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HomeMy WebLinkAbout34358-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~qTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34089 Rte: 11/24/09 T}{IS c~KTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 61560 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map NO. 473889 Section 45 Block 2 Lot 2 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 22, 2008 pursuant to which Building Per~t No. 34358-Z dated OCTOBER 27, 2008 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 ADDITIONS AND ALTERATIONS TO AN EXISTING HEALTH CARE FACILITY AS APPLIED FOR. (PHASE 2) The certificate is issued to SAN SIMEON BY THE SOUND (OWNER) of the aforesaid building. S~LKCO~I~-fDEPAR~E~TOF}~AL~"dAPPRO%r/~L N/A ELR~-rKICAL CERTIFICATE NO. 130408C 11/24/09 PL~]~B~ Cq~RTIFICATION DA'r~ 11/16/09 PETE MIGLIONICO ignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34358 Z Date OCTOBER 27, 2008 Permission is hereby granted to: SIMEON BY THE SOUND SAi~ PO BOX 2122 GREENPORT,NY 11944 for : ADDITIONS AND ALTER3kTIONS TO AN EXISTING HEALTH CARE FACILITY AS PER PLANNING & NYS DOH AS APPLIED FOR PHASE 2 EAST WING at premises located at 61560 CR 48 County Tax Map No. 473889 Section 045 pursuant to application dated FEBRUARY Building Inspector to expire on APRIL GREENPORT Block 0002 Lot No. 002 22, 2008 and approved by the 27, 2010. Fee $ 0.00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN Og ~OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CER.Ti~CATE OF OCCUPANCY ~ application must be filled in by typewriter or ink and submitted to the Building Departmeat with the following: -.A. For new building or new use: 1. Fired mmvey of prope~ with accurate location of all buildings, propetw line~, s~eets, and unusual natural or · topographic feature. 2. Finsl Approval from Health D. ept. ofwate~ ~upply and sewerage-disposal (S-9 form). 3. Approval of electrical imtallafion from Boar~ of Fire Undenvriter~. 4. Sworn statement from plumber c~rfifying that the solde~ ~ in system co~ains lesa than 2/10 of 1% te~l. 5. Commerei~q building, industrial building, multiple re~idenee~ and similar buildings and ~allation~, 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 exist/ng buildings (prior to April 9,, 1957) non-conforming uses, °r buiidi~xgs and .pre-exi~g. land. us~: t..Accurate Survey of propet~y showing all propct/y l/ncz, stre~s, build/n§ and unusua~ natural or topographic · 2. A proper~¥ completed applicat/ot/and consent to inspect ~ by ~e ~pli~t. ~ a ~ifl~t~ of O~ is denied, the Buildh~ Inspector shall state the reasons therefor in writing to the applicm/t. C. Fees 1. Certificate of Oc~upan~ - NeW dw¢liin~ S2~.00, Add[tiolLq to dwCll~g $25.~, ~t~ati~ ~ dwel~ S25.~, ~wimmlng ~O1 $25,~, ~0~ b~g $25.~, A~b~ ~ a~so~ buli~ $25.~, B~s~ $50.~. 2. Ce~fi~te of~ey on p~s~g B~il~ - 3. Copy of Ce~ficate of O~cy - $.25 4. Up~t~ C~ifi~e of O~p~cy - $50.00 5. Tem~ c~fl~te of ~e~ey - ~i~fial $15.~, Comm~ci~ $15,00 New Constt~ction: LoCation of Property: House No. Owner.or Owners of Property: Old or Pre-existing Building: Street Suffolk County TaxMap No tO00, Section q'7 3 Subdivision Permit No. ~L4-"°D.~- ~ Date of P~nT~t. Health Dept. Approval: // (check one) Planning Board Approval: .Request for: Temporary Certificate Fee Submitted: $ ~d~ ~r? Hamlet Lot t:~D '~. Filed Map. Lot: Applicant: Underwriters Approval: / ~/ Final Certificate: ~ (check one) Apphcant S~gnature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, N~w York 1 t971-0959 Telephone (63 I) 765-1802 Fax (631 ) 765~9502 BUILDING DEPARTMENT TOWN OF SOUTHOLr~ CERTIFICATION Date: (Please print) Plumber:_ ,. ; ~0 (Please ~a/'int) I certify that the solder used in the water supply system contains less thffn 2/10 of 1% lead. Swom to before me this Notary Public, ,~ (,(~ l ~ County KlM M. FITZPATRICK Notary Public, State of New Yo~ No. 01F[5018120 f ! ] Oualified in Suffolk County I /-~ Commission F.~pires ~eptem~r 20, 20 / _.J / X,~lumbers Signature) 11-24-' 09 11:38 FROPl-6ordon L Seaman Electrical Inspection Certificate Electrical Insp~tion 8ew~e, Ino. Application Number 375 Duuton Avenue 130408(; East PMeho~ue, New York 11772 (L~) ~,~ Issued To: SanSimeon By The Sound ~ 61700 Route 48 Village: Greenport 8eclion: Block: Contractor: Gonlon L, Seaman Inc. Zip: Lot: 11944 Town: Southold U¢, iV 4135-E Was ex, mined and found to be in oompian~e ~lh ~he Na~on~l F. JKt't~I Code. [] Commerolal I~1 NV Defects [] Pool [] lstFIoor [] Indoor [] Basement I--I Hot Tub I--I I~ell~al [] Del. Garage [] AttiG [~ 2~td Floor [~ Outdoor [] Additlo~ [] Survey 73 56 230 31 Dishvm~lmr Washer/Amps Dryer~Amps Oven Range/Amps Microwaves Furnace 011 Ga~ Cin:ulalors I 2O0 3 / B/dg. Perm,: OUter Equipmmtt Jeouzzl =base Two Of Renovations (NYB Did Phase 1) 1-200 amp 3 phase M/B Panel/3-100 amp 3 =hase Sub Panels/31-30 amp Disc./1-60 am :)is~J 61- Duplex Recept. GFIISurge I 1-20amp ac receptacle for alarm system / 1 - ~)amp disconnect for sprinkler system Smoke Dete~'~or Bell Transformer Te/ev/s/on CO Detector Hugo S, Surdi President 09/30/2009 This ce~,~ate must n~ be altered in any manner, Impe~tora may be iden'dfied by I~eb' ¢redentlab, Richard F. Daines, M.D. Commissioner STATE OF NEW YORK DEPARTMENT OF HEALTH Mefl'opolitan Area Regional Office Courthouse Corporate Center 320 Carleton Avenue., Suite 5000 Central lslip, New York 11722 (631) 851-3080 Wendy E. Saunders Executive Deputy Commissioner November 20, 2009 Priscilla DeMasi Administrator San Simeon by the Sound Center for Nursing and Rehabilitation 61700 Route 48, P.O. Box 2122 Greenport, NY 11944 Re: ld3O 600Z L 3t0 CON # 071038 San Simeon by the Sound Center for Nursing and Rehabilitation (Suffolk County) Construct and Renovate to Develop a Thirty (30) Slot Medical Model Adult Day Program and Decertify Thirty (30) Residential Health Care Facility Beds (Supersedes 563316 and 062242) Rightsizing and I~EAL Phase H Grant Project Dear Ms. DeMasi: Based on the pre-opening survey conducted on November 17, 2009, the facility was found to be in substantial compliance With the applicable provisions of 10 NYCRR. As a result of this inspection, approval is granted to utilize the newly renovated Lobby and Dementia Unit (Phase [1). Please note that you need to send me a copy of the Certificate of Completion as soon as it is issued. This approval is effective November 20, 2009. If you have any questions regarding this letter, please contact Chris Romano at (631) 851-3654, cmr04~health.state.ny.us Sincerely, Christopher Romano Principal Sanitarian MARO LI Office CON Coordinator ..... Original Message .... From: Christopher M. Romano <cmr04@health.state.ny.us> To: Priscilla DeMasi <pdemasi@sansimeonbythesound-org> CC: Robert J Woods <rjw05@health.state,ny.us> Sent: Fri Nov 20 08:45:58 2009 Subject: San Simeon by the Sound CNR CON 071038 Phase 2 Dear Ms. DeMasi, I have reviewed the facility's responses to our inspection comments and BAEFP has agreed to issue any necessary plan review waivers*. The plan of correction is acceptable and you have approval to occupy/utilize the new area (i.e., the Phase 2 construction) effective today, November 20, 2009. An official approval letter will follow ASAP. Please note that you need to send me a copy of the Certificate of Completion as soon as it is issued. Good luck with the new areas. Christopher M, Romano Principal Sanitarian (Life Safety Code Specialist) Manager-Medical Facility Certificate of Need/Architectural & Engineering Project Preoccupancy Inspection Unit New York State Department of Health Division of Certification & Surveillance Courthouse Corporate Center 320 Carleton Avenue, Suite 5000 Central Islip, NY 11722 (631) 851-3654 FAX (631) 851-4327 NYS Certified Code Enforcement official NYS Certified Fire Safety Inspector CMS Certified Life Safety Code Surveyor * BAEFP has made the following determinations regarding the need for waivers (a) . Patient/Resident Toilet room door and 4 closet doors that swing into the corridor were found to project more than 7-inches into the corridor when fully opened (NFPA 101-1997: 5-2.1.4.4). This waiver was issued for the 1st phase and the 2nd phase of construction. (b) , Pocket doors in resident room toilet rooms were built with horizontal sliding doors, when doors in a means of egress are required to be swing type doors (NFPA 101-1997: 5-2.1.4.1). This waiver was issued for the 1st phase and the 2nd phase of construction. (c). Side clearance at doorway in a resident room was only 4-inches when 18- inches clearance is required (ADA:4.13.6). This waiver applies to the 2nd phase of construction only. IMPORTAI~T NOTICE: This e-mail and any attachments may contain confidential or sensitive information which is, or may be, legally privileged or otherwise protected by law from further disclosure, It is intended only for the addressee. If you received this in error or from someone who was not authorized to send it to you, please do not distribute, copy or use it or any attachments, Please notify the sender immediately by reply e-mail and delete this from your system. Thank you for your cooperation. STATE OF NEW YORK DEPARTMENT OF HEALTH Corning Tower The Governor Nelson A. Rockefell~' Empire State Plaza Albany, New York 12237 Richard E Dairies, M.D. Commissioner November 30, 2007 Wendy E. Saunders Chief of Staff Mr. Joseph Martello Horan, Martello, Morrone, P.C. 527 Townline Road, Suite 203 Hauppauge, New York 11788 Re: 071038 - H San Simeon By the Sound Center for Nursing and Rehabilitation (Suffolk County) Construct and renovate to develop a 30 slot Medical Model Adult Day Program and decertify 30 residential health care facility beds (Supercedes 563316 and 062242) Rightsizing and HEAL Phase II grant project ($6,695,058) Dear Mr. Martello: The Department of Health approves the above application in accordance with the administrative review provisions set forth in 10 NYCRR section 710.1(c)(3). Approval of this application is subject to the enclosed contingencies first being satisfied. In addition to the contingencies, the Department approves this application with the enclosed conditions. You are expected to comply with these conditions throughout the operation of this project. Three (3) copies of documentation that addresses these contingencies must be sent, within sixty (60) days of receipt of this letter, to the: Bureau of Project Management Division of Health Facility Planning Office of Health Systems Management NYS Department of Health 433 River Street, 6th Floor Troy, New York 12 ~ 80-2299 (518) 402-0911 Failure to meet the 60-day deadline could result in this project being deemed abandoned as set forth in 10 NYCRR section 710.10(c)(1). Pursuant to the provisions of 10 NYCRR Parts 86 and 710, you may not begin the construction or operation of any aspect of this project, or receive reimbursement for costs associated with this project, unless all required written approvals are obtained. Before beRinnin,q any aspect of this proiect, you must complete the followinq steps: submit written materials to satisfy the enclosed contingencies and receive written approval from the Division of Health Facility Planning (DHFP) indicating the satisfaction of all contingencies; after receiving a letter from DHFP confirming that all contingencies have been met, submit a wdtten request to, and receive written approval from, the Bureau of Architectural and Engineering Facility Planning to begin construction, and; develop a plan to ensure the health and safety of all patients and staff during construction. This plan must comply with ail applicable sections of the National Fire Prevention Association (NFPA) 101 Life Safety Code (1997 Edition) and all applicable sections of the State Hospital Code during construction. The plan may require you to separate residents, patients, staff and essential support services from the construction site and/or provide them with an alternative means of egress. Please have the plan available to regional office staff at the time of their on-site visit. You are responsible for ensuring that this project complies with all applicable statutes, codes, rules and regulations. Should violations be found when reviewing documents, or at the time of on-site inspections or surveys, you will be required to correct them. Additional costs incurred to address any violations will not be eligible for reimbursement without the prior approval of the Department. Also, in accordance with 10 NYCRR section 710.5, any change in the scope of this project requires prior approval from the Department and may require a new or amended application. If you have any questions concerning this letter, please contact the Bureau of Project Management at (518) 402-0911. Sincerely, James W. Clyne, Jr. Deputy Commissioner Office of Health Systems Management Enclosure TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R O/UGH PLBG. [ ]~JNDATION 2ND [ ~.']"iNSU CJTlON~ [ ~ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT C~,NSTR. UCTION [ ] FIRE R~_ESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ RRB RESISTANT CONSTRUCTION [ REMARKS: [~ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLSG. ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~.FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ ~,~ ~NSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROU~°LBG- [ ] INSULATION [~/~INAL [ ] FIRE SAFETY INSPECTION [ ] FIRERF. SlSTANTI'ENETRATION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY REMARKS:, ~'mLV mS~,ECXme.,'. ~?ORT I rATE [ com~zs ~o~xio~ Osx) FO~DATION (2NO) PL~G ~S~ATION PER N. Y. STATE ENERGY CODE , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOIYFHOLD, NY 11971 : (63D 76~1802 PERMIT NO. ~ BUILDINO t~EtilvilT APPLICATION CHECKLIST Flood Permit APPLICATION FOR Date INSTRUCTIONS ~ of plal~ ascorate plot plan to ~e. Fee according to tchedule. b. H~ plan ~Mng location of lot and of buitdings on premises, relation~ip to i~joinin_o ~g~mlaas or pllblic ~TOOts of areas, and waterways. d. UIX~ approval of this applicagon, the Building Inspe~or will issue a Building Permit to tho applicant. Such a permit e, No building slmll be occupied or used in whole or in part for any purpose what so ever until the Building Inspector tl Every building permit shall expire if the wodc an~e~d has not c~mnceced within 12 months after the date of property have been enaoted in the interim, the Building Inspector may authorize, in vniting, the exlension of the permit for an APPLICATION IS HEREBY MADE to gte Building Department for the issuance ora Building Permit pursuant to the Regulations, for the construction of buildings, additions, or alte~fions or for removal or d/~nolition as h .~',ein desxibed. 61700 Route 48, On,port, NY 11944 State whether'appl~ant is owner, le~sex, agent, ar~hlteet, engineer, general contractor, electrician, plumber or builder Name of owner of premises San Simeon By The 8oond, Inc. (As on the tax roll or intost deed) If applicant is a corporation, signature of duly authorized officer (Name and rifle ofcorporat~ Builders License No. Plumbers License No. Electricians License No. Oflm' Trade's License No. 1. Location of land onwhieh proposed work will bedonc: 61700 Route 48 Grae~oa House Number Slr~ Haml~ Ceonty Tax Map No. 1000 Section 45 Block 02 Lot 2 Subdivision Filed Map No. Lot 2. Stat~ exi~r~ u~ and occupancy of premises and int~ded usc and occgp~ncy ot[j~mposed conmx~on: Fee Addition Al~-rafion X Other Wo~ (To be paid on fdin~ thia application) Number of dwellin~ units on each floor WA 6. If business, commercial or mixed o~oul~ncy, sFecify nature and extent of each type of use. Nursing Home 7. Dimensiomofexistins~meturzs, ifanY:Ftont 234~3 Rear 234.3 Depth. 194.2 Height 15Feet Number of Storie~ One Dimensions of ~ame structure with alterations or addi~ons: Front No ChanOe Rear No C.~a~e Depth No Chan~le Height No Chanae Number of Stories No 8. Dimemiomofentiremweoastmvtion:Front NoChange Rear NoChan~e D~oth NoChan~e Height No Chanfle Number of Stofle~ No Chal~le 9. S~oflot:From 3~0Feet p~ar 390Fee~ Depth 400Feet 10. Date of Purchas~ Name of Former Own~ 1L Zone or use district in wl~ch prcmisea ar~ situated 12. Does proposed comb'ucfion violate any zoning law, ordinance or regulation7 YES__ NO 13. Will lot be re-~radcd? YE~ NO X Will exeem fib be removed from inemise~? YE~ __ NO__ 14. Narc, s of Owner of premis~a ^ddr~ss Phone No. Nameof.Archite~t Jc~nW. Baura~a~m,s~:~l~atP~.ddre~s m~.a~,~.~e~v,m phomNo 81~-939-2333 Name of Contractor Address phone No. 15 a. Is this propexty within 100 feet of a tidal wetland or a f~ezhwatcr wetland? *~ NO * W YES, SOUTHOLD TOWN TRUSTEE~ & D.E.C. PERMITS MAY BE REQUIRED. b. is ~his Woperty within 300 feet of a tidal w~tiand? * YES__ NO X * IF YES, D.E.C. Y~T$ MAY BE REQUIRED. 16. Provide survey, to acale, vAth a~emate fmmdafion plan and distances to prope~y lima. 17. If clcvstion at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Ate there any covenants and restrictions vAth respect to this property? * YES __ NO __ * I~ YES, PROVIDE A COPY. STATE OF NEW YORK) ss: ~ v.-. ~ .~-~k~ ~- being duly sw~m, dqx~mdsaysl~t(s)heia~hoapplieam (Name of ~vi~ ~ ~) ~e ~ of~d~o~ ~ b ~y~ ~ ~e ~ ~ ~d ~ ~ fi~l~fi~ SOUTHOt. D 1~ · The approved site development plan AC, GE~ID, LE NOT~ · ZONE × - ~LO00 INEtJ~-ANC't~ t~,ATE MAP - ~ t~ANI~L NU~R ~IO~--,OIS'/ ea LA.6T DATED HA'f' 4, I~l~ · VL:~TIC. AL IDA'rOM = N.~.V'. IDATUI'4 (H.~,.l-. Iq2~) DUR"v~-YOI~'~, C, IEI~.TIP ICATION SI'FIE IMPP-.OVtEMENTS DAN DIMEON BY' THE c'~UNO, INC,. At ~reenport, To~n oF ~utholct ~FFolk County, New York HAP Pt~I~PAt~J~ District I000 Section 4~ BI~ 0'~ Lot 2 COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 10/22/08 Data filename: H:~Projects\Steding~2007~16209-SanSimeon\ 1.0_Admin_Design\1.40RegApprovals\ComCheckPh I &2.cck Section 1: Project Information Project Type: Addition Project Title: San Simeon by the Sound Construction Site: 61700 Route 48 Greenport, NY 11944 Owner/Agent: Priscilla DeMasi San Simeon by the Sound 61700 Route 48 Greenport NY 11944 631.477.2110 pdemas~@sansimeonbythesound.corn Thomas Campiglia 2 Park Avenue, M2 New York. NY 10016 212.6867.1858 tc@tcaarch.com Section 2: General Information Building Location (for weather data): Clim~ Zone: Heating,Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F} VertloM~azlng / Wail Area Pct.: ' ~BQ h:l na Tvl)e ~ M:s~ical and Clinical Care ; · · Section 3: Requirements Checkl st Climate-Specific Requirements: Suffolk. New York 5750 715 18% Component Name/Descriptio~ Gross Area Ca~: Cont. PropoSed Budget or Perimeter R-V~ R~ValUe U-Factor U-Factor Roof 1: Other 21512 Extedor Wall 1 Other HC 1.0 ' 6008 Window 1: Vinyl Frame:Double Pane Clear. SHGC 0.85 1224 Door 1: Solid 231 Basement Wall 1: Solid Concrete or Masonry · 8"; Furring: None. 3484 Wall Ht 5.0. Depth BG, 4,0 -- 0.028 0.059 -- 0.310 0.598 -- 0.560 0:142' (a) Budget U-factors are used for software baseline calculations ONLY an(3 are not code re~]ulrer~-~nts Air Leakage, Component Certification, and Vapor Retarder Requirements: ~ 1. All joints and oenetrations are caulked, gasKeted, weather*str ppee, or otherwise sealed [] 2. Windows, (]oors, and skyhghts certified as meeting leakage requirements ~1 3. Component R-values & U-factors labeled as certified [] 4. Insulation installed according to manufacturer's instructions, in substantial contact wihh the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. [] 5. Fireplaces installed with tight fitting non-combustible fireplace doors. [] 6, Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers Project Title: San Simeon by the Sound Report date: 10122/08 Data filename: H:~Projects\Steding~007\16209-SanSimeon\1.0_Admin_Design\1.40RagApprovals\ComCheckPhl&2 cck Page 1 of 9 [] 7. Cargo doors and loading dock doors are weather sealed [] 8. Recessed lighting fixtures are: (i) Typo lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. [.} 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculafions submitted with this permit application. The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. pWmh~et s~ oRn;ig ij~tde;~deDn ,~ s~ ug cnhP~l°afen sS Soit r~iafis~ss t it aomn sP ~dr ea ,nnd c~S igm~i Name - Title I "~ ~ hl~ ~, ~h~a~testin g that to the best of hFs/her knowledge, belief, and Date Project Title: San Simeon by the Sound Report date: 10/22/08 Data filename: H:\Projects\Sterling~2007\f6209-SanSimeon\1.0_Admin Design\1.40RegApprovais\ComCheckPhl&2.cck Page 2 of 9 COMcheck Software Version 3.5.3 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 10/22/08 Data filename: H:\Projects~Steding~2007~16209-SanSimeon\ 1.0_Admin_Design\1.40RegApprovals\ComCheckPh l&2,cck Section 1: Project Information Project Type: Addition Project Title: San Simeon by the Sound Construction Site: 61700 Route 48 Greenport, NY 11944 Section 2: General Information 9uilding Use Description by: _~_u_~ d_'~g~yne Medical and Clinical Care Owner/Agent: Priscilla DeMasi San Simeon by the Sound 61700 Route 48 Greenport, NY 11944 631.477.2110 poemas~.sansimeonbythesound.com 21512 Designer/Contractor: Thomas Carnpiglia TCA Architecture 2 Park Avenue, M2 New York, NY 10016 212.6867.1858 tc@tcaarch.com Section 3: Requirements Checklist Interior Lighting: I~ ,1. Total proposed watts must be less than or equal t9 t(~taJ ~llowea watts. Agowed Watts Proposed Watts Complies 25814 11213 YES [] 2 Exit signs 5 Watts or less oer side. Exterior Lighting: [] 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic build/ri§s; signage; safety or security hghtmg; Iow-voltage landscape lighting. Controls, Switching, and Wiring: , [] ,~ Independent controls fo~ each space (switch/occupancy sensor). ., - Exceptions: Areas deslgnateo as security or emergency areas that must be continuously dluminated. Lighting in stairways or corridors that are elements of the means of egress, [] 5, Master switch at entry to hotel/motel guest room. [] 6. Individual dwelling units separately metered. [] 7. Each space provided with a manual control to provide uniform lighl reduction by at least 50% Exceptions: Only one lumina/re in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use ~ess than 0.6 Watts/sq,fl. Project Title: San Simeon by the Sound Report date: 10/22]08 Data Elename: H:\Projects\Sterling~2007\16209-SanSimeon\l.0_Admin Design~1.40RegApprovals\ComCheckPhl &2.cck Page 3 of 9 [] 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. [] 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. [] 10.Tandem wired one-lamp and three-lamp ballasted luminaires (No slngle-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. [] 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2, Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications ;~de r;~; ~ronca: eCU~ttii°o~ScSoUnbs trr i 'utcetido nWitcho~h:Sr:: ru imf: ma: nPlit s ica~' ~(~)~'~h e'~peeS~r ~g3t :~t teomcho~Sp lb; ~vint ~ teh'~ :g ~ aedn 'd~ t~r~e Ir :; :i ~eCm07e n t~ ~e i~ tYhe~k N~me-- Title '~~----- ~ ~/'~-~. ~ Project Title: San Simeon by the Sound Report date: 10/22/08 Data filename: H:\Projects\Starling~007~16209-SanSimeon\l 0_Admin_Design\l 40RegApprovals\ComCheckPhl&2.cck Page 4 of 9 COMcheck Software Version 3.5.3 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename: H:\Projects\Sterling~007\16209-SanSimeon\l.0_Admin_Design\1.40RegApprovals\ComCheckPh 1 &2.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts I ft2 Medical and Clinical Care 21512 1.2 25814 Total Allowed Watts = 25814 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID: Description / Lamp I Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Wail Medical and Clinical Care (21512 sq.fl,) Compact Fluorescent 1: Tdple 4-p n 26W / Electronic 215 26 5590 Linear Fluorescent 1: 48" T8 32W / Electronic 3 138 32 4416 Halogen 1: Halogen MR-16 50W ~ 2 50 100 Compact Fluorescent 2: Twin Tube 24/26/27W / Electronic I 41 27 1107 Total Prooosed Watts = 11213 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts ~s greater than or equa[ to zero. tl~e building complies T(~tal Allowed Watts = 25814 Total Proposed Watts = 11213 Project Compliance = 14601 Project Title: San Simeon by the Sound Repod date: 10/22/08 Datafilenarne: H:\Projects~Sterling~2007\16209-SanSimeon\1.0 Admin Design\l.40RegApprovals\ComCheckPhl&2.cck Page5of9 COMcheck Software Version 3.5.3 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date: 10/22/08 Data filename: H:\Pr~jects~Steding~7\162~9~anSime~n\1~-Adm~n-Deslgn\1~4~RegAppr~va~s\~m~heckPh1 &2.cck Section 1: Project Information Project Type: Addition Project Title: San Simeon by the Sound Construction Site: 61700 Route 48 Greengort, NY 11944 Owner/Agent: Pdscilla DeMasi San Simeon by the Sound 61700 Route 48 Greengort, NY 11944 631.477.2110 pdemasi@sansimeonbythesound.com DesignedContractor: Thomas Campiglia TCA Architecture 2 Park Avenue, M2 New York, NY 10016 212.6867.1858 tc@tcaarch corn Section 2: General Information Building Location (for weather data): Suffolk, New York Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 71 $ Section 3: Mechanical Systems List 1 HVAC System l: Heating; Hydronic o~ Steam Coil, HOt Water J.Cooling: Packaged Terminal Unit, Capacity 7000 Btu/h, Air-Cooled Condenser / Multiple-Zone I ' ~lant 1: Heating: Hot Water Boiler, Capacity >=600 kBtu/h, Gas, with:Two-plpe changeover system Section 4: Requirements Checklist Requirements Specific To: HVAC System I: [] 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 11.0 EER [] 2. Minimum one temperature control device per zone [] 3. Newly purchased cooling equipment meets the cooling efficiency requirements [] 4. Balancing and pressure test connections on all hydronic terminal devices [] 5. Systems serving more than one zone must be VAV systems [--I 6. Dual-duct VAV mixing boxes installed to minimize mixing ~ 7. Controls capable of resetting supply air temp (SAT) by 25% of SAT*room temp difference Requirements Specific To: Plant 1: [] 1. Equipment minimum efficiency: Boiler Thermal Efficiency >= 75% Et [] 2. Newly purchased heating equipment meets the efficiency requirements - used equipment must meet 80% Et @ maximum capacity [] 3. Two-pipe changeover heating/cooling controls must have: a) 15 degrees F deadband where boiler and chiller can not operate, b) allow operation in either heating or cooling for at least 4 hrs. and c) prevent difference between heating and cooling set points greater than 30 degrees F [] 4. Systems with multiple boilers have automatic controls capable of sequencing boiler operation [] 5. Hydronic heating systems comprised of a single boiler and >500 kBtu/h input design capacity include either a multistaged or modulating burner Project Title: San Simeon by the Sound Report date: 10/22/08 Data fllename: H:\Projects\Sterling~2007H 6209-SanSimeon\1.0_Admin_Design\l.40RegApprovals\ComCheckPh l&2.cck Page 6 of 9 Generic Requirements: Must be met by all systems to which the requirement is applicable: [] 1. Load calculations per 2001 ASHRAE Fundamentals [] 2. Planl equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load [] 3. Minimum one temperature control device per system [] 4. Minimum one humidity control device per installed humidification/dehumidification system [] 5. Thermostatic controls has 5 degrees F deadband - Exception: Thermostats requiring manual changeover between heating and cooling [] 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm L~ 7. Outside-air source for ventilation; system capable of reducing OSA to required minimum [~ 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R~ insulation between ducts and the building extedor when ducts are part of a building assembly - Exception: Ducts located within equipment - Exception: Ducts with intedor and exterior temperature difference not exceeding 15 degrees F. [] 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Exception; Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classitication [] 10.Mechanical fasteners and sealants used to connect ducts and air distribution equipment [] 11.Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment Exception: Fluid temperatures between 55 and 105 degrees F · Exeqptton'. Fluid not heated or cooled ' Exception: Runouts <4 fl in length [] 12.Operation and maintenance manual provided to building owner ' [] 13.Balancing devices provided in accordance with 603.15 of Mechanical Cede for New York State [] 14.Hot water distribution systems >=300 kBtu/h must have one of the following: al controls that reset supply water temperature by 25% of supply/return delta T b) mechanical or electrical adjustable-speed pump drive(s) c) two-way valves al all heating coils d) multiple-stage ;)umpee) ethe~' system ~)Btrol~ that. r~du~e~p~p~fl~d?y~t least;5~% based on lc, ad - calculations required [] 15.Stair and elevator snaff vents are equipped with motorized dampers [] 16. Three-l~iipe ~ys'~ems' not used Section 5: ComPlianCe Statement Compliance Statement: The proposed mecbenical des gn represented in this document is consistent with the building plans, specification~ and other calculations submitted with this permit al~p cat on. The pr0p~sed mechan ca systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COM and to comply with the mandato~ requirements in the Requirements CheckiiStl ~ ' N'ar~e- Title ' ~ ......... F~-~,~ Date Project Title: San Simeon by the Sound Repod date: 10/22/08 Data fllename: H:\Projects~Steding~2007\16209-SanSimeon\l.0 Admin Design\l.40RegApprovals\ComCheckPhl&2.cck Page 7 of 9 '~COMcheck Software Version 3.5.3 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code Report Date: Data filename: H:~Projects\Stsding~2007\16209-SanSimeon\1.0_Admin_Design\l AORegApprovals\CornCheckPh 1 &2.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System I: 1. The specified heating and/or cooling equipment is covered by the 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 11.0 EER 2. Each zone ora multiple-zone system must have its own temperature conlrol device. 3. The specified cooling equipmenl is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed 2007 New York Energy Conservation Construction Code requirements for equipment efficiency. 4. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 5. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow of primapJ supply air before reheating recoolieg, or mixing a~r streams. 6. The speci§ed system in~cludes both warm-air and cool-a~r ducts Z. one terminal devices must be installed that reduce the flow of air through each duct to a minimum before mixing with air from the other duct. 7. Multiple-zone systems must include controls caoable of resetting the SUDI~Iy a~r temperature by at least 25% of the difference between the design supply air temperature and the design room temperature. Requirements Specific To: Plant 1: 1. The specified heating and/or cooling equipment is covered'by the 2007 New York Energy Conservation Construction Cede and must meet the following minimum effiaency;~Soiler,Thermal Effi~i~pey~.;7:5% Et ~' 2. The specified heatihgequipmeet is covered by Federal mini~nume. ffic~en~y [9~luirements, New equipment of this [ype can be-assu~aed . to meet or exceed 20Q7~ N{wYork Enprgy Conservation Construction Code reauirements for equipment efficiency. Used equipment must meet 80% Et @ maximum capacity. - - 3, Two-pipe chapgeovei~ heafing/coohng controls mu,st:a! allow a deadbaed between changeover from one mode (heating/cocting)to ~l~e other ~:~f'at le~,~:1'5 d~grees F; ouls~le temperature!sb) aUdw ~p<~afion in one mode (heating/cooling) for at least 4 hours befor~'~han~ldg over to the other modec] allow heating and cooling supply temperatures at the changeover point to be no more than 30 degrees F apart. 4. Systems with multiple boilers have automatic controls :apabie of sequencir~j the operation of the boilers 5. Hydronic heating systems comprised of a single boiler and ~500'l~Bt0/~ inpL~t design capacity include either a multistaged or modulating burner. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approvee eau~valent Calculation procedure All equipment ana systems must be sized to be no greater than needed ~o meet calculated loads. A single piece of equipment providing both heating and coolm9 must satisfy this provision for one function with the capacity for the other function as small as possit~e,, within available equipment opbons. Exception: The equipment analor system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operabng. Exception: Multiple units of the same equipment type WhOSe comomea capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device, 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband (a range of temperature where no heating or cooling is provided). Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling 6. Outdoor-air supply systems with design ai~ow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating Project Title: San Simeon by the Sound Report date: 10/22/08 Data filename: H:\Projects\Steding~2007~16209-SanSimeon\1.0 Admin Design\l 40RegApprovals\ComCheckPhl&2cck Page 8 of 9 7. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State If the ventilation system is designed to supply outdoorair quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 8 Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when Iocatad outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. - Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design tamperatare difference between the interior and extedor of the duct or plenum does nol exceed 15 degrees F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. Exception: Continuously welded and locking-typo longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 11. