thick floor mat material adhered to subfloor with Hacker Floor Pdmer. Palmer to be applied to the surface of the mat prior to the placement of floor-topping mixture. When floor mat material is used, rain thickness of floor topping mixture is I in. HACKER ZNDUSTRZES TN(: -- Type Hacker Sound-Hat. Alterlaate Floor Mat Mate~al~* -- (Optional) -- Floor mat material nom 10 mm thick adhered to subfloor with Hacker 3 of 9 9/28/2011 2:03 P Floor Pdmen Primer to be applied to the surface of the mat pdor to the placement of a min 1-1/2 in. of floor-topping mixture. Alternate Floor Nat NateFiil* -- (Optional) -- Floor mat material nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a rain of 1 In. Alternate Floor Hat Naterlal~* -- (Optidnal) -- Floor mat material nom 3/8 in. thick ~oose laid over the subfloo~ Floor topping thickness shall be a rain of 1-1/2 In. HACKER ZNDUSTRZES ZNC -- TVpe Quiet QuH 60/040 Alternate Fluor Hat Natera, lI* -- (Optional) -- Floor mat material nora 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a mtn of 1-1/2 in. HACKER ZNDUSTRZES/NC -- Type Quiet Qud 65/075 Natal 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 matebel. 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. Flniih Flooring - Floor Topping Nlsture* -- Nih 3/4 or I in. thickness of floor topping mixture for rain 19/32 or min 15/32 in. thick wood structural panels respectively, having a mio compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to !.9 cuff of sand. HACKER :[NDUSTI~E$ :[NC -- Firm-Fill Gypsum Concrete, Firm-Fill 2010, Firm-Fill 33it0, Firm-Fill 4010, Firm-Fill High Strength, Gyp-Span Radiant System No. 5 Subfloor~ng -- Min 15/32 in. thick wood structural panels, rain 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) -- Nora 0.030 in thick commercial asphalt saturated felt. FlfllIh Fioor~g - Floor Topping Hlxture* -- MIn lin. thickness of floor topping mixture having a rain compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:! by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of ]..4 cu feet of preformed foam concent~te to 94 lbs Type I Portland cement, 62.5 lb of pea gravel, 312.5 lbs of sand with 5-1/2 gal of watec System NO. 6 Subfk~fllg -- Mln 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. Flnl'h Flooring - Floor Topp~lg Nlxture* -- Min 3/4 or I in. thickness of floor topping mixture for ].9/32 Or 15/32 In. thick wood structural panels respectively, having a rain compressive strength of 1000 psi. Mixture shall consist of 5 to 8 gal of water to 80 lbs of floor topping mixture to 2.1 cuft of sand. ULTRA QU:[ET FLOOR~ -- UQF-A, UQF-Super Blend, UQF-Plus 200 System NO. 7 Subfloorlng -- Min 15/32 in. thick wood structural panels, min grade 1'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 Nat NateriaI-* - (Optional) -- Nom 1/4 in. thick floor mat material loose lsid over the subfloor. Iqaxxon Floor Pdmer to be applied to the sun'ace of the mat pdor to the floor topping placement. When floor mat material is used, min thickness of floor topping thickness is i in. Floor topping thickness a rain 3/4 in. over Acousti-Hat ! floor mat. tqAX~ON CORP -- Type Acousti-Mat [, Acousti-Mat II <emate Floor Net Haterlall* - (Optional) -- Nom 0.8 in. thick floor mat mater~l loose lald over the subfloor with 4 of 9 9/28/2011 1:55 P [5.R. U ¥.L3U3 '- 1~ lre Kes~stance i(atmgs - AN:~U UL Z03 btlp://database.ul.com/cg~-bm/XY V/template/LISEXT/1 FRAME/show Crack Suppression Mat (CSM) loose laid over the Aoor mat material, Floor topping thickness shall be rain 1-1/2 in. MAXXON CORP -- Type AcoustJ-Mat 3, Crack Suppression Mat (CSH) 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 rain 1-1/2 in. AlternatI Floor Malt Materialm* - (Optional) -- Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Pdrner to be applied to the surface of the mat pdor to the floor topping placement. Floor topping thickness shall be rain 1-1/2 in. MAXXON CORP -- Type ~nkasonic 9110 AlterrJte Flo~r Mat Materials* - (Optional) -- Nom 0.2 in. thick floor mat matedal loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat pflor to the floor topping placement. Floor topping thickness shall be rain 3/4 in. (1 in. for rnin 15/32 In. thick wood structural panels). Metal Lath (Optional) -- For use with floor mat matepels, 3/8 In. expanded galvanized steel diamond mesh, 3.4 Ibs/sq yd or Maxxon Corp. UL Classif~d Crack Suppression Nat (CSM) loose laid over the floor mat material. Floor topping thickness MA)O(ON CORP -- Type Crack Suppression Nat (CSM) Finish FloorJr~ - Floor Topping Mixture* -- MIn 3/4 or 1 in. thickness of floor topping mixture for rain 19/32 or rain t5/32 in. thick wood structural panels respectively, having a rnin compressive strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu It of sand. M&XXON CORP -- Type D-C, GC, GC 2000, L-R, T-F, CT S¥ltem NO. 8 SubJ~orl~g --Min 15/32 in. wood stnJctura[ panels, rain grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to joists with joints staggered. Valx~' Ball~er - (Optional) -- Nora 0.030 in thick commercial asphalt saturated felt. FIO~I' Malt Matarllll~* - (Optional) -- Norn 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Pdmer to be applied to the surface of the mat pflor to the floor topping placement. When floor mat material is used, rain thiekness of floor topping mixture is I in. Floor topping thickness a rain 3/4 in. over Acousti-Mat ! floor mat. ~AXXON CORP -- Type Acousti-Mat I, Acousti-Mat II Alternate Floor Mat Materiall* - (Optional) -- Nora 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppress~n Nat (CSM) loose laid over the floor mat material. Floor topping thickness shall be mln I-1/2 In. MAXXON CORP -- Type AcoustFMat 3, Crack Suppression Nat (CSM) Metal Lath (Alternate to Crack Suppression Nat (CSM)) -- 3/8 In. expanded galvanized steel diamond rnesh, 3.4 Ibs/sq yd loose laid over the floor mat material. Floor topping thickness shall be rnin 1-1/2 In. Altarnata Floor Mat Matarlalm* - (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 topp~g thickness shall be rnin 1-1/2 in. MA)O(ON CORP -- Type Enkasonic 9110 Alternate Floor Mat Materials* - (Optional) -- Mom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Pdmer may be applied to the surface of the mat pdor to the floor topping placement. Floor topping thickness shall be min 3/4 in. (! in. for min 15/32 in. thick wood structural panels). MAXXON CORP -- Type Acousti-Mst 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 Haxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be rain ! in. MAXXON CORP -- Type Crack Suppression Mat (CSM) 5 of 9 9/28/2011 1:55 P1 F~li~h Fioor~l - Floor Toppln~ Mbctum'~* -- Min 3/4 or I In. thickness of floor topping mixture for rain 19/32 or mln 15/32 In. thick wood structural panels respectively, bevlng a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cuft of sand. RAPZD FLOOR SYSTEMS -- Type RF, RFP, RFU, RFR, Ortecrete System NO, S Subfl~orln~ -- Min 1 by 6 in. T & G lumber fastened diagonally to joists, or rain 15/32 in. thick wood structural panels or 7/16 in. thick oriented strand board (OSB) wood structural panels, rain grade "C-D" or "Sheathing". Face gr~in of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Plnbh Floor = Mkmral and Fhr Board* -- Min 1/2 in. thick, supplied In sizes ranging from 3 It by 4 It to 8 It by 12 ftc. All joints to be staggered a rain of 12 in. with adjacent sub-floor joints. HOMA$OTE CO -- Type 440-32 Mineral and Fiber Board System NO. 10 Subfloorln~ -- Min ).5/32 In. thick wood structural panels, mln grade "C-D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vllpor Bartimr - (Optional) -- Nora 0.030 in thick commercial asphalt saturated felt. Fioo~ Mat Miit~rioll* - (Optional) -- Min 3/8 in. to max 3/4 in. thick floor mat material loose laid over the subtloor. Floor topping thickness shall be as specified under Floor Toppln~ Mixture. UNZTED STATES GYPSUM CO -- Levelrock Brand Sound Reduction Board Alberrmte Floor Mat Mat~rbl-* - ¢opt~n~l) - Floor mat matedal nora 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be as specified under Floor Toppin~ MIxtur~. UN-,-'rED STATES GYPSUM CO -- Levelrock Brand Floor Undedayment SRM-25 <enlat~ Fioor Mat Mater~b* - (optio~l) - Nora 3/8 in. thick floor mat matedal loose laid over the subfloor. Floor topping thickness sha~l be as speciF~d under Floor Topping Mixture. GRASSWORX L L C -- Type SC50 Flnbh Flcmrlng - Fioo~ Topping Mixture* -- Min 1/2 or 3/4 in. thickness of floor topping mixture for rain ~.9/32 or mln 15/32 in. thick wood structural panels respectively, having a rain compressive strength of 3000 psi. Refer to manufactureds Instructions accompanying the mateda[ for specifc mix design. uN/rED STATES GYPSUM CO -- Type HSLRK System No. 11 Subf~oring -- 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. Viip~r Bartior - (Optional) -- Nom 0.030 in thick commercial asphalt saturated felt. Fiot~h Flooring - Fk~or To, ping Mixture* -- Nih 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 pal. Foam concentrate mixed 40:). 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 Ihs ! Portland cement, 300 lbs of sand with 5.5 gal of water. CELLULAR CONCRE'F~ L L C -- Floor-Topping Mixture System NO. /.2 Subfl~oring -- Min 15/32 in. thick wood structural panels, mie 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) -- Nora 0,010 in. thick commercial rosin-sized building paper. Fiol~h Fioo~ - Floor Topping Mixtu~* -- Min 3/4 or 1 in. thickness of floor topping mixture for ).9/32 or ).5/32 in. thick wood structural panels respectively, having a rain compressive strength of 1000 psi. Refer to manufacturer's Instructions accompanying the material for specit'~: mix design. ALL~ED CUSTOM GYPSUM PLASTERWORKS L L C -- Accu-Crete, AccuRediant, AccuLevel G40 and AccuLevel SD30. 6 of 9 9/28/2011 1:55 Alternate Floor Mat Nat~i~l- - (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose isid over the subfloor. Floor topping shall be a rain of 3/4 in, or ! in. thick of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively. ALI.ZED CUSTOH GYPSUH PLASTERWORKS L L C -- Type AccuQulet PB0, Type AccuQuist C40, Type AccuQuiet RSM 20, Type AccuQuiet RSM 32, Type AccuQuiet R~M 48, Type AccuQulet RSM 64, and Type AccuQulet P~H 120 System No, ].3 SubfloorJng -- 15/32 or 19/52 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 joJnt~ staggered. Vapor Barrier -- (Optional) -- Nora 0.0:30 in. thick commercial asphalt saturated felt. FJnbh Flooring -- Floor Topping Mixture* -- M Jrt 3/4 or :L Jrt. 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 mated~l for spech~c mix desk]n. System No. 14 Sub~morln~ -- Min 15/32 in. thick wood structural panels, rain 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 -- (OptK:)nal) - Commercial asphalt saturated felt, 0.030 in. thick. Yapor Barrier -- (Optional) - Nora 0.010 in, thick commercial rosin-sized building paper. Flnrih FloorktB* -- Mia 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 I~laterlall* -- (Optional) - Nora. 1/4 in, thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. KEENE BUZLDZNG PRODUCTS CO ZNC -- Type Quiet Qud 55/025 and Quiet Qud 55/025 N Al~emmta Floor Mat MateHml~* -- (Optional) - Floor mat mater)al Nom. 3/8 in. thick loose laid over the subfloor. Floor topping thickness sha)l be a minimum of ! in. KEENE BUZLDING PRODUCTS CO ZNC -- Type Quiet Qur160/040 and Quiet Qud 60/040 N Albert~ate Floor Hat Ha~erlall* -- (Optional) - Floor mat matepal Nom. 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. KEENE BU~LDING PRODUCTS CO INC -- Type Quiet Qud 65/075, Quiet Qud 65/075 N A~ernate Floor Mat Materlall* -- (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 Qud 52/013 and Quiet Qufl 52/013 N Alternate Floor Mat Matentall* -- (Optional) - Floor mat material Nom. ¥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 I in. KEENE BU/LDZNG PRODUCTS CO zNC -- Quiet Qud 55/025 MT and Quiet Qud 55/025 N /,IT 2' W~ ~ m Min 2 by :[0, spaced 16 in. OC and effectively fireblocked in accordance with local codes. .~'J. Croe~ $rldgb~g -- Min I by 3 in. or mie 2 by 10 solid blocking. ~'4. ~imnt Channel~ -- Resilient channels, formed from No. 25 MSG galv steel and shaped as shown, spaced 24 in. OC perpendicular to jolat. Channels overlapbed 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 Immediatiey 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 Iqambem -- As an alternate to Item 4, furring channels and Steel Framing Hember~* as described below: a. Furring Ch.lnnet- -- Furring channels, formed of No. 25 HSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to joists. Channela secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with doubla strands of No. 18 SWG gaiv steel wire near each end of overlap, 7 of 9 9/28/2011 1:55 b. Ste~l Framing Member~* -- Used to attach furring channels (item a) to joists (1tern 2). C[lps spaced 48 in. OC., and secured to alternating Joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction ftted 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 Additidnal clips required to hold furring channel that supports the wallboard butt Joints, as described in Item 7. 5. ~lfp~um ~rd* -- - Two layers 5/8 in. thick gypsum board. When resilient channels (Item 4) are used, first layer Installed with idng 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. lin distance from the edges and ends of the board. Second layer installad with idng dimension Derpsndicular to the resilient channels and center line of boards lecated 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 w~ch additional screws 3 in. from side Joints. End Joints secured to both resilient channels as shown in end joint detail. All screws located I In. lin distance from edges of boards. ~ 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, roueded-edge gypsum board where edge joints are covered with paper tape and joint compound. As an alternate, nora 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. When Steel Fmmln~ Nembem (Item 4A) are used, sheets installed with bng dimensions parallel with trusses. Base layer attached to the furdng channels using 1 in. long Type S bugle-heed 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 lin 2 ~. within the assembly, and occur midway between the continuous furring channels. Each end of each gypsum board shah 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 tress with one RSIC-1 dip at each end of the channel Butted base layer end Joints to be offset a lin of 24 in. in adjacent courses. Outer layer attached to the furdng 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 lin of 8 in. from base layer end joints. Butted side joints of outer layer to be offset lin 18 In. from butted side joints of base layer. AMERZCAN GYPSUN CO -- Type AG-C, CERTAZNTEED GYPSUM ZNC -- Types FRPC, SF3, ProRoc Type C CERTAZNTEED GYPSUM CANADA ZNC -- ProItoc Type C GEORGT~-PAC~FZC GYPSUM L L C -- Types 5, C, DAPC, GPFS1 LAFARGE NORTH AMEI~CA ZNC -- ~/pss LGFC3, LGFC-C, LGFC-C/A NATIONAL GYPSUM CO -- Types FSK-C, FSK-G, FSW-C, FSW-G PABCO BUZLDZNG PRODUCTS L L C, DBA PASCO GYPSUI~ Type C, PG-3 or PG-C TEMPLE-I'NLAND -- Types TG-C 6. Screw, Gypsum Board -- I in. long, with 0.129 in., self-drilling and self-tapping shank, and Phi[lips-type 0.355 in. diem 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. Fin~hlng $¥~item - (Not Sho~w~) -- Vinyl, dry or premixed Joint compound, applied in two coats to joints and screw- heads. Nora 2 in. wide paper tape embedded in first lsyer of compound over all joints. AS an alternate, nora 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. Bearing the UL Classification Hark Last Updated on 2011-08-24 OuestJons? Prlnt this o~g¢ Notice of Disclaimer Paoe TOD 8 of 9 9/28/2011 1:55 UL perTnlts the reproduction of the material contained in the Online Certif~ation Directory subject to the following cond~ions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, withou~ any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Ur~lenvdters Labor. toiles Inc." must appear adjacent to the extracted material. ~n addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2011 Under~dters Laboratories Inc.