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: I in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes >1 1/2-in. nominal diameter. - Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not require(3 for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout ~iping not exceeding 4 ff in length ane I in. in diameter between the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the:owner that includes at least the following information:a} equipmen[ capacity (input and output) and required maintenance actionsb) equipment operation and maintenance manualsc} HVAC system control maintenance and calibration information, including wiring diagrams, schematics an(3 control sequence descriptions; desired or tield~etermined set points must be permane~'t~y recorded on cont~o~ drawings, at control devices, or, for digital control systems. ~n 13 E~ach supp y a r ~t ~ ~r diffuser and each zone te ,r~3~e[aev p~ (s~u~t'~ as,,V,~/, or ,~.j~i~g box must have its own balancing device Project Title: San Simeon by the Sound Report date: 10/22/08 Data filename: H:\Projects\Starling~2007\16209-SanSimeon\1 0_Admin_Design~1.40RegApprovals~ComCbeckPhl&2.cck Page 9 of 9 NO, P, Ol C~arDet Location: Manufacturer: Style: Reception 8~ Hallways Dukan Custom Broadloom #50041-24138, Current" NH134 Material: 100% Continuous Filament Nylon with built-in anti-static, Solution Dyed, Flammability: FF-1-70 See Attached Toxicity: See Attached Primary Backing: Woven polypropylene Secondary Backing: Moisture Barrier NOV-16-2009 MON 12:16 PM FAX NO, P, 02 IND UETRI £~, INC, Date: Style; ~ls Yarn Con,ant: Yarn Tw~s per Inch; Maroh 10, 2009 M4122 M4122 PR~DYE ~IL~M~NT 100~NYU0N ~.OOX 4.00 PATTERN Pile Height~ Dye Me:hod: Secondary BmC~I~: Pst~ern Repe~: Flammability: 1/s 8/32 15.17 3~,00 94.08 pREDYED WOVEN ~Ob~a0P~EN~ Test - 16C~R-Z~30.4 (F~-1-70): ~ass .NOV-16-2009 MON 12:16 PM ._ FA× NO. P. 03 50041-24138 · 'Tip Shear,.,Carpet must be rutted to room width; we do not guarantee side match, Strikeof[ # 50O41-24138 Collsti'uctjon: 1/8 SCROLL WidLh: 12' Tufted 36 OZ. Stitches Per Inch: 15.17 Tufted Pile Height: .312 .187 Yam: COLORSTRAND Dyed Method; SOLUTION Primary Backing: WOVEN POLYPROPYLENE Secondary Backing: TR BACKING Note; Tan~atlve NOV-18-2009 NON 12=17 ~OUR KEYS ~ EFFIECT~V~ MAINTENANCE ~d ~re~l~n~ dov,~ carpe~ fibars, quickly and ~er~ is less Chance ?i will become ~ stain. Refer · NOV-16-2009 MON 12:18 PM CUATP, C) CLAV~ pAPA UN MANTENIMI[NTO EFEC'rlVO DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Complglia Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRr1TEN AUTHORIZATION OF Thomos Camplglia Architect, PLLC. DBA TCA ARCHITECTURE, THIS OOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITi'EN CONSENT OF TCA ARCHITECTURE, Thomos Comp~glia, Architect, PLLC. ~ ~ ~ NEW YORK STATE & TOWN CODES ONL~D CON~ENTBEFOflE ~ FOUF~D~,'RON - TWO AS REQUIRED AND CONDITIONS OF F,3n ~C'J~O CO:[CR~T~ ~ _ .~ ~CERTIFICATEOFOCCUPANCY 2. ROUGH - FRAM,NG & PLUMEING 9-10-08 ISSUED FOR D,O,H. REneW, PAR3AL SET / ~D~P~NING~ARD SUPPLYSYSTEMCANNOT 4. F[HAL - CO¢S%,.,~TKN MUST 8-28-08 ISSUED FOR BID ~ - -~ ~ ~DTO~TRUSTEES EXCEEDS10 OF 1% LEAD. ALL CONSTRUCTION o, lALL ME- THE _ _ ~._. ~ } _ ~_ ~ ~ ~ YonK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. NO. BATE REASON FOR ISSUE PLUMBING PROdECT S WATER LINES NEED RETAIN STORM WATER RUNOFF RENOVATIONS TO: W l N G 'A'TESTING BEFORE COVERING PURSUANT TO CHAPTER 236 (NO WORK N.l.C.) OF THE TOWN CODE. CERTIFICATION OF OCCUPANCY OR ,. NAILING & CONNECTIONS  REQUIRE~. use IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ~ ALL CONSTRUCTION SHALL 61700 ROUTE 48, GREENPORT, NY 11944 MEET THE BEQUIREk';ENTO OF THE FIRE INSPECTION PHASE 2 ~ PHASE 1 CODES OF NEW YOhK STATE, REQUIRED BEFORE ARCHITECT EAST WING WEST WING OPENING UNDER~RS C~FICA~ I~ ) REQUIRED T C A ~ NORTH KEY PLAN ~.,~o~u~, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC DRAWING INDEX DRAWING I~EX DRA~NG INDEX  2 PARK AVENUE, MF77ANINE N~ YORK, NY 10016 S~ET S~ET TITLE SI~ET S~ET TITLE S~ET S~ET TITLE ~ ~ / TEL NO, (212) 686-1858 F~ NO. (212) 765-B511 T~ ~ ~ ~ T~ ~ / PROJECT MANAGERS: AN-04 NY STATE BUILDING CODE COMPLIANCE P~N FA-1 FIRE A~RM NOTES, LEGEND AND RISER DIAG~M /~ / STERLING MANAGEMENT, INC. AD-lO1 FIRST FLOOR DEMOLITION P~N H-5 MECHANICAL D~AiLS I ~ H-6 MECHANICAL D~AILS ~ ~~~~ N JAMES, ~SA~ H-7 SPECIFICATIONS SHED 1 ~ ~ CONSULTING ENGINEERS A-102 A~IC FLOOR CONSTRUCTION P~N H-9 SPECIFICATIONS SHE~ 5 ~1 110VALDRiVE, SUITE129,1S~NDIA, NY11749 ~--/ ~ ~ ~~1' -- ~ X ~L [ I TEL NO, (631) 592-2673 F~ (631) 592-2673 A-11 1 FIRST FLOOR DIMENSION P~N DE-1 FIRST FLOOR ELECTRICAL DEMOLITION P~N A-502 DEMOLITION AND PROPOSED BUILDING EL~ATIONS E-1 GENERAL NOTES, SCHEDULES AND LEGEND DP-2 FIRST FLOOR PLUMBING DEMOLITION P~N E-3 GROUND FLOOR ELECTRICAL P~N ~ _ ~ . I ~ , ~ " . . a ~ E ~ ~ CONSULTANT A-401 TEL/POWER/DATA P~N E-4 FIRST FLOOR ELECTRICAL POWER P~N A-402 'URNITURE AND EQUIPMENT FLOOR P~N P-1 GENERAL NOTES, SCHEDULES AND LEGEND ~ E-5 ELECTRICAL A~IC P~N ~ A-403 FINISHES FLOOR P~N~,~ P-2 GROUND FLOOR SANITARY P~N ~ E-6 FIRST FLOOR ELECTRICAL LIGHTING P~N A-404 MILLWORK FLOOR P~N ~ P-3 GROUND FLOOR DOMESTIC WATER P~N E-7 FIRST FLOOR NURSES CALL SYSTEM P~N ~ P-4 FIRST FLOOR PLUMBING P~N ~ E-8 ELECTRICAL RISER DIAGRAM  A-50~ DOORS AND WINDOWS: SCHEDULES, ~PES AND D~AILS P-5 PLUMBING RmSER DIAGRAMS E-9 PANEL SCHEDULES ~ k ' ~ ~ ' ~~[, ~ ~-- --- / ~ D,O.H./C.O.N. NO. 071058-H .oo co .o. ,,. , xx A-602 COMMON AR~S INTERIOR EL~ATIONS TR BATE 10-08-08 A-603 TOIL~ AND BATHROOM EN~RGED P~NS ~ DRA~NG A-604 TOIL~ AND BATHROOM EL~ATIONS ... COVERS 8HEEl, INDEX A-606 EN~RGED P~,S AND EL~ATION, PLOT PLAN AND PlOt PLAN A-607 EN~RGED P~NS AND EL~ATIONS SC~: ~.T.S. A-608 EN~RGED P~NS AND EL~ATIONS A-609 ~P)CAL BEDROOM EL~ATIONS A ~P. INTERIOR WINDOWS EL~ATION ~ FP-2FP-1GENERALGRoUNB FLooRNOTES' FIRESCHEDULESPROTECTIoNAND p~NLEGEND A-701 MILLWORK D~AILS ~ FP-3 FIRST FLOOR FIRE PROTECTION P~N ~ w-4 A~C m~ P~OTECT~O~ P~. BROCK: 02 A-801 MISCEL~NEOUS D~AILS FP-5 D~AILS LOT(S): 2 ~OOA ~A OA ~0~ SEAL ~ SHEET NUMBER DRAWINCS& SPECIFICATIONS AS INSTRUMENTS OF ROOM NAME ABBREVIATIONS PLUMBING FIXTURE SCHEDULE LIGHT FIXTURE LEGEND RROEE5S,OBAL SE"V,OE ARE. ^.. S.^LL RE.A,.. T.E PROPER3Y OF Thomos Compigllo Architect, PLLC. DBA TCA ARCHITECTURE, -- -- ~ 1YPE: A2 ~ l~PE: O Compiglia Architect, PLLC, DBA TCA ARCHITECTURE. ARCHITECTURAL SYMBOLS 0 .o~s: 61700 ROUTE 48, GREEN PORT, NY 119~ T C A ELECTRICAL SYMBOL LEGEND ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT (A~ ~MS SHOWN ~E W~-MOU~O UN'SS OTHERWISE NOTED.) THOMAS CAMPIGLIA, ARCHITECT, PLLC CEILING APPURTENANCE LEGEND ~ ....~o~,~o.~,~.o~ PROJECT MANAGERS: I M O N~ NURSE ~ ~ ~A~ON. STERLING MANAGEMENT,INC. -- ~ EXI~NG RECE~AC~ W~H C~ER P~ ~ ~LEPHONE O~ CONSULTING ENGINEERS ~R RELO~/RE~D R~RN NE GRILL ~) EXI~NG mlPLE-POLE UG~ SW~CH. m.L N~ Nmc~ U~. TEL NO. (631) 592-2673 F~ (631) 592-2673 ~ ~m~.~ ~ ~. .~ S.RmN~. H~ PhD ~I~NG PHONE ~CK ~ RRE A~M BE~ I CONSULTANT CONSULTANT ROOM NAME ABBREVIATIONS D.O.H./C.O.N. NO. 071038-H UE NOE~~ PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC ~ DATE 10-08-08 DRAWING LEGENDS AND SYMBOLS z AiX- i12 SEAL 2 SHEET NUMBER ARCHITECTURAL SYMBOLS PLUMBING FIXTURE SCHEDULE LIGHT FIXTURE LEGEND (SEE CEIUNG PLANS FOR SPECIFIC FIXTURES WHICH A~pLy TO THIS PRO,ECT) MODED PR3-2UID25-EXXX-¢PSlN-CF15 LAMPING: 3-25 WAI~. T8 CEILING APPURTENANCE LEGEND I I i - DR&WINOS & SPECIFICATIONS AS INSTRUMENTS OF .. PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE .. x EWY (; · ".tS ' ?A . ' '3 ' ' 3 , ' ' '.V. 'i )' ' iAi ', ' i\'YS "i zW ' o . Si?A7 . ". _, -' .' -. -" " _,. . GY_' _, -' .' ._, -' YSi ' ADE C,g, o MO REPRODUCT'ON. ,N WHOLE OR ,N RA . SHALL ,E TCA PRORER GE Tho.os Co.pi,,O Archltect. PLLC. D,A ARCH,TECTDRE. W,THO T Architect. THE 'R,,ER ,LLC. ^ HOR, T,ON TCA ARCN,TECTU,E. OF Thom°. [~ Copyright 2008 Thomas Campigllo Architect, PLLC. ..... ~ . ..~ I~. ~ .... ~ ~ . . ~/ ~ . . . i~ ' ~'~' ~ k ' .~ ~- THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND CONSTRUCTION CLASS(TABLE 601 NYSBC) S.ALL NOT BE USED BY ANY OTHER PARTIES FOR ANY NEW YORK STATE BUILDING CODE COMPLIANCE (NYSBC) EXIT CAPACITY (ONE STORY, AT GRADE) F]RESTOP?ING & D]L&FTSTOPPIN6 NOTES TcAOTHERARcHITECTURE.CONSTRUCTIONThomasWITHOLFFoomplgIia,THE WRI~ENArchitect,CONSENTpLLc, OF DB, A. TCA ARCHITiCTURE TYPE lib (EQUIVALENT TO TYPE II (000) NFPA 101/DOH) 15 DOORS AT 36" EACH = 540" OF EXIT WIDTH 1. ALL THROUGH PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE SPECIAL CONDITIONS FIRESTOPPED AND SMOKESTOPPED TO FORM AN EFFECTIVE BARRIER AGAINST 1. THE SUBJECT PROJECT INVOLVES THE INTERIOR RENOVATION OF APPROXIMATELY 27,660 S.F. OF THE STRUCTURAL FRAME = 0 HOURS FIRST FLOOR OF AN EXISTING NURSING HOME (I-2 OCCUPANCY). THE AREA TO BE ALTERED IS BEARING WALLS = 0 HOURS EGRESS WIDTH FACTOR - TABLE 1005.1 (I-2) = 0.2 CORRIDORS THE PASSAGE OF SMOKE AND FLAME IN ACCORDANCE WITH 712.3.1.2 (NYSBC) SEPARATED FROM THE BALANCE OF THE FLOOR NOT BEING RENOVATED BY A 2-HOUR FIRE WALL. FLOOR CONSTRUCTION = 0 HOURS = 0.5 STAIRWAYS ROOF CONSTRUCTION = 0 HOURS 58" A. SAID PROTECTION SHALL BE BY AN APPROVED PENETRATION FIRESTOP 2. NURSING HOMES ARE LICENSED BY THE NEW YORK STATE HEALTH DEPARTMENT, AND AS SUCH ARE CEILING CONSTRUCTION = 1 HOUR RATED (PER FOOTNOTE C) 190 PERSONS X 0.2 = CORRIDOR WIDTH BY CALCULATION SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL MIN. PROPOSED CORRIDOR WIDTH IS 8 FEET (96") 1479 WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 (2.49 PA) OF WATER AND SHALL HAVE AN F RATING OF NOT LESS THAN SUBdECT TO THE PROVISIONS OF TITLE lO(D), ARTICLE 713.1 OF THE NEW YORK STATE HOSPITAL CORRIDORS = 0 HOURS (407.5) (TABLE 1016.1) (REQUIRED FOR BED TRAFFIC BY DOH HOSPITAL CODE) CODE. TILE 10 REQUIRES NURSING HOMES TO COMPLY WITH THE FOLLOWING NATIONAL REFERENCE THE FIRE RATING OF THE ASSEMBLY PENETRATED. STANDARDS, MANY OF WHICH ARE ALSO LISTED AS REFERENCED STANDARDS IN CHAPTER 55 (NYSBC): BUILDING AREA AND HEIGHT LIMITATIONS .(TABLE 505 NYSBC, ]-2 MAX. PERMITTED TRAVEL DISTANCE (TABLE 1015.1) 2. WHERE PENETRATING ITEMS ARE STEEL, FERROUS OR COPPER PIPES & A. NFPA 101 - LIFE SAFETY CODE. OCCUPANCE, CLASS liB CONSTRUCTION) CONDUITS, THE ANNULAR SPACE BETWEEN THE PENETRATING ITEM AND THE MAX. PERMITTED FIRE AREA = 11,000 S.F. OCCUPANCY GROUP ]-2, FULLY SPRINKLERED. ASSEMBLY PENETRATED MAY BE PROTECTED AS FOLLOWS: B. NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. MAX. PERMI~ED BUILDING HEIGHT = 1 STORY MAX. PERMllTED TRAVEL DISTANCE = 200 FEET A. AT PENETRATIONS THROUGH CONCRETE OR MASONRY ASSEMBLIES WHERE C. NFPA 70 - NATIONAL ELECTRIC CODE. HEIGHT MODIFICATION - SPRINKLER INCREASE (504.2) ACTUAL MAX. TRAVEL DISTANCE = 108 FEET THE PENETRATING ITEM IS A MAXIMUM OF 6 INCHES AND THE OPENING IS A MAXIMUM OF 144 SQUARE INCHES, CONCRETE GROUT OR MORTAR D. NFPA 72 - STANDARD ON AUTOMATIC FIRE DETECTORS. SHALL BE PERMI17ED WHERE INSTALLED TO THE FULL THICKNESS OF FULLY SPRINKLERED BUILDINGS MAY BE 2 STORIES & 20 FEET IN HEIGHT. LOC~ZOiN~NGCOIV[~LI)24CE THE WALL. E. NFPA 80 - STANDARD FOR FIRE DOORS AND WINDOWS. FIRE AREA MODIFICATION - SPRINKLER INCREASE (506.5) ZONING AUTHORITY HAVING JURISDICTION: TOWN OF SOUTHOLD 5. ALL OTHER CONDITIONS SHALL MEET THE REQUIREMENTS OF 712.3.1.2 F. NFPA 90A - STANDARD FOR THE INSTALLATION OF HEATING, VENTILATING AND (NYSBC) AIR CONDITIONING SYSTEMS. FIRE AREA IN SPRINKLERED BUILDINGS MAY BE INCREASED BY 200%, IN ZONING DISTRICT: HAMLET DENSI'P((ND) RESIDENTIAL DISTRICT MULTI-STORY BUILDINGS (COUNTING PARTIAL CELLAR Ag STORY). EXISTING & PROPOSED USE: NURSING HOME (HEALTH CARE FACILITIES) ~ lO-Os-o8 ADDENDUM #~ G. NFPA 99 - STANDARD FOR HEALTH CARE FACILITIES. PERMITrED BY 100-42 (A) (4) OF THE .11,000 S.F. X 200% = 55,000 S.F. FIRE AREA SOUTHOLD ZONING ORDINANCE EXIT SIGNS & EGRBSS IgI.~ATION JJ9-~0-08 ,SSUED LO9 9.0... REneW..Ag~AL SET H. NFPA 220 - STANDARD FOR TYPES OF BUILDING CONSTRUCTION.JJ 8-28-o8 ~SSUED PO, B~D ' 'MAX. PROPOSED FIRE AREAS: I. PER SECTIONS 2702.2.3 AND 2702.2.4, EXIT SIGNS AND MEANS OF EGRESS s-28-o8 ~SSUED FOR D.O.H. SUBM~SS~OR J J 8-12-08 ISSUED FOR D.o.e. FILING I. NFPA 241 - STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND A-5 DINING ROOM = 1,650 S.F. ILLUMINATION SHALL BE PROVIDED WITH AN EMERGENCY POWER SOURCE NO.DATEJ REASON POP ISSUE DEMOLITION OPERATIONS. F-2 KITCHEN = 2,155 S.F. BULKPJ~GfJ-LA~ONSFO~PJ~S]])ENCED];ST~CTS MEETING THE REQUIREMENTS OF SECTIONS 1011.5.5 AND 1006.5 J. GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITAL AND HEALTH CARE FACILITIES,I-2 BALANCE OF 1ST FLOOR = 25,877 S.F. RESPECTIVELY. JJPRoJECT REGULATION REQUIRED/ EXISTING COMPLIESjj RENOVATIONS TO: AMERICAN INSTITUTE OF ARCHITECTS. SMOKE COMPARTMENTATION PERMI1TED A. PER 1011.5.5 EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SOURCE WHICH WILL ENSURE CONTINUED ILLUMINATION FOR NOT K. WHERE CONFLICTS OCCUR BETWEEN THE NEW YORK STATE BUILDING CODE AND ANY OF THESE NYSBC REQUIREMENTS AND DOH/NFPA CODE REQUIREMENTS ARE THE SAME REGARDING SMOKE LOT SIZE (S.F.) 20,000 186,000 (3.5813 AC) YES LESS THAN 90 MINUTES. THIS REQUIREMENT ALSO EXTENDS TO MEANS REFERENCED STANDARDS, THE MORE RESTRICTIVE SHALL APPLY. THE SPECIFIC APPLICABLE COMPARTMENTATION. LOT WIDTH (FT.) 75 590 YES OF EGRESS ILLUMINATION PER 1006.5 EDITIONS OF THE ABOVE REFERENCED STANDARDS SHALL BE THOSE CURRENTLY RECOGNIZED BY LOT DEPTH (FT.) 120 400 YES THE NEW YORK STATE HEALTH DEPARTMENT AS PER 407.4, SMOKE BARRIERS SHALL BE PROVIDED TO SUBDIVIDE EACH STORY INTO AT LEAST FRONT YARD (FT.) 36 68.2 YES 2. PER 1006.5, IN THE EVENT OF A POWER FAILURE, AN EMERGENCY JJ ''' ......... BEING IN EFFECT THROUGH SUBSTANTIAL COMPLETION OF THIS PROJECT. 2 SMOKE COMPARTMENTS MEETING THE FOLLOWING REQUIREMENTS: SIDE YARD (FT.) 15 28.6 YES ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING BOTH SIDE YARDS (FT.) 30 72.5 YES AREAS: REAR YARD 35 89.6 YES 1) EXIT ACCESS CORRIDORS & PASSAGEWAYS CODEsTHROUGHOUTAPPLY THISTHE ANALYSIS,APPLiCABLEWHEREcAsE THEwiLL MOREBE ANNOTATEDRESTRICTIVETo PROVISIONSsTATE SUcH.OF THE REFERENCED 1. COMPARTMENT AREA SHALL NOT EXCEED 22,500 S.F. LOT COVERAGE (%) 25 25 (58,923 S.F.) YES 2) EXIT STAIRWAYS 6~700 ROUTE 48, GREENPORT, NY 11944 BUILDING HEIGHT (FT.) 35 33 YES A SEPARATE SET OF "STATE HOSPITAL CODE DRAWINGS" (REQUIRED BY THE NYS DOH) WILL SHOW 2. MAX. TRAVEL DISTANCE FROM ANY POINT IN A SMOKE COMPARTMENT TO THE SMOKE NUMBER OF STORIES 2 ~ 3 EXISTING NO 3) THE PORTION OF EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT IIARc"'TEcT PARALLEL COMPLIANCE WITH DOH FIRE PROTECTION & EGRESS REQUIREMENTS. BARRIER DOORS SHALL NOT EXCEED 200 FEET. PROPOSED INCREASE DISCHARGE DOORS. II 3. THE BUILDING IS CONSTRUCTED ENTIRELY OF NON-COMBUSTIBLE CONSTRUCTION. ALL OCCUPIED 5. THAT A REFUGE AREA OF AT LEAST 30 NSF/OCCUPANT BE PROVIDED ON EACH SIDE OFNOTE: SUBJECT APPLICATION INVOLVES AN INTERIOR ALTERATION ,3. COMPLIANCE AREAS OF THE EXISTING BUILDING ARE FULLY SPRINKLERED AND THE BUILDING IS PROTECTED BY A THE SMOKE BARRIER. SAID AREA MAY BE THE AGGREGATE OF CORRIDORS, PATIENT THERE IS NO PROPOSED INCREASE IN FLOOR AREA, ~-~ FIRE ALARM & SMOKE DETECTION SYSTEM. THESE SYSTEMS WILL BE RECONFIGURED TO SUIT NEW ROOMS, TREATMENT ROOMS, LOUNGES, DINING ROOMS AND OTHER LOW HAZARD AREAS. LOT COVERAGE OR VOLUME A. ALL REQUIRED EM'~-RGENCY & EXIT LIGHTING SHALL BE POWERED BY THE II ARCH,~OTU~E. ,NTER,ORS. RROJEOTUAmAEMENT PARTITION & CEILING SYSTEMS. BUILDING DIESEL FIRED EMERGENCY GENERATOR.II THOMAS CAMPIGLIA, ARCHITECT, PLLC COMPLIANCE: ~ LOAD~G 4. THE OVERWHELMING MAJORITY OF THE AREAS BEING ALTERED SIT OVER AN UNOCCUPIED CRAWL SPACE. THEREFORE THERE IS NO "FLOOR SYSTEM" FIRE RATING REQUIREMENT FOR MOST OF THE 1. THE AREA BEING ALTERED IS 27,660 S.F. AND IS SUBDIVIDED INTO 3 SMOKE 2PARKAVENUE, MEZZ, ANINE NBA/YORK, NY10016 II TEL, NO. (212) 656-1 S58 FAX NO. (212) 765-8511 WORK ZONE. COMPARTMENTS AS FOLLOWS: 1. PER TABLE 1609, NYS BUILDING CODE THE SUBJECT SITE IS IN A "HURRICANE PRONE" ZONE SUBJECT TO A "5-SECOND GUST" WIND SPEED OF 120 MILES PER PROJECT MANAGERS: 5. THE ENTIREAREABEINGALTEREDISONESTORY(WITHAPARTIALCELLAR). EXISTING ROOF SMOKE COMPARTMENT#I= I $ :l CONSTRUCTION CONSISTS OF LONG-SPAN STEEL TRUSSES SUPPORTING GYPSUM PLANK. THE HOUR · · · ! UNDERSIDE OF THESE TRUSSES (BO170M CHORD) IS PROTECTED BY A PLASTER CEILING (AS A SMOKE COMPARTMENT # 2 = 9,800 S.F. SMOKE DIAPHRAGM) WITH A COSMETIC ACOUSTIC TILE CEILING BELOW. THE PLASTER CEILING WILLSMOKE COMPARTMENT # ,3 = 8,882 S.F. A. PER TABLE 1609.5.1, A 120 MPH 3 SECOND GUST HAS AN EQUIVALENT · BASIC WIND SPEED OF 100 MPH. REMAIN. THE EXISTING COSMETIC CEILING WILL BE REPLACED WITH NEW. II STERLINGIVlANAGEMENT, INC~ 2 PARKAVENUE, MFT~TANINE NEWyORK, ~ 10016 2. MAX. TRAVEL DISTANCE WITHIN A COMPARTMENT = 175 FEET < 200 FEET. 1. THE SITE IS ASSUMED TO BE A "WINDBORNE DEBRIS REGION" SINCE IT IS WITHIN II Tel' (212)245-6300 Fax:(212)765-851] THE EXISTING A~IC IS COMPARTMENTALIZED BY MASONRY FIRE WALLS WHICH ARE FIRE-STOPPED & 1 MILE OF THE MEAN HIGH WATER LINE, IN A "HURRICANE PRONE ZONE" (1609.2, Ii http://w~r.v.sterl,ngnyc.com SMOKE-STOPPED. THE ATTIC WILL REMAIN AN UNOCCUPIED SPACE. ,3. AREA OF REFUGE _(NON-SLEEPING AREA) NYSBO) [ CONSULIANT 6. THE SUBJECT ALTERATION WILL RESULT IN A DECREASE IN THE EXISTING OCCUPANT LOAD SINCE THE SMOKE COMPARTMENT 9,800 S.F. (NON-SLEEPING AREA) A. GLAZED OPENING WiTH IN 30 FEET OF GRADE SHALL MEET THE = REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 PER SECTION NURSING FACILITY (WITH DOH APPROVAL) INTENDS TO REDUCE THE NUMBER OF LICENSED BEDS COMPARTMENT # 2 (NON-SLEEPING AREAS) 1609.1.4.1 (NYSBC) JAMES, LASALA FROM 150 DOWN TO 120. II CONSULTING ENGINEERS EXCEPT FOR A FEW VERY MINOR EXCEPTIONS, THE EXISTING CONFIGURATION AND CAPACITY OF THEPER TABLE 100,3.2.2.2 FLOOR AREA/OCCUPANT IS I-2 (NON-SLEEPING AREAS) = 2405. ALL REPLACEMENT DOORS AND WINDOWS SHALL MEET THE ABOVE REQUIREMENTS. II II 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 MEANS OF EGRESS WILL NOT BE AFFECTED BY THE SUBJECT ALTERATION. NSF/OCCUPANT AND= 120 NSF/OCCUPANT (SLEEPING AREA) SUBJECT B'[J~LD]]~G' COIV]IVI[ERCIAL ('N~l'si~g Home) TEL, NO. (631) 592-2673 FA,)((631) 592-2673 7. THE EXISTING & PROPOSED OCCUPANCY OF THE BUILDING IS I-2 (INSTITUTIONAL). THERE ARE ONLY Applicability to substantial alterations of existing buildings (101.4.2.4) Jlc°NSULTANT TWO "OTHER" OCCUPANCY GROUPS WITHIN THE AREA BEING ALTERED: OCCUPANT LOAD = 9,800 = 40 PERSONS / 240 NSF/OCCUPANT The NYSEO shall only opply to that portion of o building subsystem being replaced, A. A-3 ASSEMBLY (DINING ROOM). provided that 50% or more of that subsystem is replaced within any consecutive 12 MIN. COMPARTMENT SIZE =40 PERSONS X 50 NSF/OCCUPANT =1,200 S.F. month period. B. F-2 KITCHEN. ACTUAL COMPARTMENT SIZE OF 9,800 S.F. > 1,200 S.F. MIN. REQUIRED A RENOVATED OFFICE SUITE NEAR THE MAIN LOBBY REPRESENTS LESS THAN 10% OF THE FIRE Subsystems Affected by this AlteroUon: COMPARTMENT AND AS SUCH IS CONSIDERED AN ACCESSORY OCCUPANCY WHICH DOES NOT REQUIRE 4. AREA OF REFUGE .(SLEEPING AREA) IICONSULTANT ' A FIRE BARRIER (502.2 NYSBO). A SMALL THERAPY SUITE NEAR THE MAIN DINING ROOM IS ALSO SMALLEST COMPARTMENT SIZE = 8,882 S.F. 1. Oeiling/Luminoires (more thon 50%) II CONSIDERED ACCESSORY FOR THE SAME REASON. OCCUPANT LOAD = 8,882 = 74 PERSONS 2. Roof System replocement down to sheothing over on unheoted ottic. Ceiling between ottic ond occupied spoces below ore insuloted. . 120 NSF/OOC. ,3. Interior of the perimeter woll/envelope is being stripped bock to the existing -- 8. GIVEN ITS NON-COMBUSTIBLE CONSTRUCTION CLASS, ONE STORY HEIGHT, AND SPRINKLER SYSTEM,MIN. COMPARTMENT SIZE =74 PERSONS X .30 NSF/OCCUPANT =2,220 S.F. mosonry (more thon 50%) R 9.42 THE PROJECT QUALIFIES FOR BOTH A HEIGHT AND FIRE AREA INCREASE TO THE PERMITTED TABULAR ACTUAL COMPARTMENT SIZE = 8,882 S.F. > 2,220 S.F. MIN. REQUIRED ) Totol LIMITS OF TABLE 50,3, PER SECTIONS 506.5 AND 504.2, NYSBC. Subsystem Not Affected by this Alterotion: ~ System #2 (Proposed Woll) DRAFT-STOPPING OF AT~IC SPACES \ 9. PER 407.5 CORRIDOR WALLS IN I-2 OCCUPANCIES REQUIRE NO FIRE RATING, BUT MUST LIMIT THE ?Outside Surfoce Film R 0.17 II ~ D.O.H./C.O.N. NO. 07~058-H TRANSFER OF SMOKE. SPACES (EXCEPT FOR RESIDENT SLEEPING ROOMS), MAY BE OF UNLIMITED 1. Slob on 9rede ot heoted crowl spoce. 2" Air SP4,o, ce R = 4.0II ~11 ~F~:~ PRO~. NO. AREA IN A FULLY SPRINKLERED BUILDING (407.2.1). PER SECTION 717..3.5 (EXCEPTION), DRAFT-STOPPING OF ATTIC SPACES IN FULLY 2. Floor System over crowl spoce. SPRINKLERED, NON-COMBUSTIBLE BUILDING IS NOT REQUIRED. \ Existing 4" Brick R = 2.4 ,, ~/' SCALE AS NOTED Climoctic Zone = 1lb (Figure 302.1)- Suffolk County/ ~' p/cs'EX'!stingter Concrete Block R= 2.12IITRll ]~,," ,:. CHECKEDDRAWN TNcXX i R = 0.05 UE DATE 10-08-08 OCCUPANcyCORRIDORGRouPsDOORS IN NON-RATED WALLS DO NOT NEED TO BE SELF-CLOSING (407.5.1). SMoKEATTIC SPACEBARRiERHASwALLs.VOLUNTARY DRAFT-STOPPING WALLS WHICH ARE COINCIDENT WITH Buildinq Envelope Complionce: 1" Air Spoce R = 0.6 LARGEST DRAFT-STOP COMPARTMENT IS 6,750 S.F. 5/9" Gyp. DB R = O.46IIII"RAW'N Ny I-2 (NURSING HOME) - PREDOMINANT OCCUPANCY Per 101.5.2, for commerciol buildings, complionce con be determined through the Inside Surfoce Film R = 0.68 STATE BUILDING F-2 KITCHEN (MODERATE HAZARD) EGRESS (TABLE 1004.1.2) use of computer software developed by the Deportment of Energy (DOE) Totol R = 10.5 A-3 ASSEMBLY Glozing = U:0.31 II COMPLIANCE ENERGY NOTE: OFFICES AND PHYSICAL THERAPY SUITES ARE EACH LESS THAN 10% OF THE OCCUPANT LOAD FACTOR - 1-2 SLEEPING AREAS = 120 SF/OCCUPANT~SOFTWARE USED: COMCHECK BY DOE I Shode Coefficient = .65 II CODE COMPLIANCE AREA BEING ALTERED AND AS SUCH ARE ACCESSORY TO THE ,-2 OCCUPANCY. NO I-2 NON-SLEEPING AREAS= 240 GSF/OCCUPANT> ~ }Givens: /' % Attic Ceiling Assembly (502.2.5.2) R-34.0<, _.-----_ ~A FIRE BARRIER REQUIRED. (502.2 NYSBC) SLEEPING AREAS= 17,860 S.F. = 149 PERSONS Gross Woll Arco R17 = 7,465 s.f. Bott Insulotion (9 ~" Thick) = R-`30 REQUIRED SEPARATION OF OCCUPANCIES (TABLE 302.3.2 120 GSF/OCCUPANT Net Window Arco 1,224 s.f. Attic Spoce (W/2"con. Plonk) = R-4.0 · NYSBC) Net Door Arco = 251 s.f. F-2 FROM I-2 = 2-HOUR FIRE RATING NON SLEEPING AREAS = 9,800 S.F. = 41 PERSONS ~, Net Woll Arco 6,259 s.f. U=.02~9 '/ ~/~.~,o~¢ A-3 FROM I-2 = 2-HOUR FIRE RATING 240 GSF/OCCUPANT LAttic Arco = 21,512 s.f. Floor -over = Conditioned Space - N/A / -~s~ o II CONSTRUCTION CLASS.(TABLE 601 NYSBC) TOTAL OCCUPANT LOAD = 190 PERSONS DPJ~WINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERMICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglio Architect, PLLC. DBA LEGEND: TcA *"C.,TECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL DE MADE WITHOUT THE WRll~EN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. W~_~ I//ll&llkl^TEr~ EXiT emu WALL THIS DOCUMEKIT IS INTENDED SOLELY FOR THE =,~LU.,,,,,~.L~ ~,,~,,, MOUNTED CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRllTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglia, Architect, PLLC. C~ =ILLUMINATED EXIT SIGN, CEILING MOUNTED (~)Copyrlght 2008 Thomes Campiglia Architect, PLLC. DBA. TEA ARCHITECTURE F~ =FIRE ALARM PULL STATION ~ ~ ~~ ~ ~ ~ ~I~NG I-2 ~CUP~CY (NU~ING H~E) :PROPOSED SPRINKLER HEAD. ~ =SMOKE DETECTOR, ~ =SUPPLY Ale DIFFUSER. ~ =RETURN OR EXHAUST REGISTER. ~ ~ ~/HOUR~RE W~ ,.~ ~ ~ ~ ~ ~ ...... ~--D -- ...... :DENOTES TWO HOU~ FIRE RATED PARTI~ON. ........DENOTES ONE HOUR FIRE RATED PARTITION .......... =SPOKE BARRIER. NOTES: 1. THE EXISTING BUILDING IS FULLY SPRINKLERED. 2. THE EXISTING BUILDING IS PROTECTED BY A FIRE A~RM 9-~o-o8 ISSUED FOR DO.H. REneW, PAR~AL SET AND SMOKE D~ECTION SYSTEB. 3. NO INCR~SE IN THE EXISTING OCCUPANT LOAD WILL RESULT FROM THIS ALTERATION. 4. NO EXISTING OR PROPOSED D~D END CORRIDORS. ~ ~ ~ ~ ~, HVAC DESIGN CONCEPT:L DESIGN LOAD ON CENTRAL CORE SYSTEM IS REDUCED, ALLOWIN~ IT TO 'm 'l ~ ~~~ ~ ~ . ~DIRE~ FEED NEWLY CREATED SPACES WITH SUFFICIENT CAPACITY TO ACHIE~ ~CE OF FLOOR ~?S, TUTES mm~ ~~~ ~ / ~0, ~EUBLY FIRE COMPARTME~ C = 23,877 ~I ~ ~~~ ~ [~* POSITIVE PRESSURE RELATIONSHIPS ~ERE REQUIRED ~ 2. NEW SUPPLEMENTARY UNIT TO SERVE CENTRAL "LIVING ROOM" ASSURES ~ % ~~ ~ -F-i~=;/_ I~ ~~~ ~ o L ~;~-- ~"~ ~ ~ ~ ? ~!--~ -- ~ - ADEQUATE CONDI3ONING WHILE SEPARA~NG "EGRESS" SYS~M FROM ~ , ~ ~..u_ ~ ~ ...... d ..... = ~1 , I ~ ~~~/~ ~ I,, 1[1~-~ L ~ ..~ ~ D..~?. I --~, rSYS%MS SERVING OmER SPACES. ~ ~ ~ ~ ~g ..,j % ~ / ./"' 3. NEW SYSTEB TO BE PROVIDED AT REAR BALCONIES BEING ENCLOSED AND .c' ~-- ~ __~:__=__ ~ ~ ::~ % , : ~,=~_~%__ ~ ~ __ _%:~__:,__~ ADJACENTLOUNGENEWSUPPLEMENTARYUNITTOPROVIDEMORE ~¢' ~m ~ -Al , ~L~,~, "*~ "~ ,,, ,~o~,~ ~,-' ~ " ,, i ,, ~ ~, -I~_,~() I ~1.,.' ~ ¢'"~ .-',,h~* ~. CONDITIONED AIR INTO DINING ROOM, OFFSE~NG HEAT GAIN FROM ~Lm''~"mr~,,i~ ~II--'v,' ~ ~ ~.~ lull- I ~. o ~ .~ ~ ~ ~ , ~ "OPEN" PANTRY, THIS SYS~M ALSO "FREES-UP" SOME EXISTING ~ ......... I .,,..~ ~ -.,' SYSTEM EXHAUST CAPACITY TO SERVE NEW PANTRY, '-,,= / PATH ~F TRAVEL=25 ~.-- ~ ,' -~ ": / ~ ~ ~ .- ...... ~1 .[,OU,g, ~ ,00. . i ~1'~%1 , IF , 51-o , [~ iL_~, [ 4. NEW DEDICATED EXHAUST WILL SERVE SOIL ROOMS ON EACH FLOOR. ,,... = ..- ,, ,, :¢. , % I ~ ' ' ' ' % ..... i F-q~' , P "~! ~ ' . ..... ~ .~ ---'¢'1- - ~ :,~-, , _ ...... ~ .... .~1 ., ,-. ,Id - ~'" ' ' " ' ~ ..... = - '" 3~ a ' ', ~ .';;;7'.,;, I "~ -- 'PATHOFTRAVEL:22 ' ' '~' : "/ ~,o~, . , .o,,,o, ~ ] , ;¢% ~11 U ~ ---~ ~ ~ ~[t ' ' - ¢ F ~ ~ / __ ~._.~ -- h '= ...... %: ......... __ t _ ~ __ :, . - - ~ .... ~ :,.~-~% - --' _ ~ --- ~-~mL~t~oo.-', ~, , , , _, _._ ., I -., - ~= I i ~ ........ <:-~ ~ % .......... ~ k~= ~' Lo.~ /~ ~~ · - / % ~/ ~ ~,~: %111 ....... ' ....... BE AOOESSO~ TO ~E NURS N~ HO~E 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR B.O.B. FILING NO. DATE REASON FOR ISSUE PROdEGT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INIE'I~IORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEIvlENT, INC, 2 PARK AVENUE, ME--NINE NEWYORK, NY 1D015 Te ' {212) 245-6300 ' F~: (212) 765-8511 http:/~,sterllngnyc,com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 126, ISLANDIA, NY 11749 TEL. NO. (631) S92-2673 FAX (631) 592-2673 CONSULTANI CONSULTANI D.O.H./C.O.N. HO. 071038-H  PRO& NO. 16209 SCALE AS N01ED TRU W l N G 'A' CHECKED TRC (NO WORK N.I 6.) DATE 1 D-08-08 AS SUCH CLASSIFIED UNDER OCCUPANCY i ] ~ GROUP I-2 (LESS THAN 10% OF TOTAL AREA) ]0 O~ DRAWING 51-BED DEHENTIA UNIT , SO-BED NURSING UNIT , NY STATE BUlLDING CODE FIRST FLO(~R ' .... ' < EGRESS PLAN , , ,,. :.:.,, ,: COMPLIANCE PLAN AEBA OF ~LOO~ H,ATE BEING AIBTBEBD = 2?,660 ~.F. - ,, 'PHASE 2 ,' ,. , f,,"," PHASE 1' U(,UOU) N~rA-------_----- 220 EAST WING'.. %,// ',WEST'WlNG ,, CONSTRUCTION REF. NORTH KEY PLAN SEAL SHEET NUMBER LIFE SAFETY CODE NOTES LIFE SAFELY COMPLIANCE EXISTING NURSING HOME IS GOVERNED BY CHAPTER 19 OF NFPA 101. EXISTING HEALTH CARE OCCUPANCIES B. CODES MADE APPLICABLE DY REFERENCES: ALL BUILDING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE APPUCABLE SECTIONS OF THE NEW YORK STATE BUILDING CODE AND THE FOLLOWING REFERENCE STANDARDS FOR HEALTH CARE FACILITIES. THESE SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING: A. NFPA 13 - B. NFPA 70 - C. NFRA 72 - D. NFPA 80 - E. NFRA 90A- G. NFPA 241- I. NFPA 101- STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. NATIONAL ELECTRIC CODE. STANDARD ON AUTOMATIC FIRE DETECTORS STANDARD FOR FIRE DOORS AND WINDOWS STANDARD FOR THE INSTALLATION OF HEATING, VENTILATION AND DEMOUTION OPERATIONS. STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS. LIFE SAFELY CODE WHERE CONFLICTS BETWEEN THE NEW YORK STATE BUILDING CODE AND ANY OF THESE REFERENCED STANDARDS, THE MORE RESTRICTIVE SHALL APPLY. THE SPECIFIC APPLICABLE EDITIONS OF THE ABOVE REFERENCED STANDARDS SHALL BE THOSE CURRENTLY RECOGNIZED BY THE NEW YORK STATE HEALTH DEPARTMENT AS BEING IN EFFECT THROUGH SUBSTANTIAL COMPLETION OF THIS_PROJECT. EXISTING FIRE PROTECTION SYSTEMS 1. BUILDING IS FULLY SPRINKLERED 2. BUILDING IS PROTECTED BY A FIRE ALARM & SMOKE DETECTION SYSTEM. EXISTING BUILDING CONSTRUCTION (NFPA 220-TABLE 3-1) FIREPROOF CONSTRUCTION l~/O STORIES 1YPE II (ooo) EXTERIOR WALLS 0 HOUR FIRE RATING COLUMNS 0 HOUR FIRE RATING FLOOR CONSTRUCTION 0 HOUR FIRE RATING ROOF CONSTRUCTION 0 HOUR FIRE RATING CLASSIFICATION OF HAZARD CONTENTS=ORDINARY HAZARD (19.1.5) (ALL SUCH CITATIONS REFERENCE NFPA 101) MINIMUM CONS~UCT]ON REOUIREMENTS (19.1.6.2~ COMPLIANCE: PER TABLE 19.1.6.2, NURSING HOMES BELOW 4 STORIES ARE PERMIT[ED TO BE OF TYPE 000 CONSTRUCT]ON. (WHEN FULLY SPRINKLERED). THE BUILDING IS CONSTRUCTED ENTIRELY OF NON-COMBUSTIBLE CONSTRUCTION. ALL OCCUPIED AREAS OF THE EXISTING BUILDING ARE FULLY SPRINKLERED AND THE BUILDING IS PROTECTED BY A FIRE ALARM AND SMOKE DETECTION SYSTEM. THESE SYSTEMS WILL BE RECONFIGURED TO SUIT NEW PA~ITION AND CEILING SYSTEMS THE OVERWHELMING NAJORRY OF THE AREAS BEING ALTERED SIT OVER UNOCCUPIED CRAWL SPACE. THEREFORE THERE IS NO "FLOOR SYSTEM" FIRE RATING REQUIREMENTS FOR MOST OF THE WORK ZONE. THE ENTIRE AREA BEING ALTERED IS ONE STORY (WITH A PARTIAL CELLAR). EXISTING ROOT CONSTRUCTION CONSISTS OF LONG-SPAN STEEL TRUSSES SUPPORTING GYPSUM PLANK. THE UNDERSIDE OF THESE TRUSSES (BO]TOM CHORD) IS PROTECTED BY A PLASTER CEILING (AS A SMOKE DIAPHRAM) WITH A COSMETIC ACOUSTIC TILE CEILING BELOW. THE PLASTER CEILING WILL REMAIN. THE EXISTING COSMETIC CEILING WILL BE REPLACED WITH NEW. THE EXISTING A]TIC IS COMPARTMENTALIZED BUY MASONRY FIRE WALLS ARE FIRE STOPPED AND SMOKE STOPPED. THE AT[lC IS AND WILL REMAIN AN UNOCCUPIED SPACE. PROTECTION OF HAZARDOUS AREAS (19.3.2.1) (FULLY SPRINKLERED BUILDING) HAZARDOUS AREAS SHALL BE CLASSIFIED AS: 1. BOILER/HEATER ROOMS 2. CENTRAL LAUNDRIES (LARGER THAN 100 3. PAINT SHOPS 4. REPAIR SHOPS 5. SOILED LINEN ROOMS 6. TRASH COLLECTION ROOMS 7. STORAGE ROOMS (LARGER THAN 50 S.F.) 8. LABORATORIES COMPLIANCE: PER 19.3.2.1, WHERE SUCH HAZARDOUS AREAS ARE SPRINKLERED, FIRE BARRIERS ARE NOT REQUIRED (EXITING BUILDING IS FULLY SPRINKLERED - NO FIRE BARRIERS REQUIRED). NOTE: 2 HOUR FIRE SEPARATION REQUIRED TO DEMISE KITCHEN AND ASSEMBLY OCCUPANCIES. (NEW YORK STATE BUILDING CODE GOVERNS) CONSTRUCTION OF CORRIDOR WALLS (FULLY SPRINKLERED BUILDING) PER 19.3.2.1 (EXCEPT]ON No.1): A CORRIDOR IS PERMITTED TO BE SEPARATED BY A NON-FIRE RATED (NON-~OMBUSTIBLE) PARTITIONS CONFIGURED TO LIMIT THE TRANSFER OF SMOKE. COMPLIANCE. CORRIDOR PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF A SOUD CEILING FORMING THE UNDERSIDE OF STEEL A1TIC TRUSSES. INTERIOR FINISHES: SHALL BE IN ACCORDANCE WITH (10.2.3) 1. PER SECTION 10.2.3.1 OF NFPA 101, MATERIALS USED FOR INTERIOR FINISHES AND TRIM SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 255 "TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS". INTERIOR FLOOR MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 "TEST METNOD FOR CRITICAL RADIANT FLUX of floor-covering systems using radion[ heat energy source". A. ALL INTERIOR FINISHES IN EXIT WAYS, PASSAGEWAYS, CORRIDORS, STORAGE ROOMS & ROOMS OF UNUSUAL HAZARD SHALL HAVE THE FOLLOWING CHARACTERISTICS WHEN TESTED 1) 2) PER NFRA 255 WALLS & CEILING: CLASS "A" (ASTM E-84) FLAME SPREAD: 0 TO 25 SMOKE DEVELOPED RATING 0 TO 450 FLOOR COVERINGS: CRITICAL RADIANT FLUX: CLASS 9" (ABTM E-684) MINIMUM OF 0.45 WATTS/CM2 ALL OTHER AREAS NOT REQUIRED TO HAVE A CLASS "A" FINISH SHALL HAVE A CLASS "B" FINISH WITH THE FOLLOWING CHARACTERISTICS. FLAME SPREAD: 26 TO 75 2) SMOKE DEVELOPED RATING: 0 TO 450 SMOKE COMPARTMENTATION NYSBC REQUIREMENTS AND DON/NFPA CODE REQUIREMENTS ARE THE SAME REGARDING SMOKE COMPARTMENTATION. PER 407.4 SMOKE BARRIERS SHALL BE PROVIDED TO SUBDIVIDE EACH STORY INTO AT LEAST 2 SMOKE COMPARTMENTS MEETING THE FOLLOWING REQUIREMENTS: 1. COMPARTMENT AREA SHALL NOT EXCEED 22,500 S.F. 2. MAX. TRAVEL BARRIER DOORS SHALL NOT EXCEED 200 FEET. 3. THAT A REFUGE AREA OF AT LEAST N.S.F./OCCUPANT BE PROVIDED ON EACH SIDE OF THE SMOKE BARRIER. SAID AREA MAY BE THE AGGREGATE OF CORRIDORS PATIENT ROOMS, TREATMENT ROOMS, LOUNGES, DINING ROOMS AND OTHER HAZARD AREAS. C(~MPL!ANCE: 1,' THE AREA BEING ALTERED IS 27,660 S.F. AND US SUBDIVIDED INTO 3 SMOKE COMPARTMENTS AS FOLLOWS: SMOKE COMPARTMENT #1=8,978 SMOKE COMPARTMENT #2=9,800 SMOKE COMPARTMENT ~3=8,882 MAXIMUM TRAVEL DISTANCE WITHIN A COMPARTMENT = 175 FEET < 200 FEET (REQUIRED) AREA OF REFUGE: (NON-SLEEPING AREA) SMOKE COMPARTMENT -9,800 S.F. (NON-SLEEPING AREA) COMPARTMENT #2 (NON-SLEEPING AREA) PER TABLE 1003.2.2.2 FLOOR AREA/OCCUPAMT IN I-2 (NON-SLEEPING AREAS) =240 N.S.F./OCCUPANT AND =120 NSF/OCCUPANT (SLEEPING AREAS) OCCUPANT LOAD = 9,800 = 40 PERSONS 240 n.s.f./occ MINIMUM COMPARTMENTS SIZE=40 PERSONS X 30 n.s.f./occ =1,200 S.F. ACTUAL COMPARTMENT SIZE OF 9,800 S.F.M,200 S.F. MINIMUM REQUIRED AREAS 0 REFUGE: (SLEEPING AREA) SMALLEST COMPARTMENT SIZE= 8,882 S.F. OCCUPANT LOAD= 8.882 = 74 PERSONS 120 n.s.f/o.c.c. MIN. COMPARTMENT SIZE = 74 PERSONS X 30 N.S.F./OCC. = 2,220 S.F. ACTUAL COMPARTMENT SIZE = 8,882 S.F. >2,220 S.F. MINIMUM REQUIRED DRAETSTOPPING OF AT[lC SPACES PER SECTION 716,4, DRAFTSTOPPING OF A~rlC SPACES IN A FULLY SPRINKLERED NON-COMBUSTIBLE BUILDING IS NOT REQUIRED All'lC SPACE HAS VOLUNTARY DRAETSTOPPING WALLS WHICH ARE COINCIDENT WITH SMOKE BARRIER WALLS LARGEST DRAFTSTOP COMPARTMENT IS 6,750 S.F, EGRESS: PER 19.2.6.2.2 (EXCEPTION): THE MAXIMUM PERMI1TED TRAVEL DISTANCE IN A SPRINKLERED BUILDING=200 FEET MAXIMUM PROPOSED TRAVEL DISTANCE = 108 FEET NO PROPOSED DEAD END CORRIDORS. EXIT CAPACITY (FULLY SPRINKLERED BUILDING) OCCUPANT LOAD (TABLE 7.3.1.2) 17PICAL FLOOR INPATIENT SLEEPING AREA= 120 s.f./person 17.860 S.F. 149 PERSONS 120 s.f/person NON-SLEEPING AREAS = 240 s.f./persoo 9,860 S.F. 41 PERSONS 240 s.f/person TOTAL OCCUPANT LOAD=149+41=190 PERSONS PER 19.2.3.2 THE CAPACITY HORIZONTAL EGRESS ELEMENTS SHALL BY 0.2 iQ/person (SPRINKLERED EXCEPTION) 190 PERSONS x 0.2"/PERSON=38" PROPOSED CAPACI1Y: 15 DOORS @ 36" EACH = 540">38" (REQUIRED) MINIMUM CORRIDOR WIDTH=g6">38" (REQUIRED) REMOTENESS OF EXITS PER 7.5.1.4, THE DISTANCE BE]WEEN EXITS SHALL NOT BE LESS THAN 1/2 LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE AREA SERVED DIAGONAL DISTANCE: 241 FEET MINIMUM REMOTE DISTANCE= 241 =121 FEET 2 MINIMUM PROPOSED DISTANCE DETWEEN EXITS = 140 FEET > 121 Min. (REQUIRED) DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REI~tNN, THE PROPERTY OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WFFHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SFL~LL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI]¥EN CONSENT OF TCA ARCHITECTURE, Thomas Cornpiglia, Architect, PLLC. (~)Copyright 2008 Thomas Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D.O.N. REVIEW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-06 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INqFI_RIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEVV YORK, NY 10016 Tel: (212) 245-6300~ Fax (212) 765~8511 ht~p://www.sterhngnyc corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DtA, NY 11749 TEL NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NORTH D.O.H./C.O.N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRA~NG NY STATE HOSPITAL COMPLIANCE NOTES SEAL ANt -05 GENERAL PHASING NOTES 1, ALL NOTES WITH AN ALPHABETICAL PREFIX ARE LOCATED ON DRAWING AN-1 2. THE GENERAL PHASING OUTLINE TO FOLLOW IS AN APPROXIMATE FRAMEWORK FOR EXECUTING THE SUBJECT PROJECT, BASED ON THIS FRAMEWORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING WITHIN 3 WEEKS AFTER EXECUTION OF CONTRACT. A. A WRI~rEN PHASING OUTLINE IDENTIFYING THE MAJOR PROJECT PHASES AND THE DURATION OF EACH B. A SINGLE LINE BAR CHART PROJECT SCHEDULE SHOWING THE OVERLAPS BETWEEN PHASES AND THE OVERALL PROJECT TIMELINE (IN TOTAL NUMBER OF MONTHS FROM START TO SUBSTANTIAL COMPLETION) 3. IT IS INTENDED THAT THE WORK AREA FOR EACH PHASE WILL BE VACANT FOR THE DURATION OF DEMOLITION AND CONSTRUCTION OPERATIONS FOB EACH PHASE. HOWEVER IT IS RECOGNIZED THAT NEW WORK MAY CROSS "PHASING BOUNDARIES" ( SEE NOTE D3). WHERE WORK MUST BE DONE IN RESIDENT AREAS, IT MUST BE SCHEDULLED SIGNIFICANTLY IN ADVANCE SO THAT THE OWNER MAY VACATE THE SUBJECT AREA FOR THE DURATION OF A WORK DAY. RESIDENTS WILL RETURN TO THAT AREA AT THE END OF THAT WORK DAY. SEE NOTE #B SITE PHASING NOTES 4,. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION OF ALL SCAFFOLDING, FENCING, BARRICADES, SIDEWALK BRIDGES AND SIMILAR PROTECTIVE CONSTRUCTION AS REQUIRED TO EXECUTE THIS WORK. BASE BID SHALL INCLUDE ALL RELATED PROFESSIONAL FILINGS & PERMIT FEES. ACCESS FOR WORKMEN & MATERIALS SHALL ONLY BE THROUGH DESIGNATED SERVICE ENTRIES, ACCESS THROUGH THE FACILITIES MAIN AND/OR TEMPORARY MAIN ENTRY SHALL BE PROHIBITED. ALL MEANS OF EGRESS SHALL BE KEPT CLEAR AND UNOBSTRUCTED FOR THE DURATION OF DEMOLITON AND CONSTRUCTION OPERATIONS. ALL DRIVEWAYS & WALKWAYS SHALL BE KEPT CLEAR TO ALLOW CONTINUED ACCESS BY EMERGENCY & SERVICE VEHICLES ANP PERSONNEL, BASE BID SHALL INCLUDE THE COST OF ANY CRANE, FENCE, SIDEWALK CLOSING, CONTAINER AND SIMILAR FILINGS & PERMITS. ALL MEANS OF EGRESS SHALL BE KEPT CLEAR AND UNOBSTRUCTED FOR THE DURATION OP' DEMOLITION AND CONSTRUCTION OPERATIONS. RESIDENT FLOOR PHASING NOTES 9. THE CONTRACTOR SHALL ERECT FULL HEIGHT DR~NALL TEMPORARY PARTITIONS TO THE UNDERSIDE OF THE EXISTING PLASTER CEILINGS AS REQUIRED TO SEGREGATE WORK AREAS AND PHASES. 10. THE CONTRACTOR SHALL EMPLOY THE USE OF TEMPORARY AIR HANDLERS (WITH HEPA FILTRATION) AS REQUIRED TO MAINTAIN PROPER AIR QUALITY IN THOSE NON-WORK AREAS ABUTTING A GIVEN WORK AREA. A. TEMPORARY AIR HANDLERS SHALL MAINTAIN THE WORK AREAS IN A NEGATIVE PRESSURE RELATIONSHIP RELATIVE TO ADJACENT "NON-WORK" AREAS. 1 1. ALL WORK WITHIN AND ABOVE RESIDENT OCCUPIED AREAS SHALL BE EXECUTED IN SUCH A MANNER SO THAT RESIDENTS CAN RETURN (TO THEIR ROOMS EACH AFTERNOON) TO A SAFE, AND WEATHERTIGHT ENVIRONMENT 12. WITHIN OCCUPIED RESIDENT AREAS INSTALL ONLY THE TOTAL NUMBER OF FAN COIL UNITS IN A GIVEN WORK DAY THAT CAN BE COMPLETELY INSTALLED TO A OPERATIONAL & WEATHERTIGHT CONDITION IN A GIVEN DAY. TEMPORARY PROTECTION SHALL NOT BE PERMITED. 13. WHERE WORK MUST BE DONE IN OCCUPIED RESIDENT AREAS THE OWNER WILL TEMPORARILY RELOCATE RESIDENTS FROM WORK AREAS ON DAILY BASIS AS FOLLOWS: A. ON A GIVEN WING: 3 TO 5 ROOMS OR 6 TO 9 RESIDENTS DAILY 14. ALL WORK WITHIN ATTIC SPACES MUST BE DONE WITH ALL AREAS DIRECTLY BELOW COMPLETELY VACANT. - FRONT BUILDING ESTIMATED PROJECT DURATION 1. RESIDENT WING - 3.5 MONTHS* 2. CENTRAL CORE/LOBBY - 3.5 MONTHS 3, RESIDENT AND DINING ROOM/THERAPY AREAS 4 MONTHS 11 MONTHS 31-BED O I J DEMENTIA UNIT 30-BED NURSING UNIT FIRST FLOOR PHASING PLAN - PROPOSED CONDITIONS KEY NOTES: O EXISTING WALL TO REMAIN DURING CONSTRUCTION TEMPORARY DIVIDING WALL DURING CONSTRUCTION. CONTRACTOR TO MAINTAIN THIS WALL IN GOOD (DUST PROOF) CONDITION DURING CONSTRUCTION. TEMPORARY ENTRANCE DURING PHASE 2 OF CONSTRUCTION. REMOVE WALL AND CONSTRUCT VESTIBULE AT THE COMPLETION OF PHASE 2 WORK. PATCH AND REPAIR FLOOR AND CEILING TO MATCH NEW FLOOR AND CEILING. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Camplglla Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROdECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WR¢FFEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglla, Architect, PLLC. ~) Copyright 2008 Thomas Campigha Architect, PLLC, DBA~ TCA ARCHITECTURE 9-10-08 fSSUED FOR D.O.H REV1EW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR iSSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITPCTURE, INTERIORS, PROJECT MANAGEMENT THQMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 Teh (212) 245-6300, Fax' {212) 765-8511 hRp.//vwvw.st erlingnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592~2673 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NORTH D.O.H,/C,O,N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRAWING PHASING PLAN SEAL IIAN-06 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERLY' OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos CompigEo, Architect. PLLC. (~CopyNght 200B Thomos Compigllo Architect, PLLC. DBA. TCA ARCHITECTURE WALL NOTES, ADMINISTRATIVE NOTES 2. RESPONSIBILITIES OF FIRE ALARM VENDOR RETAINED BY OWNER. K2. WITHIN CONTRACT AREA, PAINT EXISTING SOFFITS AND CEILINGS WHICH ARE TO REMAIN GENERAL NOTES - INTERIOR DEMOLITION Al. PATCH AND REPAIR EXISTING WALL AND FLOOR FINISHES TO PROVIDE A PROPER DI. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL MEET WITH THE OWNER'S o. OBTAIN PERMITS (INCLUDING FLUNG FEES) BASED ON ENGINEERS WITH COAT(S) OF SPECIFIED PAINT. SURFACE PREPARATION AND THE NUMBER OF SUBSTRATS FOR THE INSTALLATION OF NEW FINISHES SURFACE PREPARATION SHALL REPRESENTATIVE TO DETERMINE THE PROCEDURES FOR REMOVING WALL OR CEILING APPROVED PLANS. COATS SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER FOR THE M1 ALL INTERIOR DEMOLITION WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS SUBSTRATE CONDITIONS. BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MOUNTED MIRRORS, MESSAGE BOARDS, ARTWORK, LOCKERS, FURNISHINGS AND b. PURCHASE AND INSTALL ALL NEW DEVICES, REMOVE AND RELOCATE OF THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE AND ITS NEW FINISH MATERIALS TO ASSURE COMPATIBlUTY OF NEW FINISHES WITH EXISTING EQUIPMENT, ETC... FROM THE CORRIDORS AND OTHER AREAS OF WORK. IF SO EXISTING DEVICES WHERE SHOWN ON THE DRAWINGS ALLOWING KS. USE MANUFACTURERS STANDARD VINYL REDUCER STRIPS TO TERMINATE NEW FLOORING REFERENCE STANDARD RS 1-2, SAFEGUARDING CONSTRUCTION ALTERATION AND SUBSTRATE MATERIALS.(SEE BID ALTERRATNES) DIRECTED, THE CONTRACTOR SHALL CAREFULLY REMOVE SUCH ITEMS AND STORE SUFFICIENT SLACK FOR THE TIE-IN. MATERIALS AT ABUTTING INTERSECTIONS WITH DISSIMILAR FLOORING OCCURS. DEMOLITION OPERATIONS. NFPA No. 241-1993. THESE IN A MANNER AND IN SUCH A LOCATION (ON-SITE) DESIGNATED BY THE WIRE ALL DEVICES AND RUN WIRING TO THE VICINI~( OF THE K4. ALL EXISTING WALL & CEILING ACCESS DOORS/PANEES AND EXISTING ELECTRIC PANEL M2 PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL VISIT THE SITE, VERIFY ALL AS. WHERE EXISTING WALL SURFACES WILL SERVE AS THE SUBSTRATE FOR THE OWNER'B REPRESENTATIVE. AFTER COMPLETION OF NEW WORK, THE CONTRACTOR c. FIRE ALARM PANEL WITH SUFFICIENT SLACK EOR THE TIE-IN. DOORS & CABINET FRAMES SHALL BE FIELD PAINTED. APPECATION OF NEW VINYL WALL COVERING, SIZE (PREPARE) EXISTING WALL SHALL REINSTALL SUCH ITEMS WHERE DIRECTED BY OWNER. SURFACES USING MATERIALS AND METHODS AS RECOMMENDED BY WALL COVERING d. LICENSED AND INSURED FIRE ALARM ELECTRICAL CONTRACTOR SHALL CONDITIONS, AND EXAMINE ALL DRAWINGS AND SURVEYS AFFECTING THE WORK OF MANUFACTURER PRIOR TO INSTALLATION OF NEW WALL COVERING. D2. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE REGARDING COORDINATE ALL WORK WITH OTHER TRADES. ALL FIRE K5. WHERE EXISTING WOOD HANDRAILS ARe SPECIFICALLY NOTED TO REMAIN AND BE THIS SECTION. AFTER VERIFICATION, THE CONTRACTOR SHALL REPORT ALL THE REMOVAL AND RELOCATION OF EXISTING TELEPHONE, SECURITY AND DATA SMOKE/DAMPERS SHALL BE PROVIDED AND INSTALLED BY THE REFINISHED, PROCEED AS FOLLOWS: CONDITIONS WHICH MAY INTERFERE WITH OR WILL PREVENT PROPER EXECUTION AS. WI~IN THE CONTRACT AREA, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE DEVICES/EQUIPMENT AFFECTED OR DISTURBED BY THE WORK OR INDICATED TO BE MECHANICAL CONTRACTOR. OF THE WORK. FIRE AND SMOKE RATINGS OF ALL EXISTING PARTITIONS (WHICH WILL REMAIN) REMOVED OR RELOCATED. 1. SAND TO COMPLETELY REMOVE EXISTING FINISH. REQUIRING A FIRE RATING AND/OR A SMOKE RATING. CONTRACTOR SHALL VERIFY IF e. FIRE ALARM SYSTEM BHALL BE INSPECTED BY THE LOCAL FIRE 2. STAIN WITH SPECIFIED STAIN. M5 THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AS EXISTING PARTITION EXTENDS TO UNDERSIDE OF DECKING ABOVE. IF NOT, EXTEND DB. DEFINITION OF CONTRACT ARF~,, DEPARTMENT AND FIRE ALARM CONTRACTOR. THE FIRE ALARM SYSTEM 5. APPLY 2 COATS OF CLEAR POLYURETHANE. REQUIRED BY LOCAL LAWS AND REGULATIONS. METAL STUDS AND APPLY LAYER(S) OF GYPSUM BOARD (EACH SIDE) TIONT TO SHALL BE IN ACCORDANCE WITH NFPA AND LOCAL CODES HAVING M4 ALL PROCEDURES AND SCHEDULES FOR DEMOLITION AND REMOVAL OF DEBRIS JURISDICTION. K5. WHERE SPECIFICALLY NOTED THAT EXISTIND VINYL COVERED WALL SURFACES WILL MUST BE REVIEWED WITH THE OWNER PRIOR TO COMMENCEMENT TO ASSURE UNDERSIDE OF DECKING ABOVE TO ACHIEVE THE REQUIRED FIRE AND/ORRATING. 1. THE DRAWINGS GENERALLY IDENTIFY THE 'CONTRACT AREA" 9Y HATCHING THOSE SERVE AS THE SUBSTRATE FOR THE APPUCATION OF NEW VINYL WALL COVERING. FIRESTOP IN ACCORDANCE WITH FIRESTOPPINO NOTES ON DRAWING GN-I. ROOMS/SPACES WHERE NO SPECIFIC WORX IS DEFINED. THEREFORE. THOSE f. FINAL TIE--IN OF ALL DEVICES TO MAIN PANEL. LANCE EXISTING SURFACE BUBBLES AND PASTE ANY UNPASTED SEAMS. REPAIR ANY MINIMUM INTERRUPTION OF ONGOING FUNCTIONS. A4. WHERE NEW OPENINGS ARE TO BE CUT IN EXISTING PARTITIONS THE CONTRACTOR AREAS NOT HATCHED ARE WITHIN TH'E CONTRACT ARea. g. SYSTEM PROGRAMMINS. OTHER SURFACE FLAWS BY STRIPPING SACK A SMALL SECTION OF EXISTING WALL SHALL EXERCISE CAUTION SO AS NOT TO SEVER ANY CONCEALED PIPING OR WIRING. h. SYSTEM TESTING. COVERING AROUND THE FLAW AND FILLING THE SECTION WITH PATCHING pLASTER, M5 DEMOLITION WORK SHALL BE CARRIED ON IN A MANNER THAT WILL INSURE RELOCATE ANY & ALL PIPING OR WIRING WHICH WILL INTERFERE WITH THE 2. THE DESIGNATION OF THE CONTSACT AREA IS FOR THE CONVENIENCE OF THE L PREPARING AND FILING NECESSARY FORMS WITH THE LOCAL FIre ALLOWING THE PATCH TO DRY THOROUGHLY. BEFORE APPLYING WALL COVERING, PAINT AGAINST INJURY OR DAMAGE WHICH M~OHT OCCUR FROM FALLING DEBRIS OR CONSTRUCTION OF THE NEW OPENING. BIDDER ONLY AND DOES NOT IMPLY THAT ANY WORK EXECUTED OUTSIDE THE DEPARTMENT TO SCHEDULE THE NECESSARY INSPECTION(S) AND EXISTING VINYL SURFACES WITH A VINYL TO VINYL PRIMER OF A ~¥PE RECOMMENDED OTHER CAUSES. THE CONTRACTOR SHALL ALSO TAKE EVERY PRECAUTION TO BY WALL COVERING MANUFACTURER. AS. WHERE OPENINGS IN EXISTING DRYWALL PARTITIONS ARE TO BE CLOSED. REMOVE "CONTRACT AREA" (THE AREA CROSS HATCHED ON THE FLOOR AND CEILING OBTAIN APPROVAL AND SION-OFF. GUARD AGAINST MOVEMENT, SETTLEMENT OR COLLAPSE OF MATERIALS AND EXISTING DOORS, LOUVERS, FRAMES AND HARDWARE. TRIM OPENINOS AS REQUIRED PLANS) IS "ADDITIONAL WORK". OVER AND ABOVE THE LUMP SUM NEOOTIATED CONSTRUCTION AS A RESULT OF DEMOUTION OR REMOVAL AND SHALL BE LIABLE FOR A TIGHT. NEAT JOINT OF NEW GYPSUM BOARD PANELS WITH ADJACENT PANELS. CONTRACT PRICE. HVAC NOTES 1. NOTE: BASE BID ASSUMES COMPLETE REMOVAL OF ALL EXISTING WALLCOVERING FOR THE PROMPT REPAIRS OF SAME. MAINTAININSTALL LAYER(S)ExiSTiNO OFFiREGYPSUMSATiNo.BOARD ON EACH SIDE OF DRYWALL PARTITIONS TO S. SUBMISSION OF A BID SHALL BE EVIDENCE THAT THE CONTRACTOR Fl. CLEAN ALL EXISTING HVAC DIFFUSERS. AND DUCTS MINIMUM OF 48" FROM GRill, KS. SCRAPE AND PAINT ALL EXISTING RADIATOR AND INCREMENTAL UNIT COVERS WITHING RECOGNIZES THAT BUILDING SYSTEMS (PIPES, DUCTS. CONDUITS, ETC.) AND (WITHIN THE CONTRACT AREA) WHICH ARE TO REMAIN. THE CONTRACT AREA. M6 THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT EXISTING EXITS, AG. WHERE PARTITIONS AND FURRING ARE INDICATED TO STOP AT THE UNDERSIDE OF CONSTRUCTION ASSEMBLIES (FIRE SATED ENCLOSURES, STRUCTURAL F2. WHERE DRAWINOS DO NOT SHOW EXISTING SUPPLY, RETURN AND EXHAUST REGISTERS UTILITY ROUGHING DEMOLITION & REMOVAL WORN DRIVEWAYS AND FIRE LANES. DEMOLITION AND REMOVAL OPERATIONS SHALL BE THE CEILING, THE CONTRACTOR SHALL EXTEND A SUFFICIENT NUMBER OF MSTAL SYSTEMS/COMPONENTS, ETC.) WILL STSADDLE AND QUITE OFTEN EXTEND TO BE RE-USED, THEY SHALL BE REMOVED. REGISTER COLLARS AND TEES SHALL BE CONDUCTED SO AS TO INTERFERE AS LITTLE AS POSSIBLE WITH ACCESS TO THE 5-[lIDS TO THE UNDERSIDE OF THE DECK ABOVE AS REQUIRED TO LATERALLY BRACE BEYOND THE "CONTRACT EMIT" LINE. ADDITIONALLY. WHERE WORK ON A REMOVED BACK TO THE NEAREST DUCT BRANCH. CAP RESULTING OPENING IN THE FACILI'Ff BY SERVICE AND EMERGENCY VEHICLES. NO MATERIAL WHATSOEVER THESE PAE'TITIONS. FIRESTOP CEILING PENETRATIONS AS NOTED ON DRAWING GN-I. BUILDING SYSTEM (OR ANY COMPONENT THEREOF), THAT IS REQUIRED FOR BRANCH DUCT. AIRTIGHT, USING SHEET METAL OF EQUIVALENT GAUGE TO THAT OF A. EXCEPT AS OTHERWISE NOTED, THE BASE BID SHALL ASSUME THAT ALL SHALL BE PLACED IN FIRE LANES, EXITS, DRIVEWAYS OR IN PUBLIC ROADWAYS OR AT. PROVIDE AND INSTALL NEW FIRE DAMPERS WHERE EXISTING DUCTS PENETRATE NEW THE CONFIGURATION, CONTROL AND OPERATION OF SUCH SYSTEM OCCURS THE BRANCH DUCT. UTILITY ROUGHING SERVING ALL SYSTEMS, EQUIPMENT AND APPLIANCES IN RIGHT OF WAYS. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT HIS THE CONTRACT AREA SHALL BE COMPLETELY REMOVED. BASE BID SHALL OWN EXPENSE ALL LIGHTS. BARRIERS ETC. THAT MAy BE REQUIRED BY LOCAL ONE HOUR FIRE RATED PARTITIONS. PROVIDE AND INSTALL NEW MOTORIZED OUTSIDE THE "CONTRACT LIMITS" THE CONTRACTOR SHALL PERFORM ALL SUCH FS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL 'RECOVERY" AND ORDINANCES OR TRAFFIC REGULATIONS. FIRE/SMOKE DAMPERS WHERE EXISTING DUC~NORK PENETRATES NEW 2 HOUR SATED WORK AT NO ADDITIONAL COST TO THE OWNER. RESTORATION AND INCLUDE SUCH REMOVALS. WHEREVER THEY OCCUR WITHIN THE BUILDING. PARTITIONS AND/OR SATED SMOKE PARTITIONS. MAINTENANCE OF CONSTRUCTION ASSEMBLIES, SUBSTSATES AND FINISHES DISPOSAL OF ANY AND ALL REFRIGERANT FROM COMPRESSORS/REFRIGERATION SHALL BE DONE BY TEE CONTRACTOR AT NO ADDITIONAL COST TO THE EQUIPMENT TO BE REMOVED AND/OR RELOCATED. t. PLUMBING. EXCEPT AS OTHERWISE NOTED. CUT AND CAP ALL GAS, WASTE, AS. WHERE EXISTING DOOR OPENINGS ARe CONVERTED TO DROPPED ARCHES: BRACE OWNER IN ACCORDANCE WITH NOTE Ml1. THIS INCLUDES ANY AND ALL STEAM, WATER AND VENT PIPINO TO BE ABANDONED AT THE UNDERSIDE M7 PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL ASCERTAIN EXISTING CEILING ON BOTH SIDES AND REMOVE EXISTING DOOR AND FRAME. FLOOR/ROOF PENETRATIONS THROUGH CONSTRUCTION ON FLOORS ABOVE OF THE FLOOR LEVEL BEING SEALED. THE LOCATION OF ALL CONCEALED PIPING, CONDUIT, RACEWAYS CONSTRUCT NEW DROPPED ARCH BEGINNING AT 6"BELOW PLANE OF EXISTING AND/OR BELOW. ELECTRICAL NOTES- ETC. AND SHALL TAKE PROPER PRECAUTIONS TO PROTECT THOSE UTILITIES WHICH MAY BE DAMAGED AS A RESULT OF DEMOLITION CEIUNG. INSTALL NEW METAL STUD DIAGONAL CROSS BRACING TO THE STEEL DECK 2. R · REMOVE ALl DEVICES. REMOVE ALL FEEDERS OPERATIONS. ABOVE AT 48" O.C. Gl. COORDINATE WITH ELECTRICAL DRAWINGS FOR NEW OUTLET AND SWITCH LOCATIONS. AND CONDUIT BACK TO THE ORIGINAL SOURCE. WHERE EXISTING OUTLETS AND SWITCHES ARE NO LONGER REQUIRED AT PARTITIONS AD. WHERE EXISTING TOILETS, SHOWERS, TUB ROOMS ~ FOOD SERVICE AREAS ARE BEING El. COORDINATION WITH WORK DONE UNDER SEPARATE CONTRACTS TO REMAIH, REMOVE PLATES AND WALL BOXES AND CLOSE RESULTING OPENINGS B. WHERE SYSTEMS AND EQUIPMENT SERVING SPACES OUTSIDE THE CONTRACT MS ALL REMOVALS SHALL BE PERFORMED IN KEEPING WITH THE BEST DEMOLISHED, AND ALL OR PART OF THE SURROUNDING PARTITIONS ARE TO REMAIN. THE'GENERAL CONTRACTOR SHALL BE AWARE THAT THE OWNER MAY RETAIN WITH CONSTRUCTION TO MATCH EXISTINO ADJACENT SUBSTSATE. AREA (SEE NOTE D-S) ARE LOCATED WITRIN THE CONTRACT AREA, THE SAFETY PRACTICES GOVE.RNING SAME AND IN ACCORDANCE WITH 9--10--0B ISSUED F-OR D.O.H. REVIEW, PARTIAL SET CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS SO AS NOT TO APPLICABLE LOCAL. CITY, STATE AND/OR FEDERAL LAWS. B-2B-OB ISSUED FOR BID REMOVE CERAMIC WALL TILE AND SUPPORTING WALL BOARD TO EXPOSE PARTITION THE SERVICES OF OTHER INSTALLERS, CONTRACTORS AND VENDORS WHO WILL D2. WHERE ELECTRICAL EQUIPMENT, LIGHT FIXTURES, OUTLETS, SWITCHES, ETC. ARE TO DAMAGE OR DISABLE THESE EXISTINS SYSTEMS AND EQUIPMENT, WHICH M9 THE CONTRACTOR BHALL TAKE NECESSARY PRECAUTIONS TO FRAMING. BASE BID BHALL ASSUME 50~ REPLACEMENT OF EXISTING WALL,BOARD BE ~ETAINED UNDER SEPARATE CONTACTS TO FABRICATE & INSTALL WORK BE REMOVED OR RELOCATED (SEE UTILITY ROUGHING DEMOLITION AND. REMOVAL ARE TO REMAIN. THE CONTRACTOR BRALL BE RESPONSIBLE FOR THE METAL STUDS/TRACKB. SUBMIT UNIT PRICES FOR REPLACEMENT OF PARTITION WHICH WILL BE RELATED TO AND IN SOME CASES WILL BE DEPENDENT ON THE WORK NOTES FOR FURTHER REQUIREMENTS): PREVENT DUST AND DIR~ FROM RISING DURING DEMOLITION AND 8-2S-OB ISSUED FOR D.O.H. SUBMISSION FRAMING IN EXCESS OF SO~.. PROPER SEQUENCING AND INSTALLATION OF WORK TO BE DONE UNDER THIS REPAIR AND/OR REPLACEMENT OF ANY SYSTEMS OR EQUIPMENT (NOT REMOVAL OPERATIONS. EXCESSIVE USE OF WATER WILL NOT BE AlO. WHERE NEW WALL HUNG CABINETRY, GRAB BARS, WALL GUARDS AND OTHER SUCH CONTRACT. ITEMS OF WORK THAT THE OWNER MAY CONTRACT SEPARATELY 1, DISCONNECT AND RELOCATE ELECTRIC MATERIALS AND EQUIPMENT WHICH REQUIRED TO BE REMOVED.) DAMAGED DUE TO DEMOLITION AND PERMITTED. B--12--09 ISSUED FOR D.O.B. FILING WALL MOUNTED ITEMS ARe TO BE INSTALLED, THE CONTRACTOR IS RESPONSIBLE FOR INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: ARE TO REMAIN WHERE NEW INSTALLATIONS AND CONSTRUCTION WILL CONSTRUCTION OPERATIONS. (SEE SUBPARAGRAPH D) TNE INSTALLATION OF SUPPORTING 'GROUNDS" IN THE WALL CAVITY. A` ~ (INCLUDED IN BASE BID BUT SUBJECT TO OPTIONAL OBSTRUCT OR IMPEDE THEIR PROPER FUNCTIONING. MAINTAIN CONTINUITY MIO NO BURNING OF MATERIALS ON THE PREMISES WILL BE PERMITTED. NO. DATE REASON FOR ISSUE LUMP SUM DEDUCT ALTERNATE) OF ELECTRICAL CIRCUITS TO REMAIN. C. 4B HOUR WRITi'EN NOTICE MUST BE GIVEN TO THE OWNER BY THE Mll THE CONTRACTOR IS REBPONSIBLE FOR ALL PATCHING, FILLING, CONTRACTOR PRIOR TO ANY UTILITY SYSTEM SHUTDOWNS. PROJECT Al1. WHERE EXISTING PARTITIONS ARE TO BB PARTIALLY REMOVED AT LOCATIONS WHERE 1. PAINTING 2. CUT AND CAP FLUBH TO SURROUNDING SURFACES, ALL RACEWAYS TO AND REPLACING ALL SURFACES DISTURBED. CUT, DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BY ALTERATIONS OR HANDRAILS AND WALLOUARDS EXIST. AND SUCH HANDRAILS AND WALLGUARDS ARE 2. WALL COVERINGS BE ABANDONED AND DISCONNECT WIRING AT LOAD (EQUIPMENT) AND D. THE CONTRACTOR SHALL REMOVE. RELOCATE, REPLACE, ADJUST, ADAPT REMOVAL WORK, AND REPAIRING, REPLACING, CLEANING, AND RENOVATIONS TO: NOT BEING REPLACED WITH NEW, CUT AND RECONFIGURE EXISTING HANDRAILS AND S. CERAMIC TILE LINE SIDES. ( ALl CONDUIT AND WIRING SHALL BE REMOVED SACK TO ITS AND MODIFY EXISTING EQUIPMENT AND/OR SYSTEMB AS REQUIRED. WHEN REALIGNING EXISTING WORK WHICH IS SCHEDULED TO REMAIN. WALLGUARDS TO TERMINATE AT EITHER SIDE OF NEW CORRIDOR OR ROOM OPENINGS 4. RESILIENT FLOORING SOURCE. SUCH APPURTENANCES ARE FOUND TO INTERFERE WITH THE COMPLETION UITLIZINB NEW WALL RETURN END SECTIONS. NEW COMPONENTS SHALL MATCH S. CARPET REPLACEMENT PIECES AND/OR PARTS SHALL MATCH EXISTING EXISTING IN ALL RESPECTS. 3. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AFFECTED BY OF THE WORK OF THIS CONTRACT. SUCH REMOVALS SHALL BE DEFINED B. ~. (BY OWNER) DROPS, CONDUIT AND BACK BOXES BY THIS WORK. TEMPORARY SHUTDOWNS, WHEN REQUIRED, SHALL BE MADE AS "ANCILLARY REMOVALS'. MATERIALS IN EVERY RESPECT. A12. EXCEPT AS OTHERWISE NOTED, PROVIDE AND INSTALL NEW CORNER GUARDS AT ALL (G.C.) ONLY WITH THE WRITFEN CONSENT OF TNE OWNER. ALARM AND M12 UNLESS OTHERWISE NOTED OR DIRECTED, MATERIALS RESULTING OUTSIDE CORNERS OF INTERSECTING WALLS WITHIN CONTRACT AREA. AlS. WHERE SHOWN OR NOTED ON THE DRAWINGS, THE CONTRACTOR IS ALSO C. ~ INCLUDED IN BASE BID, BUT EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED. 1. THE BASE BID IDENTIFIES A LUMP SUM ALLOWANCE FOR "ANCILLARY FROM DEMOLITION OPERATIONS SHALL BE THE PROPERTY OF REMOVALS." WITH THE SUBMISSION OF EACH REQUISITION FOR PAYMENT. THE CONTRACTOR AND SHALL BE IMMEDIATELY REMOVED AND RESPONSIBLE FOR SAW CUTTING A NEW MASONRY OPENINGS IN THE EXISTING SUBJECT TO OPTIONAL LUMP SUM DEDUCT ALTERNATE CS. ANY REMOVALS OF EXISTING BASEBOARD SHALL BE DONE IN SUCH A MANNER SO THE CONTRACTOR SHALL SUBMIT A SUMMARY OF TIME AND MATERIALS FOR DISPOSED OF LEGALLY AT A LOCATION OFF-SITE. THAT THE REMAINDER OF THE SYSTEM IN THE ADJACENT AREAS WILL REMAIN "ANCILLARY REMOVALS" DURING THAT REQUISITION PERIOD. "TIME" MUST ,.~.,, MASONRY EXTERIOR WALLS FOR THE INSTALLATION OF A NEW SHEET METAL SLEEVES D. ~. (BY OWNER) "MOVEABLE" FURNITURE IFF&E)/ FUNCTIONAL. ElS THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE REMOVAL OF HAZARDOUS AND LOUVERS. THIS WORK INCLUDES NEW STEEL LINTELS, FLASHING, CAULKING, AND MEDICAL EQUIPMENT BY OWNER, R©UGNING, WIRING ~NE, INET~L.L~T]ON BY BE CALCULATED UTILIZING THE LABOR SATES SUBMITTED AT TIME OF REPAIR OF INTERIOR SUBSTRATE SURFACES IN PREPARATION FOR APPLICATION OF ~..C G4. EXISTING INTEBCOM SPEAKER AND CONNECTED WIRING SHALL BE PROTECTED DURING AWARD. MATERIALS (WHICH ARe BEING REMOVED OR DISTRURBED) DISCOVERED ON THE NEW FINISHES. DEE DRAWINGS FOR LOUVER SIZE. USE ONE 4"x5 1/2"xS/B" STEEL FIRE ~RM. (INCLUDED IN BASE BID, BUT SUBJECT TO OPTIONAL CONSTRUCTION AND SHALL BE INTEGRATED INTO NEW CEILING GRID. JOB WITHIN THE SCOPE OF WORK AREA. IN PARTICULAR ASBESTOS CONTAINING ANGLE FOR EACH 4' WYTHE OF MASONRY TO BE SUPPORTED. APPROXIMATE WALL LUMP BUM DEDUCT ALTERNATE) 2. SHOULD THE TOTAL COST OF SUCH ANCILLARY MATERIALS ULTIMATELY MATERIALS I.E. CAULKING, VAT, CEILING TILES, PLASTER DUCT WRAP, PIPE EXCEED THE VALUE OF THE LUMP SUM ALTERNATE, THAN THE COST OF INSULATION. ANY ASBESTOS WHATSOEVER AND REPLACEMENT OF SAID MATERIALS DEPTH; 16' F. . (INCLUDED IN SASE BIB, BUT SUBJECT TO CS. AT ALTESATIONS OF DAY CARE, DIAGNOSTIC & TREATMENT, NURSING FACILITIES, AND FURTHER "ANCILLARY REMOVALS" WILL BE CALCULATED UTILIZING THE UNIT IN KIND WITHOUT ASBESTOS OR HAZARDOUS AGENTS WITHOUT ANY ADDITIONAL A14. WHERE SHOWN OR NOTED ON THE DSAWINGD, FURR OUT EXISTING MASONRY WALLS OPTIONAL LUMP SUM DEDUCT ALTERNATE) OTHER MEDICAL FACILITIES WHERE NEW OR RENOVATED RESIDENT ROOMS, TOILETS AND PRICES SUBMITTED IN THE "FORM OF PROPOSAL." COST WHATSOEVER TO THE OWNER. WITH ONE LAYER OF GYPSUM BOARD ON METAL STUDS WITH FOIL-FACED INSULATION WHERE OWNER ELECTS TO APPLY LUMP SUM ALTERNATE, THE GENERAL OR BATHING ROOMS ARE CONFIGURED, EXTEND NURSES CALL SYSTEM INTO NEW IN STUD CAVI'PE SEE DETAILS ON DRAWING AW-1 FOR STUD SIZE AND SPACING, CONTRACTOR'S RESPONSIBILITIES REGARDING THE WORK OF THE OWNER RESIDENT ROOMS, TOILETS AND/OR 9ATHING ROOMS AND INSTALL NEW "RESIDENT CALL PANTRY EOUIPMENT NOTES PROJECT PHASING. 61700 ROUTE 48, GREENPORT, NY 11944 STATIONS" CONNECTED TO CENTRAL CALL STATfON ENUNCIATOR. THIS WORK SHALL BE (SEE BID ALTERNATE) AND/OR SEPARATE VENDORS & CONTRACTORS ARE: PART OF THE SASE BID. THIS WORK MAY BE DONE BY A VENDOR APPROVED BY THE PH1. PRIOR TO COMMENCING WORK THE OENERAL CONTRACTOR SHALL MEET WITH THE ARCHITECT A15. FRAME NEW PARTITIONS AROUND EXISTING DUCTS WHICH ARE TO REMAIN ABOVE AND A. ~ (IF LUMP SUM ALTERNATE IS ELECTED BY OWNER) OWNER, SHOULD THE OWNER ELECT TO APPLY A LUMP SUM DEDUCT ALTERNATE, THE PE-I. THE BASE BID ASSUMES THAT ALL PANTRY EDUIPMENT WILL BE PROVIDED OWNER'S REPRESENTATIVE AND ALL VENDORS, INSTALLERS AND CONTRACTORS FIRESTOP RESULTING OPENING PER FIRESTOPPING NOTES ON DRAWING GN-I. SEE NOTE A7. 1. SEE NOTE Al. CONTRACTOR SHALL COORDINATE NURSES CALL WORK WITH THE WORK OF OTHER BY THE OWNER. PERFORMING WORK FOR THE OWNER UNDER SEPARATE CONTRACTS TO REVIEW TRADES TO ASSURE COOPERATION BETWEEN THESE TRADES. THE SCHEDULE AND SEQUENCE OF CONSTRUCTION. ALL WORK MUST BE 2. COORDINATE SCHEDULE FOR DELIVERY & INSTALLATION OF FINISHES PE-2. TNE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND PERFORMED IN A MANNER LEAST DISRUPTIVE TO ONGOING OPERATIONS AND IN A A16. ALL WET ROOMS I.E. TOILETS, SHOWERS AND TUB ROOMS TO RECEIVE FULL HEIGHT WITH OTHER CONTRACTORS TO ASSURE ORDERLY FLOW OF PLUMBING NOTES: INSTALLING ALL REQUIRED UTILI~( ROUGHING WHICH WILL SERVE PANTRY WAY THAT WILL MAINTAIN THE HEALTH, SAFETY AND WELFARE OF THE OCCUPANTS "DUROC" BRAND CEMENT BOARD AND FULL HEIGHT CERAMIC TILE. (TYPICAL) (SEE BID WORK & MINIMIZE TIME DELAYS. (ALSO PART OF BASE BID) EQUIPMENT. AND STAFF. SEE OUTLINE PHASING PLAN DRAWING PH-1 FOR FURTHER ALTERNATE) B. THE CONTRACTOR SHALL EXAMINE THE AMOUNT OF "UNDERCUT H1. WHERE PLUMBING FIXTUREB ARE TO BE REMOVED. ALL EXPOSED WASTE, VENT, OAS INFORMATION. t C A FLOOR NOTES. CLEARANCE" AT ALL "REPLACEMENT DOORS" & EXISTING DOORS WHICH AND WATER SUPPLY PIPING SHALL BE CUT BELOW LEVEL OF SUBF~.OOR AND/OR AT PE-3. THE OWNER'S PANTRY EQUIPMENT VENDOR WILL DELIVER THE PANTRY ARE TO REMAIN WHERE NEW FINISHED FLOORING IS TO BE INSTALLED A POINT WITHIN EXISTING CHASE WALLS. ALL PIPINO CUT SHALL BE CAPPED PRIOR EQUIPMENT TO THE SITE AND POSITION IT iN ITS FINAL LOCATION. FINAL ARCHITECTURE, INTERIORS, PBOJ~TMANAGEMENT TO CLOSURE OF WALL OR FLOOR OPENINGS. ALL OPENINGS IN CHASE WALLS SHALL CONNECTIONS OF PANTRY EQUIPMENT TO UTILITY ROUGHING SHALL BE BY B1. WHERE EXISTING CONCRETE SLABS ARE TO BE PATCHED OR REPAIRED TO SERVB AS (TYPICALLY 3/4" UNDERCUT U.O.N.) PRIOR TO THE SUBMISSION OF BIDS. THE BE CLOSED WITH CONSTRUCTION HAVING AN EQUIVALENT OR BETTER FIRE SATING THE GENERAL CONTRACTOR. AN UNDERLAYMENT FOR NEW FLOOR FINISHES, PATCHING UP TO 1/2" DEPTH SHALL CONTRACT OR SHALL DETERMINE WHETHER MODIFICATIONS ARE REQUIRED TO THAN THE EXISTIND CHASE ENCLOSURE. SEE FIRE STOPPING NOTES ON DWO. GN-I. BE DONE USING A NON-SHRINK, SELF-LEVELLING, PUMPABLE, FAST SETTING THE EXlBTING DOORS TO INCREASE THE UNDERCUT CLEARANCE TO ALLOW THOMAS CAMPIGL[A, ARCHITECT, PLLC CONCRETE FLOORING UNDERLAYMENT. ("ARDEX") WHERE DEPTH OF THE AREA TO BE SUFFICIENT TOLERANCE FROM NEW FINISH FLOORING. THE COST OF ALL DOOR H2. WHERE PLUMBING STACKS MUST BE OFFSET DUE TO DEMOLITION OF SURROUNDING PE-4. THIS OENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF PATCHED EXCEEDS 1/2", PATCHING & FILLING SHALL BE "NYCON" BRAND FIBEEMESH. MODIFICATIONS SHALL BE THE RESPONSIBIU~ OF THE GENERAL CONtrACTOR, CONSTRUCTION, OFFSET EXISTING WASTE PIPE ABOVE LEVEL OF NEW CEIUNGS AND PANTRY EQUIPMENT WORK: (IYPICAL)(SEE BID ALTERNATE) INCLUDING REPLACEMENT OF DOORS, FRAMES, AND HARDWARE. (ALSO PART OF RUN HORIZONTALLY TO NEAREST PARTITION. INSTALL NEW VERTICAL DROP TO CEILING 1. REVIEW OF EQUIPMENT CUT SHEETS AND COORDINATION OF B2. WHERE DIFFERENCES IN FINISHED FLOOR ELEVATION ARe CREATED BY DEMOLITION BASE BID) OF THE FLOOR LEVEL BELOW OR TO THE SLAB AS APPMCABLE, CUT AND CHASE EQUIPMENT WITH MILLWORK AND ROUGHING INFRASTRUCTURE EXISTING SLAB AS REQUIRED TO RECONNECT PIPE AT EXISTING SLAB LOCATION. 2. iNTEGRATION OF THE DELIVERY AND INSTALLATION OF PANTRY OF PARTITIONB OR REMOVAL OF EXISTINS FINISH FLOORING, RAISE CONCRETE 4. IF NEW CARPET PILE HEIGHT WILL PREVENT PROPER OPERATION OF INSTALL NEW CLEANOUTS AT ALL HORIZONTAL TO VERTICAL TRANSITIOND. EQUIPMENT INTO THE OVERALL PROJECT TIME SCHEDULE. 2PARKAVENUE, MF?TANINE NEWYORK, NYIOO1D SUBFLOOB TO LEVEL OF ADJACENT FINISHED FLOORING USING A NON-SHRINK, CERTAIN DOORS, THE CONTRACTOR SHALL REPLADE THOSE DOORS SELF-LEVELING PUMPABLE, FAST SETTINO CEMENTITIOUS UNDERLAyMENT. MAXIMUM WITH DOORS OF THE SAME WIDTH, MATERIAL, THICKNESS AND FIRE DOOR NOTES, TEL, NO. (212)SS6-1858 FAX NO. (212)765-DD~1 THICKNESS OF UNDERLAYMENT SHALL NOT EXCEED 5/4".(SEE BID ALTERNATE) SATING. (ALSO PART OF SASE BID)(SEE BID ALTEBNATE) B~. WHERE APPUCATION OF NEW FINISHED FLOORING CREATES A NEW FLOOR PLANE S. WHERE NEW VINYL BACKED CARPETING IS SPECIFIED TO BE INSTALLED J1. ALL EXISTING HOLLOW METAL DOORS (MARKED "EX") AND/OR FRAMES WITHIN THE CONTRACT AREA SHALL BE REFINISHED AS FOLLOWS: PROJECT MANAGERS: RELATIVE TO EXISTING CLEANOUTS, FLOOR DRAINS, ETC..., THE CONTRACTOR SHALL OVER EXISTING RESILIENT FLOORING, THE CONTRACTOR SHALL SKIM RAIBE THE LEVEL OF CLEANOUT AND FLOOR DRAIN COVERS SO AS TO BE FLUSH COAT EXISTING RESILIENT FLOORING SURFACES WITH FLASH PATCHING 1. REMOVE EXISTING HARDWARE & KICKPLATES AND PREPARE DOORS AND SHALL BE Of A ~PE RECOMMENDED BY The CARPET MANUFACTURER. RECOMMENDED BY THE PAINT MANUFACTURER FOR THE SUBSTSATE B4. WHERE FLOOR DRNNS, FIXTURE TRAPS ETC,.. ARE REMOVED FROM EXISTING (ALSO PART OF BASE BID) (SEE BID ALTERNATE) CONDITIONS. · II CONCRETE SLABS, OR WHERE EXISTING SLABS ARE CUT & CHASED FOR NEW 2. APPLY COAT(S) OF NEW FINISH PAINT AS SPECIFIED. UNDERSLAB PIPING, THE RESULTING VOIDS SHALL BE FILLED WITH AVERAGE B. · · CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF B,000 PSI AT 28 DAYS, AND 1. AT TELEPHONE & DATA "DROP" LOCATIONS SHOWN ON THE DRAWINGS. 3. REINSTALL EXISTING HARDWARE (UNLESS OTHERWISE NOTED TO INSTALL HAVING A MINIMUM OF 610 POUNDS OF CEMENT PER CUBIC YARD CONCRETE. THE GENERAL CONTRACTOR SHALL INSTALL 3/4" EMPTY CONDUIT (WITH NEW HARDWARE) STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 DS. AT NEW TOILETS. SHOWERS, AND TUB ROOMS, COMPLETELY REMOVE EXISTING DSAO WIRE & PULL BOX) TO S" ABOVE FINISHED CEILING FOR FUTURE J2. THE CONTRACTOR SHALL EXAMINE THE AMOUNT OF "UNDERCUT CLEARANCE" AT All Tel. (B12) 245-6300 Fax {2 2) 785-851 CERAMIC TILE AND/OR VCT FLOORING & ADHESIVE & PREPARE EXISTING CONCRETE INSTALLATION OF TELEPHONE & DATA WIRING BY OTHERS (PART OF EXISTING DOORS WHICH ARE TO REMAIN WHERE NEW FINISHED FLOORING IS TO BE SLAB AS A SUBSTRATE FOR NEW THIN-SET CERAMIC FLOOR TILE INSTALLATION. BASE BID). INSTALLED. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL DETERMINE h[lp;//www.sterlingnyccom WHETHER MODIFICATIONS Are REQUIRED TO THE EXISTING DOORS TO INCREASE THE PREPARATION MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH NOTE Gl. 2. GENERAL CONTRACTOR TO PROVIDE PRIMARY POWER FOR CENTRAL UNDERCUT CLEARANCE TO ALLOW SUFFICIENT TOLERANCE FROM NEW FINISH BG. FIRESTOP AND SMOKESTOP AROUND ALL FLOOR AND Al'i'lC PENETRATIONS. SEE DATA, TELEPHONE, PUBLIC ADDRESS, AND SECURITY MODULES. PANELS, FLOORING. THE COST OF All DOOR MODIFICATIONS SHALL BE THE RESPONSIBILITY OF CONSULTANT FIRESTOPPING NOTES ON SHEET GN-1 FOR MATERIALS & METHODS. CONSOLES ETC. (ALSO PART OF THE BASE BID). THE CONTRACTOR. B7. WHERE NEW VINYL SACKED CARPETING IS SPECIFIED TO BE INSTALLED OVER EXISTING C. ~ JS. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTOR SHALL CONSULT WITH THE RESlUENT FLOORING, THE CONTRACTOR SHALL SKIM COAT EXISTING RESILIENT (IF LUMP BUM DEDUCT ALTERNATE IS ELECTED BY OWNER) DIRECTOR OF PLANT OPERATIONS AS TO THE STATUS OF ALL ACCESS DOORS & FLOORING SURFACES WITH FLASH PATCHING COMPOUND PRIOR TO CARPET PANELS WITHIN THE AREAS TO BE ALTERED. WHERE ACCESS DOORS ARE NO LONGER JAMES LASALA INSTALLATION. fLASH PATCH MATERIAL SHALL BE OF A TYPE RECOMMENDED BY THB 1. REVIEW SHOP DRAWINGS PREPARED BY OTHERS PRIOR TO FABRICATION REQUIRED, THEY SHALL BE REMOVED AND THE RESULTING OPENING SHALL BE CLOSED CARPET MANUFACTURER.(SEE BID ALTERNATE) OF UlLLWORK & TOILET ACCESSORIES AND NOTIFY ARCHITECT IN PER NOTE AS. CONSULTING ENGINEERS WRITING OF ANY CONDITIONS THAT WILL PREVENT PROPER INSTALLATION CEILING NOTES: OF MILLWORK OR OF THE RELATED ELECTRICAL AND FINISH WORK TO J4. REVIEW KEYING REDUIREMENTS WITH OWNER'S REPRESENTATIVE PRIOR TO ORDERING BE DONE UNDER THE GENERAL CONTRACT. (ALSO PART OF BASE BID). HARDWARE. AT MINIMUM, "GRAND MASTER" AND "FLOOR MASTER" KEY SYSTEM IS CI. PRIOR TO BEGINNING NEW CEILING WORK, COORDINATE WITH OTHER CONTRACTORS REGARDING THE REMOVAL, RELOCATION OR RECONFIGURATION OF THE WORK OF 2. COORDINATE SCHEDULE FOR FABRICATION AND DELIVERY OF MILLWORK REQUIRED. REMOVABLE CYLINDER CORES ARE REQUIRED AT ALL LOCKSETS. OTHER TRADES. THE CONTRACTOR SHALL PROTECT THOSE EXISTINS INSTALLATIONS & TOILET ACCESSORIES WITH SUPPLIERS SO THAT WORK OF RELATED JS. WOOD DOORS: AT ALL EXISTING DOORS TAGGED "EX". 