®" 9 of 9 9/28/2011 1:55 PI AES MANUFACTURER: PROfEX il : (1) LB000 (1) L4600 __ L6000 HOOD SEALS (TYP.)~ Pipin9 Material BLACK SCH 40 Max. Rise 10' 22'-3" HOOD --~--\ CEILING Supply Pipe S;ze 1/2" Branch Pipe Size 1/2" DROPS 3/8" ~ / ~ ~,~ o~o ----lj ' Gas Valve Type: MECH Size 2" Monu[octurer HEISERTYPE AREA HEIGHTS 10"x24" DUCT 10"x24" DUCT x I I Detector Temperature Rating: 360' & 450' (BACK OF HOOD) (BACK OF HOOD) I ~ I Hood Size: 22' 3" Duct Size: (2) 10"x24" I .L2a /I I\ NL2a I ~J F :~,I · IF ~ ~ ~ ~' · IBE~- ----[::B~ I EQUIPMENT QTY. SURFACE TIP#/QTY NOZZLE LOCATIONS 360' L~T~d 450' 560' L ~L~ 2360' 360' ~L~HL36o' ~,,H______ NL,."~_ L36O. __ NUMmi d ~o I ~ : ..... ~ i J i i DUCE 2 10"×24" NE2D 2 0"-6" 0"-6" IN OPENING i I T- ~- I ~ T- I I ~ J I I PLENUM 1 22' 3" NLIH 4 0" 6" FROM END OF PLENUM I I r I I I I I I I I I ] J I I PROTEX II I I CANDY STOVE 1 18"xlB" NL2L~ 1 34" 48" CENTER SYSTEM I [ RANGE-8 BURNER 1 48"x27" NL2L, 2 34"-48" CENTER 4' 4' 4' 4' 4' 4' 4' 4' I I RA~ CHAR BROILER 1 18"x24" NL1H] 2 24"-48" CENTER NL2L NL2L NL2L NL1M NL2L NL1H NL2H NL2H NL2L 1 34"-48" CENTER ] ] RANGE_6 BURNER 1 36"x27" , '1 6' FO EDGE OF ~ NL1H 1 ¢0"-50" CENTER FRYER GUARD~ HOOD ON I I BOTH SIDES IL~J FRYER 2 14"x24" ~L~H- 2 24"-48" CENTER I RPSM _ >~ PULL o ~ ~ ~ ~ ~ STAT ON ~ 30"x28" - ~' ' : ~ >- 36"×28" >- 2" PROTEX Il L3000 PROTEX II L4600 : -~ m ~ ~ '~ o ~ ~: GAS -o ~ 48"x27" 56"x2T' MAX, FLOW POINTS _ u~ CONVECTION ~ ~ c~ ~- ~ <~ CONVECTION I :×>-co ~ 8 BURNER RANGE OVEN %o× c=%< -io× ~ --¢- <c 6 BURNER RANGE ~' ~- OVEN VALVE ~ I MAX PIPE VOLUME = 1910 MAX PiPE VOLUME = 2600 - <cz ~ o ~ ~ - ~- -~-× -~× ] MAX VOLUME BETWEEN FIRST AND MAX VOLUME BETWEEN FIRST AND c~ ~ ~ ~ - -- E~ LAST NOZZLE 1125 LAST NOZZLE 2000 ~ FLOOR !POINTS USED = 8 POINTS USED = 14 L3000 3 GAL CYLINDER RPSM PULL STATION L4600 4.6 GAL CYLINDER 3234 FUSIBLE LINK 560' A ['[R]~ IqXTINGU]$[-JJ~R ENMCU2 ENCLOSURE 3255 FUSIBLE LINK 450' WITH A MINIMUM RATING ENS ENCLOSURE 4200H 2" SHUT OFF VALVE FRONT VIEW or Gl"ASS X MUST ]3E NL1H NOZZle MSDPDT2 ELEC. SW TWO SW ASSBY 8CALE:3/8,,=I,_O,, INSTALl.RD WITHIN TH~ NL2H NOZZLE CO26 C02 CARTRIDGE VICINITY OF THE NL2L NOZZLE 90KBS CORNER PULLEY COOKING AREA. NL2D NOZZLE SCFM STAMP NOTES: A derson Fire x_ Fryers to hove High Limit Control to shut off fuel et 425'. 90'Neil Ave., Bay Shore, N.Y. 11706 x Detectors shell be located over every piece of equipment _x The System installed os per manufacturers specs and the AHJ Tel: 631..435-1002 x_ The System has been installed os per UL300. x The following functions to operate upon system dFscharge: Contact: Patrick TurTo * Supply air damper closes * Gas fuel shuts off in kitchen * Exhaust fan remains on * Electric fuel shut off under hood *All systems to ocUvate simultaneously in same hoz0rd oreo. PEGASUS ENGINEERING * Fire Alarm shall activate if one is installed in building. _x Manual Pull is located o maximum 20 ft. from hood and 4 Et. 6 Nodworny Lone. Slony Brook. N.Y. I1790-2100 from floor. PLANNING A BETTER WORLD _x All fuel sources are GAS unless otherwise noted. 651-751-6600 WWW.PEGASUS.ENG.PRO IDEAL UNAUTHORIZED ALTERATION OF, OR THE ADDITION '"- ,--'- ' JOB SITE: TO PLANS OR DOCUMENTS BEARING THE SEAL OF A LICENSED PROFESSIONAL ENOINEER IS A v,o ,ON SEDT,ON SU O,VlS,ON Michael Angelo's THE NEW YORK STATE EDUCATION LAW ANY ALTERATION ~O THIS DOCUMENT MUST BE DONE ~3¥ A PERSON ACT~NO UNDER THE D~REET 53345 Route 25, Southold, N.Y. 11971 BUPERVIBION OF A LICENSED eROFESSIONAL IN ACCORDANCE WITH THE STATE EDUCATION LAW COP~ES OF THIS DOCUMENT NOT MARKED WITH (~)~ AN ORIGINAL OF THE PROFESSIONAL ENGINEERS SCALE: DWG OWG INKED OR EMBOSSED SEAL SHALL NOT BE DATE: BY NO ~,~. - ~-- ~ ~f CONSIDERED TO BE VALID TRUE COPIES 1 1/10/1 1 AS SHOWN A.X.C. 1 KITCHEN CONS'IRUCTIOH (c) ~ ~ING ~0~(~ 1/2 ~(~f _ ~ ~ ~G ~L~i~ ff~of - ~ ~ 24' HT.(~C) H~D x~J,~m~tx~) (~~) (~Ftx~ [~x~~md,~F ~ ~ .~, (d) - ~- 16 b~ ~ ~ ~ - - ~Y ~U~ ~g ~ t~p, ~~m~ (d) ~~h~lu~ FAN ~A~ - ~ ~1~ ~ up ~d GENERAL NOTES ,' " pF~IOI~IS AYAILAi~,LETo COMMENCEMENTTO THE OEJNEROF TllEot~ SU~,-CONT~ACTO'~SLUO~.. FOR CONSULTATION R~E~AROINQ THE INTENT OF THESE PLANS. ANY OE',/IATION FROM THE pLANS 5HALL BE REpO~TEO TO TWE ARCHITECT, IN LdRITINQ, ' [~'~,~'" ,~ ¢~i~, ¢ ~1 i LANGELO OF SOUTHOLD 53345 NY 25, Southold, NY ! 1971-4643 S.C.T.M.#: 1000-61-01-12.2 + 13 SCOPE O~F WORK: INTERIOR ALTERATION OF 3,240 S.F~ OWHER: FHV, LLC. 53095 ROUTE 25. PO. BOX 1409. SOUTHOLD, NY 11971 ARCHITECT: MANCINIARCHITECTUREPLLC. 222 MIDDLE COUNTRY RD. SMITHTOWNN¥11787 LESSEE: MICHELANGELO OF SOUTHOLD, INC. THIS ~,UILDIN~ SHALL CONFOF~M AME~[OAN NATIONAL STANDX',~D FO~ ~tJILDIN~S, FAOILrTI~& p~OV[DIN~ ACCE551~ILIT% ANID USA~ILfT~ FO~ pNYsrOALL% ~N~fOAPPE~ pEOPLE, ANSI ~11].1-1~ CONTRACTOR5HALL ~IS[T TNB 5 TE. DD~IN~ TNI5 TI~E THE CONTRAGTO~ 5HALL HA~ NOTE OF THE EXISTIN~ FINISHES AND ~0t~ ~E~DI~ TO ~EET THE ~EQDIRE~ENT5 OF THE ~A~IN~5 AND 5MALL p~OVIDE ALL NECE55ART, TEMPOrArY AND/O~ PE~ANENT SUpporT, ~CIN~, SNORINg, ETC.. ~5 ~E~UI~EP FO~ THE SAFE [NSTALLATION OF NED CONST~DCTION. ~ILL NOTIP% THE OONSTRWCTION ~ANA~ER IN D~ITIN~ ~NEN AN rNSPECTION DILL ~E ~E~WI~D TO CONTINUE O~ COMPLETE TPE~R iD,) p~OTECT[ON OF EX[ST[N~ HODSE AND UNDE~STANDIN~ THAT OGGDpANo~ DILL CONT[NdE T~O~N ~05T OF T~E CONSTRUCTION ~[LL BE 'T~E ~QU[~B~ENT OF ALL CONST~CTOR5. FIHBH NOTES OUTSIDE CO~NE~S. ALL JOINT5 5WALL ~E TAPED, SPACKLED AND 5ANDE~ SMOOTH,, pOLISHED ~ND ~EADT FO~ PAINTINg, PLUMBING NOTES 2) CONT*AGTO* 5HALL ~E *ESpONSI~LE FO* FAMILIA*IZINQ NIM$ELF ~,TN ALL EXISTINQ CONDITION5 AND D[MENSION5 P.lo* TO 5TA*TIN~ ~o~. THE PLU~IN~ CONT~ACTO~ 5HALL A56UME ALL ~SpONSI~ILIT% Fo~ Hi5 ~0~ AND SHALL OU~NTEE TN~ ~0~ OF Hi5 CONT~T FO~ A PERIO~ OF ON~ %EA~ F~OM ~ATE OF COMPLETION OF INT~EN~ DU~IN~ INSTALLATION OF ~IPIN~, ~QUI~NT. ET~, ¢) OONT~OTO~ 5HALL FD~NISN AND INSTALL ALL INSDLATION ~B~UI~BD TO MINIMIZE HEAT ~AIN AND L055, AND p~YENT CONDENSATION ON PIPIN~ 5TSTE~. rNSULATION 5HALL BE FIBE~LA55 /" THICk. I Iii F~ p~ovr~ ALL EXCAVATION ~ND BAO~ILLIN~ OUTSIDE AND INSIDE THE DWILDiNO ~QUIRED TO P~OPE~ INSTALL THAT HAT BE ~]~ED BT LOCAL ~UNIOIPAL[T~ , DTILIT%, O~ OTNE~ ~O~[N~ ~OD~, BO~, O~ ~ENC~ NAYIN~ JD~ISDICT[ON. 112 CONT~AOTO~ 5HALL PErFOrM ANT AND ALL TEST5 THAT ~AT DB ~UI~ED BT LOCAL MWNIOIPALITT, DTILITT O~ OTHE~ ~OVERNIN~ ~ODT, DOARD O~ A~ENOT HAVIN~ Ju~rsDICTION. ELECTRICAL NOTES tEXI,STIN~ BRIC~ RESTAU~R~NT SUBJECT BUILDIMG (N.'r'.5. ~OUTE 25.) L 1-1/2 FR,41'lE ESUILDIN~ PLOT PLaN SHEET NO, T-1 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 EXPRESSEB WRIT-EN 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 ANB CIVIL LAW ~ NEW YORK STATE UNIFORM CODE PROJECT COMPUANCE REVIEW SHEET ~ Section 70R.3 - Smoke barders are not app[icahle to this work. 5 Project: Michelangelo's Restaurant, 53845 New York 25 (Main Road) Seutho[d, New York 1~g71-4643 gCTM# 473889 S~ctlon 61 Block I Lot 13.1 2010 New York State Uniform Code Reviewed for compliance by SK Consulting, gte[on gahL NTS Certified Code Enforcement Official NYOOO771B (0692-72468) (Town of Southold Code review was not done.) Scooe: Renovations and alterations for existing msteuraot per architect. This includes updating the intedor and the bathrooms for NYS Code and AOA compliance. The exterior is to be renovated by adding proposed to add a new walk-ie box and storage shed to the back of the building, it is also proposed to demolished. or RS), See Existing Buildin§ Code Section 40:1.8. The building is in the munieipegty of the Town of Seuthold. The Town does not have MRLS (more restrictive