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO, (631) 592-2673 FAX (D31) 592~2S73 TO REMAIN DURING CEILING WORK. WHERE BRANCH DUCTWORK IS TO BE REMOVED, TRADES CAN BE PROPERLY COORDINATED. (ALSO PART OF BASE BID). 1. REMOVE EXISTING HARDWARE, KICKPLATES, ETC... SAND DOORS (ON BOTH CLOSE ALL OPENINGS IN SHAFTS AND PARTITIONS THROUGH WHICH THE DUCTWORK S. INSTALL GROUNDS, BSACEB, HANSERS, ETC. IN WALL STUD CAVITIES SIDES) AS REQUIRED TO COMPLETELY REMOVE EX~STING FINISH. APPLY NEW PARSES WITH MATERIALS HAVING AN EQUIVALENT OR GEl I~H FIRE RATING THAN THE AS REQUIRED FOR PROPER INSTALLATION OF SASE AND OVERHEAD FINISH BOTH SIDES: CONSULTANT EXISTING SURROUNDING SHAFT OR PARTITION CONSTRUCTION. WHERE EXISTING REGISTERS ARE TO BE REMOVED, CAP ENDS OF RUN-OUTS. USE SHEET METAL CABINETRY & TOILET ACCESSORIES. (ALSO PART OF BASE BIDS) MATERIALS OF THE SAME GAUGE AS EXISTING DUCTWORK. A. ~ COAT OF SPECIFIED STAIN ALTERNATE BID REOUIREMENTS B. 2 COATS OF CLEAR POLYURETHANE. C2. TO THE GREATEST EXTENT POSSIBLE, TNE CONtrACTOR SHALL INSTALL THE A. THE CONTRACTOR SHALL SUBMIT ALTERNATE LUMP SUM DEDUCT BID FOR SUSPENDED CEILING AT THE HEIGHTS SHOWN ON THE CEILING PLANS. WHERE LABOR & MATERIALS COSTS COVERING THE FOLLOWING AREAS OF WORK: 2. REINSTALL EXISTING HARDWARE. (UNLESS OTHERWISE NOTED TO INSTALL NEW CONCEALED PIPING AND CONDUIT WILL PREVENT INSTALLATION OF CEILINGS AT TNE HARDWARE). PAINT EXISTIND HOLLOW METAL FSAMED. SPECIFIED HEIGHTS, THE CONTRACTOR SRALL IMMEDIATELY NOTIFY TNE ARCHITECT 1. PAINTING AND PROVIDE INFORMATION AS TO THE SIZE, LOCATION, AND HEIGHT OF THE 2. WALL COVERING ~. IF DURING THE BIDDING PERIOD, THE CONTRACTOR DETERMINES THAT THE APPURTENANCES CAUSING THE iNTERFERENCES. THE ARCHITECT WILL NOTIFY THE S, CERAMIC TILE APPLICATION OF NEW FINISH FLOORING WILL REQUIRE THAT THE EXISTING CONTRACTOR AS TO HOW SAID INTERFERENCES SHOULD BE ELIMINATED OR 4. RESILIENT FLOORINO WOOD DOORS BE UNDERCUT, THE CONTRACTOR BHALL SO STATE THIS IN CONCEALED. (SEE ALLOWANCE FOR ANCILLJ~Y REMOVALS) 5. TOILET ACCESSORIES (PROVIDE SEPARATE LINE ITEM DEDUCT COST) HIS BID SUBMISSION. ONCE THE CONTRACT IS AWARDED. NO CHANGE IN 6. CARPET PROJECT COST OR TIME WILL BE ALLOWED DUE TO DOOR CLEARANCE C5. WHERE NEW PARTITIONS ARE ERECTED BORDERING EXlSTINO SUSPENDED CEILINGS 7. MILLWORK (PROVIDE SEPARATE UNE ITEM DEDUCT COST) PROBLEMS. WHICH ARE TO REMAIN, BRACE EX,STING SUSPENDED CEILING GRID AND 8. FIRE ALARM 4. WHERE THE CONTRACT AREA IS NOT VACANT FOR THE DURATION OF THE iNDEPENDENTLY SUPPORTED LIOHT FIXTURES AND DUCYWORK. CUT AND REMOVE MAIN 9. NURSE CALL (SEE FURTHER REQUIREMENTS) PROJECT, THE EXISTING WOOD DOORS MUST BE REMOVED SO THAT THE CONSULTANT RUNNERS AT POINT OF ATTACHMENT OF EXISTING CEILING GRID TO NEW DROPPED REFINISHING CAN OCCUR OFF-BITE, OR AT AN ON-SITE LOCATION ARCHES AND PARTITIONS. ALLOW SUFFICIENT TOLERANCES FOR ATTACHMENT OF NEW B. THE CONTRACTOR IS REFERRED TO THE "INSTRUCTIONS TO BIDDERS" APPROVED BY THE OWNER. AFTER REMOVAL OF EXISTING DOORS, FOR WALL ADDLES. FOR FURTHER INFORMATION REGARDING ALTERNATE BID PROCEDURES. REFINISHING, IN OCCUPIED AREAS, THE CONTRACTOR SHALL PROVIDE AND C4. WHERE EXISTING WALL AND OR CEIUNG MOUNTED APPURTENANCES ARE LOCATED SO C. THE LABOR AND MATERIAL COSTS IN PREPARINO SUBSTRATEB TO INSTALL TEMPORARY REPLACEMENT DOORS OF SIMILAR SIZE, OPERATION, AND PROPERLY RECEIVE FINISHES SHALL BE INCLUDED IN THE ALTERNATE FIRE RATING WHICH ARE TO REMAIN IN PLACE UNTIL THE REFINISHED DOORS AS TO PREVENT PROPER INSTALLATION OF NEW CEILINGS, SOFFITS, MOLDINGS, ETC .... LUMP BUM. FOR EXAMPLE, TAPING AND COMPOUNDING OF DRYWALL ARE REINSTALLED. THE CONTRACTOR SHALL CAREFULLY REMOVE AND LOWER THESE ~TEMS SO AS TO FOR pAINT AND/OR WALLCOVERING SHALL BE INCLUDED IN THE COST MAINTAIN THE SAME DIMENSIONAL RELATIONSHIP TO THE CEILING PLANE AS THAT OF PAINT AND WALLCOVERINO ALTERNATE. WHICH PREVIOUSLY EXISTED. HOWEVER, IN NO CASE SHALL THESE APPURTENANCES RE MOUNTED LOWER THAN S'-8" ABOVE THE LEVEL OF THE FINISHED FLOOR. D. THE COST OF LABOR AND MATERIALS FOR CEMENTITIOUS FLOORING J7. WHERE NEW HARDWARE IS SPECIFIED, AFTER REINSTALLATION OF EXISTING DOORS, THESE ITEMS SHALL INCLUDE, BUT SHALL NOT 9E LIMITED TO THE FOLLOWING: UNDERLAYMENT SHALL BE IN THE SASE BID AND NOT IN THE ~NSTALL NEW HARDWARE. THE CONTRACTOR SHALL DETERMINE DUBING THE BIDDING ALTERNATE(S). PERIOD, IF THE SPECIFIED HARDWARE IS COMPATIBLE WITH THE EXISTING DOORS AND I. EXIT UGHTING AND SIGNS FRAMES. IF CONFLICTS EXIST WHICH WILL PREVENT PROPER INSTALLATION OF THE 2. FIRE ALARM BELLS FIRE ALARM SYSTEM SPECIFIED HARDWARE. OR IF THE SPECIFIED HARDWARE IS NOT IMMEDIATELY AVAILABLE, THE CONTRACTOR SHALL SO STATE THIS IN HIS BID SUBMISSION. ONCE S. FIRE ALARM STROBES E. 1. WHERE OWNER ELECTS TO APPLY LUMP SUM DEDUCT ALTERNATE, THE CONTRACT IS AWARDED, NO CHANGE IN COST OR TIME WILL BE ALLOWED DUE TO D.O.H./C.O.N. NO. 071038-H 4. WAhl MOUNTED SPEAKERS GeNeRAL CONTRACTORS RESPONSIBILITIES REGARDING FIRE ALARM 5. WALL MOUNTED MIRRORS WORK INCLUDE: DOOR HARDWARE CONFLICTS WITH DOORS AND FRAMES, OR DUE TO UNAVAILABILITY OF SPECIFIED HARDWARE ITEMS.~ PROJ. NO. 16209 C5. WHERE NEW & EXISTING SUSPENDED CEILINGS ARE PART OF A FIre SATED o. COORDINATE SCHEDULE WTIN FIRE ALARM VENDOR SO AS TO ASSEMBLY: INTEGRATE THIS WORK INTO THE OVERALL PROJECT TIMELINE. (ALSO JG. ALL CORRIDOR DOORS SHALL RECEIVE KICKPLATES ON THE CORRIDOR SIDE. ALL SCALE AS NOTED PART OF SASE BID) CROSS CORRIDOR DOORS SHALL RECEIVE KICKPLATES, BOTH DOORS, BOTH SIDES. BE PROTeCTeD WITH S/4 b. PROVIDE ALL REOUIRED LINE VOLTAGE POWER TO FIRE ALARM SYSTEM (SEE BID ALTERNATE) ALL NEW HVAC DRAWN XX DIFFUSERS AND GRILLES SHALL HOUR RESET TYPE FUSIBLE UNK FIRE DAMPERS APPROVED FOR USE BY COMPONENTS. (ALSO PART OF BASE BID) FINISH NOTES' CHECKED TNC THE BUILDING AND FIRE AUTHORITIES HAVINO JURISDICTION. SEE MECHANICAL DRAWINGS. KI. WITHIN THE CONTRACT AREA: REPLACE All EXISTING HANDRAILS, WALL GUARDS, AND ~UE DATE 10-08-08 C6. RELOCATE (REPLACE WITH NEW) ALL EXISTING CEILING ACCESS DOORS TO SUIT CORNER GUARDS WITH NEW. WHERE NEW PARTITIONS CROSS CORRIDORS OR WHERE NEW CEILING AND PARTITION ARRANGEMENTS. EXISTING PARTITIONS ARE PARTIALLY REMOVED WHERE HANDRAILS CURRENTLY EXIST, DRAWING INSTALL NEW HANDRAILS WITH TERMINAL SECTIONS WHICH RETURN TO THE WALL AT EITHER SIDE OF NEW OPENINGS. WHERE EXISTING CORRIDOR OPENINGS ARe TO BE CLOSED, EXTEND HANDRAILS ACROSS CLOSURES TO NEXT TERMINAL POINT. SEE DRAW,NGS FOR IOCAT,ON WHERe B,O,D v,Ny1 WAINBCOAT ,s TO BE ..STALLED ,N L.eu ALTERATION AND OF WALL GUARDS. DEMOLITION NOTES SEAL SHEET NUMBER DEMO PLAN NOTES: D.AW,RDS ~ SPEO~,CAT,ONS AS ,MSTRUMENTS DE PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE -- -- -- PROPER1'( OF Thomos Compiglio Architect, PLLC. DBA ~ //~ II I 1. ALL NOTES WITH AN ALPHABETICAL PREFIX WHICH ARE REFERENCED ON THIS TCA ARCHITECTMRE. NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE ~'~ /~-- [: I:] II1' DRAWING ARE LOCATED ON DRAWING AN-1. MADE WITHOUT THE WRI'F~EN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. ~,'illlE ~'1J[ LI 2. NTENTONALLY LEFT BLANK THIS DOCUMENT IS INTENDED SOLELY FOR THE PE':r'£ ?1-"' Ill I CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY "1-E' = -'2 £'i' ~:I~ I 5.COMPLETELY REMOVE ALL EXISTING FLOOR FINISHES TO COMPLETELY EXPOSE OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF ri~ ~ STRUCTURAL SLABS AND SUBSTRATES. G.C. TO APPLY GYPCRETE CEMENTITIOUS TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. ~ ~ ~ ~ ~ /~ /¢.~ UNDERLAYMENT AS REQUIRED UP TO ~" MAX. (AREAS ABOVE ~" TO RECEIVE (~)Copyri§ht 2008 Thom,s Cemplgllo Architect. PLLC. I I ~ ~ ~ ~ ~ o ) FI ~, '* } ~. ~' .] ~ u /~ "NYCON" BP, AND FIBER MESH CONCRETE TOPPING.) AS REQUIRED TO ENSURE DBA. TCA ARCHITECTURE ~ V Y - H "'T" Y '-~1 FLUSH AND LEVEL FLOOR SUBSTRATE AND PREPARATION AS REQUIRED TO / L II / / ~RECEIVE NEW FLOOR FINISHES AS SCHEDULED. SEE NOTES B1 THROUGH ES. ~ ~' I ~ ' I I FACILITATE INSTALLATION OF NEW WORK, CONTRACTOR SHALL PATCH TO MATCH I I ~ I ] //' i ~ ', I (SEE M-11) ALL ADJACENT SUBSTRATES A MINIMUM OF 56" EACH SIDE OF ~ ~ _ ~'~ _ __ __ I I// ~ ! ', I AFFECTED AREAS. SEE NOTES A4 & AS. PLATES TO SUIT. SEE NOTES G1 TO G6. u:SEE NOTE 2A (l'fP) U SEE NOTE 2A (l~P) / ' e~ %, ~. V.~I- ,',mI, I I:::'-:: · I I7 REMOVE AND REPLACE ALL EX ST NG EXTER OR FURR NG, GWB, AND BAll' Ii], % , -:~ II , ! ; ',II I NSULATON WTH NEW. SEE DET 11/AW-1. (l'~P.) SEE NOTES A13, A14 & A15. [ ~, I~ 'r '.IqTMh '-TDR/UE ~ EA ~ ~-~ ~'~ EF.~.T, 8.REMOVE ALL EXISTING WINDOWS & EXTERIOR LOUVERS WITHIN CONTRACT AR . ~I I IB~ : 1 -- ~,~ ~- l I% m I n I 9.REMOVE EXISTING FINISHES & SUBSTRATES. SAW CUT & CHASE EXSTNG I1', i~ I , ! % - {-',. '~,-/,~,,;, I [<~ I - I II I CONCR~ESLABS EXCAVATE & INSTALL NEW UNDERGROUND PIPING ON H ~ ' I I ^. I ~ 1 ./~ _~ :, _r ,~ I I .~ ' ; I I I APPROVED BEDDING MATERIAL. BACKFILL & COMPACT EARTH. POUR NEW ~ ~. ', ', 4xl~x .~ ~ I ~ I ~ ~, , I I I CONCRETE SLAB INFILL AND INSTALL NEW FINISHES & SUBSTRATES FLUSH I1', --qX. ! L "~> .'1' k , -' ¢ i r i I II I WITH EXISTING ADJACENT SURFACES. FINISH MATERIALS SHALL MATCH EXISTING lei/ ~ '1 ~ [] o [] []~ }fi'. ~' ~ I~/- ', PR0VlD£ WINDOW SIM. TO EXST'6 /-- III I 10 REMOVE ALL EXISTING CONSTRUCTION PARTITIONS FLOORING CASEWORK lIl i ,, ~-~_/ ] ~ !J"~-,?- I I-~l~ DOUBLE WINDOW ASSEMBLY / I~ I PLUMBING AND SUSPENDED CE L NGS AND APPURTENANCES AS REQUIRED TO BI , , ~ , ~ L:,, lIEf, I I ~=.. III I NSTALL NEW WORK SEE NOTES; A15, B1 TO B5 Cl C6 F1 TO FB G1 TO ~I .' .; 'm- m~ I ............. [ =" ~ SAW CUT EXST. ~SONRY qTAF? =~ ~ I'HtHf' ' I L I ri I 14t ....... ~ ........ /- ,' C~ .......... q--T /~. WA~ TO ,NS~AL, ,~W ., . ~ \/ ~ I I~[}t' - I II I~ WHERE EX ST NG OUTLETS, SWTCHES. THERMOSTATS, HAVE BEEN REMOVED, Ill ¢ _? ~%,~ i / WINDOW/LINTEL SEE PROPOSED .... %/ ~ - ~ I I~ ; I I I 'BRING ALL ASSOCIATED WIRING AND CABLES BACK TO SOURCE AS REQUIRED. Iili PROV DE TEMPORARY POWER FOR L FE SAFETY AND OTHER EMERGENCY~ ~/ I] ¢ //x i ~ :1 L, ,' ,' I 12. J ~ ~ ~ ~ ' -~:nT~ ! DEVICES AS DIRECTED BY OWNER. WHEN POWER IS INTERRUPTED t!li ~' ~' ~ ~, ',4]~ ' I'><' ..... 117¢~:l I I . $ I ~,CONSTRUCTOR TO PROV,OE STAND-BY ELECTRICIAN DURING BEMOLmON.. 9-1o-o8 ISSUED FOR D.O.H. REVIEW, PARTIAL SET lilT' x x ..-~----~1 I~_____~q %~ , _~ % -- ~i~:]H k~ i, I~ I 14 ALL EXTER OR PARTTONS, EXTER OR DOOR W NDOWS AND EXTERIOR FINISHES I~11 I ~ ,I lie '--~)1 ~' , I' L -~ ,, L, .. IIl:;!rB ; · I I I 'SHALL REMAIN IN PLACE UNTIL SCHEDULED TO BE REMOVED BY CONTRACTOR 8-28-08 iSSUED FOR D.O.H. SUBMISSION I -. ,, ~,_-F ~Lr ,~ ~, ~ ~T - I I I I ~5 PROWDE TEMPORARY CONSTRUCTON THROUGBOUT AREA OF WORK. I I, _ ~ H _ it .,[ /2 I _ I1L, ~ SAW CUt D(ST. MASONRY % [ i I I I NO. DATE REASON FOR ISSUE ~ ~ L1J 1 i I & I , I EXT WALL TO INSTALL N[W IIi ~i ., ' L/ , DEMO ~S,. S~ , ~- ~:.:1 · --~tl i II I*B.EX,ST,NG SPR,NKLER SYBTEM TO REM^,N OPERAT,ONAL DUR,NG CONBTRUCT,ON. [~" .......... ~=. -- ~ ~ ~1 RELOPATE TO NEW [ / I Ii ~ : WINDOW/UNTEL SEE PROPOSEDI~ I I I PROJECT RENOVATIONS TO: IIII Ir-= II ~ /~ / I- ~ , ~11 L I II:YJ ! \ !! I - BI I 'MA~N SOURCE AND DISCONNECTED OR CAPPED AT THAT LOCATION PRIOR TO ...... ,, := .... = , I IF % .................. Rd B ST,OKY MAT AT EVERY THRESHOLD SNALL BE REPLACED ERYOAY. -- PI] ~ ------J~ ~/ ,~r" ~ I ', II F~ .r-.~\-, v..~ ..z~ i Clm, p, i Ii , i i 1 20.FLOOR SHALL BE BROOM-CLEANED AT THE END OF EACH DAY I Ii ~, ~,~.., : /' IL~------JL .... J ] I~ ,, ,I ~ ~ ~--- ~ "~ ;~ ! I II I 21.CONTRACTOR SHALL BE RESPONSBLE OF PROPER DISPOSAL OF LIGHT FIXTURES lei ,I ~ ~ % I m[ I k ~ ~. I ~ · 122-PROTECT ALL SMOKE D~ECTORS FROM CONSTRUCTON DUST. I1', · .. , ~ , , ~ , I ~~ ~ ...-. ~li ~ II I '~ ~ .... J_ ...... ~ ~ .~ :__: ~ ~ ______: ~ : _ ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC ', (~.) _ ___ ~ F=¢~m% , Er ~ ~ = Z ' DEM OLI TI ON NOTES: 2 PARK AVENUE, M~NINEN~YORK, NY10016 m ',, ', ',', ,r ,, -, ' mm I ~ CEMENTITIOUS UNDER~YMENT. CONT~CTOR TO L~VE E~,,ST. VCT , ' b E ~ h H '~ ¢ ~ ~ ~ " ~ II I STERLING MANAGEMENT, INC. ~ ~ I~ -~ JL %J --d .... II [ I _. % ~ PARTIAL PARTITION REMOVAL FACILITATE INSTAL~TION OF NEW DOORWAY Tek(212) 245-6300 F~: (212} 765-8511 ~ll ~ ~ .~ ~--~ U ~t mmJ I . F II %~~J~ II I~ . ~ ........ -- -- ~ .................. ~ ~ REMOVE DOOR AND HARDWARE ONLY REP~CE W~ NEW IN EXI~ING F~ME. ~ ~i : ~.~21 ~/ ~ (~.) '- ~ % /~ : ii ~ ..... ~ : : II I ~ N~ OPENING, RE: WALL SECTIONS FOR REQUIRED GALV. STEEL ANGLE/ 1~=~==~:====~7=n ~(~') ~=~====,==1=== /~ ~ ~ -~ ',,> - , H I JAMES,~SA~ ~ ~ , ~ II ~ , · ~ _ ~ % ~ ~ - CONSULTING ENGINEERS i'~ ~'(~') ~1 I ~: ~(~') i I -4~~ ~=~= I m l B PLUMBING FIGURES AND CONNECTED PIPING. SEE NOTES H,, H2, AD, ~ B4. m [ %.. I II ? mm Im I -- ~ %./ ~/N~ Iim~ I ~ ~ I ~ REMOVE · REP~CE W/ NEW IN KIND TO FACILITATE INSTAL~TION OF NEW ~ ~', , , ~ ~- , , ' ~ II II~ I STRUCTURE. 1I OV~ DRIVE, SUITE 129, IS~DIA, NY 11749 '<: >. i ',', ,,. : , m l I: CEILING, CEILING 6RID, LIGHT FIXTURES AND ALL CEILING MOUNTED I Il =~ ' ~ ~ ~= , mk~ T ~= I I I I ~ FXTURES SEE NOTES G1 TO G6. CONSULTANT ~ _~ / ~ j_ F ~ II ~ ~ ~ PTAC RE (~) DWG s FOR ADDITIONAL DEMO SCOPE THEREIN ~ I,~ ~ ~' L .... ~4 : HVAC UNITS * DUC~ORK EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. ~ , , . ~ ........ ~-~-~-- ~7~- --~ ~-~ ' ~.~' ~;-~ .......... , .. / I i~ ~ REMOVE EXSTNG H~TNG SYSTEM/RADATOR AND PREPARE TO RECEIVE CONSULTANT i ~o __ ~ ~X~AUsT ~A~S. S~ ~0~ ~. Ip,~er ~ nmnm mTInu PHASE ONE DEMOLITION L I ~ REP~CE DAMAGED OR DEFICIENT COLUMN FIRE PROTECTION TO ACHIER / / LEGEND: 1 ====== DENO~S EXISTING CONS~UCTION TO BE DE.OUSHED, AI' FIRST FLOOR UNLESS OTHERWISE NOTED. SEE NOTES C1 ~ F1 TO FB. / . .... IN OR AS OTHERWISE APPLICABLE PER NOTE D3 ON DRAWING AN-I. / , ~ ~ ~, ,". ', '"' "" NORTH / DRAWINGS &: SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Comp]glie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRllTEN AUTHORIZATION OF Thomas Complgllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRfFrEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect, PLLC. (~) Copyright 2008 Thomes Compiglio Architect, PLLC. Il Il II Il DBA. TCA ARCHITECTURE EXISTING I STORAGE EXISTING I EXISTING ROOM I MEDICAL RECORDS iSTORAGE f - ----] EXISTING EXISTING WHEELCHAIR RECORD STORAGE ROOM EXISTING CLASSROOM i EXISTING BOILER ~ J=~= ~ Z~N 10-08-08 ADDENDUM #1 ['~/~r '¥ - ~] 9-10-08 ISSUED FOR D.O.H. REVIEW, PARllAL SET MAINTENANCE I I 8-28-08 ISSUED FOR BiD 8-28-08 ISSUED FOR D.O.H. SUBMISSION ~%~ 8-12-08 ISSUED FOR D.O.B. FILING I NO. DATE REASON FOR ISSUE RENOVATIONS TO: KITCHEN SHOWER STORAGE EXISTING ~ 61700 ROUTE 48, GREEN PORT, NY 11944 ENVIRONMENTAL EXISTING ERE~, SERVICES ENVIRONMENT , I ARCHITECT SERVICES ~ ~ ~ ~ TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT ~ ~ F'~ ~ THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO, (212) 686-1858 FAX NO. (212) 765-8511 r~ ~ ~ F--I ~ ~ PROJECT MANAGERS: STERLING MANAGEMENT, INC. ~] ~] I 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 Tel: (212) 245-6300' Fax' (212) 765-8511 http ?/www.sterlingnyc,com F1 , CO. SULTA.T JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT EXISTING GROUND FLOOR PLAN "A" SCALE: 1/8" = 1'-0" D.O.H./C.O.N. NO. 071058-H  PROJ. NO. 16209 ,,/, SCALE AS NOTED W l N G 'A' , ~,,, OHECNED TNC (NO WORK N.I,C.) TRU DAle 10-08-08 DRAWING EXISTING GROUND FLOOR ...... ' ' ', PLAN PHASE 2 ,- ,, PHASE 1 EAS'E, wING, -,,., ,, ,,WESTwiNG, RE.. NORTH KEY PLAN SEAL SHEET NUMBER I I I ~) PROPERTY Of Thomos Complglio Architect, PLLC DBA ·i= DENOTES PUSH PLATE (PP) CONTROLLE TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART. SHALL BE 4~ DENOTES MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos FOR ADDT'L INFO. + DETAILS Cornpiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE ~ ~ = DENOTES EXISTING CONSTRUCTION CONSTRUCTION OF THE PROJECT NAMED HEREIN AND TO REMAIN. SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITrEN CONSENT OF ~ ~ Z = DENOTES NEW CONSTRUCTION, TCA ARCHITECTURE, Thomas Complglia, ArchRect, PLLC,  -- = DENOTES DOOR TYPE (~Copyright 2008 Thomas Complglio Architect, PLLC, = DENOTES DOOR HARDWARE DBA, TCA ARCHITECTURE ~ I~_ ~) = DENOTES EXTERIOR WINDOW TAGS. HANDRAILS ~ ~ = = ~ NEW AND EXISTING LOCATIONS· AT = EXISTING LOCATIONS CONTRACTOR TO ~ .~]~ i ~L~ ~~/' I II HOUR RATED ASSEMBLY. I' '~" DENOTES ONE HOUR RATED PARTITION NEW ARD EXISTING LOCATIONS J~ , ~ NIASONR¥ INFILL WITH STUCCO~~/~/~ ~~ ~ ~!i I I / ! I .N l~m DENOTES ONE HOUR .*TED SMOXE LOCATIONS. AT NEW AND EXISTING J~ ~ [] [] J~ ~ ~ = LOCATIONS CONT.*CTOR TO - 2\ FIRESTOP AND SMOKESTOP ALL N ' CENTER PTACS UNDER ~ J ~ VOIDS/PENETRATIONS TO ENSURE LL~Ulll I I i , ~-~ , J~J~F" WINDOW OPENING UNLESS ~/~///~ ~~ ,~ r j!~.! 4 WINDOW OPENING UNLESS ~ -~l I >--% ,'~~ I I1~ II SMOKE PARTITION ASSEMBLY. ~L'! at TED ~(P. ~,,, ~! ~ __ OTHERWISE NOTED 1~P. ~ ' U NOT~-~: 1. ALL NOTES WITH AN ALPHABETICAL PREFIX WHICH ARE I~EE_R_ENCED ON THIS DRAWING ARE LOCATED ON DRAWING ~"~ 4. WHERe' SHOWN ON IMPACT PROTECTION PLANS. PROVIDE 8--28-08 ISSUED FOR BID WITH EXISTING V.I.F. CORNER GUARDS AT ALL OUTSIDE CORNERS. REFERENCE 8-12-08 ISSUED FOR D.O.S. FILING ~ ~ ~ / 5. REFERENCE DIMENSION PLAN SHEET A-111 FOR  m ~ ~ ADDITIONAL INFORMATION. NO. DATE REASON fOR ISSUE - -' -- --- .... = E. D,MENS,ONSAREAFPRO×,MATE. TR AREDER,VED RO,ECT - --- FROM AS BUILT DRAWINGS AND SURVBfS. GENERAL ~ FINISHES. RE: FINISH SCHEDULE AND SPECIFICATIONS FOR [ ~ -- ADDITIONAL INFORMATION. · GENERAL CONTRACTOR TO CLEAN/REPLACE WHERE LOWER II m~ lNG FOR ' ~ m I BROKEN/REPAIR AND RE-CAULK ALL EXISTING GLAZING AS ~B S ~P REQUIRED TO ENSURE WATERTIGHT ASSEMBLY.  ? --- ........ If// F"*MES, ETD. WATERTIGHT ASSEMBLY. , i, ~ T-------~ ~ ' I II III 61700 ROUTE 48, GREEN PORT, NY 11944  ~ .· ~ ~ ~'ZP--"--'~- I J 10. PATCH TO MATCH ALL EXISTING ITEMS AS RELATED TO ~ ' ..... '--'S~ rGFU;T7 ~----~'~ .... 'J~--J-- 11. INTENTIONALLY LEFT BLANK A j ~NE PULL DOWN 12. ALL EXPOSED PiPiNG TO BE FAINTED AND PATCHED TO · NEW WORK. PARTICULARLY IN AREAS BELOW WORK HEREIN, . I [~ ~ : , . ~ -- ~ [ [ ~ .. m m IS. INTENTIONALLY LEFT BLANK. m m ) ~ i PARTITIONS SHALL BE CONSTRUCTED WITH 'DUROC" ~ m 0 I ~!~ ~PON/ m ~ m s~. ~ ~ CEMENT BOARD IN LEU OF DYPSUM WALLBOARD. =J ;~ 1E. ALL PARTITIONS TO SE TYPe U.O.N.; ALL EXTERIOR 1~,,~. PARTITIONS SHALL BE I'¢PE .N.. REFER TO 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 ............. i- . . ~,,~ 18. ~EH~ON^LL~ LENt BLANK. · ~ J ~'~ ~ L~ Il ~ ---- ~ '" ''~ ~ 111B ~ Tit? IJ~ [~ t"J~ ;La · $ ' ~Jl~ I I ;= , [[ , 601, ~_ ~~~'~!D ~~ 20.INSULATION EXTERIOR WITHIN DAMAGED HARDWARE TO ENSURE PROPER OPE"*TION, CONTRACT WALL FURRING FURRING, AREA, STRIPS CONT.*CTOR J.E, AND GWB, DEVICES FINISH, TO REMOVE TO BA~' EXPOSE 2 PARK AVENUE, MEZZANINE NBN YORK, NY 10016 STERLING MANAGEMENT, INC. Tel: (212) htr p .//~w~w,ste Fling nyc .cam 245-8300 Fax' (212) 765-8511 ~ ~ j~/ - 1118 t' t~.~ ~~ ~' /~ [~? ~ m~Rp:TTI~IBO~ ~ ~ ~/ ~ ~ ~, INTERIOR MASONRY AND REPLACE W/ NEW IN KIND TO ~r~ - ,,. ,/ FAC~UTATE NEW LAYOUT RE~ DET. lVA-SO~ FOR HEW CONSULTANT SIM. OPP. HAND - 1 HOUR RATED %_'~ ~'./ ~ J ~ -- HOT BOX ON 4 THICK , ~ 21. Au_ COAT CLOBETS SHALL SE PRODDED WITH (1) SHELF ~ L~ ~ ~ ~ j / EOR ADDT b REOUiRE~ENT ,-* ~ --~ ~ ~ & CONT' COAT ROgl (TYP') ALL OTHER STOHAGE CLOSETS -- --WITH (~) MIN. Pi ~M. ADJU~AB~ SH[L~',.,~,v, ro'^B"~°, LASALA J J ~ 22. ALL (CRT) COMPUTER TERMINALS TO RECEIVE VOICE AND CONSULTING ENGINEERS ~ ~ < ~ ~'-- - -- ~iii~4;~?iiiR~LO~ATION & QUANTRY ' ~ -- -iq~ ~ ~ ~ ~ I ~L~~ ~ - ' ~ ~'~ ---[~----Lll'~ ~ ~ 24. SKIM COAT ALL EXIST. PLASTER?GWB SURFACES TOFURTHERANDREMAiNsFEo.PRiMEiNFORMATioN.SEE & NoTEEINISH2BPERoN INTERIORDHAWiND DEBIGND_iDS DRAWINGSFOR CONSULTANTTEL ND· (E31)66R-~76 FAX (631) SD2-2S73 ~: --EXISTING PORCH ~-ToDPUSliNTRoLPLATeSN~RHDoorSmGEI- J J ~m PROVUE (1) "UPL~X 0~ ALL ~O~A~E "00"s Lo__ __%%___o_J ~-- ~v~2NoP* i ~ ~ ~ ~ Lo_____~____o_j~ ~ioS~;N,~i~CpA. NOPY WINDOW LEDEND.)PROVIDE 'CHAMPION' RESISTOR IMPACT bi-BED DEMENTIA UNIT I ~ bO-BED NURSING UNIT E ER'ORW'""OW EGE.D: /~ FLOOR CONSTRUCTION ® DOUB~ HUND W, NOOW. FIRST PLAN SCALE: 1/8" - 1'-0" I ~ PRoa.D'O'R'/C'O'N'NO. NO. 071038-H r~ :' SCALE AS NOTED DRAWN XX WI NG 'A' ",",, CHECKED THO (NO WO"K N,LC.) TRUE DATE ~D-DS-OS NOTES: 1. WHERE THE CLEAR FLOOR SPACE COMPLYING WITH REQUIREMENTS OF NYSBC ALLOWS ONLY FORWARD APPROACH BY^ PEBSON ,N^ FIRST FLOOR WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH FORWARD REACH (LIGHT SWITCHES, ETC.) SHALL BE ~B" INCHES AND THE MINIMUM , , '' '. r. CONSTRUCTION PLAN UNOBSTRUCTED LOW FORWARD REACH SHALL BE 15". 2. WHERE THE CLEAR FLOOR SPACe COMPLYING WITH REQUIREMENTS OF ,' · ' ', ' - ' NYSBC ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH SIDE REACH (LIGHT SWITCHES. "'" ,-' , ' , - ' " ETC.) SHALL Be 54" INCHES AND THE MINIMUM UNOBSTRUCTED LOW ,' ' - ' . , , , , SIBE REACH SHALL BE 9" INCHES. ,','PHASF'~' i"~_ __. ,>,,, [' ' PHASE ~ ,, EAST WING'/%-'/ WEST WING ~ ~ NORTH REF· NORTH KEY PLAN II lI ! I DRAWINCS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERYf OF Thomas Compiglio Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE ~ % ~ ' I ~1 ~ HBBN FOR REERaCE ONLY. J~ I 1~41 I I ~ ~ :~ I ~1 , ~ / I ~Ym, ~ II I'~J II ~ ' - I --- '- _ AH-2 ~ ~ _ ~ ~ : _.:::: ................ ..... ~- L L___J h I . "~ ' ...... [ I PR~DE 16 A~C INfO, ON ' I; ' H~BN F~ REERENCE ~LY. MADE WITHOUT THE WRI'F~EN AUTHORIZATION Of Thomas CompigIio Architect, PLLC. DBA TCA ARCHrrECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANy OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Camplglia, Architect, PLLC. ~)Copyright 2008 Thomas Camp~gllo Architect, PLLC. DBA. TCA ARCHITECTURE 9--10--08 ISSUED FOR D.O.H. REVIEW, PAR3]AL SET 8-28-08 ISSUED FOR BiD 8-28-08 ISSUED FOR D.O,H. SUBMISSION 8-12-08 ISSUED FOR D.O.R. FILING NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MF77AN~NE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245-6300, Fax: (212) 765-8511 http:/hwvw.sterlingnyc,cam CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 TEL NO (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT PROPOSED ATTIC PLAN~ D.O,H./C,O.R. NO. 07103§-H SCALE: 1/g" = 1L0" ~i~ PBOJ. HO. 1~209 .... ' SCALE AS NOTED NOTES; '~( ;~' ,~'~ DRAWN XX 1. PROVIDE 1-HOUR RATED FIRE ALARM DAMPERS AT ALL ,/? z CHECKED TNC PENETRATIONS THROUGH THE RATED DECK. TR DATE 10'--08-08 2. PROVIDE 1-HOUR RATED FIRE & SMOKE MOTORIZED DRAWING DAMPERS AT ALL PENETRATIONS THROUGH ALL SMOKE BARRIERS (TYP.) ATTIC FLOOR CONSTRUCTION PLAN SEAL SHEET HUMBER E.F. ] ] TCA ARCHITECTURE. r ~ RAIN GU~FER b~~'= J i i ' ] DOWNSPO~ [~P.)~ . ..... ~ ~ ~ , ~ ..... ~ ~ ~ ~ ' ~ , i i REMOVE EXI~NG ~ ~ ~ I REMOVE EXISTING ' I I I ' Sk0~[ 4:12 ~ FOR ~k k0~0~S & o~m[s. ~ ~ ~PATCH TO ~TCH ~l PEN~TIONS AS .,ou,,,~ .~ .,. ~co,, w~ ,~. ~ ¢~x~ , UNDER~ENT · ARCHITECIU~ . m m SHmN~LES mN ~mN~ W)TH ~m~N~ (~P,) gF.m , m ~CHI~CTU~L SHINGLES IN ~ ~ 6" GU~ER (~.) KIND WITH EXI~ING (~P.) 0 ~ 8-28-08 ISSUED FOR D.O.H. SUBMISSION m A~ EXI~NG WALL m ~ E.F, PEN~TmONS lO m ~ E.F~ REiN U.0.R. ~ REUOVE EXlS~N¢ ~H~SI F~ _.: .... /N /X m , EBO~ ~ISTING o ~ 0 ~}TING / ~ A~L~'~ F~ SLOPE 4:12 m m I ' SPIRE "I T C A 0 ~LOPE 4:12miO ~ , THOMAS CAMPIGLIA, ARCHITECT, PLLC o , o STERLING MANAGEMENT, INC, m ROOF SLOPE (~,} m m m CONSULTING ENGINEERS ~ DOWNSPO~ (~P.) CONSULTANT PROPOSED ROOF PL~ "A" SC~E: 1/8" = P-0" SLOPE DIAG~ NORTH SCA~E: 1/~'1: 1'--0" KEY PLAN CL. :3: h- PATIO H 20'-6" LIN LIN LIN LIN BED UNIT SI-BED DEMENTIA UNIT ENTRY XISTING !OP~'0" UNIT LIN 50-BED NURSING UNIT PROPOSED FIRST FLOOR DIMENSION PLAN "A" SCALE: 1/8" - 1'-0" NOTE: REFER TO ENLARGED PAR[IN_ PLANS FOR DETAIL DIMENSIONS· SHEETS A-110, A-111 WING 'A' (NO WORK N.I·C.) REF. NOR~rl KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE PROPER~Y OF Thomas Campiglia Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITrEN AUTHORIZATION OF Thomas Campiglia Architect. PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglio, Architect, PLLC. (~}CopyNght 2006 Thomas Campiglie Architect, PLLC, DBA. TCA ARCHITECTURE 9-10--08 ISSUED FOR D.O.H REVIEW, PARI~AL SET 8-26-08 ISSUED FOR BID 8-26-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D·O,B FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PRO~JECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE~ MEZT~N1NE NEWYORK, NY 10016 TEL. NO. (212) 686-1855 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC, 2 PARK AVEN U E, MEZZANINE NEW YORK, NY 10016 Tel. (212) 245-6300 Fax. (2]2) 765-8511 hl~p'//ww~ sterlingnyc corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL, NO· (631) 592~2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D.O.H,/C.O,N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-o6-o8i DRAWING FIRST FLOOR DIMENSION PLAN 111 SEAL SHEET NUMBER 0~ 1l a 08 OB DM eOQ OB OB-- 0M 14 %1 %1 %1 LIN LIN OM ®CW ?' CWe %1 %1 LIN 3r %1 %~ DM ',r'~' ~® D2 D2 WP WALK-IN FREEZER BOX © D2 D2 02 D2 0 D2 2Q %1 %1 DENOTES CUBICLE CURTAIN TRACKO%P.) SEE DETAIL 10/A-502 FOR ADDBONAL INFORMA~ION AND DETAIL G %1 SI-BED DEMENTIA UNIT WP ~,. WP WP EXIS~NG PORCH LINER DIFFUSER/ AIr SEE (H) DWG'S FOR ADDT'L PATIO eCW S' I ~ %~ %1 5P II 5[ ~W OM %1 %1 OB %1 %1 %1 %~ 14 E~D OM CL %1 %1 W 50-BED NURSING UNIT DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER'fY OF Thames Campigllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITfEN CONSENT OF TCA ARCHITECTURE, Thames Campigli~, Architect, PLLC. (~Copyright 2008 Thomas CamplgEa Architect, PLLC. DBA, TCA ARCHITECTURE 10-08-08 9-10-08 8-28-08 ADDENDUM #1 ISSUED FOR D.O.H, REVIEW, PARTIAL SET ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, 'iNTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1856 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE' NEW YORK, NY 10016 Tel: (212).245-6300 Fax (212) 765-8511 http://ve~w.sterling nyc.co m CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL NO (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT CEILING CONSTRUCTION NOTES: 1. REFER TO SHEET AN-02 FOR LIGHTING FIXTURE SCHEDULE/LEGEND. 2. REFER TO DETAILS SHEET. DRAWING A-502, FOR ADDITIONAL INFORMATION. 5. REFER TO MILLWORK DRAWINGS FOR UNDERCABINET LIGHTING. 4. REFER TO ELEVATIONS FOR ADDITIONAL SOFFITS. 5. ALL CEILINGS ARE 8'-2" +/- A.Fht. U.O.N. & GWB-SOFFITS 6. DROP CEILINGS AS REQUIRED FROM EXISTING TRUSSES TO ACHIEVE NOTED CEILING HEIGHTS WITH BLACK IRON, CLIPS, CHANNELS, ETC. 7. ALL CEILINGS SHALL BE 5/8" ~P "X" GYP. SD. U.O.N. 9. ALL BATHROOM, TOILET ROOM, AND TUB ROOM CEILINGS TO RECEIVE ~" T~PE "X" W.R. GYP. SD. WITH PAINT. REFER TO FINISH PLAN. 10. GYP. SD. SOFFIT AND FASCIA TO BE PROVIDED OVER ALL UPPER CABINETS. REFER TO DETail 6/A-502 11. ALL EXISTING EXIT SIGNS TO REPLACED WITH NEW AS PER SCHEDULE IN ADDITION TO ANY SHOWN ON THIS DRAWING. 12. PROVIDE DIMMER SWITCHES FOR DOWNUGHTS IN CONFERENCE ROOMS ADDITIONAL NOTES: NOT~S: esp CONCEALED TYPe SPRINKLER HEADS. REFER TO ENGINEERS DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION PLAN NOTES: REMO~ ,flID REPLACE EXISTING UGHT RX1URE AND SWITCH WITH EXPLOSION PROOF LIGHT AND UG~T SWITCH. PROPOSED FIRST FLOOR REFLECTED CEILING PLAN "A" SCALE: 1/8" - 1'-0" WING 'A' (NO WORK N.I.C ) ® REf. NORTH KEY PLAN ,?;,' TRUE NORTH DRA~NG PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED '[NC DATE 10-08-08 FIRST FLOOR REFLECTED CEILING PLAN O1 SEAL SHEET NUMBER ( DEMOLITION (&, NORTH ELEVATION SCALE: 1/8" = 1'-0" -- NEW SCHEDULED LIGHT FIXTURE PROPOSED NORTH ELEVATION SCALE: 1/8" = 1'-0" DEMOLITION EAST ELEVATION SCALE: 1/8" = 1'-0" Psc RpPOSED EAST ELEVATION : 1/8" = 1'-0" NEW SCHEDULED LIGHT FIXTURE ELEVATIONS LEGEND/KEY NOTES ® ® ® ® SAW CUT EXISITING MASONRY WALL TO ACCOMODATE NEW PTAC UNIT, COORDINATE OPENING SIZE WITH ENGINEERING DRAWlNGS. REFER TO DETAIL 4/A-502 EOR ADDITIONAL INFORMATION +/- 42"X16" ARCHITECTURAL LOUVER (WP.) REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. CONTRACTOR TO SAW CUT EXISTING MASONRY AND PROVIDE GALVINIZED STEEL LINTEL PER DETAIL 4/A-502 S~W CUT EXISITING MASONRY WALL TO ACCOMODATE NEW WINDOW/DOOR. COORDINATE OPENING SIZE AND LOCATION WITH CONSTRUCTION AND DIMENSION DRAWINGS. PROVIDE DECORATIVE EIFS TRIM AROUND WINDOW AND DOOR OPENINGS. TRIM PROFILE, TEXTURE, AND COLOR T,B.D. PROVIDE DECORATIVE EIFS TRIM. ALIGN WITH BOTTOM OF WINDOW OPENINGS. TRIM PROFILE, TEXTURE, AND COLOR T.B.D. PROVIDE NEW GABLE ROOF OVER EXISTING, DETAIL TO FOLLOW SAW CUT EXISTING MASONRY WALL TO ACCOMODATE INSTALLATION OF NEW ARCHITECTURAl LOUVER, G.C. TO PROVIDE STEEL LINTEL AS REQ'D (WP.) DEMOLISH EXISTING WINDOW TO MASONRY OPENING. PROVIDE NEW MASONRY INFILL AS REQUIRED NEW ARCHITECTURAL LOUVER (TYP.) REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. CONTRACTOR TO SAW CUT EXISTING MASONRY AND PROVIDE GALVINIZED STEEL LINTEL AS REQUIRED PROVIDE NEW MASONRY INFILL AND FINISH TO MATCH EXISTING AS REQUIRED DENOTES LOCATION OF EFIS SYSTEM DENOTES LOCATION OF MASONRY INFILL TO ACCOMODATE NEW WINDOWS AND PTAC UNITS. COORDINATE EXACT LOCATIONS WITH CONSTRUCTIOF AND DIMENSION PLANS NOTES: 1. REFER TO CONSTRUCTION PLAN AND WINDOW SCHEDULE FOR ALL WINDOW ~PES AND SIZES 2. REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR ALL DOOR ~PES AND SIZES 5. EFIS TRIM DETAILS. COLOR, TEXTURE, T.B.D. 4. EXISTING NOI~H ELEVATION GUARD RAILS OMRTED ON PROPOSED ELEVATION FOR CLARIS. THEY ARE TO REMAIN 5. ALL EXISTING COLUMNS ON NORTH FACADE ARE TO BE STRIPPED AND PREPARED TO RECIEVE NEW PAINT FINISH TO MATCH EXISTING 6. ALL EXISTING FASCIAS AND SOFFITS ARE TO BI STRIPPED AND PREPARED TO RECEIVE NEW PAINT FINISH U.O.N. 7. EXISTING G~TERS TO BE REMOVED AND REPLACED WITH NEW THROUGHOUT (PHASE 1 & 2 ONLY). REWOke EXISTING (PHASE 1 & 2 ONLY, WP.) ® REF NORTH WING 'A' (NO WORK NJ.C.) PHASE 2 EAST WING NORTH KEY PLAN PHASE 1 WEST WING DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF Thomos Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL DE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomos Complglio Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect, PLLC. (~) Copyright 2008 Thomos Compiglia Architect, PLLC. DBA. TCA ARCHITECTURE 10--08-08 ADDENDUM #1 9-10-08 ISSUED FOR D.O.H. REV1EW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D,O,H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTUi~'E, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NON YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-85I 1 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORKr NY 10016 Tel: (812) 245-6300 Fax: (212) 765-8511 hltp:/hwvw sterhngnyc,com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 TEL. NO. (631) 592-2573 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NORTH D,O,H,/C,O.N, NO. 071038-H PROJ. NO. 16209 SCALE kS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRAWING DEMOLITION AND PROPOSED BUILDING ELEVATIONS A-30 SEAL SHEET NUMBER Il Ir Ii (~)DEMOLITION ~ SOUTH ELEVATION SCALE: 1/8" = 1'-0" L ................... ~. ........... J Lr___J % CAST IN PLACE CONCRETE PATIO AND pARAPET. (~PROPOSED SOUTH ELEVATION SCALE: 1/8"= 1'-0" ~ L------JL------J ~ (~DEMOLITION WEST ELEVATION SCALE: 1/8"= IL0" PROPOSED WEST ELEVATION SCALE: 1/8" = 1'-0" WING 'A' (NO WORK N.I.C.) REF, NORTH PHASE 2 EAST WING  PHASE 1 WEST WING NORTH KEY PLAN ! I i I ORAWINCS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRRTEN AUTHORIZATION OF Thomas Compi91io Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect. PLLC. (~Copyright 2008 Thomas Campiglio Architect. PLLC. DBA. TCA ARCHITECTURE 9--10-08 ISSUED FOR D.O.H, REVIEW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO. (212) 666-1658 FAX NO (212) 765-8511 I RROJECT MANAGERS: STERLING MANAGEMENT, INC. 9 PARK AVENUE, MEZZANINE- NEW YORK, NY 10016 Tel: (212) 245-6300. Fax (212) 765-8511 ht[p ://w~wv.st erlin gnyc cam CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL, NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT  D.O.H./C.O.N. NO. 071038-H PROJ. NO. 16209 ,, ,,' SCALE AS NOTED '¢?, CHECKED TNC · R DATE 10-08-08 DRAWING DEMOLITION AND PROPOSED BUILDING ELEVATIONS _2 i° SEAL SHEET NUMBER DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Cempiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRllTEN CONSENT OF TCA ARCHITECTURE, Thames Campiglia, Architect, PLLC. (~Copyright 2008 Thomas Camplglla Architect, PLLC. DBA. TCA ARCHITECTURE (~)DEMOLITION ~ ELEVATION in PROPOSED ELEVATION SCALE: 1/8" = IL0" -- ~ SCALE: 1/8" = 1'-0" 9-10-08ISSUED FOR D.O.H. REVIEW, PAR11AL SET ~ ~ 8-28-08ISSUED FOR BID I 8--12--08 ISSUED FOR D.O.B. FILING NO. DATE REASON FOR ISSUE 61700 ROUTE 48, GREENPORT, NY 119~ ~DEMOLITION ~ ELEVATION ~ PROPOSED ELEVATION -- ~ SC~E: 1/8" = 1'-0" SC~E: 1/8" 1'-0" TCA ' ~ ~ THOMAS OAM~I~LIA, A~OHIIEOl, PLLC JAMES, ~SA~ CONSULTING ENGINEERS ~DEMOLITION ~ ELEVATION ~ ~ PROPOSED ELEVATION -- ~ SC~E: ~": ]'-0" TEL NO. (631) 592-2673 F~ (631) 592-2673 SC~: 1/8" ~ ~ ~ ~ '~ , ~, , ~ D.O.H./C.O.N. NO. 071038-H j ELEVATIONS DEMOLITION ~ ELEVATION ~PROPOSED ELEVATION EAST WING ~..O~T~ KEY P~N Ti TI i PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE ' . ~,- ' t . ~-- ~ '~ .... ~ ~~ I,~ ~ 61700 ROUTE 48, GREENPORT, NY 11944 - ~:/~ ~~~ ~~ .......... ~ .... ~ .... ' " T C A - ~3 C} . ~,1~ ~ r XA OF ~ D / ~': -- CONSULTING ENGINEERS - ~ ~ _: ll OVAL DRIVE, SUITE 129, *S~NDIA, NY 11749 - > 4 -BED NURSING UNIT> CONSULTANT TEL/POP.DATA PL~ LEG E N D sc~E: 1/8''= 1'-o" ~ ~ (FOR COMPUTER TERMINAL) NOT TO EXCEED FOUR (4) ,/, I REF i i ! 