IDeal standards) approved by the State of New York Codes Division. The ~own of Soothoid is in a one hundred twenty mile per hour wind zone as per the wind maps in the 2010 NYS Building ode, As an existing building with new construction proposed, the 2010 NY5 Existing Building code (and Property Maintenance Code and Fire Code where cited) are the legat doc~meets th: use in t~is project, g02), Defined Work: Section 404 - Leve~ 2 alteration m us: comply with Chapter fl & Chapter 7. ,sec:fort 405 - Level 3 alterafiohs must comply with Chapter 6, 7 & 8. Section 703.4 - Interior finish fire ratings are to comply with the 2010 building code NYS sectfons 603 and 804~ AS per sectioD 803.4~1, fire rated ce,iling materials shall be attached directly against such construction or to furring strips not exceeding 1.TS~ applied to such surface. Intervening space shall be flllad with inorganic or class A material or fire blocked at max 8 feet in any direction as per section 717 NYSBC. Section 803.4.2 requires drop celilngs to be doss a fire rated. Section 803.5 requires wails and ceilings to have a class C fire rating. Sec:ia n 804 requires interior floors to have a class 2 fire rating in exfts and all other areas are to have certifieD:ion for DOC FF~i "pill tesV'. Section 808.6 textile coverings and expanded vinyl coverings are not permicted unless the work area Isfire sprinkled. Section 703.6 - Guards are not applicable to this work. SECTION 704 FIRE PP~OTECTIONS Section 704.2.1 -Through - 704.2.5 - fire protection svstems requirements are not applicable to proposed work under these sections. Exits and corridors are not shared by more than one tenant within the work area. Section 704.8 -Stand pipes are not appgcable to this work. Work area is at grade, Section 704,4 - Alarms are not required bY the EBC for A2 occupancy, SECTION 705 MEANS OF EGRESS. Requirements of this section need only to be complied with if the exits are shared by other tenants with the subject work area. Since the subject work area has its own exits this section is not applicable to the proposed work. SECTION 706 ACCESSABILITY. Section 706.1 all new building elements and elemeots altered shall comply with section 605 of the EBC. See upcoming code section review, Section 706.2 - Is not applicable to this work area. Section 786,8 -Applies to "R' occupancies only. SECTION 707 STRUCTURAL The pla ns note that exlsURg bearing wails below the second stow back wall are to be removed. Ti~e location of this wall is at the existing toilets and possibly across and above the kitchen. The archway from the pizzeria to the new bar and dining iroom Is to be enlarged. The existing front windows and bulkheads are to be removed, See structurall drawings for compliance with these sections. Section 707J. - Reconfigured space subiestilng portions of the building to hfgher gravity loads must conform to chapter 16 of the Building Cede,of NYS. See structural drawings. 2 Level 2 - Reconfiguration of the space, the addition of any door or window, the recnnfiguratfon or extension of anysystem, or the installation of any additional equipment. Lpee( 8-The defined work area exceeds 60% aggregate area of the building. Section 400- Change of Occupancy. Section 407 - Additions Section 408 - Historic buildings. Section 409 - Relocated buildings. Compile pce: The scope of work wig require compliance with the 2010 EgC CHAPTERS 6, 7 and repairs oniy, See end of review for the NY State Uniform code compliance for the new walk-box ahd storage shed. Chanter 7 Chanter Breakdown: Section 701.2 - Must also comply with Chapter 6. Section 701~ - All new construction, elements, components, systems and spaces shall comply with the 2010 Building code NYS. Exceptions: t. New windows are not ~!uirect to comply with the light and ventilation requirement~ of the building cede. 2, New electrical work shall comply with Section 708 of the EBC. 3. Dead end oonidore in new spaces need only to comply with Section 705.6 4, New spaces shall have a mlnimum Doffing height of 6' - 8", 6' - 4" undee beams and drops less than 30% of the floor area, See plans for compliant headroom. The new front entry door and all new doors within the work area shall comply with the BCNYS section 1008 (ali) including 86" width, panic hardware for the exit doors, ~" inch thresholds, handicapped hardware~ and hardware height of 84" to 48% Section 702.1 - Special use and occupancy. This section does not apply to the work propesed, SECTION 703 BUILDING ELEMENTS Section 703.1 - Building elements and matedals shall be limited to level 2 work ardas and bevond where specified in this code. See plans for new cons:rug:ion and materials. Section 703.2 - Existing vertical openings are not required to corn ply with sections 703.2.1, 708.2.2 and 783.2.3. Since there are no vertical openings (enclosed stairs) within the work area this section does not apply, 4 Section 707.2, 707.3 ~ Applies to the work proposed. New structural members will be required to corn ply with the Building Code of NYS for structural design and material compliance. Section 707.4.1 - Applies to the work prope~sed, The existing structural mom berg effected by the agerafion and work must comply with the Blulidlng Code, unless the stress is not increased by 5%. Section 707.4.2 -This section is not applicable to the work. Section 707.4.3 - This section is not applicable to the work. S(~CT~ON 708 ELECTRICAL Section 70g.:L- All new electrical equipmenlt and wiring is to comply with Eg¢ Section 602,g. Section 708.2- Level 2 alterations in A occispencies shall have existing electrica~ upgraded as per Chapter 6. Section 708.3 -This section is not applicable to the work. SECTION 709 MECHANICAL SYSTEMS SectiOn 709.:l- Mechanical systems. Recon¢igured spaces shall comply with the Mechanical Code of NYS. Exception, existing mechanlcal equipment and yen:ga:ion systems chali comply with Section 709.2. Section 709,2- Existing mechanical equipment shall provide not less than 5 cubic feet per minute (CFM)(.OO24m 8/s) per person of Outdoor air and not less than 16 CFM (.0071m 8/s) of ventilation pet person; or not less than the amount of ventilation air determined by the fodoot air quality proced ute of 6 Section 601.2 - An existing building and portion thereof shall be not altered such that the existing building becomes less safe then Rs existing condition. Exception - Where the current level of safety or sanitation or is proposed to be red uced, the portion altered shall comply with the requirements of the BUILDING CODE NYS. The existing space has R exits. One from the kitchen and two from the pizzeria/bar/dining shared areas. In the alteration and reconflguration of the space, the I~vo ex[ts must remain as per BCNYS section 1019 and table 1029. The proposed occtlpaot load including standing space is 2:LB people. I to 500 requires 2 exits. A single exit is not permitted where the occupant load is over 49 for "A" occupancles~ As such, this exit in the dining room by the boiler room must remain. Section 6oi.3 - Not applicable as project is not in flood zone. SECTION 602 BUILDING ELEMENTS AND MATERIALS Section 602.1 & 60,2.2 - for interior finishes see secgon 703.4. Section 602.3 - Materials and methods of ali new work shall comply with NFPA 70, BCNY6, ECCCNYS, MCMYS, FCNYS, as applicable, See section 701.8. The new kitchen hood shall comply with Sections 505, 506, and SO7. See mechanical drawings for details exhausts, ducts and calculations, Kitchen hoods shall be provided with fire suppression systems as per section 509. Ali new doors shall be handicapped accessible with appropriate hardware and opening force as per the building code of NTS. Panic shall be provided on pew doors and hardware shall be at 36" to 48" above finish floor, Exit signs and directional signs shall be provided as per the Building Code of NYS, Exit sign is not required at the main