1, LIN LIN BED UNIT LIN B 51-BED DEMENTIA UNIT / ( 36' 36' 36' COPIER LAlERgL Rle CABINET 18' DEEP x XX' LONG. ~ (IYP[C3L, UNLESS OTHERWISE NOTED.) X~ ~NUMBER OF DRAWERS I -LENGTH ] PEDESTAL 18" DEEP x 15" WIDE LU& LRE5 UNDER COUNTER REFRIGERATOR FULL HEIGHT REFRIGERATOR STOOL CONFERENCE TABLE PUBLIC TELEPHONE AND BOOTH FURNITURE/EQUIPMENT LEGEND EXECUTIVE DESK W/CHAIRS DESK W/CHAIRS 48" DIAMETER CONFERENCE TABLE WITH CHAIRS DIAMETER CONFERENCE TABLE WITH CHAIRS RESIDENT BED With over BED TABLE GUEST CHAIR FOR RESIDENT ROOM AMOIRE/CLOSET WITH DRAWER DRESSER/NIGHTSTAND COMBINATION With LOCKABLE TOP DRAWER FOR PERSONAL BELONGINGS PACKAGE TERMINAL AIR CONDITIONING UNIT. REFER TO ENGINEERING DRAWINGS DINING TABLE WITH CHAIRS DINING TABLE WITH CHAIRS LOVE SEAT LOUNGE CHNR TELEVISION WITH STAND 42 42 WALK-IN FREEZER BOX o LIN LIN 16 BED UNIT CL NOTES: 1. FOR PLUMBING FIXTURES, SEE SHEET AN-02. 2. FOR TOILET ACCESSORIES LEGEND, REFER TO SHEET A-603. - MEDICN. RECORDS STORAOE UNIT BY FURNrIURE VENDOR 42" a BNTRT EXISTING PORCH k 14 BED UNIT LIN 50-BED NURSING UNIT FURNITURE FLOOR PLAN SCALE: 1/8"= 1'-0" WING 'A' (NO WORK N.I C.) REF. NORTH EASTW NG-//h r'' ' WE~T' IG NORTH ' KEY PLAN DRAWINGS & SPECIFICATIONS 4S INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRRTEN AUTHORIZATION OF Thomos Compiglie Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomos Camplglio, Architect, PLLC. (~) Copyright 2008 Thomos Complglio Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FORD.O.H. REneW, PAR~AL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT'~ANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE. MEZZANINE NEW YORK, NY 10016 TEL. NO. (212} 686-185D FAX NO (212! 765~8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC, 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 Tel' (212) 245-6300 Fax: (212) 7~5-~511 http'/h,wwv.sterlingnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO (631) 592-2673 FAX (63I) 592-2673 CONSULTANT CONSULTANT TRUE NORTH D.O.H./C.O.N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED THC DATE 10-08-08 DRA~NG FURNITURE AND EQUIPMENT FLOOR PLAN A-402 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Cempiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR [N PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF 3homes Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE OTHER CONSTRUCTION WITHOUT THE WRRTEN CONSENT OF TCA ARCHITECTURE, Themes Campigl[e, Architect, PLLC. B~D EEO DOUBLE ~M ~~ ~< ~ CR : ~ ~ ...... --- ........... ~ BATH EM 8--28-08 ISSUED FOR BID BATH EB ,;'; ~ , ~, I~ : ~ ~ ~ 8--12--08 ISSUED FOR D.O,B. FILING " 61700 ROUTE 48, GREENPORT, NY 11944 ~ ~ ..... 5 ..... ~ ~ ARCHITECTURE, IN~R~ORS, PROJECTMA~GEME~ 1135 ~ ~ 0 ~ C'GR'-2 ~'~-~J ~:~/ ).~j ~ 0 J ~ O~ ~ T~T1 ~ ~ TEL. NO.(212) 686-1858 FAX NO. (212) 765-8511 ~ED RM i C ] j r ~ 2 PARKAVENUE, MF77ANINE NmYORK, NY 10016 ~ED RM II J ~ ,,, __ ~ ____ _~ ~ llOVALDRIVE, SUITE129, IS~NDIA, NY11749 ~ ):,, ,,¢, ~ TEL NO (631) 592-2673 F~ (631) 592-2673 ~ F~SHES PLAN ~ ~ ~ CORNERS. (~P.) SEE D~AIL 5/A-801. ALL W~ PN~ TO BE P-1 V.O.N. ~ ~ ~ DENOTES FINISH ~PE (REFER TO FINISHES SCHEDULE IN ENLARGEDsc~: ~/a81 = 1'.0" PART~L FINISH PLAN ~ E~ARGEDsc~: us,,: ,,.o,, PARTIAL F~SH PLAN[[00R"~[ ..,~...,s. ~,~.--~o~.. KEYD~ LAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI3TEN AUTHORIZATION OF Thomos I ~ ~ , ~ ~ ~ ~ , (~Copyrlght 2008 Thomes Compiglio Architect, PLLC. ~ ~~ ~ ~ ~ l ..__~ ~ ~ l ~~ ~ [ ~ ~~ l~[~! l[ ~ l r~ ~ ~ ~ I l ~ :-2~-~ I:~UED FO~ BID L[~ ~ ~ RENOVATIONS TO: I 6~ 700 ROUTE 48, GREEN PORT, NY 1 ~ 944 ' -' ~ ~ .... ~ .... [~ ~ ' - .... ~ iTCA ---]~--- .,;,;- 3 --Tt~ ..... ~ ~~~}~ ~~~~ ........... ~~z~ ~ ..... ~ .... ~___ i,~, ~ ,, ~ [ [z:~ r STERkING MANAGEMENT, INC. II. II'l - ~ ~ ~ %" , ~-'~ / / Z I] ~ ~ ~ ~ Il: ~ :,IR ?,,,. ~ ~ /,. I ~_ ~ ~ .... .. ---~{~-- /. : ~ [ ,,:, ,,, . JAMES, LASA~ ~ .......... ~ ~ ............ c-- ~l ~ ~ .... ~B=---~ --~ ........ ' '-__ ~ ~ __/ ,. ...... CONSULTING ENGINEERS Il [I - I ~ ENTRY h : ~ ~ II Ii I1~ I [ ~ i~~ i I -- --~ ................................ L: ............... [: I I ~ [ CONSULTANT ~ 51-BED DEMENTIA UNIT~ ~ < ~0-BED NURSING UNIT ~D~;~L D~ ~IP ) WING 'A' MlkkWORK ~ ~. ~o:,. KEY PLAN DOOR NOTES: 1. ALL EGRESS 2. 3. DOORS SHALL SWING IN DIRECTION OF EXIT TRAVEL. HARDWARE SHALL ALLOW CONTINUOUS EGRESS AT ALL TIMES. ALL RATED OPENINGS SHALL HAVE WELDED FRAMES AND APPROPRIATE RAISED/RIVETED LABELS. ALL RESCUE DOORS/ FRAMES TO RECEIVE CONT. SIGHT SEALS INTEGRAL W/DOOR (TYP.) ALL DOORS LOCATED WITHIN A DOOR WIDTH OF AN ABUSING WALL SHALL RECEIVE WALL STOPS. 5. SADDLES. A. ALL DOORS AT TRANSITIONS BETWEEN CARPET AND NON-CERAMIC FLOORING SHALL RECEIVE SADDLE TYPE S-1. B. ALL ALUMINUM AND GLASS VESTIBULE DOORS SHALL RECEIVE SADDLE TYPE S-2. C. ALL DOORS AT TRANSITIONS BETWEEN CERAMIC TILE AND NON FLUSH ADJACENT FLOORING SHALL RECEIVE SADDLE TYPE S-4. 6. AT ALL DOORS AT TRANSITIONS BETWEEN VCT& CONCRETE FLOORS INSTALL MANUFACTURER'S STANDARD VINYL REDUCER STRIP. 7. (INTENTIONALLY LEFT BLANK.) H.M. DOORS SHALL BE SHOP PRIMED AND SHALL RECEIVE A FIELD APPLIED PAINT FINISH. HINGES SHALL BE USP. 9. AT WOOD DOORS THE TERM PAINT MAY MEEN EITHER PAINT OR STAIN. SEE INTERIOR DESIGN DRAWINGS FOR SPECIFICATIONS A. WHERE WOOD DOORS ARE TO BE STAINED, SUCH FINISH SHALL BE FACTORY APPLIED. HINGES SHALL BE US26D. 10. SEE CORRIDOR INTERIOR ELEVATIONS FOR KICK PLATE INFORMATION IF APPLICABLE. 11. TYPICAL DOOR UNDERCUT NOT TO EXCEED 1/2" (MAX.) 12. ALL ELECTRIC STRIKES SHALL FAIL IN THE OPEN POSITION AND SHALL BE OF A TYPE APPROVED BY THE LOCAL BUILDING AND FIRE AUTHORITIES HAVING JURISDICTION. 1.3. SEE DOOR SCHEDULE FOR FIRE RATING, LABEL ACCORDINGLY. A LABEL = 5 HOURS B LABEL -- 1 1/2 HOURS C LABEL = 3/4 HOURS D LABEL = 1/3 HOURS 14. (INTENTIONALLY LEFT BLANK.) 15. REFER TO DRAWING A-501 FOR DOOR HARDWARE 16 (INTENTIONALLY LEFT BLANK.) 17 (INTENTIONALLY LEFT BLANK.) 18. ALL LABELED DOORS TO RECEIVE SURFACE MOUNTED CLOSER MOUNTED ON NON-PUBLIC SIDE OF DOOR (TYP.) 19. ALL DOORS & DOOR FRAMES TAGGED (EXT) SHALL BE EXIST. TO REMAIN, PATCH AND PAINT AS REQUIRED TO MATCH NEW. V.I.F. DOOR LABELS AS NOTED HEREIN OR REPLACE AS REQUIRED TO ENSURE FIRE LABEL REQUIRED. PROVIDE NEW HARDWARE/ADA COMPLIANT/CLOSERS IN KIND, PROVIDE PANIC HARDWARE/EXIT DEVICE @ ALL EXTERIOR EGRESS DOORS. FRAME. DOOR OPENING. --GLAZING. 'APPLIED STOP. {~TYPICAL JAMB @ BORROWED LITE CENTER POST I WIDTH I AT INTERIOR WIDTH FOR DOUBLE DOORS II 1/4" INSULATED II TEMP II RAISED PANEL DOOR -- DINGLE EXTERIOR DOOR WITH GL OUBLE EXTERIOR DOOR WITH GL HARDWARE DESIGNATION .SINGLE DOOR (RESDENTS ROOM) - 2 PAIR BUFFS - LOCKSET ND105 - DOOR STOP AS REQUIRED - COAT HOOK - SILENCERS CLOSET / STOREROOM - 1 ~ PAIR BU~FS - CLOSET LOCKSET 6NDSOPD - DOOR STOP AS REQUIRED - SILENCERS DOUBLE DOORS (CLOSET) - 3 PAIR BUTTS - 2 LOCKSETS NDGOPD - DOOR STOPS AS REQUIRED --SILEN- SILEN S'iDINGoBoR POCKS_ ................... ~S: HAWA-JUNIOR 160/A ~ COMPONENTS: 407.B7.XXX ) ~: 9~]66001001929- RUNNING GEAR: 941.60.012 ~ -FLOOR GUIOE: 941.60.031 ~ .-TRACK STOPPER: 941.60.041 ~ -WALL BUFFER: 941.60J351 _SINGLE DOOR (PRIVATE BATHROOM) - 1 ~ PAIR BU~'S - PRIVACY SET ND53PD - DOOR STOP AS REQUIRED - SILENCERS SMOKE DOORS (CROSS CORRIDOR) (DOUBLE EGRESS) - ,3 PAIR Bu'n-s - 2 PUSH PLATES - 2 DOOR PULLS - 2 CLOSERS 7500 2 MAGNETIC HOLDER EM998 (WALL MTD.) 2 ASTRAGAL SEAL SILENCERS G SINGLE DOOR 1 1~ PAIR BUffS OFFICE LOCKSET ND5OPD DOOR STOP AS REQUIRED d ~ (RE-WORK EXISTING DOORS WITH NEW .HARDWARE) 1 ½ PAIR BUff RIM EXIT DEVICE 43-63-8804 X 864 CLOSER UNI - 7500 HEAD & dAMB WEATHER STRIPPING - DOOR SEAL dl EXTERIOR EGRESS (NEW DOORS) - 1 ~ PAIR BUFFS - RIM EXIT DEVICE 45-6`3-8804 X 864 - CLOSER UNI - 7500 - HEAD & JAMB WEATHER STRIPPING - DOOR SEAL K _EGRESS DOOR - 1 1~ PAIR BUTTS - LOCKSET ND55PD - CLOSER 7500 - DOOR STOP AS REQUIRED - SILENCERS HARDWARE SCHEDULE LIST OF MANUFACTURERS: RE: SPECS FOR ~DDITIONAL INFO. HINGES LOCKSETB CLOSER(SLIDE TRACK) OVERHEAD STOP SILENCERS DUSTPROOF STRIKE CASKETING DOME STOP SLIDING DOOR LOCK EXIT DEVICE DOOR OPERATOR INFRARED SENSOR POWER SUPPLY WALL SWITCH PUSH BUTTON LOCK SLIDING DOOR TRACK WALL STOP PIVOTS SADDLES DOOR TRACK ASTRAGAL SEAL PULLS COAT HOOK - STANLEY - SCHLAGE - SPARTA - GL'iNN JOHNSON - GLYNN JOHNSON - GLYNN JOHNSON - ZERO - GLYNN JOHNSON - WALL STOP - ADAMS RITE - VON DUPRIN - NORTON - OPTEX - PRECISION - NORTON - ILCO UNICAN - STANLEY - ROCK WOOD - RIXSON - PEMKO - VARIES - STANLEY - TED - TBD - TBD W FIN, EL. LINE TYPICAL BORROWED LITE ELEVATION FIN. FL. LINE BL-1 BORROWED LITE ELEVATION w SCHEDULED COUNTERTOP FIN. FL. LINE BL-7 BORROWED LITE ELEVATION BORR .WED LITE ELEVATIONS SCALE: 3/8"=I -0 DOOR WIDTH RE: WALL TYPES (~ TYPICAL DOOR FRA~v~ METAL ~AME RE: WALL ~PES CENTER POST FOR DOUBLE DDORS COORD. W/ AS REQ'D, TO AVOID CONFLICT. RE: WALL TYPES GLASS DOOR WIDTH . 2'-10" WALL ~PES (~) TYPICAL DOOR FRAME WITH SIDELITE SEE FIINISH PLAN FOR FLOOR FINISH · DOOR FRAME~ BEYOND. VCT~ ~r~ BUILT-UP FLOOR WITH SKIM COAT TO BE FLUSH WITH SADDLE. ~Y4' THICK CERAMIC TILE. SECTION VIEW GYP. BOARD ~ PARTITION. H.M DOOR FRAME. SA RAMPED BARRIER FREE SADDLE NOT TO SCALE , I /-- BUILT-UP FLOOR // WITH SKIM COAT /¥ TO BE FLUSH WITH ' , SADDLE. I "PEMKO" ALUMINUM 4" , ADA RAMP THRESHOLD. (TYP.) PLAN VIEW _E;~TERIOR INTERIOR SCHEDULED , DGOR SILICONE SEAL PANIC SADDLE. INSERT. , 3 1/2" SI ~ I FLASHING. ~ S-3 ALUMINUM SADDLE NOT TO SCALE BORROWED LITE SCHEDULE TAG OPENING FRAME GLASS SILL # W H HGT. MAT'L. FIN. RATING THK. EL-1 2'-6" 4'-0" 3'-0" MTL. PT. 20 MIN. 1/4" JE~P~bLL FJR-E, RATED-ONE WAY .MIERIORED GLAS,~ BL-2 3'-6" 4'-0" 3'-0" MTL. PT. 1/4" TE~IPER'~D BL-3 4'-0" 4'-0" 5'-0" MTL PT. 1/4" TEMPERED BL-4 2'-4" 4'-0" Y-O" MTL PT. 1/4" TEMPERED BL-5 2'-6" 4'-0" 3'-0" k, ffL. PT. 1/4" TEMPERED BL-6 3'-0" 4'-0" 3'-0" MTL. PT. 1/4" TEMPERED EL-7 3'-0" 4'-0" 3'-0" MIL. PT. - 1/4" TEMPERED NO BO~70M FRAME B0 OWED LITE SCHEDULE ~,~/,] NOT TO SCALE .2"- 2" DOOR WIDTH DOOR WIDTH HOLLOW METAL FRAME. (~ TYPICAL DOUBLE EGRESS FRAME RE: WALL TYPES (~ TYPICAL DOOR FRAME METAL FRAME RE: WALL TYPES FRAME TYPES SCALE: 3/8" = lU0" EXTERIOR SCHEDULED DOOR. WEATHER,SEAL. / INTERIOR  MILL FINISH ALUM. SADDLE. FINISHED FLOORING WHERE SCHEDULED. S-2 INTERIOR TO EXTERIOR SADDLE NOT TO SCALE SCHEDULED DOOR. FINISHED- FLOOR. NOTE: NOT ALL SADDLE DETAILS WILL BE USED FOR THIS PROJECT MILL FINISH ALUM. SADDLE. S-1 CARPET SADDLE NOT TO SCALE SADDLE DETAILS k,,,~}NOT TO SCALE SCHEDULED -- INSULATION PARTITION. SEE PARTITION WPES. (WP.) APPLIED IPTN WIDTH PLUS 1%1. (~TYPICAL HEAD @ BORROWED LITE H.M. FRAME. APPLIED STOP:~ H.M. FRAME. INSULATION - SEE PARTITION TYPES. r ~:~ 5/8"- > , TYPICAL JAMB ET. ~ BORROWED LITE EXISTING HOLLOW METAL FRAME, -- W DOOR OPENING. TYPICAL JAMB & HEAD @ EXISTING WALL SCALE:Y'= 1'-0" HOLLOW M~TAL FRAME. JAMB ANCHOR. DOUBLE METAL STUDS. GYPSUM WALL BOARD. TYPICAL JAMB & HEAD @ (~1~ DOUBLE EGRESS DOORS SCALE: 3" = 5/8" DOOR OPENING. HOLLOW METAL FRAME. JAMB ANCHOR. DOUBLE METAL STUDS. GYPSUM WALL BOARD. DOUBLE LAYER '-- 5/8" DOOR · OPENING. TYPICAL JAMB & HEAD @ 2 HR. RATED WALLS SCALE: 3" = 1'-0" HOLLOW METAL FRAME. JAMB ANCHOR. - DOUBLE METAL STUDS. GYPSUM WALL BOARD. -- W 35/8" DOOR OPENING. TYPICAL JAMB & HEAD @ (~ NON-RATED 1HR. RATED WALLS SCALE: 3" = l'-0" HEAD AND DETAILS 114" Ti (SAFE~) GLAmNG WIDTH 'SEE PLAN FOR LOCATIO~ & SLIDING LEAVES CLEAR. SLIDING GLASS DOOR TEMF WIDTH GLASS. , WIDTH %xZT' n I 1JI I I~1 [] I- 4-/J/- m (~ SINGLE FRENCH DOOR (~ DOUBLE FRENCH DOOR WIDTH 8"8"8" (~ SINGLE DOOR WITH GLASS (~ DOUBLE DOOR WITH GLASS WIDTH I I I I~POCKET DOOR WIDTH WIDTH ,~, / / / x, x. / (~SINGLE (~DOUBLE DOOR ELEVATIONS NOT TO SCALE DOOR SCHEDULE DOOR DOOR DOOR OPENING FRAME RATING LABEL # ~'PE [HICKNESS MATERIAL :INISH WIDTH HEIGHT [YPE MATERIAL FINISH (HR) REMARKS 1 A 1 3/4" WD CLR 5'-8" T-0" FT1 HM PAINT 2 A 1 3/4" WD CLR 2'-0' T-O" ET1 Ha PAINT 5 B 1 3/4" WD CLR 3"-0" 7'-0" _ ( FRAMLESS SOLID CORE WOOD POCKET DR, MAPLE FINISH, - - FRAMELESS, RE: DETAILS A1 & A2/A503 FOR FRAME, HEAD & JAMS T-0" FI4 HM PAINT ~ ~ 4 AA 1 3/4" WD DLR 2 5 AA I 3/4" WD CLR 2 3'-0" 7'-0" F'rt HM PAINT 1.50 H.R. 6 A 1 3/4" WD CLR 5'-0" T_O" FT1 HM PAIHT 7 A 1 3/4" WD DER 2'-6" T-0" FT1 HM PAINT 1.50 H.R. 8 CC WD/GL CLR (2)3'-6" T-O" ET2 HM PAINT 0.75 H.R. DOUBLE EGRESS DOOR W/ WIRE GLASS LITES 9 F 1 3/4" HM/GL CLR 5'-0" T_O" FT1 HM PAINT - - - RE: DETAILS A3 & A4/AS03 FOR FRAME. HEAD & JAMB 10 E ~ ~ ~ ~ T-o" mENCH STYLEZSLIDINq/TEMPERED GLASS DOORS, ~, ~ ~ ALUM~.~ ~ ~"'" J FRENCH S~7LE-SLIDING/TEMPERED GLASS DOORS, ~ E 1 S/4" ALUM/GL CLR 7'-0" T-O" ALUM RE: BETAILS B1 &. B2/A50~. FOR. FRAME. HEAD & JAMB. DOUBLE EGRESS DOOR 12 A 1 3/4" WD CLR 2'-6" T-O" FT1 HM PAINT 13 AA 1 3/4" ~D CLR (2)2'-6" 7'-0" FT4 HM PAINT 14 D ~ 3/4" ~,LUM/GL CLR 3'L0'' 7'--0" ET1 ALUM 1.50 H.R. FRENCH STYLE/TEMPERED GLASS DOOR 15 FF 1 3/4" HM/GL CLR (2)3'-0" 7'-0" ET4 HM PAINT FRENCH S~'LE/TEMPERED GLASS DOOR, NEW DOOR TO MATCH EXITING EXTERIOR DOORS 16 A 1 3/4" ~/D CLR 3'-0" T-0" ET1 HM PAINT 0.75 H.R. 17 A 1 3/4" WD CLR 3'-0" T-O" FT3 HM PAINT W/ GLASS SIDELiTE, RE: BORROWED LIGHT SCHD. EXISTING DOOR & FRAME TO REMAIN, EXT EXIST .... EX~ST - - PATCH. PAINT AS REQUIRED TO MATCH EXISTING DOOR SCHEDULE NOT TO SCALE DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERS( OF Thomes Compiglle Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITi'EN AUTHORIZATION OF Themes CempiglM Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomes Cempigli~, Architect, PLLC. (~) Copyright 2008 Thomos Compiglle Architect, PLLC. DBA. TCA ARCHITECTURE ADDENDUM ~1 ISSUED FOR D.O.H. REV1EW, PARTIAL SET ISSUED FOR BID ISSUED FOR O.0.H. SUBMISSION ISSUED FOR D.O.B. FILING REASON FOR ISSUE PROdECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INI~RIORS, PF~JECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MEZT~ANINE NEW YORK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 766-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tek (212) 245-6300 Fax: (212) 765-8511 http:/N~w.sterhngnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT 3~UE NORTH D.O.H./C.O,N. NO. 071038-H 'ROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-0B DRAWING DOOR SCHEDULES, DOOR TYPES AND DETAILS A-501 SEAL SHEET NUMBER EXISTING EFIS BACKSTOpTM SYSTEM MASONRY / AS SCHEDULED DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF  ~ PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE Mw~SONRY SYSTEM EFIS ADHESIVE IN VERTICAL CONTINUOUS FLASHING 1 X6 PAINT GRADE PROPER]'( OF Thomos Compiglio Architect, PLLC. DBA LL NOTCHED TROWEL CONFIGURATION W/SEALANT POPLAR TRIM TCA ARCHITECTURE. EPS INSULATION BOARD NOTCHED TO ACCOMMODATE NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRllTEN AUTHORIZATION OF Thomos HEAD , EFIS FINISH APPROVED SUBSTRATE !-- 6XCX~ LINTEL THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND ' . REINFORCING MESH EMBEDDED IN BASE COAT BACKSTOP SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY ~- ' OTHER CONSTRUCTION WITHOUT THE WRWFEN CONSENT OF --~ONSURFACE(S) TORECEIVESEALANT I ~ m ' :[ ) m' ),i ?,~ m, , i '// EFIS DEMANDIT® OR COLOR PRIMETMz PTAC WALL SLEEVE ~.~r-- ~. 1,_15~i,, 8)4- ~ WALL CLOSED CELL BACKER ROD.AND WEEP . EXTERIOR LOUVER~ CONST.. ABOVE. 2/ 6--1/2' (TYPE 4A) - ~ APPROVED SUBSTRATE TUBES EVERY 600 MM (24). BY OTHERS ~. EFIS DEMANDIT OR ~ / x'x · , BACKSTOP .... , ~. ro COLOR PRIME ON / ~' u~ ~' ~' _' ,' HOII~IE~EFiS FINISHII~ CONFI~RAllOH CONTINUOUS FLASHING, BY OTHERS WRApRECEIVEEF*sSE~LANTD~rA~L // !1 ,'/ ~- --PTAC UNIT __ __ uB~!" (TYPE 4) ~_ Bf~ ~ (SE~ BE.OW) WITH CLOSED CELL '~ 2 LAYERS 1/2" ~ -- -- ~~CONTINUOUS FLASHING. BY OTHERS. TURN UP ~ L4.j . ' i:[J~ ~ ~ DAB~ OF ~ ~)H~ 13 MM (1/2") AT JAMBS - SEE DETAIL BACKER ROD- __ J --~GYP. ED. (TYPE X) ~-* FINISHED FLOOR --"'NLM' EFiS CON PATlBLE SEALANT. By OTH..~S EFIS ADHESIVE IN VERTICAL-- 1 I~ ~AOOUSTIC BA~T INSULATION' :i::::'::: = '~ EPS INSULATION ~a'~ '~ NON-RATED ACCOUSTIC FOUNDATION W^LL~~.:i:: ~ E~E~,S D~NAGE STR,R EMBEDoEDEF'S RE,NFDRC'ND, H BAsEMESHco^T~ EX'ST'NG SLAB :~ ':.i :' ~ '.'~'::~:':'-'5 DEMISINGsc~E: ~/4.-- r-o" PARTITION EFIS FINISH ~ ~ STCRATING=5I · ~ ®~,~A~~~°°~" NON-RATED ACCOUSTIC 2 SCALE: 3" = IL0" SCALE: 1-t/2" = F-ff' SCALE: 1 1/2" = l' - 0" SCALE: 3/4" = l' - 0" USE 4" STUDS BSA CAE# 35-66-SM STC RATING = 51 IO MBEDDED 1~1¥./EXISTINGWITH VINYL CLADDING WALLMASONRY ~ ~ LAMINATED EXT. ! ~;: ri"]--,:r )'1' )II ?, :,, ! ProJect ~ ~~ + %BLOCK WALL ,- RENOVATIONS TO: EFIS ~"-~_ 5/8" GYP. ED. ~ ' SYSTEM ~.~(Wp E X) ~~ T ON SUEFAEES ,0 RE£EIV£ SEALANT ::- --~ --~'~2-1/2" MTL. STUD ~' 3 1/2" FIBERGLASS ~ ~ ms ~ ,. ~..,.~ ~_ _ ~ ~ ...... 8" MIN. APPROVED SUBSTRATE NOICH~D ~ CO~mUP.*~O~ ' VARIES ff_ z z E E'ES E" TYPE O" O" S'DE 5;:;;;;;;MNEsBHO ;MD, ~-'-- %-. XTEND ,0 CEILING ABOVE. EDDED~ 5/4"~" ~BAC~S~D~ OF ~S ' ! 61700 ROUTE 48, GREENPORT, NY 11944 REINFORCII~ I/~ ;;i! FINISHED FLOOR l IN ~ COAT ARCHITECT MASONRY SYSTEM TWO--HOUR RATED uST ov N. T C A sEE,,VE AND,UTES ,AN,, rU .D OUT WALL ¢,, SUOW R /,%INTE 95 P,U TITIOS ~DE/OUTSIDE COENF. R DETAIL (~EIFS DETAIL ~.. GABLE END 3EIFSDETAIL (~JAMBS~/ ,~ALE:, 1/="=,'-0" "X.¢/ ~ =.ESIOH ~o..~1~ A,CH,TE;TURE. ,NTER,ORS. ,ROJEOTM^N^~EMENT SCALE: 1-1/2" = l'-0" SCAt,E: 3" = 1'-0" SC/~LE: 3"= l'-0" STC RATING = 49 THOMAS CAMPIGLIA, ARCHITECT, PLLC , 2 PARK AVENUE, MF~ANINE N~ YORK, NY 10016 ..... '- S IN',  = , / ( ,~ '- STERL[NG MANAGEMENT, INC. 5/8" ~PE 'X" Gyp. / BOARD ~MINATION / :'::5-1 4"~PE 2A ~e1: (212) 245-6300 F~. (212) 765-8511 ':1' -' "'U5 BLocKOVER EXIST.wALL ~ = ~ E.I.F.S APPLIED 5-" / z hRp://~,sterlingnyc.com ~, ~ / ¢ ¢ ,, , ,,,, ¢ ~ , ¢ ' ) ,~ ~,; /ONTO EXIST. ~ ~ ~ " '~" ' ~ ,~ . MASONRY WALL - ~ - ~ m. CONSULTANT .,,ox v~.~,~]% __ : o.~ ~v~, s/v' ~v~SUM = JAMES, LASA~ 2 1/2" MEAL, STUD DIAGONAL ~ ~ ¢ BOARD ~PE X B~CES 4"-0" O.C. SECURED ~ :> m CONSULTING ENGINEERS I ~"," uou~,.~. INTERIOR , ~ ~] EXTERIOR - L ~~~ ~ o 1 ~ ~TED ~TE~OR P~TITION ~ku~. I~hCK (LV. OR CUSI.) ~ D SC~E:3/4"=F-0" ~DESIGN NO. U465 SEE P~N FOR CONFIGURATION. ~~Y w~g DETML ~ 1 ~ ~TED ~TE~OR P~TITION T~ICAI. C~T~ T~CK DET~L G~. BD. SOFFIT/CEIL~G DETA~ 6 sc~: ~-~/2,,= ~,-o,,~ SCak~:,,4" =,'-o" ns~4" s.=s = ~s~o~ ~o. ~ CONSULTANT SCAL~: 3"= ]'-0" SCar: 3/4"~]'-0" EXISnNG G~SUM P~NK ~ ~ACOUS~CAL ACOUSnCAL ~ ~/ / pNEW 5/8" GYPSUM ~~ RUNN~ SEA~NT / RUNNER ~ -/~ ~I~ING FURRING ~IPS :L, SEALANT (~.) ~ BOARD, ~PE X (~P.) ::' (~.) ~~/~ ~/;~/~; ., ~. .'. '.' D.O.,./C.O.,. ,o. 07m~B-H -.' LAir ' ' '. ' / '' "' "' "'''' ' ~ ~% ' MZ" ( ) '""~ :, c~ t ;' / ,': ~ "' q ' ', ~ 'e ~1~' ,,' ~ ~x ~8 WALL ~PE AAND la ,,, ',,,j, ; ,,,, ~RA~ XX LAir , S~NT BOTH SIDES TOP L~: 5 1/4" (WALL WPE lB) DA~ 1 . ~ ~ LAir DOUBLE -- -- ~ .~ ~,, ~~~ // %% ~ N~ 9 ~ FOIL FACED :i. 5/8' G~ / , . ~ 2: INSU~TION ~/_ ~~ -2 1 ,ERE MgAL STUDS ~ 16" ~-f ~; (WALL ~PE la A lB ONLY)=~ AND DetailS . -- / ,.. :. SOUND B~NK~. ¢ ~ M~AL ~UDS TO UNDERSIDE - ¢ - ~ ~ PARTITION ~PES ~ SEALANT RUNNER AT THIRD POINTS' RESI~ANT (~PE X) GYPSUM o~ ~ BASE SEE FINISH %~ -- '/~.;-~-~".--?~ FLOOR ] ~ --(~.) ~00R ~] ~ VERTICALLY. BOARD ON ~CH SIDE. ~ ~ . S~B.~ ~ 'IN6~ BOUBLELA~R SHA~'ALLPARTI~ON SCHEDULE.BASE SEE FINISH,.,-'2 PRIOR T0 FIREPROOFING ~O~-~D - ~ ~ P~I~IO~ m NEW STEEL B~ ~ENERAL NOTES SC~: ~/~" = l' - 0" 2" VERMICULITE ~ ' DECK SUPPORT N~ ~' FURRING 1. ALL ~YPSU~ BOARD SHALL BE FIRE RATED. ~ ~O~- ~D ~~~ FOR SIZES. ~. ~ ~D~ SO~OO~ ~ S~O~E ~cA~: 3/~" = P- o" ~H so~ CLOS~F~ DETAIL~ ATTIC ROOF/CEIL~G ASSEMBLY ~ scALn:TIGHTv, = r-0.P~TITION TE~ATION DETA~S O~ HO~-~TED PL~G C~SE NON-~TED - ~TAI, S~ P~TITION ~ SC~E: I 1/2" = 1' - 0" ~ SC~E: h" = 1'-0" SC~E: 3/4" = 1' - 0" WITH SO~ BATT, 4" S~ SLA~ X 24 GA. / "~ 2 3/4" FIBER JDS @ 16" -'/ SOUND BLANK iNDERSIDE OF -_ 3ove.  ~ DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROPER3Y OF Thomas Camp~glla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE EQUAL TO FRAME MADE WITHOUT THE WRDTEN AUTHORIZATION OF Thomas Camplglla Architect, PLLC, DBA TCA ARCHITECTURE, WIDTH @ HEAD THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY  OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Campiglia, Architect, PLLC, ~ + ~ + ; ~PROVIDE 2 1/2" METAL DBA. TCA ARCHITECTURE 2) 2--1/2" METAL STUDS ~ ~ VAR[ES REPER I~ ROOM NO. ROOM NAME FLOOR BASE WALL CEILING REMARKS 3: o ~ ABBREVIATIONS: Q L% O O ~ ~ ~ ~ 03 __Z O ~ ~ ~ C.M.U. = CONCRETE MASONRY UNIT - - - V.W.C. -- V,NYL WALL COVER ~ ~ ~ ~ ~ ~ ~ -- ~ > ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -- d ~ ~ ~ W.C. = WALL COVER o goo -> - ~ ~ -- _ _ : ~ ~ ~- 3 ~ < > ~ g ~ -- ~ -- z o ~ ~ gER. = FLOOR ~ ~ ~CONTINUOUS FIRE 12545678910111213141516171e1254567891012545678910112151415161781254567891011123 ~ ~ R~ARDANT WD. BLOCKINGI 1104 ADMINI~TOR 0~lCE · · · I ~ ~ 11~9 CONFERENCE · · · · ~ ~ ~. FOR ~ CORRIDOR · ~ · · FOYER ~ ~NTERIOR ll74 DINING/RECR~TION ROOM ~ · · SIDE ~A ~ ~ ~ ~ SIDE 1110 DIRECTOR OF NURSING ~ I ~ · ~ ~ ~ ~, DOUBLE-BED BED ROOM · I · · · 1 ACCENT WALL PAINT COLOR 0 0 ~ ~ 1113,1114 PAnENT TOiLeS · m · i ~ ~ ~ ~ ~ (3 L~F). iNSTALL AS PER ~ DOOR MFRG, REQUIREMENTS. 1106 LOBBY I~ '~ ~ ~ 8-28-08 ISSUED FOR D.O.H, SUBMISSION m 1112 LlaNO ROOM m~ i~ · / ~ m m ~ ~ 1162,1179 SOILED UnL e e e I RENOVATIONS TO: INTERIOR SIDE UNLESS OTHERWISE NOTED 61700 ROUTE 48, GREENPORT, NY 11944 ~ 3-5/8" ALUMINUM A G~SS TOOTH IN AND 5/8" GYP BD. (~P.) 2. SEE REFLECTED CEILING P~N FOR CEILING HEIGHTS. ARCHITECT ? ..... ~/ - ~ 0 ~ i 5. USE "DUROC' CEMENT BOARD AS TILE BACKER BOARD AT ALL AR~S TO RECEIVE CE~IC TILE, T C A -,' ~ ~m ': ...... :; ..... , THOMAS CAMPIGLIA, ARCHITECT, PLLC ' '~~ ....... ''~ '~ 1 ~ / m TEL, NO.(212) 080-1858 F~NO.(212) 765-B511 M~AL STUDS / / AUGN (~') ~ CONTINUOUS FIRE CORNER B~D (~P.} BLOCKING AS REQUIRED m m m m STERLING ~NAGEMENT, INC. ~ DIAGONAL BRACING SECURED EXISTING MASONR ~ ' ~ TO S~B AS REQUIRED WALL , ' NEW EFIS WALL ' ~ ~3-5/8" M~AL STUDS EFIS COMPATIBLE ' INTERIOR SIDE .~: S~NT WITH CL " EXISTING MASONRY ~: ~,~  ~' ROUGH WALL OPENING ~, 'v' .t /~ ~/)~NEW GYPSUM BOARD CELL BACKER ROD ANDI lll, ~ WALL 7'-0" ~ .,; :~. ~ /CEILING (REFER TO WEEP TUBES ~ERY ~00 ~:~ ;,~ REFLECTED CEILING P~N) ByMM OTHERS(24")' BY OT~;R~~~ ~ ' , ~ ALUMINUM · G~SS ~ ~ ,;'(' < ~ '- ,* HOLLOW ~AL FRAME, ' ~ ENTRANCE DOOR SYSTEM FINISH EXlSTIN~ ,'¢~TO DWe: . ~ (5 L~F) NSTALL AS PER - %-- ~- ' ~ ~ .¢_%)"L ~ '~ DOOR MFRO ~ 'CONTINUOUS FIRE ~,?" .'Z~ NEW 1/2" SOLID WOOD VERTICAL FIRE ¥ :tx R~ARDANT WD. BLOCKING , ,, / ,% ,~:,, ~ CHERRY WOOD STOP STUDS R~ARDANT ' ; HAFELE MODEL: ' ~ ~ ~ ~ RUNNING G~R AND "" ALUMINUM & G~SS ~ m ~ ALIGN W/EXIST ~ AUTOMATIC SLIDING ~ ~ ~ NEW DOOR AS PER / / , ENTRANCE DOOR SYSTE" ~ ~ : = ~ ~l ~ WOOD BLOCKING AS ' --~ %NE~; S~NTOONTINUOUS EFIS COMPATIBLEAND CLOSED CELL ~~: ~ MODEL: 941.61.150 (~p.) REQUIREMENTS. ~ ~ ~ = BACKER ROD. BY OTHERS FLOOR GUIDE ¢ DETAILS /FINISHED FLOOR ~ , ~,: , EFIS WALL SYSTEM EXISTING MASONRY~ _ ~ 4 7/8"  RE: B~AILS A-502 WALL /-- (5) 18" DEEP P.LAM ~ ~___ SHELVES, ]~P. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE SOUD SURFACE COUNTEROP WITH PROPERTY OF Thomas Campiglle Architect, PLLC. DBA 3'-5' ~ ~ ~ P.LAM UPPER AND LOWER CABIN,S TCA ~CHITECTURE. ~ ~ ~ / WffH U.C. LIG~(~P). NO REPRODUCTION, IN WHOLE OR IN PART, SHALL Be Cemp[glio Architect, PLLC. DBA TCA ARCH~ECTUEE. ~ ~ . 14'-8" 18' DEEP P.~M ~. THIS DOCUMENT IS INTENDED SOLELY FOR THE ~ ] _m HIGH (~P.) O~ER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF ~ ' I TCA ARCHITECTURE, Thomos Compigli~, Architect, PLLC. m m m i ..... i m . SHEL~S, ~P. ~ Il ~ m m SM OPP ~ ,, -- ~ __ ~ O~CES, CHARTINO, ~C... ~ / ' m~ SOLmO SURFACECOU~R ~ LOWER CABIN'S. SEE ~ ............................... -~ -- _ --~ ....... ~ m m m m SOLID SURFACE 12'-0" 9-10-08 ISSUED FOR D.O.H. RENEW, PARTIAL SET ~ m -- m COUN~ETOP, SEE (5)12,_0~ 18" DEEP P.~ MI~WORK E~ATIONS lNG 8-28-08 ISSUED FOE BID SHELVES, ~P. FOR ~D~ONAL INFO. ABOVE 8-28-08 ISSUED FOR D.O.H. SUBMISSION R~NOVAT]ONS TO: ~ &.¢ I ~; ARCHI~C~RE. I,~RIORS. PROJECTMANAGEME~ [2~¢ I ~ ~ ~ ~¢ ~ CORAN TOP ~ --' ~~ ' I I THOMAS CAMPIGLIA, ARCHITECT, PLLC .,,, ,o , m m~ ~ ~BED(~P.) 2PARKAVENUE, MF~ANINE N~YORK, NY10016 ' --m~ ~I/ ~OUND EXIST. CObU"N.~ ,. I % coco. Ns (~P). )mm ~ ~' ¢ ~~__ 6'-10" ~ - PROJECT MANAGERS: ~ ' JAMES, ~SA~ ' ~ SI.. ' I CONSULTING ENGINEERS ~~GLE BED~DROOM LAYOUT ,~.~o. ~¢~ i ~ Im ELEC. RREP~CE x,, ,, = -- ' - I~- -- ~- CONSULTANT ' ' I ~ ~ ', ', s ~ ~ - = (~P') SCALE AS NOrD ~ ] COLUMN TO REIN. ; . ~ . ' I ~ ,, ~ ....... ~ . ~ ~ EN~RGED PLANS -- %ST ~G D~G ROOM E~A~ED~ PL~ ; o ~ aLIV~OOM ENL~GED PLAN ~O~L~ED BEDROOM LAYOUT FIN, LINE - WOOD HANDRAIL (TYP.) GYP. BD. SOFFIT -- WOOD MOLDING (TYP.) WOOD COLUMN ELEVATION DINING/RECREATION -- WOOD HANDRAIL (TYP.) CORRI U/S OF OYP. DD. CBUNO #75 EXIST. [ALLY COLUMN WHERE CCURS IN PLAN DINING RM. SIDE DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomes Compigl[o Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compigl[o Architect PLLC. DBA TCA ARCHITECTURE. TH S DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PART,ES FOR ANY OTHER CONSTRUCTION WITHOUT THe WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Compigllr~, Architect, PLLC, (~ Copyright 2008 Thomas Cqmpigllo Architect, PLLC. DBA. TCA ARCHITECTURE WOOD CORNICE (TYP.) WOOD CHAIR RAIL (TYP,) ( )ELEVATION CORRIDOR SCALE: 1/2"= 1'-0" -- WOOD MOLDING (TYP.) 6 EQ. PANELS = 7'-4" WOOD HANDRAIL(TYP.) )ELEVATION (& CORRIDOR SCALE: 1/2" = 1'-0" -- NOTE #1 - COORDINATE FINAL OPENING SIZE WITH APPROVED ELECTRIC FIREPLACE MANUFACTURER'S DIMENSIONAL REQUIREMENTS. 5 VATION LIVING ROOM B 1/2" TREATED WD. FRAMING AT TOP, BOTrOM AND MID SPAN 5/8" THK. FYPON EXISf. [ALLY COLUMN WHERE OCCURS IN PLAN (~sTc~Y~E:; 1/P2.L= 1,A_o.N ~ COLUMN ENCLOSURE I I 5/8" FYPON DYKES #75 _ 3/4" THK. SOLID WD. BASE ( )TYP.SECTION COLUMN SCALE: 1 1/2" = I'-0" -- CORRIDOR SIDE · lx6 SOUD WD. PAINTED 5/8" GYP. DD. OVER 2-1/2' MTL STUDS '~ COLUMN BEYOND DINING RM. SIDE GYP. BD. CBUNG DYKES #333 SIM, WD. PHASE 2 NORTH A sTcc~ 1/2. _- 1,_0. DE ANTER ISSUED FOR D.O.H. REVIEW, PARTIAL SET ISSUED FOR BID 8-28-1 ISSUED FOR D.O.H. SUBMISSIO~ 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61 700 ROUTE 48, GREENPORT, NY 11 944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGEM~NT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF?7ANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 76E-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245-6300 Fax. (212) 765-6511 CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 TEL, NO (631) 692-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D.O,H./C.O.N, NO. 071058-H PROJ, NO. 16209 SCALE AS NOTED DRAWN XX 'CHECKED TNC DATE 10-08-6, DRAWING COMMON AREAS INTERIOR ELEVATIONS SEAL SHEET NUMBER TOILET ACCESSORIES SCHEDULE DESCRIPTION MANUF./MODBL MOUN'G REMARKS WALL-HUNG LAVATORY (HLAV) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE COUNTERTOP LAVATORY (S-3) AMERICAN STANDARD COUNTER RE: PLUMBING FIXTURE SCHEDULE MOP BASIN (MS) E.L. MUSTEE FLOOR RE: PLUMBING FIXTURE SCHEDULE WALL-HUNG LAVATORY (HLAV-1) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE WATER CLOSET (WC-6) AMERICAN STANDARD FLOOR RE: PLUMBING FIXTURE SCHEDULE WATER CLOSET (WC-5) GEBERIT WALL RE: PLUMBING FIXTURE SCHEDULE STAINLESS STEEL TILT MIRROR BOBRICK / B-9423 18S0 SURF. 18" X 24" STEEL GRAB BAR BOBRICK/B-6806-24 SURF. 36" STEEL GRAB BAR BOBRICK/B-6806-36 SURF. 42" STEEL GRAB BAR BOBRIOK/B-6806-42 SURF. 48" STEEL GRAB BAR BOBRICK/B-6806-48 SURF. 54" STEEL GRAB BAR ASI/ASI-3702-54 SURF. 18" STEEL GRAB BAR BOBRICK/B-6806-18 SURF. 50" STEEL GRAB BAR BOBRICK/B-6806-50 SURF. FOLDING SHOWER SEAT BOBRICK/B-518 WALL SHOWER FIXTURE/HEAR ALSONS/62001 WALL RE: PLUMBING FIXTURE SCHEDULE NURSE CALL CORD WHITCOM CBS SURF. NOT USED - - TOILET TISSUE DISPENSER (2 ROLL) BOBRICK/B-S888 RECESSED SOAP DISPENSER BOBRICK/"-8221 LAV/MTD SOAP DISPENSER BOBRICK/B-4112 SURF. SERVICE SINK FAUCET & MOP/BROOM RACK E.b MUSTEE WALL RE: PLUMBING FIXTURE SCHEDULE MOP BASIN - MS "TUPER &lO 'ST V,i YL SHO 'WER SHOWER CURTAIN & TRACK IN-PRO CLICKEZE CLG CURTAIN W/ WHISPER CUBE TRACK DOUBLE ROBE HOOKS BOBRICK-B-76727 WALL 24" S.S. SHAMPOO SHELF BY OWNER WALL TOILET SEAT COVER DISPENSER BOBRICK/B-301 RECESSED HOT WATER & DRAIN PIPE INSULATION - - PAPER TOWEL DISPENSER / WASTE RECEPTICLE BOBRICK/B-569 RECESSED NO~:RSE CALL CORD 1. ALL TOILET ACCESSORIES SHALL BE INSTALLED WITH TAMPER RESISTANT FASTENERS. 2. REFER TO DRAWING AN-02 FOR PLUMBING FIXTURE SCHEDULE. 30" '-CERAMIC TILED ENLARGED ( PLAN AT TOILET SCALE: 1/2" = 1'-0" FLOOR -- CERAMIC TILED FLOOR ENLARGED ( PLAN AT TOILET SCALE: 1/2" = 1'-0" FACILITIES FOR THE PHYSICALLY HANDICAPPED B1. FACILITIES FOR THE PHYSICALLY HANDICAPPED SHALL COMPLY WITH ICC/ANSI Al17.1 AND NfS BUILDING CODE. B2. THE BUILDING IS PROVIDED WITH AN EXTERIOR ACCESSIBLE ROUTE TO PERMIT ENIRY AT PRIMARY ENTRANCES FROM PUBUC STREEIS AND SIDEWALKS, DRIVEWAYS, PARKING AREAS, PASSENGER LOADING ZONES, AND THARSPORTATION STOPS. B3. THE BUIEDINO IS PROVIDED WITH AN INTERIOR ACCESSIBLE ROUTE FROM THE ENTRANCES, TO ONTER SPACES OR EACILmES, USABLE BY ALL PEOPLE HAVING PHYSICAL DISABIDTIES AS PER 27-292.5 (C). 84. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE IS 56 INCHES EXCEPT AT BOOR OPENINCS WHERE THE MINIMUM CLEAR WIDTH IS 32 INCHES. (4.3 RS 4-6). OPENINGS MORE THAN 2¢" DEEP HAVE A MINIMUM CLEAR WIDTH OF B5. THE MINIMUM CLEAR HEIGHT OF ARY ACCESSIBLE ROUTE IS 6 FOOT 8 INCHES. (4.4.2 RS 4-6) B6. WHERE A CLEAR FLOOR SPACE COMPLYING WITH 4.2.4.2 OF RS 4-6 ALLOWS ONLY FORWARD APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH FORWARD REACH (LIGHT SWITCHES, ETC.) SHALL BE 48 INCHES AND THE MINIMUM UNOBSTRUCTED LOW FORWARD REACH SHALL BE 15". (4.2.5 RS 4-6) BT. WHERE A CLEAR FLOOR SPACE COMPLYING W~R 4.2.4.2 OF RS 4-6 ALLOWS ONLY PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR THE IvlAXlMUM UNOBSTRUCTED HIGH SIDE REACH (UGHT SWITCHES, ETC.) SHALL BE 54 INCHES AND THE MINIMUM UNOBSTRUCTED LOW SIDE REACH SHALL BE 9 INCHES. (4.2.6 RS 4-6) BB. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT AND SHALL BE BEVELED AT A SLOPE NO GREATER THAN 1:2. Bg. MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT AUTOMATIC ARE AS SBOWN IN RGURE 25A, 25B AND 25C. OF RS 4-6 BIO. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING. TIGHT PINCHING OF 1WISTING OF THE WRIST TO OPERATE AND SHALL BE MOUNTED WITHIN REACH RANGES SPECIFIED IN SEC. 4.2 (4.13.9 RS 4-6). Bll. THE MAXIMUM FORCE FOR PUSHING AND PULUNG OPEN A DOOR EXPRESSED IN "BOUNDS-FORCE" (LBF) SHALL NOT EXCEED 8.5 LBF FOR EXTERIOR HINGED AND 5.5 LBF FOR INTERIOR HINGED DOORS (4.13.11 ES 4-6). B12. AT EACH LOCATION WHERE PUBUC TELEPHONES ARE PROVIDED, AT LEAST ONE SUCH TELEPHONE SHALL BE ACCESSIBLE AND USABLE BY PEOPLE WHO USE WHEELCHNRS AND AT LEAST ONE SUCH TELEPHONE SHALL BE USABLE AND ACCESSIBLE TO PERSONS WITH HEARING IMPAIRMENT (SEC 27-292.14) (4.29 RS 4-6). BI& AT LEAST ONE DRINKING FOUNTAIN ON A STORY ON WHICH DRINKING FOUNTAINS ARE PROVIDED SHALL BE ACCESSIBLE AND SNALL COMPLY WITH SEC. 4.15 OF RS 4-6). B14. EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS WHICH MEET THE REQUIREMENTS OF SECT. 4.26.2 AND SECT. 4.26.3 OF RS 4-6. B15. WHERE PROVIDED ALL ELEVATORS SHALL COMPLY WITH REFERENCE STANDARD RS 18-1 WHERE AN INTERIOR ACCESSIBLE ROUTE IS REQUIRED, B16. MOUNTING HEIONTS AND CLEARANCES OF ACCESSIBLE FIXTURES DISPENSERS AND GRAB BARS SHALL COMPLY WITH SEC 4.16, 4.17,4.18 AND 4.19 OF RS 4.6. B17. HOT WATER AND DRAIN PIPES UNDER LAVATORIES OB SINKS SHALL BE INSULATED OR OTHERWISE PROTECTED WHERE THE'{ ABUT THE CLEARANCES REQUIRED BY SECT. 4.19.2 RS 4-6. B1B, FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, lWlSTING OR PINCHING OF THE WRIST, B19. MIRRORS SHALL BE MOUNTED WITH THE BOITOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES FROM THE FLOOR. B20. GRAB BARS WHERE PROVIDED SHALL MEET THE REQUIREMENTS OF SEC. 4.24.2 AND SEC 4.24.3 OF RS 4-6 WBH RESPECT TO SIZE, SPACING AND STRUCTHRAL STRENGTH. B21. ALL SIENABE TFIAT PROVIDES EMERGENCY INFORMATION OR GENERAL CIRCULATION DIRECTIONS OR IDENTIFIES ROOMS AND SPACES SHALL COMPLY WITH THE FOLLOWING SECTIONS OF REFERENCE STANDARD 4-6. 1. 4.28.2 2. 4.28.3 3. 4.28.4 4. 4.28.5 CHARACTER PROPORTION COLOR CONTRAST CHARACTER OR SYmBOLS SYMBOLS OF ACCESSIBILR7 1. DIMENSIONED TO BOSOM OF MIRROR. 2. SOAR DISPENSER AND CENTERUNE OF TOWEL SLOT ARE 4'-6" ABOVE FINISHED FLOOR NAXIMUM.(TfPIOJG.) AT BARRIER FREE BATHROOM. 3. CONTRACTOR SHALL VERIFY IYPE OF PAPER TOWEL, TOILET TISSUE AND SOAP DISPENSERS TO BE USED WITH OWNER PRIOR TO START OF TUB ROOM WORK. 4, BATHROOM AND TOILET ELEVATION SHOW FULL HDOHT CERAMIC TILE. SEE FINISH SCHEDULE DRAWING AD-503 FOR FURTHER INFORMATION. SEE INTERIOR DESIGN RWO's FOR DECORATIVE ELEMENTS (ACCENT TILES, ETC.). 5. SEE DRAWING AN-02 FOR PLUMBING HNTURE DESIGNATIONS. 6. CONTRACTOR SHALL MANE ANY AND ALL MODIRCATIONS TO FLOOR, WALL, AND CEIUNB CONSTRUCTION WHICH DAY BE REQUIRED DUE TO DOUCHING AND OUTLET DIFFERENCES BEI1NEEN ORIGINAL RXlURES AND NEW REPLACEMENT FIXTURES. THIS SHALL INCLUDE CORE DRILLING OF EXISTING SLABS AND WORK IR CEIMNSS ABOVE AND BELOW THE "CONTRACT AREA!" SEE NOTE Mll ON RWG. AN-07. 7. PROVIDE STEEL BACKER PLATE PER GRAB BAR LOCATIONS, EXTEND PLATE MIR, 16' BEYOND ENO OF GRAB BAR (TO NEXT STUD). (17P.) FLOOR 4 TOILET & JANITORS CLOSET WA33'ER 0 NsEO~E;BAWING El/A-604 FOR A.DA. RESTROOM ELEVATION CLEARANCES. WC-5 WC-5 CLEJ~RANCE 30"X48" 56" I I WATTER CLOSEq -- CLEARANCE 56"X60" 30" DOOR WIDTH CONTROL WALL L L WC-5 10 TRANSFER 1'(PR SHOWER -- CLEARANCE 36"X48" DOOR CLEARANCE (DOOR WIDTH) i I DOOR CLEARANCE- (DOOR WIDTH) X 48" END WALL 5" MAX. -- ROLL-IN TYPE SHOWER CLEARANCE (30' WIDE) X (LENGTH OF SHOWER) ILET ROOM CLEARANCE LAYOUT SCALE: 1/2" = 1'-0" SEE RNISN SCHEDULE EPOXY RESIN / WA[ER PROOF M~MBRANE / _/ V~OR SHIELD URE OF EXIS11R9 CONCR~ FLOOR TYPICAL RESTROOM FLOOR NOT TO SCALE NOTE: INSTALL EPOXY RESIN FLOORING SYSI~ AS PER NFG: RE6. EPOXY RESIN B~SE SEALER TOP COAT VAPOR SHIELO 2'-6" AT ROLL-IN SHOWER 3'-0" AT TRANSFER SHOWER L ! j, RE: PLUMBING DWG. SLOPE DN ~' PER FOOT TO DRAIN I SLOPE DN ~" PER FOOT TO DRAIN To Y P oIscC A L SHOWER FLOOR DRAIN 9'-10" WC-6 FLOOR SINK OF 2 mM. SLOPE /4Vn II PITCH NOTE: PROVIDE WATERPROOF MEMBRANE THROUGHOUT TUB/ SHOWER ROOM TO B" A.F.F. 'FfP. FLOOR DRAIN CUT AND FILL REMOVE 1/2" PORTION OF EXISTING SLAB AND BUILD-UP OF 1/2"TO ACHIEVE DESIRED PITCH TO DRAINS 17P. D2~4 HIGHPOINT MIRROR WITH OVER MIRROR UGHT. il PROVIDE DUROCK CEMENT- BOARD THROUGHOUT, 1YP, 5'--6" PROVIDE EPOXY RESIN FLOORING SYSTEM HIGH PRESSURE POST FORMED P. LAM COUNTERTOP & ADJUSTABLE SHELVES ABOVE. ENLARGED PLAN AT TUB ROOM SCALI~ 1/2"= 1'-0" RESIN FLOORING BY~M. (~ICAL) 3'-0" CLEAR 2'-6" WC-5 WC-5 CLEARANCE AS SHOWN OR 5'-0" CLEAR SPACE RADIUS TfP, YP. a E ARGED PLAN AT TYPICAL BATH ROOM SCALE: 1/2" = 1'-0" DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomes Cempiglie ArcMtec[, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Cemplglle Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Compigllo, Architect, PLLC. (~Copyrlght 2008 Thomos Compiglia Architect, PLLC. DBA. TCA ARCHITECTURE 10-08-08 ADDENDUM #1 9-10-08 ISSUED FOR D.O.H. REVIEW, PARTIAL SET 8-28-08 ISSUER FOR BID 8-28-08 ISSUED FOR B.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-B511 PROJECT MANAGERS; STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel' (212) 24-5-6300. Fax: (212) 765-8511 http:/~.stefllngnyc corn CONSULTANT JAMES, LASAI_A CONSULTING ENGINEERS 11 OVAL DRIVET SUITE 129, ISLANDIA, NY 11749 TEL. NO (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NORllH ' D.O.H./C.O.N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE lO-08-OB DRA~NG TOILET AND BATHROOM ENLARGED PLANS A-603 SEAL SHEET NUMBER II !1 Ii TOILET ACCESSORIES SCHEDULE ITEM DESCRIPTION MANUF./MODEL MOUN'G REMARKS Q WALL-HUNG LAVATORY {HLAV) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE ~) COUNTERTOP LAVATORY (S-3) AMERICAN STANDARD COUNTER RE: PLUMBING FIXTURE SCHEDULE ~) MOP BASIN (MS) E.g MUSTEE FLOOR RE: PLUMBING FIXTURE SCHEDULE (~ WALL-HUNG LAVATORY (HLAV-1) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE O WATER CLOSET (WC-6) AMERICAN STANDARD FLOOR RE: PLUMBING FIXTURE SCHEDULE ~) WATER CLOSET (WC-5) GEBERIT WALL RE: PLUMBING FIXTURE SCHEDULE <~ STAINLESS STEEL TILT MIRROR BOBRICK / B-9423 1830 SURF. 18" X 30" <~ 24" STEEL GRAEI BAR BOBRICK/B-6806-24 SURF. - ~ 36" STEEL GRAB BAR BOBRICK/EI-6806-56 SURF. - ~ 42" STEEL GRAB BAR BOBRICK/B-6806-42 SURF. - ~ 4el" STEEL GRAB BAR BOBRICK/B-6806-48 SURF. - (~ 54" STEEL GRAB BAR ASI/ASI-3702-54 SURF. - (~) 18" STEEL GRAB BAR BOBRICK/B-6806-18 SURF. - ~ 30" STEEL GRAB BAR BOBRICK/B-6806-30 SURF. - (~) FOLDING SHOWER SEAT BOBRICK/B-518 WALL - Q SHOWER FIXTURE/HEAD ALSONS/62001 WALL RE: PLUMBING FIXTURE SCHEDULE O NURSE CALL CORD WHITCOM CBS SURF. - ~ NOT USED - Q TOILET TISSUE DISPENSER (2 ROLL) BOBRICK/B-5888 RECESSED _ ~ SOAP DISPENSER BOBRICK/B-8221 LAV/MTD - ~ SOAP DISPENSER BOBRICK/B-4112 SURF. _ (~) SERVICE SINK FAUCET & MOP/BROOM RACK E.L. MUSTEE WALL RE: PLUMBING FIXTURE SCHEDULE MOP BASIN - MS -v~,-~-~ ~-~~ ~ SUPER BIO STAT V~YL SHO~WER (~) SHOWER CURTAIN & TRACK IN-PRO CLICKEZE CLG CURTAIN W/ WHISPER CURIE TRACK (~) DOUBLE ROBE HOOKS EIOBRICK-B-76727 WALL - (~ 24" S.S. SHAMPOO SHELF BY OWNER WALL _ ~) TOILET SEAT COVER DISPENSER BOBRICK/B-301 RECESSED - Q HOT WATER & DRAIN PIPE INSULATION - - - (~) PAPER TOWEL DISPENSER / WASTE RECEPTICLE BOEIRICK/B-369 RECESSED - NOi~J~:RSE CALL CORD 1. ALL TOILET ACCESSORIES SHALL BE INSTALLED WITH TAMPER RESISTANT FASTENERS. 2. REFER TO DRAWING AN-02 FOR PLUMBING FIXTURE SCHEDULE. FACILITIES FOR THE PHYSICALLY HANDICAPPED 61. FACILITIES FOR THE PHYSICALLY HANDICAPPED SHAll COMPLY WITH ICC/ANSI All7.1 AND NfS BUILDING CODE. 62. THE BUILDING IS PROVIDED WITH AN EXTERIOR ACCESSIBLE ROUTE TO PERMIT ENTRY AT PRIMARY ENTRANCES FROM PUBLIC STREETS AND SIDEWALKS, DRIVEWAYS, PARKING AREAS, PASSENGER LOADING ZONES, AND TRANSPONTAI~ON STOPS. 63. THE BUILDING IS PROVIDED WWH AN INTERIOR ACCESSIBLE ROUTE FROM THE ENTRANCES, TO OTHER SPACES OR PACIIJTIES, USABLE BY ALL PEOPLE HAVING PBYSICAL DISABILITIES AS PER 27-292.5 (C). D4. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE IS 36 INCHES EXCEPT AT DOOR OPENINGS WHERE THE MINIMUM C~ WIDTH IS 32 INCHES. (4.3 RS 4-6), OPENINGS MORE THAN 24" DEEP HAVE A MINIMUM CLEAR WIDTH OF 36". 65. THE MINIMUM CLEAR HEIGHT OF ANY ACCESSIBLE ROUTE IS 6 FOOT 8 INCHES. ,. (4.4.2 RS 4-6) 66. WHERE A CLEAR FLOOR SPACE COMPLYING WiTH 4.2.4.2 OF RS 4-6 ALLOWS ONLY FORWARD APPROACH DY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH FORWARD REACH (UGHT SWITCHES, ETC.) SHALL BE 48 INCHES AND THE MINIMUM UNOBSTRUCTED LOW FORWARD REACH SHALL BE 15". (4.2,5 RS 4-6) 67. WHERE A CLEAR FLOOR SPACE COMPLYING WITH 4.2.4.2 OF RS 4-6 ALLOWS ONLY PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH SIDE REACH (UBHT SWITCHES, ETC.) SHALL BE 54 INCHES AND THE MINIMUM UNOBSTRUCTED LOW SIDE REACH SHALL BE 9 INCHES, (4.2.6 RS 4-6) BB. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT AND SHAEL BE BEVELED AT A SLOPE NO GREATER THAN 1:2. Bg. MINIMUM MANEUVERING CEEANANCES AT DOORS THAT ARE NOT AUTOMATIC ARE AS SHOWN IN FIGURE 25A, 25B AND 25C. OF RS 4-6 BI0. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE ]HAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OF ];VISTING OF THE WRIST TO OPERATE AND SHALL BE MOUNTED WITHIN REACH RANGES SPECIFIED IN SEC. 4~2 - (4.13.9 RS 4-6), 611. THE MAXIMUM FORCE FOR PUSHING AND PULUNG OPEN A DOOR EXPRESSED IN "POUNDS-FORCE" (LBF) SHALL NOT EXCEED 8.5 LBF FOR EXTERIOR HINGED AND 5,5 LBF FOR INTERIOR HINGED DOORS (4,13,11 RS 4-6), B12. AT EACH LOCATION WHERE PUBUC TELEPHONES ARE PROVIDED, AT LSAST ONE SUCH TELEPHONE SHALL BE ACCESSIBLE AND USABLE BY PEOPLE WHO USE WHEELCHAIRS AND AT LEAST ONE SUCH TELEPHONE SHALL BE USABLE AND ACCESSIBLE TO PERSONS WITH HEARING IMPAIRMENT (SEC 27-292.14) (4.29 RS 4-6). 613. AT EEAST ONE DRINKING FOUNTAIN ON A STORY ON WHICH DRINKING FOUNTAINS ARE PROVIDED SHALL BE ACCESSIBLE AND SHALL COMPLY WITH SEC. 4,15 OF RS 4-6). 614. EMERGENCY WARNING S~TEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL Ab4RMS WHICH MEET THE REQUIREMENTS OF SECT. 4.26.2 AND SECT. 4.26.3 OF RS 4-6. 615, WHERE PROVIDED ALL ELEVATORS SHALL COMPLY WITH REFERENCE STANDARD RS 18-1 WHERE AN INTERIOR ACCESSIBLE ROUTE IS REQUIRED. 616. MOUNTING HEIGHTS AND CLEARANCES OF ACCESSIBLE FIXTURES DISPENSERS AND GRAB BARS SHALL COMPLY WITH SEC 4.16, 4.17,4.18 AND 4.19 OF RS 4.6. 617. HOT WATER AND DRAIN PIPES UNDER LAVATORIES OR SINKS SHALL BE IHSUEATED OR OTHERWISE PROTECTED WHERE THEY ABUT THE CLEARANCES REOUIRED BY SECT. 618. FAUCETS SHAll BE OPERABLE WITH ONE HAND AND SHALL NOT REOUlRE TIGHT GRASPING, I~]SllNG OR RNCHING OF THE WRIST. 619, MIRRORS SHALL BE MOUNTED WITH THE BOTrOM EOGE OP THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES FROM THE FLOOR, 620. GRAB BARS WHERE PROVIDED SHALL MEET THE REDUIREMENTS OF SEC. 4.24.2 AND SEC 4.24.8 OF RS 4-6 WITH RESPECT TO SIZE. SPACING AND STRUCTHRAL STRENGTH. 621. ALL SIGNADE THAT PROVIDES EMERGENCY INFORMATION OR DENERAI. CIRCULATION DIRECTIONS OB IDENTIRES ROOMS AND SPACES SHALL COMPLY WITH THE FOllOWING SECTIONS OF REFERENCE STANDARD 4-6. 1. 4.28.2 2, 4.28.3 3. 4.28.4 4. 4.28.5 NOTES: CHARACTER PROPORTION COLOR CONTRAST CHARACTER OR SYMBOLS EYMBOLS OF ACCESSIBILB7 1. DIMENSIONED TO BO]TOM OF MIRROR. 2. SOAP DISPENSER AND CENTERUNE OF TOWEL SLOT ARE 4'-6' ABOVE FINISHED FLOOR MAXI~IUM.(IYPICAL) AT BARRIER FREE BATHROOM. 8. CONTRACTOR SHALL VERIFY lYRE OF PAPER TOWEL, TOILET TISSUE AND SOAP DISPENSERS TO BE USED WITH OWNER PRIOR TO START OF TUB ROOM WORK. 4. BATHROOM AND TOILET ELEVATION SHOW FULL HEIGHT CERAMIC TILE. SEE FINISH SCHEDULE DRAWING AD-505 FOR FURTHER INFORMATION. SEE INTERIOR DESIGN DWD's FOR DECORATIVE ELEMENTS (ACCENT TILES, ETC.). 5. SEE DRAWINB AN-02 FOR PLUMBIND FIXTURE DESIGHAIIONS. 6. CONTRACTOR SHAll MAKE ANY AND ALL MODIFICATIONS TO FLOOR, WALL, AND CEILING CONSTRUCTION WHICH MAY BE REQUIRED DUE TO ROUGHING AND OUTLET DIFFERENCES BE'P, VEEN ORIGINAL RXTURES AND NEW REPLACEMENT RXTURES. THIS SHALL INCLUDE CORE DRIllING OF EXISTING SLABS AND WORK IH CEIUROS ABOVE AND BELOW THE "CONTRACT AREA!' SEE ROTE Mil OH DWG. AN-O?. 7. PROVIDE STEEL BACKER PLATE PER DRAB BAR LOCATIONS, EXTEND PLATE MIR, 16' BEYOND END OF GRAB BAR (TO NEXT STHD). (TfP.) MAX. 17" 15' 15" HOSE REQ. LOCATIONS FOR HAND SHOWER A~D CONTROLS 24" { TYPICAL A.D.A. / ANSI A117.1 - 2003 DIMENSIONS SCALE: 3/8" = 1'-0" PUl ~ ~LE e SNO'A~ (~.) ~- SEE FINISH PLAN F.D, ELEVATION TUB ROOM SCALE: 3/8" = 1'-0" & ~CK, (WP.) ¢0"-25i f TILE, ]TPIC~L FOR ALL SNOWE]~S, SEE FINISH PLAN r CERAMIC file. ~TPICAL FOR TUB ROOM, U.O,N. SEE RNISH PLAN W/4" BA~K+SIDE SPLASH I 1 ] o ELEVATION TOILET SCALE: 3/8" = 1'-0" SLOPE 1/4'/FI. -6" TRANSFER SHOWER 3/8,,=1,.0,, ELEV._..TRANSFER SHOWER SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" / BATH ROOM - ELEVATION TOILET ~ SCALE: 3/8" = 1'-0" 5 piZ17F ( ELEVATION TOILET SCALE: 3/8" = 1'-0" ELEV. TRANSFER SHOWER SCALE: 3/8" = 1'-0" ] FIXFURE, ~ ('DP.) /~TYP. /'~'IYP. ~40" WNNSOOT CE~IC TI~ SEE RNISH PL~ / BATH ROOM / BATH ROOM ,CALE: 3/8 = 1-0 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Complglie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI3TEN AUTHORIZATION OF Thames Cernpiglle Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI3TEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. (~) Copyright 2008 Thomas Camp[glie Architect, PLLC. DBA. TCA ARCHITECTURE 10-08-08 8-28-08 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE ADDENDUM #1 ISSUED FOR D.O.H. REVIEW, PARTIAL SET ISSUED FOR BID PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, IN~RIORS, PROJECT MAHAGEM~qT THOMAS CAMP]GLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 765-8511 PROJeCt MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-8300 Fax- (212) 78D-5511 http:/A~w.ste rling nyc eom CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT ~UE NORTH D.O.H./C.O,N. NO. 071038-H PRO& NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE lO-OB-08 DRAWING TOILET AND BATHROOM ELEVATIONS SEAL SHEET NUMBER (-3" DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF · ~ PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE m ~- 14'-8' ~ ~ PROPERTY OF Thomas Campiglio Architect, PLLC, DBA , Compiglio Architect, PLLC. DBA ICA ~CHITECTURE. THIS DOCUME~ IS INTENDED SOLELY FOR THE ~ CONSTRUCTION OF THE PROJECT NAMED HEREIN ~D ~ ~ - TCA ~CHITECTURE, Thomas Compiglia, Architect, PLLC, m ~ ....... 3 / m - -- - 9 Immm COUNTER 8 ~ rim ' ~ 2'-6" m mm ) m ~ ~mm 1'-9" COR~N Hm~H AND LOW ~ mm m ~' ~ m qram ~ COU~OPS WITH STATION 1110 ~ ~ 4 5 ,,,, , u.c. n~ ~ C~IND. -- 10 ~ -- ~ 4'-~" ~ " / <~> ~ ' ~" ST~F STATION PL~ n NOU~S~ENT PLAN ~ ST~F STATION PLAN ~DNS PLAN ~ SC~E: 1/2" = 1'-0" ~ SC~E: 1/2" = IL0" ~ SC~E: 1/2" = IL0" ~ SCAR: 1~" = IL0" ~ ~ 1~" - .... ~- -~ .... ~ ................. ~ .... ~_ _.~ _ ~ ~ ~ SCHEDULED U/C LIG~ - I / I~ WOOD ......... ~ .......................... ~__ J l/COR~ COR~N COUNTE~OP ~ ~ ~ W/ 1 BUL~OSE ~,~. ,, ,, II I ~ ~ I -. / I I -. / I I -. .- I -, / I .. .. I ~ PROWDED AT A~ ! ~ ~ ~ J J J J ~ 4' TOEKIOK ~. i ........... m / / ~ELEVATION ~ ST~F STATION ~ELEVATION ~ ST~F STATION/ 1 ~ELEVATION ~ NOD~S~NT " SC~E: 1/2" = 1'-0" -- ~ SCAR: I/2" = 1'-0" -- / ~ SC~E: 1/2" = 1'-0" ~ SC~E: 1/2" = 1'-0" ~ THOMAS CAMPIGLIA, ARCHITECT, PLLC ~~ ~ t TEL NO. (212)686-1858 F~ NO. (212)765-85~ 1 ~ 1 ~ S.S.P. ~_, ~ ~ FU~ E~ION ~ Il STERLING MANAGEMENT, INC. /I / ~, wP. X ~ I ~ ~ ~ ~ T~' (2~2) 24~-~300.. F~: (2~2)7~-~51~ co. couN, o , s / //F ~ I ~. ~ ~ ' ~ ,~o~[ ~. ~ ~x~ ~ .- J ~ ~ ~ , 4 TOEKICK WP. OPEN ENEE~ ~ ~ ~ ' 11 OVAL DRIVE, SUITE 129, IS~NDIA, NY 11749 / NOmS NT ELEVATION ST F STATION / Gwe SOFFIT, ~P. ~ ~ j HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE o 4" HIGH ~CK A SIDE -. ,. '..' , ~ J~J'~(:'J CHECKED THC / x x__ ~, j ~ 7. FINISH COLORS TO BE SELECTED BY OWNER. ' ~ ~ ' ~ ~ ~ ~v-- ~ ~ ,OCA, O, o, ,ow,, ,,~,,~*c,,~. ~,,,~s ,o~,~ o~,,,w,~,. / ELEVATIONS I , ............. T -- ~ I ~ I J ~ ~ A. DESK SURFACES: 18" A.F.F. TO CENTERLINE / ~ , M / B. COUNTER SURFACES: ,~" A.F.F. TO CENTERUNE RES. ~E ~ S'-I" / ~C~D, SEE P~ & .... ! ..... J ', ~ 9. ~CH WORKSTATION TO REC~ QUAD OUTL~ AND COUBO VO~CE/DATA " ' ~ I ~ I H I H I ~ I RECEPTACLES (~P.) . s'-¢ I I I I ', , ' m. ALL rile CA~N~S ~= FURNITURE VENDOR. RE: ~00R P~NS 13'-~" , / 11. HIGH PRESSURE ~MINATE ON PL~OOD CORE. WPICAL FOR CABIN~S, ~LEVATION STAFF STATION ~ELEVATION ~ DNS / I.IERIO~S. ~lcAk [0~ AkL MI~CWORK. ' ~ SC~E: ~" = 1~-0'' ~ SC~E: 1/2" = 1'-0" ANGLED, SEE pLAN ~ 6'-5" ml,t5 _:=~' .... ',~=_ __,_ .... ~ ................. =;=' .... ~=_ _=~,~ - -- REVEAL .... " " ' " " '~ ~ % ~ / mir. ='=; .... =~='= ='~ .... =~'= ='== .... =~= :'~= .... =;='= :'=:=:::__--=~'= __~.~= =~ I I~- coR~. ~.-.- ~ - COUNTERTOP, .- ..' W/I~' ~ //[~aL~OSE~P. I ~ ~, I ~ :=~= =~-=:==--'.-- =~-~ .... ~,= =~-~ -~.--- --~-~ .... ~-.= / . ~. 17'-5" z , ~ OPEN KNEESPA~E xJ m -0" CABI~ PTAC. RE: FLOOR PLANS & (U) DRAWINGS. LOUNGE U.C. FILE CABINET  --ALL IN ONE FAX/ COPY MACHINE. -- U.C. FILE CABINET OFF[CE 1159 -4 P. LAM COUNTERTOPS. UNDER COUNTER REFRIGERATOR. U.C. FILE CABINET MEDIRA~ION C~ ~NOURISI-IMENT PLAN SCALE: 1/2" = IL0" GWB SOFFIT, P. tAM UPPER CABINETS W/ AD J. SHELVES, TFP. 'LITtle INCH' U.C. LIGNT FIXTURE, I'FP, 6" HIGH RACK & SPLASH, IYP. c_ = = ='~,= =~'_- = = _-'%= =~'_- = = _-'~.= =.~'_- = = ~._ _.~- = = ~= ~ >,",..c >,,,,.:c ........ ..... I II SINK, S-1. SEE ~ DRAWING LG-1 FOR ADDT'L INFO. P. LAM COUNTERTOPS, W/ 1 ,~' BULLNOSE TYP. P. LAM BASE CABINETS W/ ADJUSTABLE SHELVES, IYP. 4" TOEKICK I'(P. 14'-8" (10 EQ. PANELS) FILLER RE: FLOOR pLANS ELEVATION AT NOURISHMENT SCAL~ 1/2" = 1'-0" C~_TING PLAN ~ SCAL~ 1/2" = 1'-0" RE: FLOOR PLANS GWB SOFFIT, I~P. P. LAM UPPER CASINETS w/A~, SHELVES, 'LrlTLE INCH' U.C. LIGHI FIXTURE, IYP. EDGE OF WALL. 4' BACK & SIDE SPLASH, TYP. CORIAN COUNTERTOP WITH ~' BULLNOSE, WP. 1~' REVEAL, Tfp. WOOD VENEER PANEL 17P. P. LAM BASE CABINETS WITH ADd. SHELVES, 1YP. 4' TOEKICK RESlUENT BASE, lYP. CONTINUOUS WOOD SADE, ITP, ~ ELEVEVATION AT NOURISHMENT SCALE: 1/2" = 1'-0" 8 NURSE STA, ] 7 6 C scNU~ Ru.. 2S. =l~r_o,G STATION PLAN RE: FLOOR PLANS EXISTING WINDOW CORIAN COUNTENTOP WITH 1~' BULLNOSE, ]YP. 1~' REVEAL ~¢P. WOOD VEREER PANEL, TFP. CONTINUOUS WOOD BASE, 1YP. (~ELEVEVATION AT NOURISHMENT SCALE: 1/2" = 1'-0" Z RE: FLOOR PLANS CORNER OF WALLS. WINDOW. RE: FLOOR PLANS FOR ADDITIONAL INFO. 4" BACK & SIDE SPLASH, ~(P. P. LAM COUNTERTOP. U.C. FILE CABINET. ADA SUPPO~ BLADE, WP. 4' RESIUENT BASE, & tH) DRAWINGS. COPY MACHINE. 4" RACK & SIDE  SPLASH, ]YP. P, LAM ~-.-- -~ J CLOSED END P. PANEL I / U.C. RLES, IYP. ' I 4" RESIUENT BASE, z RE: FLOOR PLANS ~ ELEVATION AT CHARTING ROOM ~ SCALEc 1/2" = 1'-0" 8 EO. PANELS T .... / JL J L ' L' ~ I ~ ~ X~EN KNEES~ CLOSED END P. ~M ~ ~ /~ 'N N Il ME~S CART T0 BE PURCH~ED. RE: FLOOR ELEVEVATION AT CHARTING PLAN SCALE: 1/2" = 1'-0" OPEN KNEESPACE. ~ RE: FLOOR PLANS GWB SOFFIT, ~P. P. LAM UPPER CABINETS W/ ADJ, SHELVES, I~P. "LITrlf INCH" U.C. LIGHT FIXTURE, ]YP. 4" RACK & SIDE SPLASH, TYP. P. LAM COUNTERTOP. ~' THICK ADA SUPPORT PANEL, ~P. U.C. FILE CABINET. 4" RESIUENT BASE, ]YP. GWB SOFFIT. ~YP. ~ P. I~ UPPER RABINETS W/ ADJ. SHELVES, WP. 'lJ~E INCH' U.C. UGNT FIXTURE, TYP. 4' RACK & SIDE SPLASH, ]YP. P. tAM COUNTERTOP. - FULL EXlEBSION KEYBOARD DRAWER. ~" ADA SUPPORT BLADE, lYP. 4' RESILIENT I~P. f-3" ,~ 8 EQ. PANELS RE: FLOOR PLAWS GWB SOFFIT, WP. ~ UPPER CADINETS w? ADJ. SHELVES, TYp. LffrLE INCH U.C. LIGHTING, I'fP. 4" BACK & SIDE SPI~H, ]~P. P. LAM COUNTERTOP. UNDER COUNTER REFRIGERATOR. PTAC. RE: FLOOR PLANS & tH) DRAWINGS. FULL EXIENSION KEYBOARD TRAY. ~" THICK P. LAM ADA SUPPORI PANELS. 4" RESILIENT BASE, WP. COORDINATE WITH REFRIGERATOR TO BE PURCHASED. CORNER OF WALLS. WINDOWS. RE: FLOOR PLANS FOR ADDITIONAL INFO. 4' RACK & SIDE SPLASH, ~7P. P. LAM ~" 1HICK ADA SUPPORT PANEL, TYP. U.C. FILE CABINET. 4" RESILIENT BASE, ~TP. ~GLED RE: FLOOR Pb~S ELEVEVATION AT NURSING OFFICE SCALE: 1/2" = 1'-0" NOTES: 1. ALL DRAWERS & CABINETS SHALL BE EQUIPPED WITH KEY/LOCKING HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE NOTED. ALL HINGES SHALL BE COCEALED TYPE. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. 3. SEE DRAWING A-701 FOR CABINET AND COUNTERTOP CONSTRUCTION DEATILS. 4. SEE DRAWING AN-02 FOR PLUMBING FIXTURE AND ELECTRICAL SYMBOL LEGEND. 5. SEE DRAWING A-603 FOR TOILET ACCESSORY LEGEND. 6. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW UNLESS OTHERWISE NOTED. 7. FINISH COLORS TO BE SELECTED BY OWNER. 8. UNLESS OTHERWISE NOTED SEE ELECTRICAL DRAWINGS FOR HORIZONTAL LOCATION OF POWER RECEPTACLES. UNLESS NOTED OTHERWISE, VERTICAL LOCATIONS OF POWER RECEPTACLES SHALL BE AS FOLLOWS: A. DESK SURFACES: 18" A.F.F. TO CENTERLINE B. COUNTER SURFACES: 46" A.F.F. TO CENTERLINE 9. EACH WORKSTATION TO RECIEVE QUAD OUTLET AND COMBO VOICE/DATA RECEPTACLES (TYP.) ~O. ALL FILE CABINETS BY FURNITURE VENDOR. 11. HIGH PRESSURE LAMINATE ON PLYWOOD CORE. TYPICAL FOR CABINETS, BLADES AND COUNTERTOPS. MELAMINE CAN BE UTILIZED AT CABINET INTERIORS. TYPICAL FOR ALL MILLWORK. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERT¢ OF Thomas Cempiglie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Cemplglia Architect. PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglla. Architect. PLLC. ~Copyright 2008 Thomas CempiglM Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-05 ISSUED FOR D.O.H. REVIEW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-06 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING BATE REASON FOR ISSUE PrOJECt RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHI~C~LJRE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MFTZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENU E, MEZZANINE NEW YORK, NY 10016 ,Tel: (212) 245-6300 F~' (212) 765-8511 h[l~ 7/www sterlingnyc corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631} 592-2673 FAX {631) 592-2673 CONSULTANT CONSULTANT ~UE NORTH D.O.H./C.O.N. NO. 07103B-H PROJ. NO. 16209 SCALE AS NOTED DRAWN X× CHECKED TNC DATE 10-08-08 DRAWING ENLARGED PLANS AND ELEVATIONS A-606 ~ ELEVEVATION AT NURSING OFFICE SCALE: 1/2" = IL0" ELEVEVATION AT NURSING OFFICE SCALE: 1/2''= 1'-0" ELEVEVATION AT NURSING OFFICE SCALE: 1/2" = 1'-0" SEAL SHEET NUMBER % ~ I' DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROPERI'f OF Thomas CamplgllO Architect, PLLC. DBA TCA ARCHITECTURE, , NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI1TEN AUTHOR~ZAITON OF Thomos ANOLE SEE PLAN Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. 5'-9~" (4 LQ. PANELS) / THIS DOCUMENT IS INTENDED SOLELY FOR THE - -- ? -- - ' ( E. PA ELS) / P. ~D UPPER CON.RUCTION OF THE PROJECT NAMED H~EIN AND : J~//~lll J /; ~ ~' ' m f [ m I m / ~ ~SHELVES) 'm OTHER O0"STRUCT.O~ '.THOUT THE w'm"EN CONSENT OF ' ' ""," '."' ' , ..... ' ' " '" - "~ INCH' U.C. / ~ . '~ ': ." . UGHT FIGURE (~P.) ~ "' . - 4" HIGH ~CK I / xx & SIDE SP~H, =~ .... ~= =~== ==~= il~ ~ ~, / / '-- P~EL ' " SCHEDULED VISION ~ ~ ........... ~ ~ - FU~ ~ENSION ~ m ~ i ~ ~ m , / ~PEN KNEESPACE / / _ C0PY/F~ / i /' ~PEN KNEESPACE / ~ ~ ~ / / -- ~CHINE /m~ ........... m = ~ ~i mm I ~ ~1 ~ X~ ~ / / ~/ -- 2" HIOH PENCIL ~ /~ ~/ i // D~W~. / ~ .......... ~ ) I ~ . /~ / D~WER. T~. ADA ~PPORT J RES, ~SE 4" RES, ~E 4'-~' 2'-1~' ~ ,' RE: FLOOR P~S ' COPY ROOM PLAN ~ ELEVAT~N COPY ROOM ~ELEVATION ~ ~CEPT. ROOM } ~ ELEVATION ~CEPT. ROOM ADDENDUM 12'-~' ~-28-08ISSUED FOR BID · -~ ~- 8-28-08ISSUED FOR D.O.H. SUBMISSION 11'-~' (9 EQUAL PANELS) 1'-3" , 1'-3"I. 11'-~' (8 EQUAL PANELS)mm/ r ~ - GWB SOFFIT, ~P. DECO.TroVE 12"~ COLUUN 8-12-08 ISSUED FOR D.O.B. FmLmN~ · ~ / NO. DATE REASON FOR ISSUE ~· ~ GWB SOFFE, ~P. ·/ j ~ ~ EDGE OF W~L B~OND. ~ .m ~ ,( / , ~ ~ , HELES,~. m ~= - m ......................... ~ 4' ~CK & SIDE ~: z ~ ~ _ _ ~'_ ...... ~ ...... % ....... % ~ LI6~ FIGURE (~P.) ~ SINK. SEE L6-1 AND m ~) ~, ~ .... ~ '~ r .... ~' 61700 ROUTE 48, GREENPORT, NY 11944 ~ / I/~ OPEN KNEESPACE[ ~ ~ ~EN KNEESPACE L~ : ~ P~EL. , ~ OPEN ~NEESPACE ~ I',~ Ii OPEN KNEESP~E// ~ '_ ~ C~IN~ , 2'-0= 5'-~' U.C..~LE CABIN~. ~G~D 3'-11~" 4' RES. B~E (~P.) :::::::: // ~' ~¢}¢ _ BUS~SSOFFICE PANTRY TEL. NO (212> 686-1858 F~NO{212) 765-8511 ~EVATION BUS.SS OFFICE 3 ~ELEVATION ~ (3) ~ELEVATION ~ ~ SC~E: 1/2" = IL0" ~ SC~E: 1/2" = 1'-0" ~ SC~E: 1/2" = P-0" "-' "' 0 mm mm m m O ~ ~ ~ : 2 PARK AVENUE, ME--NINE ' NEW YORK, NY 10016 // IIIPANTRYir WAr GWB SUPPORT F~CIA ~ l[ DECO~TIVE 12"¢ ~~ =, CONSULTANT ~CEPTION PLAN ,, mr nm7 m, OOFFEE sc~: ~" = ~'-o" / ' ~ - - h ~ ~ L J ~ s~ ,~.~ i -- ~ .... ~c~ mc,~,~. ~ ~ -- ~ I ~ .... ~ I SINK, S-2, SEE ~ ~ ~ INF0. ~ ~ICR0./ C0~. 11 OVALDRIVE, SUIIE129,1S~NDIA, NYll749 m m mm ~' ~ ~m ~ COF~E. MACH. m~.... ~ m ~-4 ~D, LG-1 SIM.~ o~ I~ F -- OVEN TEL NO. (631) 592-2673 F~ (631) 592-2673 - ....... ' ~ ~/ 1 ~" BU~NOSE ~ ~ % -, - ~ iCE MACHINE. L. . ~ ~ R~, ~. ~ ~ - ~, ,, / ' ,, ,/ ,, ,, . ~ ~ P.~E { j __' 5'-~" 2'-*' 10' 2'-4' 2'-4" 2'-4' 2'-0' _~ mm ' J n PANTRY PL~ ~ELEVATION ~ PANTRY ~ELEVATION ~  - ~ ~ 2'-¢ ~ SC~E: 1/2"= 1'-0" ~ SC~E: 1/2" = 1'-0" ~ SC~E: 1/2" = 1'-0" ;? SCALE ~ H01ED BUSINESS , i DRA~ XX ~ 2. FINISH ALL CABIN~ ENDS THAT DO NOT ABUT WALLS. 9. ~CH WORKSTATION TO REOI~E QUAD OUTL~ AND COMBO VOICE/DATA ~ RECEPTACLES (~P.) ? ~ % 3' SEE D'WIN~ A-701 FOR CA~IN~ AND COUNTERTOP CONSTRUCTIONLE~END' I 51 SEE DRAWING A-- 603 'O'L ACOE'SO'Y LEGEND' -~ 7- -*, 7'- _% , ,~ _ ~ ,,~ =% =x..., · -q KYBRD. DRAWER. ~ ,/' ~l-'~q~ OPEN KNEESPACE /' / I1 I-~-I~ I OPEN KNEESP~E// '~ ...... F-I I ~x/ - / ~L ~"-- = = :'% _-?Z = = ~j ?"= = = =",~ ~.~/_-: = _-"~.~ / ~k ~'-Z- - .?' - '"2- - ,?- '~"Z- -,'-'" - %7 - - 7' ~ - ~'///////~t ,Il, , I. ,Il, , I / ~ ~J~. EXlERSIOR 3 ~ ~RD. DRAWER. ~.,........ j . x,, i // ~ ,~ r~, r .... ~ ~ ~ r- .... --"< ! l/ ~x~OPEN NNEESPAC~I ~ ~ ~OPEN NNEESPACE ~.~.k~ I ~ , . , , I / [ L REFRIGERATOR BEYOND. ........... DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE 0~'/~ ICA ARCHITECTURE. · ,' NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE GWB SOFRT SEE ELF. ~ MADE WITHOUT THE WRI~EN ALrrHORIZATION OF Thomos ~ ~ , _---.-.-- - GWB SOFFIT SEE REF. THIS DOCUMENT IS INTENDED SOLELY FOR THE  / ' %. / - ' ~- CLG. PLANS. CONSTRUCTION OF THE PROJECT NAMED HEREIN AND // ~.N ~ SHALL NOT DE USED BY ANY OTHER PARTIES FOR ANY ~ OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT Of ~ ~ I \~. ~ ~ Tea ARCHITECTURE, thomos Compigli., Architect, PLLC. ~ ~ %.~%. ~~ P. LAB( ADJUSTABLE , (~) Copyrigh[ 2008 Thomas Campigiia Architect, PLLC. ~- %. DBA. TCA ARCHITECTURE STAT[ON/ i II 3~ - z '~ 2I~Lo" ~ o CONSULTING ROOD __ , ~ = BEYOND. I Il m ~ 1 ~" BULLNOSE ~ %. /-- "CORIAN" COUNTERTOP W/ LJ' ~ . ~=- 1 J~' BULLNOSE, IYP. .1__ dk~ ~= I ~" S.S.P.LAM ~ .~ ~J ~ / ~_~= ~ · ~ ~ 1 .~' S.S.P.LA~ ADA SUPPORT ~ '~ ~ ~ . "~ I % BLADE, 1YP. ~ I[ WOOD VENEER PANEL ~ '" / ~ /- WOOD VENEER PANEL, ~ I -~--~- -- CHART OABT PROVIDED ~ /~ / 1YP. JIl BY OWNER (1YP.) ~ '-. / PENCIL J 4' TOEKICK TfP. '~ / ~ ~~ ~ )1 DRAWER. ~1 5'-8" ~ , ~'-0" ANGLED. SEE PLAN ~ 4' RES. BASE STAd~"F STATION PLAN ' SCALE: 1/2' = 1'-0" RE: FLOOR PU,~S RE: FLOOR PU~S , ,?-~',. 1STAFF STATION ELEVATION ~ STAFFSTATION ELEVATION ~STAFFSTATION ELEVATION ] ~ SC/d.E: 1/2" =1'-0" ~ SCALE:1/2" =1'-0" ~ SCALE:1/2" =1'-0" _ _~'L__~ _ _~' I 7'-r (~ EOUAL PANELS) 8-1 9-10-08 ISSUED FOR D.O.H. REVlEW, PARTIAL SET -- ~' r ' '-' ~ ~ SOAP DISPENSER P. LAM UPPER BEYOND .......... ', ~ . ....... , . ... 8-28-08 ISSUED FOR D.O.H. SUBMISSION SCHED. DWG. A-604, - _ .. ~. , . / r SHELVES, TYP. P. LA~ UPPER ~ / \ / X / x ~ ~- I P. LAM ADJUSTABLE / -- -.. / X / '~ ~ "LITrLE INCH" N.C. SHELVES, BEYOND. :=~ :~ ~'= 'x .~=-- I 1'-3" ~ Q. SHELVES, 17P. ~? ~/ % / ) ~ ~ ~ ~ ~/ ~ LIGHT RXTURE (TYP.) m "~ ~ -- -- -- /~ - ' -- ~ PROVIDED PROJEcTNO' DATE REASON FOR ISSUE I ~ ~ 6" HIGH BACK & SIDE ~ [ SCHED. DWG. A-604, J ~ ~- SPLASH, 1YP. ~ · SINK, SEE "AF" DWG'S = , ~ MOLDINGS, I~P. B' HIGH ~ ~ ~ ~ ~ P' LAM COLINIEHTOP, ~ GINK, S-1. SEE N'ID LG-1 FOR ADDT'L ~ .~ ADA RUPPORI I ~. ~ ~P. ,~ ~ DRAWING kG-1 FOR INF0. ~.- BLADES, BACK & SIDE j ~ ~ CLINICAL SINK ~ ADDT'L INF0. c,:: ~ ........ %N ADA SUPPORT -- ~ c~ ~ SPLASH, 17P. '-- __' 7 / , %. %. ~__ R. LAid CODNTERTOP. W/ 1 ~" BULLNOSE '0 %~ ~ -- ~ ADDT'L INFO. ," THICK ~ '. __ , ', ' WOOD VENEER PANEL /-- I I -- ~" THICK ADA x '~ / / %. "7'--- / W/ A~. SHELVES, TYP. 4" TOEKICK 1~P. ' ',_ SUPPORT PANEL WP. ~- N ~ ~"~' -- INSULATING PVC SAFELY '~' ~' -----'~'- ~ I 61700 ROUTE 48, GREENPORT, NY 11944 4'-1~' -' ~ ~ 2'-65,/4" ±4'-4~' 2,_05,/4, ~ INSULATING PVC SADEIY ~'-0' LQ. Q. SLEEVE SHALL BE 10'-0" 2'-%!~2' ARCNITECT - -- PROVIDED AT ALL 7'-0" EXPOSED WASTELIHES. 12'-B~' EXPOSED WASTBLINES. 4" TOEKICK 1YP. ,' ,' SOILED UTILITY PLAN '- ~ RE: lq_00R PLANB RE: FLOOR PU~I 4' RES. BASE ~_ R£: FLOOR PLANS SCALE: 1/2" = 1'-0" ABRoN.REMOVABLE P. LA~ - (WP.) 4" RES. BASE T C A 7'-0" ARCHITECTURE, INTERIORS, PROJECT MANAGE~IENT ' ~ SOILED UTILITY ELEVATION ~CLEANUTILITY E~EVATION ~PAN~RYELEVATION ,,o,^s c^~,~GUA. ARCH~TECT.,'LC ' '" ' ~ SCA~E: ~/2" = 1'-0" ~ SCALE: ~/2" = 1'-0" ~ SCA~E: ~/2" = 1'-0" t-q ___ I .~ I -"~ ~-- 6" HIGH BACK & 6'-0" r 2PARKAVENUE, MEZZANINE NEWYORK, NYIOO16 ~ --*'~- i ..... SIDE SPLASH, ]YP. , TRACK LIGHT. SEE TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 · REFLECTED CEILING ~. ', PLAN FOR ADDITIONAL - -- ~ ~-, ' ", PROJECT MANAGERS: ~ ~ × %. × ~ × %. UPPER CA~,NETS W/ ~c 'c~ ~ & LG-1 DRAWING FOR IM 1YP. ~ [ ~ CORIAN COGNTEB'OPS, ~...~= = = ~ - P. LAB BASE CABINETS ~ TERTOP CONSULTING ENGINEERS = = w/A~. SHELVES, ~P. -- = F -- = =~q I~ = --- ~1 I~ = , ' W/ 1 ~" BULLNOSE 1'(P, / ~' 6" HIGH BACK & SIDE ~ / / X / X / X ~ / %. / X / ~ ADA SUPPORT BLADES, % ~ ~ / % / x. ~ ~. / x / ~ J-- ~-~--- 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 1174g " " [-- ~::::::===--~--~ 4" RES. RASE ~ ~x~' *- CURVED, SEE PLAN 1'-'5~2" 2'-6" 2'-6" 2'-6" - 4" RES. BASE 4" RES. BASE CONSULTANT CLEAN ROOM PLAN ' , SCALE: 1/2" = IL0" I . r · , CLOSED P.LAM END 12'- ' ~ ~'~ ~o"'"x * = 1. PROVIDE ALL · UNIT (WP.) .... ~ ~ = ri":' '8 ~.A.~N.,,T~,,~R,,Y~,,ELEVATION r'h~PANTRY ELEVATION ~ ~. ~ SI,K, SEE 'AF-' FE'h PANTRY ELEVATION I DWG'S EOB 17PL. ~ SCALE: 1/2" = 1'-0" ~ SCAJ~E:1/2" =1'-0" ~ SCALE: 1/2" = 1'-0"  ~'- 1. ALL DRAWERS & CABINETS SHALL BE EOUlPPED W~TH KEY/LOCKING "~ ~ C0F~E MACHINE. D.O,H./C.O.N. NO. 071038-H ~ I .~'~? / 2. FINISH ALL CABIN[I ENDS IHAT DO NOT ABUT WALLS. ~ PROd. NO. 16209 ¥ [ [ Ij ,~ M~0ROW^VE/DONV. 3. SEE BR^W~,G ^-7C'~ FOR CABINET ^N~ COUNTERTO, CONSmUCT~O, .~':f' SDAt.[ AS HOTED -_ , ~ ~,, OVEN. D~,T,,S. PANTRY __~ __1 ,,__ s. SEE DRAWlNC ^-OOJ FOR TO,LET ACCESSORY LEGEND. ~.UE DA~ 1D-OB-O~ '11 ~,~-- REFR,GERATOR. ENLARGED PLANS AND -- Loc^.o. oF ~OWER REOEP,^~LES. D.LESS .0~ O,.~.W,~. ELEVATIONS ~ // ~ X %~ ~ I ~ ~ A. DESK SURFACES: 18" A.F.F. TO CENTERLINE ~/ ~ ~ B~DES, ~. I Y , RECEPTACLES (~P.) I /~ 1~, HTOH PRESSURE ~U~NATE OU PL~OO~ CORE. ~mCAL FOR CAB~N~S, I ~; BmDES AU~ COUNTERTOPS. U[~U~N[ CAN BE UnUZED ZT CAB~N~ ~ I ' CLEAN RM DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Cornpigllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRRTEN AUTHORIZATION OF Thomos Cornpiglio ~chitect, PLLC. DBA, TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thorrnas Cornpigllo, Architect, PLLC. (~ Copyright 2008 Thomos Cornpiglio Architect, PLLC. DBA. TCA ~CHTIECITURE F I (PAINT V ~ ~TYP. 1/2" SOILD SURFACE SILL o'-o" RENOVATIONS TO: TYPICAL WINDOW INTERIOR ELEVATION (with no chair rail) ............. (~) SCALE: 1/2" = 1'-0" 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT TCA THOMAS CAMPIGLIA, ARCHITECT, PLLC SURROUND (PAINT FIN.) S""l lNG STERLING MANAGEMENT, INC. TYP. CHIAR RAIL AS SCHEDULED 2PARKAVENUE, MF77ANINE NEWYORK, NY10016 ~ -' J (PAINT. FIN.) ~le[: (212) 245~6300, P~x: (212) 765-8511 ",,,x~ ~ PTAC / JAMES, LASALA o'-o" CONSULTING ENGINEERS ) PIN. FLOOR ~ 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 TYPICAL WINDOW INTERIOR ELEVATION (with chair rail) CONSU'TAN, SCALE: lf2" = 1'-0" CONSULTANT NOTES: 1. ALL DRAWERS & CABINETS SHALL BE EQUIPPED WITH KEY/LOCKINGi FIN. CEILING ~ 8'-0" HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISEI NOTEDm ALL HINOES SHALL BE COCEALED ~'Pi' I~ / ~//E~ ,'-o' w,De, 1'-s" DEEP/ ~AL BEDROOM i ~ SCHEDULE LAMINATE OR WOOD VENEER BY ~ SCHEDULE ; i OTHERS PRO& NO. 16209 3. SEE DRAWING A-701 FOR CABINET AND COUNTERTOP CONSTRUCTION ~ , FLAT PANEL FLAT PANEL / ,,' SCALE AS NOTED DEATILS. LCD 7V LCD 1¥ ~ ] [ 4. SEE DRAWING AN-02 FOR PLUMBING FIXTURE AND ELECTRICAL SYMBOL ,,,, ,,/,.,? 5. SEE DRAWING A-605 FOR TOILET ACCESSORY LEGEND. ~ = = = FOR PERSONAL BELONGINGS 6. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW ~ / % CLOSET/AMOIRE W/PLASTIC UNLESS OTHERWISE NOTED. ~°=¢ \ "1 /' CLOTHEsOTHERsLAMINATE RoBOR WOOBNoT VENEER BY -CLOSet/// //E~/ ELEVATIONS & TYP 71 FINISH COLORSTO BE SELECTED BY OWNER. ~ ~' ~ \\ // TO EXCEL6 48" A.E.F. ARMOIR~ /i E~ Er7 INTERIOR WINDOWSELEV' 8. UNLESS OTHERWISE NOTED SEE ELECTRICAL DRAWINGS FOR HORIZONTAL aJ ~- \ / LOCATION OF POWER RECEPTACLES. UNLESS NOTED OTHERWISE, > \ / ,~ -- / ~' ' DRAWERS WITH ADA VERTICAL LOCATIONS OF POWER RECEPTACLES SHALL BE AS FOLLOWS: ,/ ~o/ ~/ ~' COMPLIANT PULLS ~CRASH RAIL-SEE DETAIL J #8/A--801 ' A. DESK SURFACES: 18" A.F.F. TO CENTERLINE I ~ I DRAWERS WITH ADA ~ ~ ~.~. (~PICAL) I 9. EACH WORKSTATION TO RECIEVE QUAD OUTLET AND COMBO VOICE/DATA i iFiN. FLOOR I~ i iFiN. FLOOR ~ //~' 10. ALL FILE CABINETS BY FURNITURE VENDOR. 11. HIGH PRESSURE LAMINATE ON PL'CNOOD CORE. ~PICAL FOR CABINETS, BLADES AND COUNTERTOPS. MELAMINE CAN BE UTILIZED AT CABINET ~TYPICAL (~ TYPICAL INTERIORS. TYPICAL FOR ALL MILLWORKI BEDROOM ELEVATION BEDROOM ELEVATION ,- ' k.._./FOR REFERENCE PURPOSES SCALE: 1/2" = 1'_0' SCALE: 1/2" = 1'_0" FLAT PANEL FLAT PANEL 3'_0" WIDE x 2'-0" DEEP ~MINATE OR WOOD VENEER BY OTHERS CLOTHES ROD NOT TO ExCeeD 48" A,F,F, COMPLIANT PULLS //B ~ ] ,.-o- W,DE, 1.-s- DEEP DRESSER/NIGHTSTAND W/PLASTIC LAMINATE OR WOOD VENEER BY OTHERS PROVIDE LOCI(ABLE DRAWER FOR PERSONAL BELONGINGS (TYPICAL) -CLOSe/ ,~ -- ~ "' . DRAWERS WITH ADA COMPLIANT PULLS -' ~ (TYPICAL) PLASTIC LAM. ON /~ PLASTIC LAM. ON /~ ~" PLYWOOD, INTEGRAL DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of GENERAL NOTES:/ RASE.]YP.~' PLYWOOD, INTEGRAL / . BASE, ]'CP. PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE BASE, TI(P. PROPERTY OF' Thomas Complglio Architect, PLLC· DBA 2. HEIGHTS OF ALL CASEWORK AS INDICATED ELEVATIONS TO GOVERN THOSE OF ]YP. DETNLS. w NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE / lC&DE WITHOUT THE WRRTEN AUTHORIZATION OF Thomas 5. REFER TO ELEVATIONS FOR LOCATIONS OF ~(PICAL CASEWORK DETAILS. DOUBLE SLOT OR LQ.) , · 1'CP. Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. 4. 6" WIDE 18GA. CONTINUOUS STEEL PLATE SECURED TO FACE OF STUDS WITH 2 PANCAKE HEAD DRYWALL PLAS. LAM. SHELVES . L, THIS DOCUMENT IS INTENDED SOLELY FOR THE SCREWS. EXTENT OF PLATE, MIN. OF ONE STHD PAST END OF CABINET. LOCATION OF BACKING PLATE AS ~ -~ PLASTIC LAM, ON ~4'] CONSTRUCTION OF THE PROJECT NAMED HEREIN AND REQUIRED BY CASEWORK Y~NUFACTUREB.j ,~_ 'J/ ~ ~ I PLYWOOD. (17P.) % SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY 5. ALL EXPOSED CASEWORK SURFACES & EDGES TO RECEIVE PLASTIC LAMINATE FINISH (U.N.O.). ~ z~ 1. SEE ELEVATION FOR ~ TCA ARCHITECTURE, Thomas Comp~glio, Architect, PLLC. 6. ALL DRAWERS & CABINETS SHALL DE EQUIPPED WITH TAMPER RESISTAN~ KEY/LOCKING HARDWARE UNLESS O~HERWISE m NOTED· _~ .~, NUMBER OF SHELVES. (~) Copyright 2008 Thomas Campiglio Architect, PLLC. ~ cc DBA. TCA ARCHITECTURE ALL WINGS SHALL BE CONCEALED· USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE NOTED. ~ w 2. SEE PLANS FOR WIDTH ~ ,.. - 7. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. c~ OF SHELVES. ~ ~ 8. ALL CABINETS AND COUNTER TOPS SHALL HAVE A HIGH PRESSURE LAMINATE FINISH UNLESS OTHERWISE NOTED. ~ ~' r a~ DRAWER UNFf ~ 9. SEE DRAWING LC-1 FOR PLUMBING FIXTURE AND ELEC~EIGAL SYMBOL LEGEND. / ~ '- 10. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW UNLESS OTHERWISE NOTED. ~ SHELF BRACKET. / % /----_ PLASTIC LAMINATE 11. SEE INTERIOR DESIGN DRAWINGS FOR FINISHES. SEE PLAN ~ ON ~" pLYWOOD 12. ALL PANTRIES COUNTERTOPS & CABINETS SHALL BE FABRICATED FROM PLYWOOD, NOT pARTICLE BOARD. ,_ (KV #185 OR LQ.) DRAWER UNITS ~ ~ - PLASTIC LAMINATE 12' U.O.N. ' J ADJUSTABLE SHELF -- PLASTIC LAMINATE 18' DEEP e WALK-IN-CLOSETS. '~ ~ o~ ~ IF REQUIRED. (SEE ~/ ON ~" PLYWOOD. ~ ELEVATIONS) -- ~ (IYP.) DETAIL SECTION SCALE: 1,,= 1,_0. SCALE: 1''= 1'-0" ~ SCALE'I" = 1'-0" RACKSPLASH WITH RETURN AGAINST SIDE WALLS OR AGAINST SIDE WALLS OR 2'-0' U.N.O. ~ ~YP' TYP, 9-10-08 ISSUED FOR D.O.H. REWEW, PARTIAL S~T ADJACENT CABINETS = _r, - %'~ '~ ' (]~P.-U.N.o.)ON ~' PLYWOOD. REQ'DGOOSENECKRE: SPEc.FIXTURE AS 8-12-088-28-08ISSUEDISSUED FoRFOR D.O.B.D'O'H' FILINGSUBMISSION AS REQD RE: -~/ - ' ~ -'~- ' ~ PROJECT SPEC. ~' DRAwERPLASTIC LAM.FRONT. ~/_~---- ~---'- -- STAINLESS STEEL SINK ~ ~ ,,', ~- -- - RENOVATIONS TO: - - o ~ ---- TRASH CUTOUT STAINLESS STEEL SINK -- DRAWER UNITS ~ ~ --'- WHERE NOTED. ~ ~ -- OPERABLE DOOR ~ ~ ~ PLASTIC LAM. ON ,.~ ~ .