door. Section 602,8.1 - FGCNYS, only Chapter 3 (general regulations} except Sections 308.7 and 306, all of Chapter 4 (gas pipe) installation except Sections 401.8 and 402.3 are applicable. Sections 401,8 ced 402,3 shall only comply when tho work being done increases the lead on the system such that the existing pipe does not meet the size required by the Code. Existing systems that are modified shall not require resizing as long as the Icad on the system is not increased and the system length is not increased even If the altered system does not meet Code minimums. All of Chapter 5 (Chimneys and vents) and all of Chapter 6 (specific appliances) are applicable. SECTION 603 FIRE PROTECT[ON Section 603.1 - Fire Protection see SecUon 704 except as required for new knchen hoods. Section 603.2- Not applicable to this work area. S~CTION 604 MEANS OF EGRESS. See seedoe 601. SECTION 605 ACCESSABILITY Section 605.1,3- NO platform lifts. Section 605.1·4 - No ramps. Section 605.1.11- Door thresholds are provided at a height of no more than one half inch with beveled Section 505.2 - Alterations to areas containing primary functions applies. Pizzeria bar and dining room will be no reroofing, 8 Section 502.2 - Glazing in hazardous locations shall comply with the safety glazing requirements of the BCNTS. Exception - glass block walls, Iouvered windows and jalousies with like materials and historical glazing per Section 1102,5 may be replaced in kind, SECT}ON 503 FIRE ANO LIFE SAFETY Section 503,1 - Repairs done in a manner that maintains the level of fire protection provided. This (D) of NFPA 70. Section 507.E,2 - Plug fuses of the Capital Edison -- base type shall be used for replacements only where there is no evidence of over fusing or tampering per applicable requirements of section 240.51 (B) of NFpA 70, Section 507.1.8 - For rep~acemeot of non grounding - type receptacles with grounding - type receptacles and for branch circuits that do not have an equipment grounding conductor in the branch drcuitp/, the grounding conductor of a grounding - type receptacle outlet shall be permitted to be grounded to any Existing mechanical systems undergoing repair shall not make the building le~s conforming then R was before the repair was undertaken. Section 509 PLUMBING Section 50g& - Plumbing materials and supplies shall not be used for mpaits that are prohibited in the PCNYS, Section 509.2-Water closets that are replaced shall have a maximum water consumption flow rates and quantities shall be E,6 gallons (6L) per flushing cycle. Exception - blow out design water closets 3.5 gallons [13L) per flushing cycle. NEW CONSTRUCT[ON New construction shall comply ~vith the 2010 NY State Building Code. The new walk - box shall compht with section 1101.2 Factory-built equipment and appliances. Listed and labeled self-contained, factory, built equipment and appliances shall be tested in accordance with UL 207, 412, 471 or 1995. Such equipment and appilancce are deemed to meet the desigrt, manufacture and facfo~, test requirements of this Code if installed in accordance with their listing and the rnanufacturer~s installation instructions. The proposed shed shall be constructed in accordance with the NY State Building code Chapters 1 § through 23. See construction plans for compliance, Since the exterior walls of the building are of masonry construction and the exisg0g building is type IIIb construction, the shed will have zero lot line clearance in accordance with sections 704.3, GO2 and table 602. For a distance of less than 5 feet for all types of construction for S1 womt case the existing building wall shall have a minimum fire rating of 2 hours. See plans for compliance, T-2 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 PARer' WITHOUT THE EXPRESSED WRI~EN CONSENT OF MARK A MANClNh AIA INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FUEL EXTENT OF CRIMINAL AND CIVIL LAW, REMOVE E)<ISTIN~ [MALL AND ALL ,,~6SOCIATED MATER[I~,LS COMPLETELY, PAT~ ~D MATCH ADJACENT 2) PJEMOVE DOO'~ AND Ff~.AME. PATCH TO MATCH EXISTING ~,DJ,~CENT FINISHES/SUR~=,ACES [MHEI~.E ~4PPLICAE~LE. 3,) REMOVE EXISTIN~ FLOOR~ FINISH DON TO SUE, FLOOR AND pREPArE FOR INSTALLATION ¢ FINISH MATERIALS. 4) ~ii$~MO'vqE EXISTING CEILING SYSTEM IN ITS ENTIRETY LUNE~;~E INDICATED ¢SUSPENSION SYSTEM, LIG,qTS, DIF~=WSE~, ETC.) UP TO STRUCTURE. b) R, EblOV1E CASEUJO~. AND EQUIPMENT IN ITS ENTI~JETY. ALL PLU~ISING SUPPLY, [MASTE LINE5 AND ALL OTHERS UTLITIES SHALL 1SE CAPPED OFF ¢~T TNEIR~ 60URGE A E J:;.) pATCH ALL EXPO6ED 6U~ACE6 TO MATCH EXISTING ADJACENT WALL TYPES EXISTING WALLS WALLS TO IE HEMOVEH NEW WALLS HALE WALL W/IRON SCREEN EXISTING DOOR~ TO BE R, EMO'v'ED A OPENING PATCHED TO ~ATCN EXISTING ADJACENT CON6T~TION USING SALv.,:~.~ED E, RICK FROM FRONT ELEVATION. NEB 15RICK TO tSE TOOTHED INTO E×ISTIN~. ELEk/, TION ( [IDE) I/g/' = I'-®" EXISTING [MINDO[M6 TO ~E F~EMOVED, 15LOCK. [M~;~-L AND t~RICK VENEER TO BE REMO'v~ED FROM SILL TO MA6ONRY OPENING TO I~,E P"REPA'~.ED FOR INSTALLATION ¢ NEtU OUTSUJING DOOR. (6EE 6ECTION, EXISTING [MINDOUJ HEADER TO RE!MAIN. ,ARCHITECT TO 'VERIFY ALL ST~UCTU'~.z~_ CONDITION6 UpON DEMO (TYPICAL.) NOTE: CONTRACTOR TO SALVAGE ,ALL ~MO'~D BRICK-. FOR USE AS INFILL 2 ELEk/,ATION (FF ONT) EXISTING CEILING JOIST6 EXISTING BALL ~42NSTRUCTION EXISTING FLOOR EXI6TING O00~ TO ESE R~EMO'CED (SEE NOTE 2) KITCHEN ' · '. [: EXISTING FLO~ FINI,~H TO I~E ~,EMOVED -~ ir I"dEN'5 TOILET ( TOILET P II !XISTING PLUf"IE~ING FIXTU~-.E6 TO E~E ~.EMOE4ED NOTE 6) BOILER ROOM /~' -- -- EXISTING OO0~.~ TO BE LEaL APA~ENT TO ~AIN I I IT~ ENTI~T~. ' S NOTE ~ EXISTIN~ FLOO~ FINISH TO ~E ~O~D ~-~ DINING ROOM BE ~MO~D IN It8 ENTI~TT.-- I I I ~ASONA~T OPENIN~ TO ~E , (~EE NOTE l) I I r ~ ~ Upon EXPO~ ¢ i i / EXISTIN~ OpENiNG TO ~E DIDENED ~ EXI6TI~ 5ILL ~ ~ g 5T~CTU~L CONDITIONS, ~ ~ / (SEE NOTE I) ~ TO ~E CONT~TO~ TO OONTACT I I / Up~ EXposu~ ~ eT~CTU~L I ' I I m m I I LOADING, P~IO~ TO FURTHER ~ ~ ~ ~IFT EXISTING 5T~TU~L / .%%%%%~%%~'~%~-,% % I ~ DEMOLITION NOTICE. THIS DRAWING HAS SEEN PREPARED FOR THE SPECIFIC pROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BL AND THE SOLE PROPER~ OF, MARK A MANCINI, Al& THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PAR~ 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 ANS CIVIL LAW. WALL TYPES EXISTING WALLS WALLS 10 BE BEMOVED NEW WALLS #LF WALL WI I1011SCGEBI ELECTRICAL LEGEND ~ ?-~FI GBOUND FAUU ELECT. OUTLET ~ ~GPLEX RECEFTACLE · ~ATA FORT ~ SINGE KI/SWITGI HOLES: -WALL OUTLETS TO IE LOCATED 12" A.F.F. UHLESS HOTm -SEE ~QUIPMBfl SPECS FOR nEC LAYOUT IH KITCIIEH AKBS I I I----T T---cT-- ~=~ !Bi i i L I EGRESS LEGEND -- -- -- FATHOFTRAYEL L~I~J OCCUPANT LOAD ::~ CONIIGEG OCCUFANT LOAD ~ EXIT SIGN ~ EXIT SIGN (DIIECTIONAL} ~ E#EIGENCY ,ACK-UUNIT pi~.OPOSED I/E," = I'-~" NOTE: % FO~ E~UIPMENT PL~,N, SEE 5EET5 K,I-K,4 r L [ I T [U,~ITEES~ x x ~TATION k 0 GAL uP r BAR I- - PIZZERIA (4) ~ t4O5TE~5 TOP o o o c(2) DINING ROOM BRICK SIDEWALK SHE~=T NO. - OF NOTICE; THIS DRAWING HAS SEEN pREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERI~ OF, MARK A MANCINI, AIA, THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRI%IEN CONSENT OF MARK A. MANCINI, AIA, INFRINGEMENTS OR ANY USE OF THIS DRAWLNG FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW, REFLEC~TED CEILING LEGEND 4" DIA. RECESSED LIGHTING EIXTDRE PENDANT FIXTUIE (A) O PENDANT FIXTUIE (l) 2'x4' FLIORE$CENT LI6HTIN6 FIXTUBE q!o I ACT SUSPEDDED CEILING GRID WALL SCONCE EXHAUST FAN EXIT SIGN EXIT SliN {DIUECTIONAL) EMEBGENCY 1ACU-UP UNIT ~-5/¢" METAL STUD (T'"¢~.) · E~I~ING A5 EXISTING FLOOf~ MOULD I~ pENDANT LIGHTING FIXTU~ WITH ESELOW 5TI~ WALL ~TEID CEILING SOFFIT t/2" = I'-®" CEILING DETAIL DI~. E~F'.ACING A5 ~QUI~D JOIGT$ TO f"I~TAL 5TIED (T"~P.) ~10ULDIN~ LIOHTIN' FIXTUI~4~ SOFFIT ~ CEILING DETAIL K. ITCHEN HOOD $ $ DN ~ELOW UP J ~, ,, ~ . ~ ~_ ~ '"~ '! __i ,[] II1~'-~' ,/' =' I , , :, ' , 'T~ i / I ' , , / I/4" = NOTICE. THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY. AND THE SOLE PROPERPi' OF, MARK A, MANCINI, AIA THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART. BY ANY PAR~¢ WITHOUT THE EXPRESSED WRI~EN CONSENT OF MARK A MANCINI, AIA INFRINDEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW. EXISTIN~ tUALL CONST~CTION NELU FAI~RIC 5TOt~JEFFRONT ¢~UJN IIN~ UJITN ALUMINUM ALUMINUM Ix12 I~OA~ AZEK TI PT ~L R~QUIt~i~D DOOR 'I IM 'T INSULATION KING A~ OOp OUT~I~ ARCHITECT TO LOADING. CONDITION¢ LUlL J_ SECTION I'I M NEtU PLANTER (TYP.) NEB B" AZEK TRIM EXISTING tUIN~OIU TC NELU ~'~ AZEK TRIM- INFILL ~SRICK TO MATCH EXISTIN~ CON6TRUCTION. OONTt~'.ACTOR TO 8AL~/~E lB, RICK REMOVED ~ PATIO DO0~ FOR UC~ A~ INFILL PROPOSED SJ~E ELE!/,.~TION I/4" = I'-®" EXISTIN~ LUINDOLU TO~ REMAIN NELU D AZEK TRIM Il ~EXleTIN~ F,4~ClA (TYP.) ~ Y M Att~ilN,": NELU PLANTER NE~ 5" AZEt~ TRIM NEUJ E," AZEK TRIM PROPOSED FF~ONT ELEVATION I/4" = 9 ..-fl SHEET NO. A-3 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 A MANCINI, AIA THIS DRAWING MAY NOT BE COPIED DR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRIITEN 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+ WALL FINISH LEGEND MARK MATERIAL HATCH IMAGE WP-I COLOR: PALE BLUE (SEE DESIGU MANUAL) , MANUF: -- '" MANUF: ............ WALL PAIHT PT-1 COLOR: CREAM (SEE DESIGN MANUAL) MAHUF: -- 'PE: --- T.I COLOR: ORAHGE (SEE DESIGH MANUAL} TR-I COLOR: CREAM(SEE DESIGH TR-2 COLOR: DARK CBERIY (SEE DESIGH MAHUAL) MAHUF; -- TOP OF NALF-~ALL ELEvaTION r oN Qt ATE 1/2" = I'-®" FINISN ELE¥,ATFON e DINING ~OOh'l ELEX/~TION ~ B,~ SHEET NO. A-4 OF NOTICE, THIS ORAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIOHTED BY, AND THE SOLE PROPER~¥ OF, MARK A, MANCINL AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PAR~' WlYROUT THE EXPRESSED WRIT'EN CONSENT OF MARK A MANCIN[, AIA INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW, FLOOR FINISH LEGEND FINISH lB FINISH MANUFACTURER PAITERH COLOR R~AIKS CT-1 CERAMIC TILE FLORIDA TILE BERKSHIRE #25595 MAPLE 6"x24" - FLOOR TILE IN DINING AREA CT-2 CERAMIC TILE FLORIDA TILE BERKSHIRE- BULLNOSE #P44N9-MAPLE 25595 4"x24" DULLNOSE CT-3 CERAMIC TILE DAL TILE OCTAGON & DOT #650120CTO1MSI P2 FLOOR TILE FOR BAR AREA & PIZZARIA WT-I WALL TILE FLORIDA TILE QUARTEZ 26003/FPi2 CORNERSTONE WALLS IN DINING AREA WT.2 WALL TILE JEFFREY COURT RAIN DROPS II COPPER CANYON DOTS I"xl" - GLASS TILE BEHIND BAR WC-1 WALLCOVERING TRi-KES HALCYON #ASL-127390 ISLAND SKY WINDOW/DOOR WALL WRAPPED OVER TO BAR AREA WC-2 WALLCOVERING TRI-KES MIRAGE #2VM1-13 MAZE HALF WALLS IN DINING AREA / WALLS IH PIZZERIA P-I PAINT BENJAMIN MOORE #213 EGGSHELL FINISH - OUTER TRIM ON POSTS P-I PAINT BENJAMIN MOORE ATRIUM WHITE EGGSHELL FINISH - INNER TRIM ON POSTS & CEILING PAINT G-1 GRANITE SOLARIS BAR TOP AND BAR LEDGE ,! BP 0 g J F OfoOSED FhOOl FINISN PL, N 114" = I'-~" n 0 SHEET NO. A-5 OF NOTICE. THIS DRAWING HAS BEEN PREPARED FDR THE SPECIFIC PROJECT iNDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARK A MANClNL AIA. THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARer' WITHOUT THE EXPRESSED WRI~IEN CONSENT OF MARK A MANCINI, AIA INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER ~ 4" YENT TNf~U PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL ~W~ 4'-¢,, ~ ~'-e' ~ " r ~ I II I I I I I I I I I ~ I I I '" I I z, . . ,, ~ ~ [ 51DE I F.CF.D.F,~F~ (:OPfl' 2" 2" 2" I FI~STFLO0~ ~1" = I~" ~T. ~ ~. ~ ~ I'-~" ,. I'-~" , . ,, //~/~R ~pPO~T 4"X4" post (~ETONO) ~ ~ ~ ~ % , TOILET : ' ~ - -- ~ ' ~ HOL~E~ ~ , ~ ~A~ ELEVATI~ 51DE ELEVATION PLAN ~ ~ FI~TOP 4 SEALANT ~ ~ (I) LATE~ ~/~" ~-- _ ~ _ (I) LATE~ b/~" - ~ ~TP. ~O~, 2x4 STUD ~ 18" 0.C. ~ TT~ 'X' ~TP. ~TL. 5TUDS, I~" O.C. B/TOP ~TP. EOA~, p~TL. 8TBD5, I~" 0.0. B/TOP BOTH 51DE5 _ ~HTL. ~OA~, BOTH DEFLECTION T~ L J BOth 81DE5 + D~LECTION T~C~ I J 2x4 50LE PLATE - ~ ~ , ~A~E ~CHEOULED ~ASE A METAL $TW~S ~ INTE~IO~ ~ METAL 5TUD$ ~ INTE~IO~ C METAL 5T~5 ~ INTE~[O~ I,, = i,_~,, NOTICE: THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPER~ OF, MARK A, MANCINI, AIA THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE GR IN PART, BY ANY PARTY WITHOUT TNE EXPRESSED WRR%EN CONSENT OF MARK A MANCINI, AIA INFRINGEMENTS OR ANY USE OF THIS DRAWlNO FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT DF CRIMINAL AND CIVIL LAW, >~ m J NOTE: NO EXPOSED O~E~NE~D ~STELINES NOTICE: THIS ORAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARK A. MANCINI, AIL. THIS DRAWING MAY NOT RE COPIED OR USED, IN WHOLE OR IN PART, DY ANY PARer' WITHOUT THE EXPRESSED WRIITEN CONSENT OF MARK A MANCINI, AIL, INFRINGEMENTS OR ANY USE OF TNIB DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW, SYMBOL & ABBREVIATION SCHEDULE GENERAL NOTES PLUMBING HEATING ELECTRICAL C ®COLD WATER HP ~ MOTOR HORSEPOWER TIHIS PLAN IS AN INSTRUMENT OF SERVICE PREPARED FOR THE CONVENIENCE OF THE ARCHITECT, H eHOT WA~:R kW KILOWATTS MECHANICAL AND ELECTRICAL ENGINEERS AND BIDDERS IT IS AS ACCURATE AS CAN BE DETERMINED o (~ GAS BO [] HARD ~'*RE AT THIS DATE WE WILL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES WHICH MAY DEVELOP BETWEEN s @STEAM SUPPLY EL ,~; ELECTRIC LIGHT LOCATIONS OF CONNECTIONS SHOWN AND ACTUAL LOCATIONS OF CONNECTIONS OF FIXTURES FURNISHED R @STEAM RETdRN SR ~ SINGLE RECEPTACLE W WASTE DR ~ DUPLEX RECEPTACLE WBERE POSSIBLE, AND FOR FIXTURES LOCATED IN FLOOR DEPRESSIONS OR DRIP PANS, ROUGHING FOR CONNECTIONS TO THE FIXTURES COME OUT OF WALL OR PARTITION AT THE REAR KITCHEN IW INDIRECT WASTE SW S~'~ITCH EQUIPMENT CONTRACTOR WILL FURNISH DIMENSIONED PLANS CONNECTIONS SHOWN ARE APPROXIMATE FD FLOOR DRAIN J JUNCTION BOX LOCATIONS Oh[ FIXTURES (EXCEPT WHERE OTHERWISE NOTED) AND ALLOWANCES MUST BE MADE FOR £s FLOOR SINK I~) SPECIAL pURPOSE OUTLET TRAPS, VALVES, SWITCHES OR OTHER CONNECTION REQUIREMENTS, LOCATIONS OF CONNECTIONS ON FFD FUNNEL FLOOR DRAIN FIXTURES ARE MEASURED FROM FINISHED FLOORS, WALLS OR COLUMNS GENERAL AFF ABOVE EINISHED FLOOR UFA DOWN FROM ABOVE DOW OUT OF WALL CONTRACTORS MATERIALS K £ C KITCHEN EQUIPMENT CONTRACTOR 5/S STAINLESS STEEL O C CENERAL CONSTRUCTION O/I GALVANIZED IRON pLUMB pLUbIBING W/M ~HITE METAL ELEC ELECTRICAL C/P CHROMIUM PLATED HA'/ HEATING A VENTILATING NI C NOT IN KITCHEN EQUIPMENT CONTRACT SCHEDULE OF EQUIPMENT & CONNECTIONS ITEMNo )Th DESCRIPTION MFR. MODEL# H C W IW G RTL CFb ½P KW AMP EL EO DR SR VLTS PM REMARKS TEM NO. 01 CONDIMENT I-IOLDER CUSTOM lex8 01 02 CABINET CUSTOM MILLWORK 02 03 TRASN COLLAR CUSTOM 12" Pla 03 04 CUP HOLDER CUSTOM 16x4 04 05 SODA MACHINE BY OWNER 1 2,0 1 120 05 06 1 DOUGH RETARDER CUSTOM 72x37 80 1 120 06 06( 1 REIdOTE COMPRESSOR 3/4 1 208 07 1 BOUGH RETARDER CUSTOM 72×57 6,0 1 120 07 SCHEDULE OF EQUIPMENT & CONNECTIONS ITEM NO ST, DESCRiPTiON MFR, MODEUff H C W 55 1 EIGNT BURNER RANGE JADE JSR 8 55 DOUBLE TUBULAR SI'IELF CUSTOM IOBxlB BLOCKING 561 PASTA COOKER AN~TS B S/S RD BSKTS e5 2 3 TIER CEILING I IUNG SHELF CUSTOM 66 1 FOOD WARMER HATCO GRAH 6O 69 1 DUAL TEMP REACH lb CONTINENTAL 70 I FIRE SUPPRESSION SYSTEM ANSUL R I02 71 ] PREP TABLE (MAPLE) &DVABCE 75 1 BREAD OVEN BAKERS PRIDE 82 1 ESPRE%%O MACHINE SAECO B-7142-05 1/2 1 30C 1 '08 1 86 2 ICE CHEST W/ COLD PLATE KROW,E '*' "' ' 97 1 MECHANICAL GLASS WASHER GLASS PRO AA 100 1 120 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 PAR~ WITHOUT THE EXPRESSED WRIT-EN 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, E.O. 2oar lph 15,2A FOR REMO~ CONDENSER CBSa E.O. 208V lph 1§.5A FOR REMO~E C~NDENSER ~3a ~0, 20BV {ph 0.gA D,F.A, FOR EVAPORATOR #93b S.R, 208V 3ph 10.Skw +50'AF i~WB ELECTRICIANS NOTE: ELEC'~IClAN TO $1UCONE INSIDE OF CONDUITS FEE~ING JUNC~ION FORMING, E,O, 120V I~OA +96"AFF (UGH~ FOR STORAGE CONTAINER) © 0 £.0. 200V lph 7.1A +96'AFF~42 7 E.O, 208V lph 3/4bp FOR REMO~E CO~DENSER ON ROOF ~7o E.O. 120V 6.0A D.F.A. FOR ROOD UGHTS #17 E,O. 208V 3ph 2,7A lggo cfTn FOR EXHAUST FAN ON ROOF 1~17o (.OUNT O. SREF~t MEN'8 ADA 11~lm,-m E.O. 208V 3 h 50. OA +66# 33 (5-1MRE + I~EU*AL + GRD~ EO, 120V 4.1A 525 cfm FOR HOOD FAN #32 -- R, 120V 17'-0' 2.0A {OEDICATEO LINE) +50"AFF 2,0A (DEOICA~D LINE) +50°AFF D.R. 120V 15,9A +50"AF ~24 D,R. 120V IO.OA C.O, +SO'AFF S,R, 208V 1ph 30,OA +50'AF ~2 WAITF=.E55 STATION T DESSERT D,R, 120V lO,DA C.O, +50!AF~J STATION d[°°° NOTE: ELECTRICIANS NOTE: MIS PLAN SHOWS ELECTRICAL REQUIREMENTS FOR FOOD SER~CE EQUIPMENT ONLY. FOR ALL O~ER REQUIREMENTS, SUCH AS IN~ER~OR AND EXTERIOR IJGH~ING, TOILET ELECTRICIANS NOTE: --iI NEW I®~ ~TU/N WATER ~EATER (5) (5) (B) E.O. 120V 9,0A +18'APF ~92 ALL DIMENSIONS ARE AGGREGATE FROM ORIGINAL POINT OF REFERENCE. (2) (2) SHEET NO. K-3 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 A MANCINL AIA. THIS DRAWING MAY NOT BE COPIED OR US£B, IN WHOLE OR IN PART, BY ANY PAR~ WITHOUT THE EXPRESSED WRIttEN CONSENT OF MARK A MANCIN[, AIA INFRINGEMENTS OR ANY USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TD THE FULL EXTENT OF CRIMINAL AND CIVIL LAW PLUMBERS NOTE: I"IW TO FLDOR SINK 2"W TO DI (2) 3/4"G 120.000 btu eo. +B'A~ ~18 PLUMBERS NOTE: FLOOR SINK I'G 462.000 btu FOR SUPPLY AIR ON ROOF IpLUMBERS NOTE: 1/2'1W TO FLOOR ,~NK . ¥2"H~C 2" IW TO F.StNK 2' IW TO F.SINK 1/2"1W TO F. SINK #26 +50"AP --1 1/2'W +18"AF //61 -il 0 STATION I"IW TO FLOOR SINK ~B5 & 86 -- COKE UNES-4" DIA, pvc +8"AP ~9 ~NELU I¢® (D) STONE TOP (3)1 1/2"1W TO F 5'_10= -- ~405TE55 5TATI©N 17'-I' NOTE: ALL DIMENSIONS ARE AGGREGATE FROM ORIGINAL POINT OF REFERENCE, (2) []~ (2) __ SHEET NO. K-4 OF SURVEY OF PROPERTY' " C~ ~£O' A T SOUTHOLD ~,o. ~ ?.ooos c~ I~o nr,~ ~,~u,,~~c~ co~,~~~, TOWN OF SOUTHOLD ~. SUFFOLK COUNT~ M ~ SCAL~ ~' = ~' u~. 3,-~oo~ ,, ~~-~.~.~ ~ F'It¢. ALA] M , YM130T, LI,%T SYMBOL OTC DESCRIPTION WIRE SPECIROATION CHART !18 AWE FPL WIRE: ZONES 1~] [] ~ 1 FIRE ALARM CONTROL PANEL !16 AWG FPL WIRE: SIGNAL CIRCUIT~ ~z H2 AWD/f~12 AWG: 120VAC/DRND ONE g [~ 1 KEYPAD/ANNUNCIATOR [~<~WP 1 EXTERIOR WALL MOUNT HORN/STROBE (WP: WEATHERPROOF) ~ZONE 8 ~ 3 WALL MOUNT HORN/STROBE <~ WALL MOUNT STROBE ~}~tt~ZONE 7 [] 3 MANUAL FIRE PULL STATION BOILER RISER DIAGRAM ® 3 190' FIXED HEAt DETECTOR HO S LE ® ( ' ZO.E6 ® 9 SMOKE DETECTOR [] 2 REMOTE INDICATOR LED HALL M TLT W TLT lEI [] 1 HOOD EXTINGUISHING SYSTEM ~ ONE 4 A.F.F. ABOVE FINISHED FLOOR I S.R SHEET ROCK ] CT, CEILING TILE N.TS NOT TO SCALE I COUNTER/HALF WALL O.T.M.D. OPEN TO METAL DECK wP i ALARM AND SMOKE DETECTION SYSTEM SHALL BE INSTALLED IN COMPLIANCE WITH THE 1~[~ '~' X~7 '~7 (~Y~'ZONE 3 NATIONAL FIRE PREYEN~ION CODE (NFPA 72) AND THE FIRE CODE (FC) OF NEW YORK STATE CKT ~ ~~ TOP OF THE FIRE ALARM AND SMOKE DETECTION SYSTEM SHALL BE MAINTAINED AND TESTED rN COMPLIANCE WITH THE STAIR RATIONAL FIRE PREVENTION CODE (NFPA 72) AND THE PROPERTY MAINTENANCE CODE (PMC) OF NY STATE [] FAC'~1-' ~)"a':ZON£ 2 SUBdECT BUILDING LOCAL AUTHORITIES HAVING JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS AT THE TIME Of PLAN APPROVALS AND OR AT FINAL SITE INSPECTION. ANY SYSTEM MODtFICAllONS, ADDITIONS OR ALTERATIONS SHALL BE DONE IN STOR, PROPOSED 3,240 S F. ORDER TO COMPLY WITH THE VILLAGE, TOWN, OR COUNTY FIRE MARSHAL'S OFFICE, AT THE CUSTOMER'S EXPENSE. EM INTERIOR ALTERA"flON ~ TO EXISllNG 2-STORY I VESTIBULE ~] [] ~ZONE I eRJCK RESTAURANT FIRE MARSHAL APPROVAL STAMP BOX ~26 VAC -- TELCO LINE #1 FOr CENTRAL ,, i STATION CONNECTION TELCO LINE ~2 FOR CENTRAL · STATION CONNECTION (SERVES SITE MAP AS A BACK-UP FOR TELCO ~1) fREEZER W= ~ 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 CENTRAL MONITORING STATION, I ,~ ' 2) A TROUBLE SHALL BE REPORTED~ TO CENTRAL MONITORING STATION AND AN AUDIBLE TONE SHALL SOUND AT THE FIRE ~ WALK IN ALARM CONTROL PANEL AND THE REMOTE ANNUCIATOR. /. 3) ALL FANS MUST SHUT DOWN UPON ACTIVATION OF ANY FIRE ALARM DEVICE. 4) ALL HORNS WILL SOUND A TEMPORAL 3 SIGNALING RHYTHM AS - I ~ '" ~ -~ MEN'S TOILET WOMEN'S PER NFPA-72/1999. I ~~' '~'~' - ,! .~'~'~""' TOILET 5) ALL STROBES WILL REMAIN ACTIVE WHEN ALARM IS SILENCED, " ~.- - "~ '",~-.L ~ ~ ~_ ~> AND WILL DEACTIVATE (STOP FLASHING) WHEN FACP IS RESET. KITCHEN ~ ~ ® 6) ALL SMOKE DE~ECTORS USED MUST BE EQUIPPED WITH STEADY .... I~--- RED INDICATOR WHEN ACTIVATED. ~ HALL 7) THE EXTERIOR HORN/STROBE IS TO BE PLAINLY VISIBLE FROM FR f-U ~ BOILER ROOM ~ I ~-- THE ENTRY ROAD. SMOKE AT-- i I' MINIMU TOP OF STAIR ! I '" CEILIN i UP ] : HOSTESSsTAllON (~ (~) SMOKE DEFECTOR-- F~OM O~I~IDE DOORI :: M'c'e'anoe'os t t SCALEGROUND1/8" = 1'-o"FLOOR PLAN TYPICALN.T.S. DEVICE LOCATIONS iit '*[ ADDRESS: 53345 ROUTE 25, SOUTHOLD, NY 11971 " GJS ELECTRIC DATE: 10/3/11 a 6615 Main Road GJS ELECTRIC Mattituek, NY 11952 C.D. R£V # Gary Salice: 631-298-4545 DWG #11-143 NYS License #12000202917 PAge: 1 of 1 FIlL. FI, Al,AlUM SYMlBOL T,IST SYMBOL QTY DESCRIPTION WIRE SPECIRCATION CHART [~ 1 FIRE ALARM CONTROL PANEL t18 AWG FPL WIRE. ZONES -[~] [] H6 AW(; FPL WIRE: SI(;NAL CIRCUIT J~z r~l 1 K~YPAD/ANNUNCIATOR H2 AW(;/I~12 AW(;,: 120VAC/(;RND ONE 9 E~wp 1 EXTERIOR WALL MOUNT HORN/STROBE (WP WEATHERPROOF) ~ZONE 8 ~ 3 WALL MOUNT HORN/STROBE ~ 3 WALL MOUNT STROBE (~4tZZONE [] $ MANUAL FIRE PULL STATION 7 BOILER (~) 3 190' FIXED HEAT DETECTOR RISER DIAGRAM 9 SMOKE DETECTOR NO SCALE (~ ~) (~ZONE 6 L--DINING EM I r~ 2 SUPPLY SIDE DUCT DETECTOR [] 2 REMOTE INDICATOR LED (~) (~) ~ZONE S ~ 2 FAN SHUTDOWN RElY ~ 1 HOOD EXTINGUISHING SYSTEM T~E KffCHEN SOFFIT/CEILING D~AIL I ...... COUNTER/HALF WALL 0 T M.D. OPEN TO DECK THE FIRE A~RM AND SMOKE D~ECTION SYSTEM SHALL BE INSTALLED ~N COMPLIANCE WITH THE ~ ~ ~ NATIONAL FIRE PR~ENTION CODE (NFPA 72) AND THE FIRE CODE (FC) OF NEW YORK STATE. C~ ~ ~ TOP OF THE FIRE A~RM AND SMOKE D~ECTION SYSTEM SHALL BE MAINTAINED AND TESTED IN COMPLIANCE WITH THE ~NR NATIONAL FIRE PR~ENTION CODE (NFPA 72) AND THE PROPER~ MAINTENANCE CODE (PMC) OF NY STATE. ~ SUBJECT BUILDING LOCAL AUTHORITIES HAVIN(; JURISDICTION MAY REQUIRE ADDITIONAL MODIFICATIONS AT THE TIME OF P~N APPROVALS ~ FAC '~'ZONE 2 ~~ AND OR AT FINAL S~TE INSPECTION. ANY S~TEM MODIFICA~ONS, ADDITIONS OR ALTE~TIONS SHALL BE DONE IN PROPOSED 3.240 S.F. ~ ~ ORDER TO COMPLY WITH THE VIL~GE. TOWN. OR COUN~ FIRE MARSHAL'S OFFICE, AT THE CUSTOMER'S EXPENSE. TO EXlS~NG 2-STORY Flee M~SHAL APPROVAL ST~P BOX TELCO LINE ~2 FOR CENT~L ' STATION CONNECTION (SERVES S~TE MAP j AS A BACK-UP FOR TELCO ~1) N.T.S. FIRE A~RM ACTION NOTES ~ , CONTROLLED FUNCTIONS, AND REPORT TO A U.L. LISTED ~j 2) A TROUBLE SHALL BE REPORTED ~0 CENTRAL MONITORING 5) ALL FANS MUST SHUT DOWN UPON ACTIVATION OF ANY FIRE : : =: ~ = ~ 4) ALL HORNS WILL SOUND A TEMPORAL 3 SIGNALING RH~HM AS ,,.. _.. ~ ~ ~i :~'<~ AND W~kL D~CTIVATE (STOP F~SHING) WHEN FACP IS RES~ ~-- --~ ---- 6) ALL SMOKE D~ECTORS USED MUST BE EQUIPPED WlTH STUDY I ' r~ ..... RED INDICATOR WHEN ACTIVATED. F~fug: ' ~ __ ..... THE ENTRY ROAD. ' MINIMU TOP OF ~NR i , - --AIR SMoKEREGISTER D~ECTOR-- ~ & STRO~E DEVICE ~ ,, PULL STATION A.F.F. : AF.F. / , ¢IZZERIA & R[STAURANT GROUMD FLOOR PLAM PICAL DEVICE LOCATIONS ADDress: 53345 ROUIE 25, SOUTHOLB, NY SCALE 1/8": 1'-0",~- N.T.S. [ GJS ELECTRIC DATE: 10/3/11 Mattituek, ~ 11952 C.D. Gary Salice: 631-298-4545 DWO ~11-143 NYS License ~12000202917 PAGE: 1 of NOT,CE. ~ ,," PROJECT INFO THIS DRAWING HAS SEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND S PURPOsEsMANCINI'PART'AAN iNSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERTY OF, MARKMANC`N~BYA~AANYWILLA~APARD~INFRINGEMENTSBETHISPROSECUTEDWITHOUTDRAwINGORTHEMAYTOANYEXPRESSEDTHENOTUSEFULLBEOFCOPIEDEXTENTTHIS~R~TTENDRAWINGOROFCONSENTUSED,CR~b~NALFOR~N ANyOFW~O'~,~*~O'~OW,,O~*'"~W '~ ..... _ ~'~ ~ :~ ~l ~ ~ LEAH ~[[0 0 F 50 UI~ 0 [D e¢~A~ ~OTES , ~ ~, '~~ 53345 NY 25. Southold. NY 11971-4643 ~,o* To oomm,~o,~,.T o~ T~, ~0~ - * ~,;~': / ARCHITECT: MANCINIARCHITECTUREPLLC. 2'2MIODLECOUNTRYRO. SMITHTOWNNYII787 ¢lLL NOTIFY TNE GONST~CTION ~AN~E~ IN ~ITINQ ~NEN AN INSPECTION ~lLL ~E ~E~UI~_O TO GONTINUE OR GOM LETE TNEI~ ~0~ I i % ¢ ~lll ~ ,*~~ ~'--'- I I 4 ~ s~ dNLE55 FiNiSH~OTES I I ? ~ ~ ii~ I I ~ ~ I mm~~ ~ I I ~v?~ ,y ~,~ ~ ~ . I i ~ ~, i ~ II ~ WITHDUT PLUMBING NOTES ALLPL~ ~ I I ~ F~ME F~ME I ' e z ~ ~ EXISTING 2-STO~T ~ ~~D 2 - _ ELECTRICAL NOTES ~1 /I 4) ALL ~E~VICE TO ~[L~INQ TO REMAIN. AN% ~E~OV~D ELBOTRI~ ~P~LI~NCE O~ ~IR~UIT TO ~E ~EMO~ OO~LETEL% ~AG~ TO ~OX, ~E~ALANOE CI~CdlT~ AT PANEL (N.~.~. ROUTE 25 .) ] ~L~T F~L~N ]tOE -- ~) ALL LIQNINQ TO ~E ON ~I~ME~5 NOflCF IHIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJFCT INDICATFD, AND IS AN INSTRUMENT OF SFRVICE COPYRIGHTED BY, AND THE $OIF PRODERI~ OF, MARK A MANCINI, A~A. FNI$ DRAWINO MAY NOT BE COPIED OR USED, IN WNOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF MARK A MANCIN[, AIA INFRINGEMENTS OR ANY USE OF TH~S DRAWING FOR ANY OTHER PURPOSES WILl BE PROSECUTED TO THE FULL EXIENT OF CRIMINAL AND CIVIl LAW Section S02.2 - Glazing in hezardous iocatk~s shall comply with the safety glazing requirements of the ~CNYS. f~ceptton - glass Mock walls, fouvernd windows and jalousies with like materials and historical add outdoor seating areas In the tTont 01 the building. The exlstln~ pizza, bar and dining areas are to be the work area. 706 A~cE~l~ilry. SEC/iON 60S ACCESSABIUTY 2 Level 3 -The defined v, ork ama exceeds 50% algm~ate area of the buildine. Section 406 - Onange of Occupenw. Secaun 407 - Additions Chanter 7 (~auter Breakdown: Section 701.2 - Must also comply with Chapter 6. Section 701.3 - All new constructmn, elements, components, systems and spaces shall comply wfth the 2010 Building r.a(le NYS. 1, New windows me un~ required to oomply with lhe light m~d veattlation requireme~z of '~e building: 2. New eleOrical work shall comply with Section 708 of the EBC. 3. Dead end corr~dor~ in u~w ~am:cs ~ only m comply wRh Sr~lion 705.6 4. New sp~ces shall/~ve a minimum cciliag height of 6' - 8', 6' - 4" under beam* and clmps less tbun 30% of tbu floor me~ See plans for compftant headroom. The new front enb~ door and all new doors within the work aroa 4 6 will he ~0 reroofin~. 8 N~W c~nstructio~ shall comply with the 20~0 NY S~te Building Code, Tho new walk - box shaft comply with s~lcion t10t.2 Factory-built equipment and Ipp#aJlCIB~. Ll~ted and labded self-contained, factor'-built equipment and appl'mn~es shell be te~ed i~ aooordunce vdth UL 207, 412. 471 m 1995. Such equil~ent and appliances am deemed to accmdance with their tbtlng and the manufiKturer'8 irmlalbOofl in.ructions. The proposed shed shell he cx)nstm~ed in ac~ordanc~ ~ the NY ~flate Building *~ode Chapto~ 16 through 23. See construction [:~ane for cam~iance. Since the exterio~ walls of the building are of masonry cor~ructton and the existing building Is type Illb cunstmctfon, the shed wE have zero lot ilne clearance in accordance Mth se~iaes 704.3, 802 and table 602. For a diatunee of leas than 5 runt fns all type~ of cunMns~un fo~ 81 womt ca~e ~e existing build~ wa# dtail hav~ 0 minimum fire ra§ng of 2 hours. See plans for comla~iaune. z z <[ ° u- 0 NO. r-2 SHEET NO. i OF NOTICE THIS DRAWINO HAS BEEN PREPARED FOR THE SPECIFIC RROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERP¢ OF, MARK A MANCINI, AIA THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRI%1EN CONSENT OF MARK A MANCINI, AIA INFRINOEMENTS OR ANY USE OP THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW DEMOLITION NOTE,5 3) ~EMOVlE EXISTING FLOOR: FINISIA DD~N TO ECJt~FLOOI~ AND PREPAt~E FOR INETALLATION Of FINIS44 MATERIALG. 4) t~EMO",4E EXISTIN~ CEILIN~ SYETEM IN ITE ENTI~i~ET¥ B,INERE INDICATED (SU84=ENSIGN STSTEM, LIGHTS, DIPPUSEI~i~,, ETD.) UP TO STt~U42TIJRE. E) Fi~MOVE CASEIIJOf~-, AND EQWIF~'1ENT IN IT5 ENTI~TT. ALL pLUM~I~ 6UPPLY, ~AETE LINE~ ~D ALL UTLITIE5 5HALL ~ CA~ED ~ AT THEI~ 5~E (~T WALL TYPES EXISTING WALLS WALLS fO HE IEIROVED NEW WALLS HALF WALL W/IRON SCREEN EXISTIN~ CEILING JOIETE EXISTING SUSPENDED CEILING SYSTEM TO E~E REMOVED IN ITS ENTIR, ET¥. EXISTING FLOOR SLAB II EXISTING WALL CONSTRWCTtON EXISTING ~UrNDOtU HEADER TO REM,,& CONDITIONS UPON DEMOLITION (TTF EXISTING HEADER ~;~ RE JJ II II ELE/% t STOR. EXISTINC-~ PLUMBING FIXTURES TO BE REMOVED (~*EE NOTE 5) EXISTING DOO~ TO BE REMOVED ~ '% ~,/I / ' L ~ BOILER ROOM KITCHEN / %~ NOTE~ EXISTING FIf~!E R~TINk~ ~T[UEEN C.¢~ONUD FLOOR KITCHEN AND U~E~ LEaL ApA~ENT TO ~AIN. ADDITiONaL LAYE~ ~ 5/~" TT~ X, PIZZERIA EXI~TIN~ ~,ALLS TO BE REMOVED AS IINDICATED ((TT~.XSEE NOTE I)) DINING ROOM BAR '; J t L U film SHEET NO. D-1 OF NOTICE THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPER]TM OF, MARK A MANC~NI, 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 INFRINOEMENTS OR ANY USE OF THiS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW WALL TYPES EXISTING WALLS WALLS TO If REMOVED NEW WALLS ELECTRICAL LEGEND ::~C~:I T6ROUND FAULT ELECT' OUTLET OUPLEX RECEFTACLE NOTES: -WALL OUITE1S TO I~ LOCATED 12" A.F.F. UNLE~ NOTED -~EE EQUIP/ABIT SPECS FO! ELEC LAYOUT IN KITCHEN AIEAS Ff~.EEZE~ WALK. IN COOLER 5TO~,,~E Ob t uOOR PIZZA AREA STATION ~ ~ PIZZERIA H. OSTE55 3'-I" BAR DINING ROOM BRICK SIDEWALK OUTDOOR DINING AREA J SHEET NO. A-1 OF NOTICE THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPER~ OF, MARK A MANCINI, AIA THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARP¢ WITHOUT THE EXPRESSED WRI~EN 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 REFLECTED CEILING LEGEND ~ CEILING HEIGHT ~ 4" DIA. HECESSED LIGHTING FIXTUHE ] PENDANT FIXTUNE (A) Q PENDANT FIXTIBE (B) O 2'x4' fLHGNESCENT LIGHTING FIXTINH ACT SUSPENDED CEILING GRID (~ WALL SCONCE -~ EXHAIST FAN ~ EXIT SIGN ~ EXIT SIGN (IIIECTIONAL) '~ EMERGENCY BACN.UU UNIT i~ EXISTIN~ CEILIN~ 11'11-1/2" TO FINISH FLO0t~ t~,~,~,,, TO FINISH ~ EXISTIN~ CEILING I1'11-1~" TO FINISH FLO0~ NEL~ pENI~,NT L IGHTIN~ FIXTUt~E (FIXTUR~ TO ,ALIGN ~UITN ~..TAtSLE 15ELOUJ) .~LI~N ~ WITH T~*ISLE E~ELOW SOFFIT / ',, SOFF Iq' , ]/2" = ]'-®" L3ET,AIL uP h:EFLE TEL) ; SHEET NO. A2 OF NOTICE THIS DRAWING HAS SEEN 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 WRII~EN 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·· I I Iii I I I I ~ .... ~ ~ I Z : I I I, II I i , I , II'l I~l ' 0 ,, , ~IN T~ NOT~CE THIS DRAWING HAS B£EN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN ~NSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERITM OF, MARK A MANCINJ, AIA THIS DRAWfNG MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRI%IEN CONSENT OF MARK A MANCINI, AIA INFRINGEMENTS OR AN'( USE OF THIS DRAWING FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRIMINAL AND CIVIL LAW x,~ IN, TE~IOF~ ,xx [NTEFF'O~ / ¸Il SHEET NO. A-4 OF NOTICE THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN iNSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPER~ OF, MARK A MANDINI, AIA THIS DRAWING MAY NOT BE COPIED OR IJSEB, IN WHOLE OR IN PART, BY ANY PARTY WITHOUT THE EXPRESSED WRII%EN CONSENT OF MARK A MANCINI, AIA INFRINGEMENTS OR ANY USE OF THIS DRAWINO FOR ANY OTHER PURPOSES WILL BE PROSECUTED TO THE FULL EXTENT OF CRfM~NAL AND CIVIL LAW ~ FINISH LEGEND MATERIAL PATCH t H~ LAMINATE FLOORING - WOOD FINISH, DARK LAM-1 WIDE PLANK I TYPE: --- MOSAIC FLOOR TILE-WHIFE TILE-I ..... TYPE: --- CERAMIC FLO01 TILE- TILE-2 ..... TYPE: --- CONCIETEPAVER- MANUF:--- TYPE: --- PAVER-1 I'I 0 o 0 J SHEET NO. A-5 NOTICE THIS DRAWING HAS BEEN PREPARED FOR THE SPECIFIC PROJECT INDICATED, AND IS AN INSTRUMENT OF SERVICE COPYRIGHTED BY, AND THE SOLE PROPERIW OF, MARK A MANCINI, AIA THIS DRAWING MAY NOT BE COPIED OR USED, IN WHOLE OR IN PART, BY ANY PAR~ 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 TP~LL PUSH DOOf~,PLACEMENT P~IVAC¥ ~Cf~EEN (222X4 TOP PLATE IUAL L C, OVE RINk3 - 2x4 ~TUD · I&" 2x4 &OLE PLATE 514" MI)l= E~A~E SECTION CO¸ NT 3 REAR ELEVATION ~PP~O~CN ~ x / / FLO0~ (I) LATER SUSPENDED CEILIN~ ~-~1ET~L _&T__UD__~& ~ INTEf~IOF~ 1 HR, RATING - U.L, DESIGN U465 (WHERE INDICATED) [~PIET~L $TUE)S ~ INTEF~IOF~ ~]~1ET~L STUDS ~ INTE~tOF~ 9 SHEET NO. A-6 OF