~, ~" PLYWOOD. (TICp.) REMOVABLE ~" PLYWD. P. LAM. o X ~ -- PLASTIC LAMINATE APRON (]YP). ~ ADJUSTABLE SHELF · IF REQUIRED, (SEE "; ~o ,, ~ ELEVATION ·, A~CHITECT TCA SECTION SECTION SECTION d CH' CTURE, 'M B'OBB, PROJEOTMAN^ EMENT SCALE: 1" = 1'~0" ~ S~ALE: 1" = 1'-0" ~ SCALE:l" = 1'-0" ~ SCALE: 1" = IL0"~HOMAS CAMP[GLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE N~YORK, NY 10016 1/2" THK. SOLID SURFACE TEL. NO.(212) 686-1858 F~NO,(212) 765-8511 COUTNERTOP WITH RADIUS EDGE PROJECT MANAGERS: 2'-0'(T~P.) U.N.0. S""t lNG SOLID POL%IER , RE: DETAIL ]HIS SHEET · FABRI~TED ' ' · · COUNTER-TOP~' -%~ /~ ' ~ STERLING MANAGEMENT, INC. ~'i" ~ ', ~/ . Teh (212)24S-6300 F~. (212) 765-8511 REQ'DGROMM~S AS ~m ~ m % WOOD ~NEER FINISH ~m ¥- '' " ! ~ % 3-~" ~V~ FOR CONDUES ~ / = JAMES, ~ :,~ ¢x2" WOOD m~ ~ ~ CONSULTING ENGINEERS ~ [. % ~ ~ 3/4~ THICK PL~00D m TEL NO. (631) 592-2673 F~ (631) 592~2673 P. ~. RNISH ALL ~ Fl~ G~IN~ W/END SURFACES & ENDS (~.) CONSULTANT SUPPORT ~ EEQ'B. AS REQ'D, SEE EL~'S SHEET NUMBER SECTIONSECTION (5'hSECTION scAl/ ,: ,,: ,,-o,, qG [i]? SOLID POLYMER ~ 1/2" SCRIBE R~L ~HIGH PRESSURE ~MINATE OVER  F~RICA~D / 3/4" PL~OOD COUN~OP (~P.) W/1-1/2" 1'-6" l'-O' COUNTER-TOP P~mc ~. ON~ FINISH CEIUNG AS SCHEDU~D.~HARDWOOD QUARTER ROUND FINISH ~ / ~" PL~OOD, )~EG~ 2'-6" (~) AT WORKSTATION EDGING W/3/4" ~mus. (~P.) ¢r' 2'-6" (U.N.O.) P~C ~. ON WITH M~AL B~CmNG AS SOLID POLYMER[ ~ PL~OOD-~L ,L I D.O.H./C.O.N. NO. 071038-H COU~ER-TOP 1-~" P. ~M R~L WITH S.S. RN. ~ ~_ D~R BELOW. PROJ. NO. 16209 '-' ADJUST~LE P. ~M. FU~ ~ J .- ~ a r ', ' ~ ~ ' SCALE AS NOTED ~ WOOD VENEER FINIS~ " % p. ~. /,,. 6ROMM~S ~ ' ~ (2) ~TERS OF ~" PL~OOD ~ ~ ~~';,¢" CHECKED THC REQ'O~ ,, ~ , o WOOD ,HOERS SEE ' ~ [ ~ ~-~' CA~ FOR CONDUI~ REQUIRED. ~ J ~ ~ RLE C~IN~ W/END / RE: EL~ WHERE ~ ~ WEH SWITCH. SEE ' ~ ~ / ~ 3/4' mlCK PL~00D P~S. ~ ~ ~. DOOR. (~P.) P~S. SECTION ST F STATION SECTION SECTION I li I 8" DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF STEEL LINTEL SCHEDULE __ __ ~ ¢¢. CEILING~ / PROPER~¢ OF Thomas Compiglla Architect, PLLC. DBA LOOSE LINTEL ( UNLESS OTHERWISE NOTED) ' , ~/ W~rTIER COOLER. ~ TCA ARCHITECTURE. ;~'''[~.' '1~I/--NEW WALL fl0 REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MAXIMUM LINTEL SIZE % ~ ..~ ' Il,_3 / Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. 5'--0" (2) L4x4x~" ~ ~ ' ; MINi BARRIER-FREE , CONSTRUCTION OF THE PROJECT NAMED HEREIN AND WGxlO WITH 8" WIDE x 1" THICK / ..~_ PLATE I COOLER. / OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF PLATE WELDED TO BEAM W-BEAM I ~ 12'-6" W8xl5 WITH g" WIDE x 1" THICK LD TYP. II II ~-- DBA. ICA ARCHITECTORE PLATE SEETION I[ WHERE TELEPHONE IS 8" I I ADJACENT, I I r-- ~ STEEL LOOSE LINTEL SCHEDULE E. II BARRIER FREE CLEAR ~ · "''"" ~.--~ LOOP SPACE. ELEVATION LOOSE AHGLE L,NTEL ( UNLESS OTHERW,SE NOTEO) '::i:;:: ~ (2) STEEL ~/~ ..?~ MAXIMUM SIZE OF ANGLE i$,,":!:,¢ ~ANGLES :Il ABUTTING SURFACE -- OPENING # SEE NOTE BELOW I  ~ ~ , 3o~4~" I/~APPLICABLE. SEE ~' I_~.._~ /~ FLOOR PLANS, ~FIN, CEILING· 4'-0" 3 1/2"x3 1/2"xl/4" TYP STEEL ANGLE LINTEL , ~v~ SEETION 6'-6" 4"x3 1/2"x5/1 6" ~EXISTING WALL! _~ ~~~, ,I -- ~/~ ELECTRIC WATER ~"-5"' BARRIER FREE FOR ARRA. GEMENT A.D LOCAT, ONS OE LOOSE ANGLE STEE' L'NTEL ATER COOLER. :M'N: cOOLER SEE o LINTELS SUPPORTING WALL OVER CONVECTORS, ' '-'"1"/~4 / '~,'~ '~_' '"~ -- PLUMBING DWG. UNIVENTS, DOORS, WINDOWS, FIRE EXTINGUISHERS, :-' X~OUNTING WALL. La DRINKING FOUNTAINS. ETC..., SEE ARCHITECTURAL,l~ = PLAN~] DRAWINGS. FOR ALL SUCH OPENINGS USE ONE ANGLE L~ WITH LONG LEG VERTICAL AND EXTEND AT LEAST(.'--~.: "~xGx~-- ,, STEEL *~ r ~ PAST WALL OPENINGS. FOR WALL OPENINGS GREATER [ ~, PLATE ,~ CORRIDOR THAN 10'-0" THE CONTRACTOR IS TO PROVIDE A ---~ T, ~GROUT SOLID STRUCTURAL BEAM OF SUFFICIENT SIZE AND WBGHT ' TO SAFELY SUPPORT ALL LOADS, LINTELS OVER 4'-0" TO BE FIREPROOFED TYP STEEL LINTEL TO EXISTING WALL SECTION A-A CONNECTION DETAIL ~ ~MISC. LINTEL SCHEDULE (~CRASH RAIL DETAIL/CHAIR RAIL (SIM. AWATERCOOLERDETAIL xk3_7/ SCALE: N.T.S. ~ SCALE: 1'-0" = i'-0" ' ~k~jSCALE: 1/4" = 1'-0"  ~ 9-10-08 ISSUED FOR D.O.H. REVEW, PARTIAL SET  8-28-08 ISSUED FOR BID WALL EDGE 8-28-08 ISSUED FOR D.O.H. SUBMISSION PHONE 8-12-08 ISSUED FOR D.03. FILINO II CEILING. ~ II C NO. DATE REASON FOR ISSUE II SEE DETAIL 4/A-8 il FR. 2x6 SOLID WOOD [I WHERE DRINKING ~ ,1'-3" ' / AND 3 COATS OF II PHONE, (MIN.) /I c PEN V JONSTO: / URETHANE) MOUNTED I! COIN ~ I -- ' ~ ~_, / © 2'-10" A.F.F. TO x~ -- ~ii~FLOOR SPACE. g':-" SLOT' ~.,-' TOP Of HANDRAIL. ~ ~OUNTING // '~-~ ; :~ J ' / /~.~, ~/~AX. ~/. ~ WALL. -- CLR. FLR· ii I ABUSING SURFACE AS :~ _~ -F J -~'- ~ / BRACK~ @36"/ c I~' ~o ~p^~ ij J/~APPLICABLE. SEE ~ o II :' ~ 04 ,~.1 30",4¢' ~1 FLOOR PLANS. ~ ~ ~ ] I r ~ 2" ~-~~ =1 ',, L~ II / > / 61700 ROUTE 48, GREENPORT, NY 11944 / HANDRAIL / "' iJlllllll Illlllllllllllilllllllll~ / _'~ 1 1/2" i'~ TYPICAL HANDRAIL PLAN EDGE ~ TYPICAL HANDRAIL DETAIL ~TELEPHONE PLAN & DETAIL ARC,,~C~RE, INTERIORS, PR0dECtMANAGEMENT I ~ SCALF~'-O" =ILO" ~ SCALE:1'-0" =l'-O" ~ SCALE:1/4" =1'-0" THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 I I '-'R INGJ SWITcH,LIGHT/POWER ~+L~ SEE PLAN FOR SIZE.- ~,~ ~'~ S~ERL, NG MANAGEMENT.,NO. i G.C. TO COORDINATE , ~ FULL HT. ACROVYN PAN HEAD SCREW. ~ j http.#www.steNingnyc.com J GROMMET LOCATIONS.// ? ,--~.~--'/--HIGH IMPACT VINYL ACRYLIC//EXTRUSiONTYPE SM-2OM(OR EQUAL) ~X i ~'~ "L~'~-'~' /I~'C ~'~ ~/-- .^.=o LASALA '1 \ / / ~%0."7¢ ~-~/s' o~suM Si' ,.,~,v.-o, - 1 ~'5 WALL BOARD ~1~ L ~/ - CONSULTING ENGINEERS & POWER OUTLET. r-- #GxlSTEEg STUDs/8. ,UDLE ' / %% ~ , ~ TOILET ACCESSORY SCHEDULE. NOTE: COUNTER HEIGHT RECEPTACLES SHALL BE MOUNTED 46" A.F.F. · ~,~,~. GROUND PLATE DETAIL FOR GRAB BAR 1 ~ DEVICE MOUNT1NGHEIGHTDETAIL ,~ TYPICAL CORNERGUARD ~ ~ TV FOR TV MOUNTING BRACKET (TYP.) ~ SC~E:? I¢ I¢ / 3/4",_ ~= 1LO" FIN. CLG. LINE J ¢/ ' II'¢I ~ SCALE: 1'-0" = ]'-0" ~ SCA/,E: Gyp.2-LAYERGYp'I-LAYER1/4"~=BDBDI'-O"ATATS/8"5/8"21 HR.~HR'"~'~'ll·l VARIES_ I IIllll I -r CONSULTANT 'l /__ OPEN. / " I' ~ C$~bb MT' AORO~N -- --~ '~ ~ D'O'H'/C'O'N' NO' , , ? VARIES: ~ /TYPE SM-20(OR EQUAL) -"-- ~ ¢, -- ..... II , i' NOTE #1. I~CONT. MASTIC CORNER o o ~,_ " ," GUARD COVER W/1/4" RADIUS "z ~ i / SCHEDULE. -- t~//~ -- JJJ ~ WALL. ~ ~DRAwING"~hJ~/~' '~::j,/" ,' SCALE AS NOTED J ,' ,, ~ ~ ~ ~ ~ II ~ ,~..,,,, DRAWN XX , , SELF-.APP,,G ,, C.=EO ~:~'I C'~' AND C'G' AND SCREWS' -- -- '* ? Il = , i'~ ~ ~UE ,0~ DOOR JAMBS DOOR JAMBS -~ % ~ ~ [J x I ' /= FULL HEIGHT / 2/I '~ '~~-llJ uJ '- J~-'- -- - -- ¢::.'"' ~:..,-.~':.~ HANDRA, L ~P.. ' ¢ o'~,,/~= CO.T,.UO~S ALUM./ /I I . II ~ ~ =.-- MISC~.E_.LLANEOUS DETAILS11 . 7· ~ J ," ...-_ , ~.,_.;-~./.:~ j ',< :,c,-, ;c';r- '-L -(~:~ ~ VINYl II ,~..,.,,. ~--,<.1 5;;'.' ,;~.~;~l 2 1/2" M~AL c {z/~,-}s~:~-~: ~fUlC HT. HIGH ~ ~: ~ ~.~ ..... ~ _ .~ OORNER GUARDS, ~ ,' ....... -~ ::;-, :t~.~ ~ ~ I I ........ SEE D~AILS ~6 · ¢~:~",--,~'-'-'~'' "~/~:::%~ F/ ~ ,' ' / I1~ ~ / ] 4" VINYL BASE V.O.N. /~z,~,~,;~ ~ I/ NOTES: NOT~: SECTION B-B SEE ~VIPACT ?ROTBC]'~ON 1. SEE INTERIOR DESIGN DRAWINGS FOR MANUFACTURER/MODEL C01V~ONENTDETAd].SON CONTRACTOR SHALL CONFIRM DIMENSIONS OF NUMBERS OF CORNER GUARDS, WALL GUARDS, AND HANDRAILS. ~trL]]S DRA¥CQ~G. % APPROVED CABINET PRIOR TO CONSTRUCTING PARTITION RECESS. ~ 1 CHAIR RAIL DETAIL 11 TYPICAL CORRIDOR ELEVATIONS ~ TYPICAL CORNER GUARD ~ (T~FIRE EXTINGUISHER CABINET DETAIL zX..J-..~/SCALE'. 1'-0" =1'-0" ~ SCALE: 1/2" =1'-0" ~ SCALE: 1'-0" =iL0" ~ SCALE: 3/4" = 1'-0" SEAL m i EXISTING BOILERS HOT WATER HEATERS GROUND FLOOR MECHANICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" DOMESTIC HOT WATER HEAT EXCHANGERS. INSTALLED UNDER SEPARATE CONTRACT EXISTING HOT WATER PUMPS ,. CONNECT PIPING IN I I DEMOLITION NOTES: 1 THE CONTRACTOR IS TO REMOVE ALL HEATING HOT WATER SUPPLY AND RETURN PIPING LOCATED IN CRAWL SPACE. ALL PIPING IN AREA IS TO BE REMOVED. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLiTION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST STARTED AND COMPL~.II:.L) IN [TS ENTIRE'~ WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. 3. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY ISOLATION VALVES NECESSARY FOR A PHASED SEQUENCE ON CONSTRUCTION. 4-. ALL OVERTIME WORK REQUIRED IS TO BE PAET OF THE BID. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERS( OF Thomos Compl§lio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR tN PART, SHALL BE MADE WITHOUT THE WR[TFEN AUTHORIZATION OF Thomos Comp[glio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Compigho, Architect, PLLC. ~) Copyright 2008 Thomos Complglm Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/D8 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logoa,jp9 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL NO. (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MFZTANIN E ~ NEW YORK, NY 10016 Tel' (212) 245-6300 ~ Fax: (212) 765-8511 http://www.sterlingnyc.cem CONSULTANT JAMBS, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRWE SUITE 129 ISLAND~, NY 11749 TEL[PHONE: 631.592.2660 FACSIMILE: 651.232,1556 JLA JOB~I 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. ~ROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 08-11-08 ,RAWING GROUND FLOOR MECHANICAL DEMOLITION PLAN SEAL DH 1 SHEET NUMBER 65 ! ! t CU I CONDENSING UNIT TO BE CU / REMOVED (TYP. OF ALL). II Ill II II I1[ II .... ~ ~ II II II II II I ...................... Il' ........................ :~1111 II il<,",, /%, I I "'~.> ~/~ SYSTEM TO BE REMOVED (TYP. OF ALL). ru---~'lL ~=- ....... LI 0 % e fY.~. AC // % LINK 1 DEMOLITION NOTES: 1. 11-1E CONTRACTOR IS TO REMOVE ALL HW FIN TUBE RADIATION LOCATED ON THE FIRST FLOOR. 2. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY ISOLATION VALVES NECESSARY FOR A PHASED SEQUENCE ON CONSTRUCTION. 3. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLmON AND CON$1t~UCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST STARTED AND COMP!J:.iED IN ITS ENTIRETY WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. 4. ALL OVERTIME WORK REQUIRED IS TO BE PART OF THE BID. 5. THE CONTRACTOR IS REMOVE FOUR (4) MULTICIRCUIT CONDENSERS AND DUCTLESS WALL HUNG SPUT SYSTEMS ON THE FIRST FLOOR. ALL REFRIGERANT IS TO BE CAPTURED FOR PROPER REMOVAL PRIOR TO DEMOLITION. 6. THE CONTRACTOR IS REMOVE TWO (2) SPLIT SYSTEMS IN THE ATTIC AND THE FIRST FLOOR. ALL REFRIGERANT IS TO BE CAPTURED FOR PROPER REMOVAL PRIOR TO DEMOLITION. CU ROILED LINEN WALK-IN FREEZER BOX EX SNACK BAR EFI F'/ISTING EXrSTING ORAGE SER~NTRY EXISTING FOO~__O~6, E FL( R~ EXISTING :::~ EX~ EX. WALK-IN WALK-IN FREEZER~ EXISTING DIETICIANS OFFICE DRY GOOD EXISTING DRY GOODS STORAGE EXISTING KITCHEN II L ..... ~/ N~¢_ I LJL JL JL ____ J l AC ~I~ING DUC~RK TO BE ~1 REMOVED TO ROOF. DO~RK IN ~ CEL~ TO RE~IN AN~ BE = ~ ~0~ TO N~ FAN L~TION ___ _JL__ c ~_ z~__ JL_',~I _~ ~ AC ~ _ IF ~ ~ ~ ,~, II II j L ......... DEMOLITION PLAN [] [] [] l -T -¥ MECHANICAL ' i SCALE: 1/8" = 1'-0" FIRST FLOOR CONTRACTOR TO REMOVE EXISTING BASEBOARD UNITS (TYp. OF ALL) [] [] [] CONTRACTOR TO REMOVE CONDENSING UNITS {TYP. OF ALL) KEY PLAN DRAWINBS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTT OF Thom~s Camp~gl~o Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Camp[glie Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. (~)Copyright 2008 Thomas Campigiio Architect, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_to@o~,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, 'iNTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 68~1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ' NBA/YORK, NY 10D16 Tel: (212).245-6300 Fax' (212) 765-8511 htt p://w~vw.sterling nyc cern CONSULTANT JAMES, LASALA & ASSOCiATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651,592,2660 FACSIMILE: 631.232.15S6 JLA JOBI~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ, NO. PRO& NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-00 DRAWING FIRST FLOOR MECHANICAL DEMOLITION PLAN DH 2 SEAL SHEET NUMBER 66 HANDLER UNIT TO BE REMOVED Wffi-I ALL ASSOCIATED Duc'rWORK. (IYPICAL) FAN TO BE PATCH bx.~usT II II BASEMENT EXHAUST KITCHEN EXHAUST TO I I ROOf MECHANICAL DEMOLITION PLAN sc~: ~/'~' _-- ~,--:TP DEMOLITION NOTES: 1. THE CONTRACTOR IS TO PROVIDE A CONSTRUCTION SEQUENCE PLAN FOR THE REMOVAL OF THE EXISTING EXHAUST FANS IN CONJUNCTION WiTH THE INSTALLATION OF NEW FANS. THIS PLAN MUST BE APPROVED BY THE OWNER, ARCHITECT AND ENGINEER PRIOR TO APPROVAL. 2. ALL OVERTIME WORK REQUIRED IS TO BE PART OF THE BID. 3. THE CONTACTOR IS REMOVE NR HANDELERS IN ATTIC AND OUTDOOR CONDENSERS. ALL REFRIGERANT IS TO BE CAPTURED FOR PROPER REMOVAL PRIOR TO DEMOLmON. 4-. file CONTRACTOR IS TO PATCH CLOSED ALL ROOF OPENINGS CREATED FROM DEMOED EQUIPMENT. J KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglio Architect, PLLC, DBA TCA ARCHITECTURE NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITfEN CONSENT OF iCA ARCHITECTURE, Thomos Compiglio, Architect. PLLC. (~)Copyright 2008 Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE ~ROJECT RENOVATIONS TO: SnSimeon_Logoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE. NEW YORK, NY 10016 Tel' (212) 245-6300 Fax: (212) 765-8511 ht~p://www.sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP NEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING ROOF MECH~CAL DEMOLITION PLAN SEAL DH 3 SHEET NUMBER 67 GENERAL NOTES: 1. DRAWING SPECIFICATIONS ARE PART OF THIS CONTRACT. 2~ ALL WORK SHOWN ON THESE PLANS SHALL BE PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 5. ALL WORK SHOWN ON THESE PLANS SHALL BE NEW. 4. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL DUCTWORK, PIPING AND EQUIPMENT AND INDICATE THE REQUIRED SIZE ANB POINTS OF TERMINATION OF THE DUC~gORK AND PIPING AND SUGGEST PROPER ROUTING OF SAME. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS WORK IN SUCH A MANNER THAT rT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 5. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATING, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES OF MAGNITUDE WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. 6. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AREAS AVAILABLE. ASCERTAIN FROM BUILDING OWNER AT WHAT TIMES OF DAY EQUIPMENT COULD BE MOVED THROUGH THE BUILDING. 7. COORDINATE THE EXACT SIZE AND LOCATION OF THE NEW OPENINGS WITH STRUCTURE PATCH AND INSULATE AS REQUIRED. THE CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS OF NEW PIPING, CONDUIT, DUCTWORK, ETC. THROUGH EXISTING FIRE/ SMOKE BARRIERS. FIRE/SMOKE STOPPING SHALL BE 5M FIRE BARRIER CP 25 N/S CAULK UNLESS OTHERWISE NOTED. 8. IT IS THE INTENT OF THIS CONTRACT TO KEEP SYSTEMS LEFT IN GOOD WORKING ORDER, READY FOR OPERATION, INCLUDING NECESSARY LABOR AND MATERIALS. 9. THE CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BUILDING SYSTEMS, WIRING, GAS PIPING OR CONTROL WIRING ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT THE CONTRACTOR'S COST, WITHIN COST, WITHIN THIS CONTRACT PERIOD FOR SUBSTANTIAL COMPLETION. 10. THE CONTRACTOR SHALL REPAIR AND RESTORE TO ORIGINAL CONDITION ANY EQUIPMENT OR MATERIALS DAMAGED IN THE PROCESS OF INSTALLATION, AND DEMOLITION TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 11. THE CONTRACTOR SHALL MAKE REPAIRS USING THE SAME MATERIALS, AT THE CONTRACTOR'S COS% 12. THE CONTRACTOR SHALL INCUR ALL COSTS AND BURDENS ASSOCIATED WITH LOST OR STOLEN EQUIPMENT AND MATERIALS. 15. DAILY, DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND EXCESS MATERIAL ACCUMULATED AS A RESULT OF HIS OPERATIONS. ALL AREAS AND EQUIPMENT AFFECTED UNDER THIS CONTRACT SHALL BE CLEAN OF DUST AND DEBRIS BEFORE FINAL ACCEPTANCE BY THE OWNER. 14 PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND SITE. 15. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 16. OBTAIN ALL PERMITS, PAY'ALL FEES, CONNECTION CHARGES, ETC. 17 PAINT AND TOUCHUP ALL SURFACES MARRED BY PERFORMANCE OF THE WORK. LEGEND DUCTWORK DUCTWORK (SINGLE LINE) ACOUSTICAL LINING RECTANGULAR SUPPLY DUCT RECTANGULAR SUPPLY DUCT LINEAR BAR GRILLE LINEAR LOUVER DIFFUSER -~ ~ SIDEWALL SUPPLY GRILLE [~ AIR TRANSFER DUCT/GRILLE ~ DUCT MOUNTED ACCESS DOOR AD THERMOSTAT SWITCH FIRE DAMPER/ACCESS DOOR FD/AD FIRE SMOKE DAMPER/ACCESS DOOR FSD/AD DOWN (~) up t RECTANGULAR RETURN DUCT DOWN RECTANGULAR RETURN DUCT UP 4-WAY SUPPLY DIFFUSER 5-WAY SUPPLY DIFFUSER 2-WAY SUPPLY DIFFUSER CEILING RETURN GRILLE ASSEMBLY HOT WATER CIRCULATOR PUMP HOT WATER CIRCULATOR PUMP TWO POSITION CONTROL VALVE UNION FILTER STRAINER WITH BLOW DOWN BALL VALVE/DRAIN VALVE SWING CHECK VALVE BU%FERFLY VALVE .5-WAY CONTROL VALVE RELIEF VALVE MOTORIZED VALVE CARBON MONOXIDE DETECTOR VOLUME DAMPER GAS DETECTOR t ID I IQ $ ID<Il ? MOTORIZED DAMPER PIPING PLAN ELBOW PIPE DOWN PIPE UP PLAN TEE TEE UP TEE DOWN CAPPED PIPE STRAINER GLOBE VALVE GATE VALVE THERMOMETER PRESSURE GAUGE DOOR UNDERCUT INSULATED FLEXIBLE DUCT MANUAL VOLUME DAMPER CONNECT TO EXISTING.WORK ABBREVIATIONS CU CONDENSING UNIT AC AIR CONDITIONING UNIT AD ACCESS DOOR AL ACOUSTICAL LINING AS AIR SEPARATOR AV AIR VENT BTUH BTU/HR B BOILER B.S. BLACK STEEL CAP. CAPACITY CONDS. CONDENSING CFM CUBIC FEET PER MINUTE CR COMPUTER ROOM UNIT COMPS. COMPRESSOR CUB CABINET UNIT HEATER DB DRY BULB DG DOOR GRILLE DN DOWN EX EXHAUST FAN EA. LAC H EAT ENTERING AIR TEMPERATURE EWT ENTERING WATER TEMPERATURE EER ENERGY EFFICIENCY RATIO L LENGTH EF EXHAUST FAN RTU LAT LEAVING AIR TEMPERATURE EFF. EFFICIENCY SCHED. X.X LF LINEAR FOOTAGE OF RADIATION EMR ELEVATOR MACHINE ROOM SHC LWCO LOW WATER CUT-OFF ET EXPANSION TANK SP LWT LEAVING WATER TEMPERATURE EXT. EXTERNAL SS MAU MAKE-UP AIR UNIT "F DEGREES FAHRENHEIT TEMP. MAX. MAXIMUM F.A. FRESH AIR TX MBH THOUSAND BTUH FCU FAN COIL UNIT I}'P. MER MECHANICAL EQUIPMENT ROOM FD FiRE DAMPER V MCA MINIMUM CIRCUIT AMPACITY FLA FULL LOAD AMPS VEL. MIN. MINIMUM FPS FEET PER SECOND VOL. No. NUMBER FPM FEET PER MINUTE W OPER. OPERATING FF FEET WB P.D. PRESSURE DROP ET WG FEET WATER GAUGE WMS PH PHASE D.C. GENERAL CONTRACTOR HWP PD PUMP DISCHARGE GPH GALLONS PER HOUR HWS PRESS. PRESSURE GPM GALLONS PER MINUTE HWR PSI POUNDS PER SQUARE INCH H HEIGHT HWSEN PRV PRESSURE REDUCING VALVE HC HEATING COIL IN. RECC. RECOMMENDED. HP HORSEPOWER IN.W.G. RF RETURN FAN HZ HERTZ KX RPM REVOLUTIONS PER MINUTE REFRIG. REFRIGERANT SPLIT SYSTEMS SCHEDULE HEAT PUMP AIR HANDELER SECTION DATA HEAT PUMP CONDENSER SECTION DATA COOL HEAT FAN AIR SIDE ELECTRICAL WEIGHT AMBIENT FAN ELECTRICAL WT AIR VOL. EXT. FAN COMPRS. ViANUFACTURER TOTAL 'OTAL VOL. EXT. O.A. EAT LAT FAN MANUFACTURER SYSTEiF LOCATION SERVICE TEMP. FLOW SP HP HP MC~MOF EER MEA SYSTEM LOCATION SERVICE CAP. CAP. FLOW SP HP & MODEL NO. NO. VOLTS/PH/Hz & MODEL NO. NO. DB DB VOLTS/PH/Hz vJCA MBH MBH CFM IN WG CFM "F CFM IN WG AH-1 AT"lC NW CORRIDOR 17.8 10.5 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 155 HP-1 OUTDOOR AH-1 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPAS-18 AH-2 A~]IC SW CORRIDOR 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.3, 15 CARRIER FV4B-02 155 HP-2 OUTDOOR AH-2 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPAS-18 AH-5 AT"lC W DINING/REC 60 57 1750 .8 500 45 111 .5 208/1/60 6.8 15 CARRIER FV4B-06 207 HP-3 OUTDOOR AH-5 95 X X X 1 208/1/60 54.2 50 826 11.4 148-02-E CARRIER 25HPAS-60 AH-4 AT"lC NE CORRIDOR 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-4 OUTDOOR AH-4 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPA5 18 AH-5 ATTIC E DINING/REC 60 37 1750 .8 300 45 111 .5 208/1/60 6.8 15 CARRIER FV4B 08 207 HP-5 OUTDOOR AH-5 95 X X X 1 208/1/60 54.2: 50 526 11 4 148-02-E CARRIER 25HPAS-60 AH-6 A~FIC SE CORRIDOR 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-8 OUTDOOR AH 6 95 X X X I 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPAS-18 AH-7 ATTIC W TUB/CONF 24 14.6 800 1.25 120 45 111 .5 208/1/60 4.31 15 CARRIER FV4B-03 135 HP-7 OUTDOOR AH-7 95 X X X 1 208/1/60 16.7 25 215 11.4 148-02-E CARRIER 25HPAS-24 AH-8 A~FIC, LOBBY/CORE 60 37 2000 1.25 300 45 111 .5 208/1/60 6.8 15 CARRIER FV4B-06 207 HP-8 OUTDOOR AH-8 95 X X X 1 208/1/60 34.2 50 326 11.4 148-02~Z CARRIER 25HPAS-60 AH-9 A%rlC W NOURISHMENT 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-9 OUTDOOR AH-9 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPAS-18 AH 10 ATTIC E NOURISHMENT 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.5 15 CARRIER FV4B 02 135 HP-IO OUTDOOR AH-lO 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPAS-18 AH-11 A%flC E TUB/CONF 24 14.6 800 1.25 120 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-03 155 HP-11 OUTDOOR AH-11 95 X X X 1 208/1/60 16.7 25 215 11.4 148 02 E CARRIER 25HPA5-24 NOTES: 1. PROVIDE LOW AMBIENT CONTROL KIT FOR CONDENSER 2. PROVIDE 2 STAGE HEAT/2 STAGE COOL PROGRAMMABLE THERMOSTAT (HONEYWELL T7500 OR EQUAL} WITH NIGHT SETBACK. 5. PROVIDE WINTER START KIT, DEFROST THERMOSTS KIT 4. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH 5. ROOFTOP UNIT SHALL BE FACTORY EQUIPPED WITH CONDENSER FIN GUARDS. 6. PROVIDE FULL 5 YEAR COMPRESSOR WARRANTY. 7. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE SMOKE DETECTOR, MECHANICAL CONTRACTOR SHALL INSTALL SMOKE DETECTOR IN SUPPLY OR RETURN DUCT. UPON ACTIVATION RTU SHALL SHUT DOWN AND ALARM SIGNAL SHALL BE SENT TO BUILDING FACP. (TYP) 8. PROVIDE CONDENSATE PUMP WITH PLUG CHORD, LITTLE GIANT. 9, PROVIDE ECOblOMIZER WiTH ENTHALPY CONTROLS FOR UNIT AH-8 HOT WATER CABINET HEATERS BASED ON: MODINE FAN HOT WATER COIL MODEL DESIGNATION LOCATION TYPE CFM RPM HP VOLTS/PH/HZ CAPACITY EAT GPM EWT No. REMARKS (MBH) ("F) CH-1 SEE FLOOR PLANS FLOOR 350 1625 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-2 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-5 SEE FLOOR PLANS FLOOR 350 1625 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-4 SEE FLOOR PLANS FLOOR 550 1825 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-5 SEE FLOOR PLANS FLOOR 550 1625 1/8 120/1/60 20 60 2 180 MOBEL C FLOOR MOUNTED CH-6 SEE FLOOR PLANS FLOOR 530 1625 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-7 SEE FLOOR PLANS FLOOR 550 1625 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-8 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED NOTES: 1. CABINET COLOR TO BE SELECTED BY ARCHITECT. 2. PROVIDE DISCONNECT SWITCH. 5. PROVIDE SOLID STATE FAN CONTROLLER. 4. PROVIDE BUILT IN THERMOSTAT AND AQUASTAT CONTROL 5. PROVIDE WALL RECESSED OR SEMI RECESSED FRAME HOT WATER UNIT HEATERS RASED ON: MOD NE FAN HOT WATER COIL MODEL REMARKS DESIGNATION LOCATION TYPE CFM RPM HP VOLTS/PH/HZ CAPACR~¢ EAT GPM E~VT No. (MBH) ('F) UH-1,2,5,4,5,6 SEE FLOOR pLANS HORIZONTAL 650 1625 1/25 120/1/60 21.7 80 2.5 180 HC-$5 HUNG IN CRAWL SPACE NOTES: 1. PROVIDE HANGING KIT 2. PROVIDE DISCONNECT SWITCH. 5. PROVIDE SOLID STATE FAN CONTROLLER. 4. PROVIDE BUILT IN THERMOSTAT AND AQUASTAT CONTROL DIFFUSER/REGISTER/GRILLE SCHEDULE ROUND NECK TAG MODEL SIZE DESCRIPTION SIZE MAX. CFM CD-A TDC-FR 24X24 FULL FACE, ROUND NECK, SURFACE 8" 300 MOUNT, BORDER TYPE 1, AG 75 DAMPER 10" 490 WITH INTEGRAL FIRE DAMPER 12" 700 RR 550RL 24X24 ALUMINUM GRILLE, 1/2"xl/2"x1/2" 24x12 1100 24X12 BORDER TYPE 1 SURFACE MOUNT, BORDER 24x24 2200 TYPE 1, WITH INTEGRAL FIRE DAMPER EX-A 350RL ~,S BHOWF ALUMINUM NbGISIDR, 5/4" SPACING, 3b DEGREE BLADES, OPPOSED BLADE DAMPER, .300 BORDER TYPE 1, WITH INTEGRAL FIRE DAMPER LB-SUPPLY FL-IOJT FLOWBAR 1" SLOT 20 CFM/FT CONCEALED FRAME~c PROVIDE INSULATED PLENUM BOX WITH CHORD OPERATED DAMPER NOTES: 1. ALL HUNG CEILING AREAS - BASED ON TITUS TDC-FR 24x24 LOUVERED FACE DIFFUSER, SUFACE MOUNT. 2. ALL GYPSUM BOARD AREAS - BASED ON TITUS TDC-FR 24X24 OR LOUVERED FACE DIFFUSER, WITH OPPOSED BLADE DAMPER AND SURFACE MOUNT FRAME. 5. ALL CORRIDOR DIFFUSERS TO BE 2-WAY OPPOSITE BLOW 4. FOR 5--WAY DIFFUSERS PROVIDE NEXT LARGER NECK DIAMETER AS LISTED FOR 4-WAY DIFFUSER FOR 2-WAY DIFFUSERS PROVIDE TWO SIZES LARGER NECK DIAMETER AS LISTED FOR 4-WAY DIFFUSER. 5. NOISE CRITERIA NOT TO EXCEED 27 NC. PTAC PACKAGED TERMINAL AIR CONDITIONING UNIT SCHEDULE EVAPORATOR .COOLING COIL HEATING COIL COMPRESSOR ELECTRICAL DATA MANUFACTURER WEIGHT E.A.T. E.A.T. & MODEL NO. UNIT AREA FAN DB/WB TOTAL SENSIBLE DB/WB TOTAL FLA TAG SERVED CFM IOA CFM EER FAN HP RPM ('F) MBH MBH ('F) MBH OPM QTY- EA. VOLTS/C/HZ MCA MOP RECEPT TYPE MEA# MCQUAY 288# #356-89-E =TAC-A 1ST FL 185/175 50 10.4 .25 1750 75/63 9.7 6.5 75/63 21~2 2 1 4.5 208/1/60 6.9 15 6-20R PDAC-O09 ~TAC-B 1ST FL 500/275 50 10.5 .25 1750 75/65 12.1 10.0 75/65 24~5 2~5 1 4.5 208/1/60 8.3 15 6-20R PBAC-o12MCQUAY 292# #356-89-E ~TAC-C 1ST FL :295/270 50 10.2 .25 1750 75/63 15.0 12.0 75/63 24.5 2.5 1 4.5 208/1/60 8.5 15 6-20R PDNS-o15MCQUAY 296# #356-89-E NOTES: 1. PROVIDE 42X16 WALL SLEEVE AND EXTERIOR GRILLE 2. PROVIDE MOTORIZED FRESH AIR DAMPER 5. PROVIDE NIGHT SETBACK CONTROL 4. PROVIDE FAN CYCLE SWITCH 5. ROOFTOP DOOR LOCK 6. PROVIDE HEATING - 5 YEARS COMPRESSOR WARRANTY - SEPARATE CONDENSER AND - ALL UNITS TO BE UL AND AR[ CERTIFIED. EVAPORATOR FAN MOTORS. - UNITS WITH AUTOMATIC DAMPER - COMPRESSOR SOUND AlffENUATION FOR OUTSIDE AIR. - MOTORIZED VALVES - NIGHT SETBACK CONTROL COIL AND 2-WAY CONTROL VALVE - HOT WATER HEATING COIL - LOW TEMPERATURE CONTROL EXHAUST FAN SCHEDULE FAN DATA ELECTRICAL SONES UNIT TAG LOCATION SERVICE MANUFACTURER REMARKS NO. CFM ESP DRIVE HP VOLTS & Hz & MODEL NO. EF 1 ATTIC GENERAL EXHAUST 750 .75 DIRECT 1/6 120/1/60 5.9 GREENHECK 1,2,5 & 4 GQ- 120-9 EF-2 ATTIC GENERAL EXHAUST 1275 .75 DIRECT 1/4 120/1/60 6.6 GREENHECK 1,2,5 & 4 SQ- 160-C EF 5 ATTIC GENERAL EXHAUST 900 .75 DIRECT 1/4 120/1/60 5.6 GREENHECK 1,2,5 & 4 EF-4 ATTIC GENERAL EXHAUST 750 .75 DIRECT 1/6 120/1/60 5.9 GREENHECK 1,2,3 &: 4 SQ-120-B EF-5 A%DC SOIL UTILITY EXHAUST 75 .5 DIRECT 1/30 120/1/60 4.8 GREENHECK 1,2,5 & 4 SQ-75-D EF-6 ATTIC SOiL UTILITY EXHAUST 75 .5 DIRECT 1/50 120/1/60 4.8 GREENHECK 1,2,5 & 4 SQ-75-D EF-7 ATTIC PANTRY 100 .5 DIRECT 1/30 120/1/60 4.8 GREENHECK 1,2,5 & 4 SQ-75-D EF-8 ATTIC PANTRY 100 .5 DIRECT 1/50 120/1/60 4.8 GREENHECK 1,2,3 & 4 SQ-75-D EF-8 ATTIC PANTRY 100 .5 DIRECT 1/50 120/1/60 4.8 GREENHECK 1,2,5 & 4 SQ-75-D EF-9 A%[IC BASEMENT 1000 .5 DIRECT 1/4 115/1/60 11.2 OREENHECK 1,2,3,4,5 & 6 OB-101-A NOTES: 1. PAN HOUSING TO BE PHOSPHATIZED AND COATED WITH PERMATECTOR. 2. PROVIDE DISCONNECT SWITCH. 5. PROVIDE SOLID STATE SPEED CONTROLLER. 4. FAN ON/OFF OPERATION TO BE BY TIMECLOCK INTERLOCKED TO OPEN MOTORIZED DAMPER AT FAN 5. PROVIDE GRAVITY DAMPER. 6. PROVIDE ROOF CURB. START ROOF TOP UNIT SCHEDULE SQUARE HEAD COCK STATIC PRESSURE STAINLESS STEEL TEMPERATURE TOILET EXHAUST FAN TYPICAL VOLTS VELOCITY VOLUME WIDTH WET BULB WIRE MESH SCREEN HOT WATER PUMP HOT WATER SUPPLY HOT WATER RETURN HOT WATER SENSOR INCHES INCHES WATER GAUGE KITCHEN EXHAUST FAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~Y OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Camp~glia Architect. PLLC DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thames Compiglia, Architect, PLLC. (~Copyright 2008 Thomas Compiglio Architect, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR iss l PROJECT RENOVATIONS TO: SnSimeon_togoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL NO {212} 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 http ://vcc~w.ste rling nyc .cam CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE,* 6&1,592.2660 FACSIMILE= 6Xl.232.1536 JLA JO~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd, NO. PROd. NO. 18209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL NOTES, SCHEDULES AND LEGEND H SEAL SHEET NUMBER 68 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~ OF Thomas Cemplglla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos PROJECT NOTES Compiglio Architect, PLLC. DBA TeA ARCHITECTURE. '_ THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PRDJECT NAMED HEREIN AND SHALL NOT BE USED DY ANY OTHER PARTIES FOR ANY 1. CONTRACTOR TO INSTALL NEW MECHANICAL PIPING HWS AND HWR FROM BOILER OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF ROOM INTO CRAWL SPACE AS INDICATED. INSTALL 3/4" HWS/HWR TO INDIVIDUAL TCA ARCHITECTURE, Thomas Compigl~e, ArcMtect, PLLC. PTAC UNITS. UNITS TO HAVE ISOLATION VALVES. ~)Copyright 2008 Thomos Compiglio ArchEect, PLLC DBA TCA ARCHITECTURE ~/ xV / ~ 2. ALL PIPING IS TO BE INSULATED. ALL PIPING IS TO HAVE DRAINS AND VENTS AS %_ PER DETAILS. 3. THE CONTRACTOR IS TO REMOVE ALL EXISTING BASEBOARD FIN TUBE HEATING SYSTEM IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLITION AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. L~ 4. THE CONTRACTOR MUST INSTALL ISOLATION VALVES ON THE EXISTING SYSTEM TO ~ HAVE CONTINUOUS OPERATION UTILIZING THE OLD HWS/HWR PIPING IN AREAS NOT IN CONSTRUCTION. 5. THE CONTRACTOR IS TO INSTALL HW UNIT HEATERS IN THE CRAWL SPACE FOR FREEZE PRGTECTION. 6. THE CONTRACTOR IS TO INCLUDE IN PRICE ALL CORE DRILMNG REQUIRED FOR PIPING INSTALLATION THROUGH FLOOR. ALL PIPING PENETRATIONS THROUGH THE FLOORS AND WALLS REQUIRE A PIPE SLEEVE. THE CONTRACTOR IS TO PROVIDE A PIPE SLEEVE PLAN FOR REVIEW AND APPROVAL , I ~ , I~ II _. 2 8/27/08 ISSUED TO BID ~ ~' ,.':',~, _~r3/'' .ws/.wR (wP.) ~-~ --~1 ] '-" '"' --~-- ' ;~'* , NO.~ ~/~2~O~DATE ,SSUEDREASON~O FoR~L~G',SSUE~RT ' ~ ZL 2L ZL , --~-' -3/~, .ws/.WR ¥ PROJECT I / %_ RENOVATIONS TO: ,,, /%2 ~ - EXISTING BOILERS ,~ .x.-- , SnSimeon_Logoa.jp9 ~- ~' o ~ ~--- EXISTING HOT WATER '~ 0/ HEATERS i ' -1" HWS/HWR ' 61700 ROUTE 48, GREENPORT, NY 11944 //-3/~-" HWS/HWR UP c (WP.) I1~1 -- I~l I, ~ DOMESTIC HOT WATER ~, I / ~1 · HWS/HWR [] . ~; ¢ HEAT EXCHANGERS. / T ~ iNSTALLED UNDER SEPARATE CONTRACT 1 / -- [ PIPE SLEEVE LOCATION (TYP.) EXISTING HOT WATER T C A ,, I~1 CONTRACTOR TO COORDINATE ALL ~ I- I,I ~ ~L DRAWING.LOCATIoNsCORE DRILLING AND PIPE SLEEVEALLPROViDEsLAB CUTTINGSHOP AND~--/~ J -- il I /~ / · ~ I1+ ~"~1 ~ ~ Z ARCHR~:CTURE. INTERIOI~'S. PROJECT MANAGEMENT I~I'. CORE DEILLING WORK TO BE J ~ -~ ~ THOMAS CAMPIGLIA, ARCHITECT, PLLC L... HWS/HWR/ ~\ . ,~,~ ~_~ ~- -FHE~_E ~:ONTRACTOR rS H~I -. PROVIDED ON OVERTIME BASIS OR ( FO :~LD CONNECT AS DIRECTED BY OWNER. -1 1/4" HWS/HWR /,-1 1/4" HWS/HWR ~ ~ tWE / -IWR PIPING IN /~'""'"q" ~ %/ ~ 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10018 ! , ~ UH-1 ~ ~ I I ~__ 1%__ PIPE SLEEVE TEL. NO. (212) 666-1658 FAX NO. (212) 765-8511 ~ ~ ~ '' ~r~ PROJECT MANAGERS: [] . . '" S"' "-, lNG I (WP.) 1 · HWS/HWR "" ~ * · I I IIII STERLING MANAGEMENT, INC. ~ ~ ~- / 2 PARK AVENUE, MF77ANINE, NEW YORK, NY 10016 Tel, {212) 245-630Q Fax: (212) 765-8511  http://www.steflingnyc.com :_.,, ~ F1 -- [] [] Fi  ~ CONSULTINT [] [] [] .,.,, ME, E,,N.. ¢ ~ /,-1 1/2" HWS R I / ~1 1/2" HWS/HWR * .1A~S, LASALA& 11 OVAL DRIVE SUITE 129 ASSOCIATES, ISLANDIA, NY 11749 --3" HWS/HWR LLP TELEPHONE= 651.592,2660 / FACSIMILE: 631,252.1556  _ : JLA JOB~ 08A[-00174 """ [] I~ [] [] ~_1 ~,soLATio. vALvEs ~] [] u.-, ~ (wp.) ~- .ws/~R [] [~ ~" .w~/.w. ~ Fi ~ ~ - . ,,..-~..~ H~I -, . /HWR i CONSULTANT ,-I HWS/HWR ~ ~3/4" HWS/HWR : UH-~- I / ; : UH-5 UH-2 ~ I ,L '-' Fi [] '"* ~ ~ CLIENT PROd. NO. /~;~/4-" HWS/HWR ~ ! ~'~/4" HWS/HWR ~ PROd NO 1620§ [] Fi -- [] ~ I SCALE AS NOTED ~ ~- I~11 ":' ) CHECKED TNC ( NI~ ' ~ I~ , ~ . DRAWING GRO~ FLOOR_ IV/~C~CAL PLAN KEY PLAN OM BATH %1 (50)® IspDOUBLE BED HP-1 ~ (5o) Db dS OM %1 00UBLE BEC CL. CLO (5o)< HP-~ ~ HP-~ (5o) OQ'SP~ ~ CD-A LOUNBE PROJECT NOTES: RR (5o)® ,Db dS, (so>® (50)® 'spDOUBF~ED B.~ee DOUBLE BED B,R, 4'-0" OVER BED UGHT (O.D.) WALL MOUNTED OB BATH (so)® % oouB D %° ~ RR SLIM 4. EXISTING LINK 5. 7. j EXISTING DINING AND RECREATION AREA = 1,782 SQ. Fi'. 9. o © SOILED LINEN ~ I D~ DQtUELE BED B.R. / EX SNACK BAR EXISTING FR~OX eta~ ~ ,(50) FOOD DOUBLE BID DOUBLE BED ROOM SERVING PAreR' o OO } (50) ~ EXISTING FOOD STO~g[ OM OM ~ q~e .~r spe M t/od CHEMICal OB~ OB~ EXISTIND ISp q81 LIN SP ~ 12b DOUBLE BEod~. / * DRY ObGD HP-~ WALK~IN WALK%IN %1 %1 ~ %1 OQ FREEZER REFRIGEraTOR 1414 %1 %1 ~ OM 12X12 KITCHE~ B,R, q~LIN ISp ~0 D~ ~P EXISTING ROOF EX HAL~,~N I OFFICE RR STO~. CL EXHAUST FAN ~B ~D ~ ~D DINING STOt, %p OQ (50) ~ D2 · -- ' ~ D2 SP HVAC FAN OO PANEL 'SP ~P ~-- ~ DOUBLE BED ~-~ .~ CD-A ~ ~ ~(50) ~ 'SP ~ EM Osp~M SINGLE BED B,R, CD-A DOUBLE BED B.R, OSp O / EB OSp OSp q80 '(50) ~ ~ DOUBLE BED B.R. DOUBLE BED B.R. ~ DOUBLE ~ED ~.R.~ ~ ~ WP WP 'loJS FL~CFM/n WP ~1. SLOT__ WP /(~ WP eSP ~ q' eSp~ FIRST FLOOR MECHANICAL PLAN SCALE. 1/8" = 1'-0" 1. THE CONTRACTOR IS TO INSTALL PTAC UNITS WITI'I HW COILS. THE UNITS WILL HAVE A MOTORIZEB OUTDOOR AIR DAMPER TO ENSURE 50 CFM MINIMUM. THE UNiT WILL HAVE A CONTROL VALVE AND LOCAL CONTROLS FOR UNIT OPERATION. 2. DUCTWORK FOR THE ASSOCIATED CEILING REGISTERS AND EXHAUST GRILLS ARE LOCATEB IN THE A'mc. THE DUCT NECK MUST HAVE AN OPENING CUT TO ALLOW PENETRATION FROM THE ABC THROUGH CEILING LATH TO NEW CEIUNG HEIGHT LOCATION. THE CONTRACTOR IS TO PROVIDE A PENETRATION PLAN FOR ALL CUTS IN THE CEILING TO ENSURE NO SUPPORTS ARE CU. THE CONTRACTOR IS TO INSTALL THERMOSTATS AND AVERAGING SENSORS FOR ALL ELEVEN (11) HEAT PUMP UNITS, FINAL LOCATIONS ARE TO BE FIELD COORDINATED WITH REPRESENTATIVE FROM SAN SIMEON, ALL EXHAUST FANS ARE TO OPERATEB FROM A TIMECLOCK. FINAL LOCATION OF THE TIMECLOCK AND OPERATIONAL SLHINGS ARE 0 BE FIELD COORDINATED WITH REPRESENTATIVE FROM SAN SIMEON. THE CONTRACTOR MUST PROVIDE DETAILED SHOP DRAWING INDICATING THE UNiT LOCATION, ACCESS AREAS, DUCT LOCATIONS IN RELATION TO THE ACCESS WALKWAY, '~-IIS PLAN MUST BE SUBMrTrALS FOR REVIEW AND APPROVAL THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION, 6. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT BISRUPTING OPERATION TO THE BALANCE OF THE BUILDING, THE CONTRACTOR IS TO CLEAN ALL EXISTING DUCTWORK THAT IS REMAINING, THE CONTRACTOR IS TO PROVIDE A 4-' CONCRfrJL PADS FOR ALL CONDENSING UNITS, CONTRACTOR TO INSTALL FAN SHUT DOWN PANEL. THIS WILL COMMUNICATE WITH FlEE ALARM SYSTEM TO SHUT DOWN AH-1 TO AH-11, AND ALL EXHAUST FANS WHEN TWO (2) OR SMOKE DETECTION DEVICES ARE ACTIVATED SIMULTANEOUSLY, 10. ALL CEIUNG D~ CRSTO HAVE INTEGRAL FIRE DAMPERS. KEY PLAN ! ! ! I DP~WINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compigli~ Architect, PLLC DBA TCA ARCHITECTURE, NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRRTEN AUTHORIZATfON OF Thomes Complgli~ ArchitecL PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~rEN CONSENT OF TCA ARCHITECTURE, Thomas C~mpigli~, Architect, PLLC, ~) Copyright 2008 Thomas Campigha Architect, PLLC, DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_LogoG,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MFZTANINE NBA/YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MFZTANINE NEVV YORK, NY 10016 Tel: (212) 24B-6300 Fax: (212) 765-8511 http://vwvw sterlingnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEEE$ 11 OVAL DRWE SUrE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd NO, PROd, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR iVI~CFLAN~CA~ PLAN H 3 SEAL SHEET NUMBER ?0 CONTRACTOR TO INSTALL 2'X6' EXTERIOR LOUVER. ARCHITECT TO APPROVE 3YPE AND COLOR CONTRACTOR TO INSTALL 12" DEEP METAL PLENUM BOX. LOUVER TO BE INSTALLED BY G.C. 14 RD 6 6 RD 6 8 RD 12 16x10 12 RD -- )) 12 VD x 6 6 RD 18x18 INTAKE UP THROUGH ROOF TO GREENHECK WlH PENTHOUSE 24x20 (TYPICAL OF 11). SEE DETAIL 5 DWG H-8. (3oo) 6 RD 4 14x8 2x8 VD 12 6 RD -- RD VD 14x8 (500) 10 RD 6 RDo VD (90) O,A, 12 14 O* I I I II 6 RD 12x6 12x 10 I0 VD 12x6 18x18 12x6 12 i 12x6 8 RD I VD VD- ).x8 12 8 RD 6 RD 26 RD UQUID REFRIGERANT AND HOT GAS PIPING FROM AT[lC DOWN TO CU -- UNIT AT GRADE. CONTRACTOR TO INSTALL VERTICAL LEADER TO CONCEAL PIPING (TYP OF 11) 12x6 I I 12x6 X I I I I 12X12 EXISTING KITCHEN EXHAUST DUCT UP TO ROOF EXHAUST FAN 18X12 EXHAUST UP TO ROOF FAN EF-9 X (1700) 12x6 0 VD 12x6 12 16 12x14 12x6 12 12x6 DN 12x6 Db 12x6 VD 1 ATTIC MECHANICAL PLAN SCALE: 1/8" = 1'-0" CONTRACTOR TO INSTALL 12' DEEP SHEET METAL PLENUM -- BOX. LOUVER TO BE INSULATED BY OTHER. 14 RD 3/~- CONDENSATE PIPE THROUGH ROOF TO DRIP TO GUTTER. (TYP OF 11) (120) 6 24x12 6 12x6 __ 12x6 12x10 VD 12x61 12x8 6 RD PROJECT NOTES: 1. THE CONTRACTOR IS TO INSTALL ELEVEN (11) HEAT PUMP AIR HANDUNG UNITS IN ATTIC. THE UNITS WILL BE SUPPORTED FORM THE EXISTING ROOF FRAMING STRUCTURE. THE COI~CTOR IS TO PROVIDE HANGING DETAILS FOR REVIEW AND APPROVAL BY ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 2. HEAT PUMP AH UNITS TO NAVE REFRIGERANT UNES RUN FROM EXTERIOR CONDENSER TO UNIT. THE UNIT WILL NAVE CONDENSATE PIPING FROM UNIT DISCNARGE TO ROOF. PROVIDE MINIMUM ~"/FT PITCH FROM PUMP TO EXTERIOR TO ENSURE NO CONDENSATE FREEZE UPS IN THE ATTIC. ALL FRESH AIR INTAKE POINTS MUST BE 25' MINIMUM FROM ANY EXNAUST POINTS FROM PLUMBING VENTS AND EXHAUST FANS. 3. THE CONTRACTOR IS TO INSTALL EIGHT (8) IN UNE EXHAUST FANS AS INDICATED. THE EXTERIOR LOUVER WILL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. THE CONTRACTOR WILL INSTALL A PLENUM BOX FOR FAN DISCNARGE. EACH FAN WILL NAVE A MOTORIZED DAMPER. ALL ASSOCIATED EXNAUST DUC3WORK WILL BE RUN AS INDICTED. THE CONTRACTOR MUST PROVIDE ALL WALL AND ROOF' PENETRATIONS FOR THE DUCTWORK. COORDINATE PROPER PATCHING REQUIREMENTS AND ROOF WORK. 4. THE CONTRACTOR MUST PROVIDE DETAILED SHOP DRAWING INDICATING THE UNIT LOCATION, ACCESS AREAS, DUCT LOCATIONS IN RELATION TO THE ACCESS WALKWAY. THIS PLAN MUST BE SUBMITrALS FOR REVIEW AND APPROVAL THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 5. THE CONTRACTOR IS TO PROVIDE 1-HR RATED FIRE STOPPING AT ALL PENETRATIONS THROUGH GYP PLAN/ATTIC FLOOR/CEILING. 6. UNITS AH-1 TO AH-11 FANS ARE ON EMERGENCY POWER. COORDINATE WITH ELE~I NICAL CONTRACTOR. 12x6 14 RD 6 RD 8 RD AH-4 10 12 RD 16x10 (680) RD VD 8 RD 6 _ (Bo) O,A, VD 12x8 (90) ~x8 12x8 6 RD VD -- VD --IVD 1: 14x8 12 RD 6 RD 14x8 I I I I VD x6 12 10 I I KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~Y OF Thomas Compiglfo Architect, PLLC. DBA TCA ARCHITECTURE NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomes Compigho Architect, PLLC. DBA TCA ARCHITECTURE THIS DOCUMENT IS iNTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITfEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect, PLLC. © Copyright 2006 Thomos CompTglio Architect, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SmSimeon_Logo ,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MFZTANINE NEW YORK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 766.8611 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC, 2 PARKAVENUE, MF77ANINE NEWYORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 http://vwvw.sterhngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1536 JLA JOB~ 09AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING ATTIC MECHANICAL PLAN H 4 SEAL SHEET NUMBER 71 ! ! O.A, DUCT VD FILTER RACK AIR HANDLER 1/2" THREADED ROD W/ SPRING ISOLATOR CONNECTED TO STRUCTURE. (~¢PICAL FOR WATER SENSING CABLE MOUNTED IN Bo%roM OF PAN WITH HOLD DOWN CLIPS. RECTANGULAR SHEET METAL DUCT CONDENSING UNIT LIQUID LINE SOLENOID VALVE SEE LIQUID REFRIGERANT LINE FROM CONDENSrNG UNIT. HVAC PLAN FOR PIPE SIZE. RETURN AIR PLENUM WITH 1" ACOUSTIC LINING FLEXIBLE PIPE CONNECTOR (~(PICAL) SHUT OFF VALVE STRAP HANGERS 1 1/2" 16 GA (4 TYP) AIR HANDLER SUPPORT SERVICE VALVE REFRIGERANT SUCTION LINE TO CONDENSING UNIT SEE HVAC PLAN FOR PIPE SIZE. 5/4" CONDENSATE PUMP DISCHARGE CHECK VALVE (TYPICAL) CONDENSATE PUMP MOUNTED IN DRIP PAN PUMP SHALL BE BY BECK~TT --MODEL: CU-19-1UL, 115 VOLTS, 1.3 AMPS, 85 WATTS, 1/3 HP WITH HIGH LEVEL SHUTOFF (CAT. NO. 5P225) PROVIDE 18 GA AUXrLLARY DRAIN RAN TO EXTEND 6" FROM UNIT ON ALL SIDES WITH 2" HiGH HEMMED LIP, AND SOLDERED WATERPROOF JOINTS. SUPLY AIR DUCT WITH 1" ACOUSTIC 15 FT. FROM UNIT DOUBLE LOCK NUT & WASHER (4 TYp) SUPPORT DETAIl.. LINING ANGLE MIN 16 GA. STEEL X 1 1/2"X 1 1/2". RATED MASONRY FOUR SIDES OF SLEEVE. PARTITION MIN 1" OVER LAP OF OPENING. AND BUTTED CORNER AIR FLOW ~ .~,-~ ~' ~ ~MIN 2" FROM CORNERS WELDED PIN ~~OSINGSHEET METAL PRESS-ON HEAD FABRICATED FIRE DAMPER DETAIL AND SLEEVE ASSEMBLY , SHEET METAL NOSING DETAIL  -LINER FOLDED ~_ CORNER FIRE DAMPER ACCESS DOOR (LABEL FUSIBLE LINK AND LOCATE ON BO%rOM OR SIDE WELDED PIN OF DUCT) PRESS-ON HEAD CLOSURE DETAIL SPRING BREAK AWAY DUqT CONNECTION ("S" SLIP) DUCT ALL TRANSVERSE EDGES NOTES: RATED DRYWALL PARTITION ADHESIVE 1. GREENHECK FIRE DAMPER WITH SLEEVE MODEL FD-150X BEVELED HEAD DETAIL TYPE B. UL LISTING R-13317. NOT_ES; 2. FASTEN RETAINING ANGLE TO SLEEVE BY: TACK OR SPOT 1. THE VELOCITY RATED SiDE OF LINER MUST FACE THE AIR FLOW. WELDS, No. 10 SHEETMETAL SCREWS, 1/4" BOLTS AND DIMENSIONS VELOCITY * A B C D E 0-2500 FPM 5" 12" 4" 6" 18" 2501-6000 FPM 3" 6" 4" 6" 16" NUTS, 3/16 STEEL POP RIVETS. DO NOT FASTEN ANGLE 2. PROVIDE SHEET METAL NOSING ON ALL EXPOSED EDGES. TO WALL. NOSING MAY BE FORMED ON DUCT OR BE CHANNEL OR ZEE A~FACHED BY SCREWS, RIVETS OR WELDS. SEE SHEET 3. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN METAL NOSING DETAIL. UL 555 LISTING. 5. DETAIL INDICATES MAXIMUM SPACING FOR FASTENERS, ACTUAL INTERVALS ARE APPROXIMATE. 4. MOUNTING DETAIL rs TYPICAL FOR COMBINATION FIRE/SMOKE DAMPERS. * UNLESS A LOWER LEVEL IS SET BY MANUFACTURER 4. LINER ADHERED TO THE DUCT WITH 100% AREA COVERAGE OF ADHESIVE. 5. HVAC CONTRACTOR SHALL CUT AND PATCH OPENINGS. HEADS OF OR LISTING AGENCY. MASONRY OPENINGS SHALL BE REINFORCED WITH 5xSxl/4 5. INTERIOR WIDTH OF 8" AND LESS DOES NOT REQUIRE PINS. LINTELS BY HVAC CONTRACTOR. 6. "A" PrN ROW MAY BE OMJTrED WHEN METAL NOSING IS USED. 'E" THEN STARTS FROM THE NOSING. FIRE DAMPER MOUNTING DETAIL SCALE: NONE ACOUSTICAL DUCTLINER INSTALLATION DETAIl SCALE: NONE MAIN SUPPLY 1/4" x 2-1/2" AiR DUCT SCREWS 6" O.C. AND ROOF EXHAUST FAN AT EACH OR INTAKE/EXHAUST HOOD PREFABRICATED (PROVIDED AND INSTALLED ALUMINUM CURB WITH TREATED WOOD NAILER N ~ RECTANGULAR BRANCH 18 GAUGE SHEET BY THE HEATING AND WOOD NAILER (PROVIDED ROOFING SHINGLE METAL WITH CONTINUOUS VENTILATING BY THE HEATING AND GALVANIZED SHEET METAL STUD. CONTRACTOR~¢ -- VENTILATION CONTRACTOR) STRAIGHT RIGID ROUND SHEET METAL DUCT SECTION (AS LONG AS POSSIBLE) SAME DIAMETER AS CEILING DIFFUSER NECK DIAMETER rNTEGRAL FIRE DAMPER GYPSUM BOARD CEILING2// / FULL LOUVERED FACE LAY-IN / ROUND NECK CEILING DIFFUSER -,c ADDITION / ) TO 12" TYp.) ANGLE CROSS BRACE WELDED (WP.) RIGID BOARD INSULATION ROUND BRANCH CONNECTION GUAGE SHEET METAL DUCT 14" 18 GAUGE GALV. WOOD NAILER SHEET METAL ~ SET PREFABRICATED CURB WEATHERPROOF PREDRILLED HOLES AND DAMPER IN MASTIC LAYERS OF MAS7 IN ANGLE FOR DUCT FASTENERS CANT GLASS MESH IN ( IE. SHEETMETAL SCREWS W/ TO INSULATION WASHERS) SEALANT (TYP.) 1-1/2"xl- 1/2" ~- BRACE FASTENED /2"x1-1/2"xl/4" ANGLE ROOF DECK -- 2x6 PRESSURE WELDED TO FOOT BRACE TREATED LUMBER PAPER TO PROTECT CEILING DIFFUSER CONNECTION DETAIL- RECTANGULAR BRANCH TO ROUND NECK SCALE: NONE ROOF PREFABRICATED ROOF CURB FOR SLOPED ROOF BASED · ~ ON THYCURB MODEL TC-2, 14 GAUGE, SLOPE OF ROOF ROOF DECK a ~ TO BE VERIFIED IN FIELD -- FASTEN TO CONCRETE ROOF OPENING . STRUCTURAL CONC. SLAB 18x18 DUCT SLAB (TYPICAL) SEE ROOF FRAMING PLANS THICKNESS VARIES ROOF MOUNTED DUCT SUPPORT ROOF EXHAUST FAN & CURB DETAIL FRESH AIR ON SLOPED ROOF SCALE: NONE SCALE: NONE SCALE: NONE 24x20 WlH GREENHECK OUTDOOR AIR INTAKE EXTEND HEM M~NIMUM 4"BELOW TOP OF NAILER COPPER FLASHING WITH SEALANT (TYP.) -- DUCT RISER, SEE PLANS FOR SIZES ROOFING SHINGLE UNDER FLASHING DETAIL (TYPICAL A SHIELDS PROPERLY SIZED FOR LOAD WASHER MAY BE ~WlTH 100 LB MAX LOAD ON 22 GA. STRAP WHEN FOLDED. ~SQUABE WASHER TIGHT AGAINST BEND (TYP.) UPPER ATTACHMENT DEVICE) OR ROD-- _~ / ANGLE ~ STRAP SIZE BOLT(S) FOR LOAD (TYPICAL NOTE: LOWER HANGER HANGER 60 MAX - UNLESS FOOT OF STRAP IS PLACED UNDER A BOSOM REINFORCEMENT 1"MINscREWS MAY BE OMI~rED IN ATTACH M E N TS) HANGER LOOPS HANGER SPACING AND BRACING SHALL BE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS. DUCT SUPPORT DETAIL SCALE: NONE L" = W"/4, MIN. OF 4" BRANCH ///~MAIN DUCT 45. N / N ~BRANCH DUCT F~OPPOSED BLADE VOLUME DAMPER, WPICAL DUCT CONNECTION SCALE: NONE MAIN DUCT <~3 ' ,, 'A' CFM Z" /~ X" RADIUS ,,, N": Z"x DIVIDED FLOW BRANCH SCALE: NONE AIR 1 HOUR GYPSUM WOOD OR STEEL STUD MAX. 12" DIA. STEEL PIPE OR CONDUIT NOTES: 1. INSTALL THE FIRE STOP FIRE BARRIER 25 CAULK, TYP. SYMMETRICALLY ON BOTH SIDES OF THE WALL ASSEMBLY. ANNULAR SPACE REQUIREMENTS: MAXIMUM PIPE OR CONDUIT DIAMETER ANNULAR SPACE 1 IN. 0 TO 3/16 IN. 4 IN. 0 TO 1/4 IN. 12 IN. 3/16 TO 5/16 IN. F1RESTOPPING 3M FIRE BARRIER CP 25 CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM EXTENT POSSIBLE WITH A MINIMUM 1/4-1N. DIAMETER BEAD OF CP 25 CAULK APPLIED TO THE PERIMETER OF THE PIPE/CONDUIT AT ITS EGRESS FROM THE WALL. UL THROUGH-PENETRATION FIRE STOP SYSTEM No. 147, CONFIGURATION A. FOR FIRE-RATED GYPSUM SCALE: NONE THE DAMPER SHALL BE SECURED TO THE COLLAR WITH EITHER 1/2" TACK WELDS, #10 SHEET METAL SCREWS, 1/4" DIA. NUTS ANB BOLTS, OR 3/16" STEEL POP RIVETS; ALL 8" ON CENTER FIRE SEPARATIOb -- RETAINING ANGLES SHALL BE FASTENED TO THE ENTIRE PERIMETER OF PLATE & COLLAR ONLY. USE EITHER 1/2" TACK WELDS, #10 SHEET METAL SCREWS, 1/4" DIA. NUTS & BOLTS, OR B/16" STEEL POP RIVETS; ALL 8" ON CENTER. COLLAR. RETAINING ANGLES SHALL BE SECURED TO COLLAR, SLEEVE OR PLATE EITHER 1/2" TACK #10 SHEET METAL SCREWS, 1/4" DIA. NUTS & BOLTS, OR 5/16" STEEL POP RIVETS; ALL 8" ON CENTER. ZCONNECTING DUCTWORK Z ELECTRIC 120 VOLT ACTUATOR MOUNTED OUTSIDE DUCT SLEEVE POWER & CONTROL WIRING BY ELECTRIC CONTRACTOR. CONNECTION TO FIRE ALARM PANEL //~ DOOR FRAME A%%s%Co"R (OPTIONAL LOCATION) TO ALLOW FOR EXPANSION, DAMPERS SHALL HAVE A TOP CLEARANCE EQUIVALENT TO 1/8" FOR EACH FOOT OF DAMPER HEIGHT. THE SIDE CLEARANCE SHALL BE 1/8" FOR EACH FOOT OF DAMPER WIDTH DIVIDED EQUALLY TO THE RIGHT AND LEFT OF -- [HE COLLAR. THE MAX. CLEARANCE FOR THE TOP AND THE TOTAL OF BOTH SIDES SHALL BE 1/2" EACH. THE RETAINING ANGLES SHALL BE 1 1/2"xl 1/2"x14 GA BENT ANGLE, SO THAT THERE WILL BE A MIN. OF 1" OF OVERALL ON THE FIRE SEPARATION. X 2 ANGLE (TYPICAL) END CONNECTING GAUGE SHALL BE THE SAME AS COLLAR GREENHECK FSD-2S DAMPER OR EQUAL ACCESS DOOR -.-.~ FUSIBLE (165'F) LINK AND SPRING WILL CLOSE DAMPER WHEN LINK MELTS COLLAR CONNECTION ALL CONNECTIONS SHALL COMPLY WITH ASHRAE & SMACNA. CONNECTIONS BETWEEN COLLAR & DUCTWORK SHALL BE BREAKAWAY TYPE SUCH AS "S" SLIP, CRIMP, OR OTHER SLIP TYPE IN ACCORDANCE WITH SMACNA FIRE DAMPER GUIDE, STEEL STUD FRAMED OPENING SEE ARCHITECTURAL SPECI- FICATIONS FOR DIMENSIONS FIRE/SMOKE DAMPER SCALE: NONE 1992. DRAWINCS &~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~Y OF Thomos Comp~glio Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~FEN CONSENT OF TCA ARCHITECTURE, Thomos Comp~glio, Architect, PLLC. (~ Copyright 2008 Thomos Compiglio Archftect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: sngimeon_togoS,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PRL~IECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NBN YORK, NY 10016 TEL. NO (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 - Fax: (~12) 765-8611 hitp ,//vw~v.st erli n gnyc corn CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, HY 11749 TELEPHONE: 631.592.2660 FACSIMILE.' 631.232.1536 JL.AJOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING MECHANICAL DETAILS SEAL H 5 SHEET NUMBER ?2 ! ! 1/2" COPPER DRAIN LINE PIPE TO NEAREST FLOOR DRAIN UNLESS OTHERWISE NOTED -- AUTOMATIC AIR VENT 1/2" BALL VALVE TOP OF WATER RISER OR HIGH POINT IN PIPING AUTOMATIC AIR VENT NOT TO SCALE REDUCER AIR POCKET FILL SIZE OF PIPE MAX.) HIGH POINT ON / WATER MAIN 5/4:: STEEL OR 1/2 O.D. COPPER TO DRAIN LOCATION 10" MINIMUM BALL VALVE OR MANUAL VENT COCK (IN ACCESSIBLE LOCATION) MANUAL AIR VENT NOT TO SCALE HOT WATER RISER ANCHOR DETAIL CONDENSATE RECEIVER 1" DRAIN FROM SECOND FLOAT SWITCH WITH LOW VOLTAGE SWITCH TO BE WIRED TO THE AC UNIT COMPRESSOR PUMP FLOAT OPERATED CONTROL SWITCH TO START & STOP PUMP UNION TO DRAIN RISER 3/8" BALL VALVE DRAIN WITH HOSE CONNECTION TYPICAL CONDENSATE PUMP WATER SUPPLY GATE VALVE FLOW MEASURI DEVICE SIMILIAR TO BAG CURCUIT SENSOR FROM 3/4" GLOBE DRAIN VALVE DRAINS HEELS OF RISER WATER RETURN RISER __ UNION WATER SUPPLY MAIN WATER RETURN MAIN-- DRAIN CONNECTION MAIN (RUN AND SPILL TO INDIRECT WASTE) HOT WATER RISER AND DRAIN CONNECTIONS (DIRECT RETURN SYSTEMS) NOT TO SCALE PLUG(PCP.) VALVE (2-WAY) -VENT UNION )% HW COIL ACCU-FLOW ~' FLOW LIMITER I~ HW COIL CABINET -- BALANCING VALVE BALL VALVE~ ~ '~ h FAN -q~ ~ ~ MOTOR ISOLATION (TYP) HWR -- FILTER HWS Ii I RETUR AIR FLOOR SLAB + ALL PIPING, FI%rINGS & VALVES TO BE ENCLOSED SUPPLY AIR Ay PTAC UNIT HOT WATER PIPING DETAIL PLUG VALVE WITH LOCKING FLOW PLATE 3/4" DRAIN EXTERIOR WALL WALL SLEEVE EXTERIOR WALL LOUVER RETURN SUPPLY SIDE PORT TYPICAL 600 RETURN HEAT PUMP -- SUPPLY PIPING PACKAGE TO CABINET HEATER & PTAC UNIT COIL 1. COIL PIPING PACKAGES 1,1 CONTRACTOR SHALL PROVIDE GRISWOLD COIL PIPING PACKAGES WHERE AT EACH HOT WATER COIL OR AS INDICATED ON DRAWINGS. THE PACKAGE WILL INCLUDE AN IN.LET VALVE AND AN OUTLET VALVE. 2. THE COIL INLET VALVE SHALL INCORPORATE AN INSOLOATION FUNCTION, A UNION, DRAIN AND A PT PORT FOR PRESSURE GAUGE AND THERMOMETER PROBES. 2.1 INLET VALVES ½" TO 2" SHALL BE OF BRONZE, RATED AT BO0 PSI, WITH FNPT ENDS, SIMILAR TO GRISWOLD MODEL ISOLATOR B. INSOLATION SHALL BE OF THE BALL VALVE TYPE. 5. THE COIL OUTLET VALVE SHALL INCORPORATE AN ISOLATION FUNCTION, A FLOW LIMITER, AIR VENT AND PT PORTS FOR FLOW METERS, PRESSURE GAUGES AND THERMOMETER PROBES. 5.1 FLOW REGULATION CARTRIDGE ASSMEBLY SHALL BE PRECISION GROUND, LASER CUT, ALL AISI .300 SERIES STAINLESS STEEL, AND SHALL AUTOMATICALLY CONTROL FLOW WATER RATES WITHIN +/- 5% ACCURACY, FOUR OPERATING PRESSURE RANGES SHALL BE AVAILABLE WITH THE MIM~MUM RANGE REQUIRING LESS THAN 1.5 PSID TO ACTUATE THE MECHANISM. NOTE: CIRCUIT SETTERS ARE NOT FLOW LIMITERS AND WILL NOT BE ACCEPTED AS EQUALS. 3.2 OUTLET VALVES UP TO 2" SHALL BE OF AN ASTM BRASS BODY RATED AT NO LESS THAN 400 PSI AT 250 DEGREES F SIMILAR TO GRISWOLD rSOLATOR R. AVAILABLE FLOW RATES SHALL BE FROM 0.55 GPM TO 44.0 GPM. ISOLATOR R SERIES VALVE BODY DESIGN SHALL ALLOW INSPECTION OR REMOVAL OF CARTRIDGE WITHOUT DISTURBING PIPING CONNECTIONS. ISOLATION SHALLB EOF THE BALL VALVE PCPE. ACCESSORIES 4.1 A QUANTITY OF TWO PORTABLE METER KITS SHALL BE PROVIDED FOR FLOW VERIFICATION. EACH SHALL HAVE A RANGE OF -14.7 TO 150 PS[ AND END CONNECTIONS COMPATIBLE WlTHT THE PRESSURE/TEMPERATURE TEST PORTS ON THE FLOW LIMITER VALVE BODY. 4.2 A QUANITIY OF TWO PROBE TYPE PORTABLE PRESSURE GAUGES SHALL BE PROVIDED. 4.5 A QUANTITY OF TOW PROBE TYPE PORTABLE TEMPERATURE GAUGES SHLL BE PROVIDED 4.4 ALL iTEMS SHALL COME TAGGED AND SHRINK WRAPPED PER TERMINAL UNIT DESIGNATION. 4.5 NO COIL PIPING PACKAGES SHALL UNTIL ALL TERMINAL UNITS HAVE BEEN APPROVED. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Camp~glia, Architect, PLLC. (~ CopyNght 2008 Thomas Campi§lfa ArchttecU PLLC DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDO DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_l. o9oa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGDA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEVV YORK, NY 10016 TEL. NO, (212) 688-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS; STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF?TANINE · NEW YORK, NY 10016 Tel. (212) 245-6300 Fax: (212) 765-8511 http://w~w.sterlingnyc,com CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRNE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 6S1.592.2660 FACSIMILE: 831.232.1536 JLA JOBiII 08AE-00174 CEILING HUNG AC UNIT- AUXILIARY DRAIN PAN SHALL B 16 GAUGE GALVANIZED STEEL WITH ALL SEAMS AND CORNERS WELDED FOR WATERTIBHTNESS. DRAIN PAN SHALL EXTEND A MINUMUM OF 5" PAST AC UNIT ON ALL SIDES.' NOTES: 1. THIS DETAIL APPLIES TO ALL CEILING HUNG AC UNITS, 2. AUXILIARY DRAIN PAN CORNERS SHALL WELDED WATERTIGHT. 5. COORDINATE DIMENSIONS OF AUXILIARY DRAIN PAN WITH FIELD REQUIREMENTS. 4. FOR CEILING INSTALLATIONS, SUPPORT AC UNIT, CONDENSATE PUMP/RECErVER UNIT, AND DRAIN PAN INDEPENDENTLY FROM STRUCTURE OVERHEAD. 5. PROVIDE 5/4" PLUGGED DRAIN AT LOW POINT OF AUXILIARY DRAIN PAN. 6. PROVIDE AUXILIARY CONTACT ON LIQUID DETECTOR FOR INTERFACE WITH THE BUILDING MANAGEMENT SYSTEM WHEN SPECIFIED. AUXILIARY DRAIN PAN FOR CEILING HUNG AC DETECTOR SHAL SHUT DOWN THE AC UNIT. LOCATE AT LOWEST POINT OF PAN INSIDE SUMP. PUMP AND RECEIVER UNIT. DRAIN PAN SUMP OF SUFFICIENT DEPTH TO ALLOW INSTALLATION OF CONDENSATE PUMP AND RECEIVER BELOW THE LEVEL OF THE AC UNIT. PROVIDE A MIN OF B" CLEARANCE AROUND PUMP. UNITS DETAIL SCALE: NONE MANUAL AIR STRAP ON AQUASTAT WIRED IN SERIES WITH FAN MOTOR STARTER-- COMBINATION BALANCING VALVE/FLOW MEASURING STATION ACCU-FLOW FLOW LIMITER BALL VALVE HOT WATER SUPPLY HOT WATER RETURN FLOOR '\ MOTOR 1" DRAIN WITH HOSE BIB HOT WATER CABINET HEATER DETAIL SCALE: NONE UPPER 'C' CLAMP DUCT METAL DECK ~ROD (SIZE AS REQUIRED) MAXIMUM WEIGHT = lO01bs. STEEL ANGLE VIBRATION ISOLATOR MASON 50N-100 FAN FLEXIBLE CONNECTION INLINE FAN HANGING INSTALLATION SCALE: NONE NOTE: SIZE HANGER ROD, UPPER A~ACHMENT, SCREWS TO ADEQUATELY SUPPORT LOAD. CONSULTANT CONSULTANT DRAWING CLIENT PROd, NO, PROd, NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 MECHANICAL DETAILS H 6 SEAL SHEET NUMBER 73 HVAC SPECIFICATIONS GENERAL 1. WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNMENTAL REGULATIONS AND SHALL BEAR APPROVAL CERTIFICATES AS APPLICABLE. 2. WORK SHALL CONFORM TO THE STANDARD OF THE BUILDING AND BE APPROVED BY THE BUILDING'S REPRESENTATIVE BEFORE COMMENCING WORK. B. ALL WORK SHOWN ON THESE PLANS SHALL BE NEW UNLESS SPECIFICALLY CALLED OUT AS EXISTING. PROVIDE ALL CU~ING, PATCHING. FLASHING, COUNTER FLASHING, SLEEVES AND SEALS REQUIRED FOR WORK UNDER THIS CONTRACT UNLESS OTHERWISE NOTED. 5. ROOF PENETRATIONS SHALL BE MINIMUM REQUIRED FOR DUCTWORK PENETRATION ONLY. DO NOT REMOVE ANY OTHER ROOFING MATERIAL. SEAL AROUND DUCTWORK PENETRATION TO LIMIT SOUND TRANSMISSION. B. SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS AND WALLS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL. NOTICE TO BIDDERS 1. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE FOR THE MATERIAL AND LABOR PROVISIONS. 2. WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR IN THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. PROVIDE WRITTEN REQUEST TO THIS OFFICE IN A TIMELY FASHION FOR CLARIFICATION AS REQUIRED. 5. THE CONTRACTOR SHALL COORDINATE THE WORK OR ADJUST SAME TO THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS DO NOT OCCUR. 4. THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED SIMULTANEOUSLY WITH THE WORK OF OTHER TRADES, SO AS NOT TO DELAY THE OVERALL PROGRESS OF WORK CONFLICTS IN SPACE LOCATIONS DO NOT OCCUR. 5. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK SHALL BE NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON THE DRAWINGS THIS CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEW WORK, AND INCLUDE ALL MATERIALS AND LABOR IN HIS BID PRICE. NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO SO. 6. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE VENTILATION AND AIR CONDITIONING SYSTEMS. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE SUBdECT TO THE ENGINEER'S APPROVAL. IT IS THE INTENT OF THESE SPECIFICATIONS TO PRDVIDE COMPLETE SYSTEMS, LEFT IN GOOD WORKING ORDER, READY FOR OPERATION, INCLUDING NECESSARY LABOR AND MATERIALS, WHETHER OR NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR .MENTIONED HEREIN. IT IS NOT THE INTENTION OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILR~' OF THIS CONTRACTOR TO INSTALL HIS WORK rN SUCH A MANNER TO AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER COST OR INSTRUCTIONS. 7. BEFORE SURMISING PROPOSAL BIDDERS SHALL CAREFULLY EXAMINE FIELD CONDITIONS AND CONTRACT DRAWINGS OF ALL TRADES. SUBMISSION OF PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT REQUIRED EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR EXTRA LABOR, EQUIPMENT AND MATERIALS REQUIRED DUE TO DIFFICULTIES WHICH COULD HAVE BEEN FORESEEN, WILL NOT BE RECOGNIZED. 8. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. RESTORE EX[STING WORK DISTURBED WHILE INSTALLING NEW WORK TO A CONDITION ACCEPTABLE TO THE ENGINEER. 9. SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS AND WALLS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL. 10. DAILY DURING CONSTRUCTION, THE MECHANICAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND EXCESS MATERIAL ACCUMULATED AS A RESULT OF HIS OPERATIONS. ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE WIPED CLEAN OF DUST AND DEBRIS BEFORE FINAL ACCEPTANCE BY THE OWNER. 11, BEFORE COMPLETION OF THIS PROJECT, THE MECHANICAL CONTRACTOR SHALL TEST ALL EQUIPMENT WHICR NORMALLY REQUIRES OPERATION. ALL EQUIPMENT SHALL BE OPERATED SUFFICIENTLY LONG TO PROVE TO THE OWNER THAT EACH UNIT PERFORMS SATISFACTORILY AND MEETS THE REQUIREMENTS SPECIFIED. 12. REVIEW WITH THE ENGINEER AND THE BUILDING MANAGER ANY CONDITION WHICH PREVENTS ADEQUATE ACCESSIBILITY FOR MAINTENANCE PRIOR TO INSTALLATION OF THE WORK. ALL EQUIPMENT AND/OR ACCESSORIES THAT ARE INSTALLED WITHOUT PROPER ACCESS, IN THE OPINION OF THE BUILDING MANAGER, AND INSTALLED WITHOUT THE BUILDING MANAGER'S AND/OR ENGINEER'S APPROVAL, SHALL BE REMOVED AND REVISED AS DIRECTED BY THE BUILDING MANAGER AND/OR ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 15. THIS CONTRACTOR SHALL REPAIR AND RESTORE TO ORIGINAL CONDITION ANY EXISTING EQUIPMENT OR MATERIALS DAMAGED IN THE PROCESS OF INSTALLATION, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVES. SCOPE OF WORK 1. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY FOR A COMPLETE SAFE INSTALLATION OF ALL WORK INDICATED IN CONTRACT DOCUMENTS, IN FULL CONFORMITY WITH REQUIREMENTS OF BUILDING CODES AND OF ALL AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: a. DEMOLITION AND REMOVAL FROM SITE OF EXISTING EQUIPMENT, DUCTWORK AND ACCESSORIES AS NOTED. b. THREE (5) NEW PACKAGED ROOFTOP AC UNITS. c. ELEVEN (11) HEAT PUMP SPLIT SYSTEMS d. NEW HOT WATER PTAC UNITS. e. NEW HOT WATER CABINET HEATERS f. NEW LOW PRESSURE DUCTWORK AND ACCESSORIES. g. INSULATION OF NEW AND EXISTING DUCTWORK SERVING THIS AREA. PATCH EXISTING INSULATION AS REQUIRED. h. NEW DIFFUSERS AND GRILLES. NEW EXHAUST FANS AND CONTROLLER. NEW THERMOSTATS AND CONTROLS k. RECORD DRAWINGS I. TESTING AND BALANCING OF SYSTEMS AND FURNISHING BALANCING REPORT m. STORING AND PROTECTION OF EQUIPMENT AND/OR APPURTENANCE SPECIFIED HEREIN. n. CUTTING AND ROUGH PATCHING REQUIRED FOR THE WORK OF THIS TRADE. SHOP DRAWINGS AND EQUIPMENT SUBMISSIONS 1. PRIOR TO ORDERING EQUIPMENT OR START OF INSTALLATION OF SYSTEM COMPONENTS, SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS FOR ALL EQUIPMENT, INSULATION, PIPING, MATERIALS, SHOP STANDARDS, FI~FINGS, ACCESSORIES AND SYSTEMS FOR REVIEW PRIOR TO INSTALLATION. SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS. FOR DRAWINGS LARGER THAN 8 1/2" X 11" OR IF ADDITIONAL COPIES ARE REQUESTED AND/OR REQUIRED, A REPRODUCIBLE ORIGINAL SHALL BE SUBMITTED WITH PRINTS. ANY WORK iNSTALLED WITHOUT SHOP DRAWING REVIEW BY ENGINEER SHALL BE REMOVED AND REPLACED WITH PROPER EQUIPMENT AT THIS CONTRACTOR'S EXPENSE 2. SHEET METAL AND PIPING SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: FIELD MEASURED DRAWINGS. ARCHITECTURAL/ENGINEERING BACKGROUNDS ARE NOT ACCEPTABLE. b. DRAWING SCALE SHALL BE MINIMUM 5/8" = 1'-0" c. BOTTOM OF DUCT ELEVATIONS d. INDICATE STEEL, BAR JOISTS, LIGHTING FIXTURES, OIFFUSERS, GRILLES, REGISTERS, SPRINKLER HEADS, ACCESS PANELS, ETC... e. DRAWINGS SHALL INDICATE ALL DIMENSIONS, SHOP STANDARDS, MATERIALS OF CONSTRUCTION AND METHODS OF ASSEMBLY. 5. EQUIPMENT, ASSOCIATED DEVICES AND MATERIALS SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: a. EQUIPMENT CUT SHEETS AND DATA SHEETS THAT INDICATE CAPACITIES AND PERFORMANCE DATA. b. IN LETTER FORM, MANUFACTURER'S NAMES FOR ACCESSORIES AND INCIDENTALS NOT COVERED BY SHOP DRAWINGS. c. ELECTRIC WIRING DIAGRAMS AND AUTOMATIC CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. THE WIRING DIAGRAMS MUST BE COMPLETE AND COORDINATED WITH THE EQUIPMENT ACTUALLY INSTALLED. 4. SUBMIT A SCHEDULE OF DIFFUSERS, GRILLES AND REGISTERS WITH MANUFACTURERS' MODELS, SIZES, AIR VOLUME, THROW, NOISE CRITERIA, ACCESSORIES, FINISHES, ETC... a. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO COORDINATE BORDER/FRAME TYPE OF AIR DEVICES SUCH THAT IT IS COMPATIBLE WITH CEILING AND/OR GRID INDICATED ON LATEST ARCHITECTURAL DRAWINGS. SUBSTITUTIONS 1. BASE ALL BIDS ON THE EQUIPMENT AND MANUFACTURERS LISTED. IF SUBSTITUTION IS PROPOSED, MAKE APPLICATION TO THE OWNER IN WRITING STATING THE COST DIFFERENTIAL INVOLVED. m. IT IS THE INTENT OF THESE SPECIFICATIONS THAT WHEREVER A MANUFACTURE IS SPECIFIED AND SUBSTITUTIONS ARE MADE, THEY SHALL CONFORM IN ALL RESPECTS TO THE SPECIFIED ITEM. CRITERIA AS DELINEATED FOR EQUIPMENT SHALL BE INTERPRETED AS MINIMUM PERFORMANCE REQUIREMENTS. b. APPROVAL OF SUBMISSIONS DOES NOT CONSTITUTE A REMOVAL OF CONTRACTOR'S OBLIGATION TO PROVIDE A COMPLETE AND PROPERLY FUNCTIONING SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SUITABLE CORRECTIONS TO INSTALLATIONS MADE IN ERROR DUE TO THEIR LACK OF COORDINATION WITH FIELD CONDITIONS, ACCESS REQUIREMENTS OF NEW AND EXISTING EQUIPMENT, NEW WORK OF OTHER TRADES OR LACK OF UNDERSTANDING OF PROPER SYSTEM FUNCTION. c. SUBMISSION OF ANY SUBSTITUTIONS NOT PREVIOUSLY APPROVED WITH BID SHALL BE ACCOMPANIED BY LETIER EXPLAINING REASON AND APPLICABLE CREDIT. CONTRACTOR SHALL BEAR ASSOCIATED COSTS FOR REVISING AND RE-FILING OF DRAWINGS AS A RESULT OF SUBSTITUTION. AS-BUILT DRAWINGS 1. AT THE COMPLETION OF PROdECT PROVIDE "AS-BUILT" DRAWINGS CONSISTING OF A COMPLETE SET OF MYLAR TRANSPARENCIES, DEPICTING IN A NEAT AND ACCURATE MANNER, EXACTLY HOW ALL SYSTEMS WERE INSTALLED AND A COMPLETE RECORD OF ALL CHANGES MADE TO THE ORIGINAL DESIGN OF THE WORK. DUCT AND PIPING DRAWINGS SHALL BE DOUBLE LINE. DRAWINGS SHALL PROVIDE AN ACCURATE AND COMPLETE RECORD OF THE WORK AS INSTALLED. TWO (2) COPIES OF CONTRACT CLOSE-OUT DOCUMENTS SHALL BE SURMISED IN A THREE-RING BINDER LABELED CLEARLY WITB PROJECT NAME AND ADDRESS. CONTENTS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: a. A MINIMUM OF FOUR (4) SETS OF DETAILED CONSTRUCTION SHOP DRAWINGS FOR DUCTWORK LAYOUT, PIPING LAYOUT, EQUIPMENT AND SYSTEMS. DRAWINGS SHALL INDICATE ALL DIMENSIONS, SHOP STANDARDS, MATERIALS OF CONSTRUCTION AND METHODS OF ASSEMBLY. DRAWINGS SHALL BE AT A 5/8"=1'-0" SCALE. b. PIPING SHOP DRAWING PREFERABLY OVERLAID WITH SHEET METAL DRAWING. INCLUDE ELEVATIONS EQUIPMENT PIPED AND ISOLATION VALVE LOCATIONS. c. HVAC EQUIPMENT INCLUDING OPERATING AND MAINTENANCE INSTRUCTIONS, WARRANTIES AND ENGINEERING DATA. d. AIR AND WATER BALANCING REPORTS WITH RAISED STAMPED SEAL FROM LICENSED BALANCER. e. ALL OF THE ABOVE SHALL BE IN ACCORDANCE WITH ENGINEER'S COMMENTS DURING THE SUBMISSION PROCESS. OPERATING AND MAINTENANCE INSTRUCTIONS 1. AFTER FINAL TEST AND ADJUSTMENTS FULLY INSTRUCT OWNER'S OPERATING PERSONNEL IN ALL DETAILS OF OPERATION FOR EQUIPMENT INSTALLED. A SIGNED RECEIPT THAT SHALL BE OBTAINED FROM THE OPERATOR SHALL BE CONSTRUED AS EVIDENCE THAT INSTRUCTIONS WERE SATISFACTORY. 2 OPERATING AND MAINTENANCE MANUAL SHALL INCLUDE THE FOLLOWING: a. FURNISH TWO (2) COPIES OF WRITTEN DESCRIPTIONS OF ALL SYSTEMS COVERING ALL MANUAL OPERATING AND MAINTENANCE PROCEDURES, AUTOMATIC CONTROL DESCRIPTIONS AND AUTOMATIC CONTROL TEMPERATURE AND PRESSURE SETTINGS. WRITTEN DESCRIPTIONS SHALL INCLUDE LUBRICATION SCHEDULES, PARTS LIST, PERFORMANCE SERVICE FOR EQUIPMENT, FILTER SIZE/QUANTITY SCHEDULE, ETC. WHEN MANUFACTURERS' STANDARD INSTRUCTIONS ARE UTILIZED, THEY SHALL BE CLEARLY MARKED. b. NEW EQUIPMENT INSTALLATION MANUALS THAT INCLUDE MANUFACTURER'S EQUIPMENT PARTS LIST OF ALL FUNCTIONAL COMPONENTS OF THE SYSTEM LISTED ON THE EQUIPMENT SCHEDULES. DRAWINGS, CONTROL DIAGRAMS AND WIRING DIAGRAMS OR CONTROLLERS. LIST SHALL GIVE SYSTEM NUMBER, UNIT NUMBER, MANUFACTURER'S MODEL NUMBER, AND MANUFACTURER'S DRAWING NUMBER. c. FURNISH ONE CLEAN COPY OF EACH FULLY CORRECTED AND PROCESSED SHOP DRAWING. CODES, PERMITS AND INSPECTIONS 1. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF THE NEW YORK CITY BUILDING CODE, AS WELL AS ALL NATIONAL, STATE. COUNTY, MUNICIPAL AND OTHER AUTHORITIES HAVING JURISDICTION OF THE WORK OF THIS PROJECT. 2. ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS. 5. COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS. COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS. 5. ANY ELECTRICAL INSTALLATION PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL LOCAL AND STATE CODES IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC). 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. CODE APPROVAL 1. UPON COMPLETION OF THIS VENTILATING SYSTEM, A TEST SHALL BE CONDUCTED IN THE PRESENCE AND UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT BEFORE THE SYSTEM IS APPROVED. 2. THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT WHO CONDUCTS THE TEST SHALL CERTIFY THAT THE SYSTEM COMPLIES WITH APPLICABLE LAWS AND SHALL ALSO FILE WITH THIS CERTIFICATION A REPORT OF THE TEST. THE TEST AND REPORT SHALL BE MADE IN A MANNER SATISFACTORY TO THE OWNERS REPRESENTATIVE. B. A STATEMENT SHALL BE FILED BY THE OWNER THAT THE VENTILATION SYSTEM WILL BE KEPT IN CONTINUOUS OPERATION AT ALL TIMES DURING NORMAL OCCUPANCY OF THE STRUCTURE THAT'S PROVIDED IN THE APPLICABLE SECTIONS OF THE CODE. 4. FIRE DAMPERS SHALL BE APPROVED BY THE BOARD OF STANDARDS AND APPEALS AND SHALL BEAR THE UNDERWRITER'S LABORATORIES (UL) SEAL AS REQUIRED. 5. VENTILATION SYSTEM INSTALLED WILL COMPLY WITH RULES OF THE BUILDING DEPARTMENT IN EFFECT. GUARANTEE AND SERVICE 1. THIS CONTRACTOR SHALL GUARANTEE AND SERVICE THE ENTIRE INSTALLATION YEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE INSTALLATION. FOR A PERIOD OF ONE 2. THIS CONTRACTOR SHALL, DURING THE PERIOD OF THE GUARANTEE, REPLACE OR REPAIR AT CONTRACTORS EXPENSE ANY PIECE OF EQUIPMENT AND/OR MATERIAL THAT IS FOUND TO BE DEFECTIVE. THE REPLACEMENT OR REPAIR SHALL BE PERFORMED THE SAME DAY OF NOTIFICATION IN AN EMERGENCY FASHION WHEN NOTIFIED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THIS CONTRACTOR SHALL ALSO REPAIR ALL DAMAGE TO SURROUNDING WORK CAUSED BY THE FAILURE, REPAIR OR REPLACEMENT OF DEFECTIVE EQUIPMENT. B. ALL REFRIGERATION COMPRESSORS SHALL HAVE A FACTORY GUARANTEE INCLUDING PARTS AND LABOR FOR FIVE YEARS TOTAL FROM DATE OF FINAL ACCEPTANCE. 4. THE FINAL ACCEPTANCE WrLL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED THE EQUIPMENT, BALANCED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENT OF THE DRAWINGS AND SPECIFICATIONS, AND HAS FURNISHED ALL THE REQUIRED CERTIFICATES OF INSPECTION AND APPROVALS. SPECIAL CONDITIONS 1. THIS CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 2. EQUIPMENT DELIVERIES AND USE OF FREIGHT ELEVATORS SHALL BE SCHEDULED WITH MANAGEMENT TO AVOID INCONVENIENCE TO BUILDING OPERATION AND TO OWNER. $. DURING CONSTRUCTION, ALL RETURN AIR OUTLETS SHALL BE COVERED WITH GAUZE MESH AND TAPED SECURELY TO PREVENT THE ENTRANCE OF DUST AND CONSTRUCTION DEBRIS INTO THE AIR DUCT SYSTEMS. 4. CLEAN, SERVICE, REPAIR OR REPLACE AS NECESSARY ALL VARIABLE AIR VOLUME BOXES, SUPPLY AIR PRV DAMPERS, BUILDING REHEAT COILS, ETC., SERVING THE INTENDED SPACE UNDER CONSTRUCTION. 5. DISCONNECT SMOKE DETECTORS AT EACH RETURN AIR INTAKE AS REQUIRED. WHEN WORK IS COMPLETED, REINSTALL AND RECONNECT TO BUILDING FIRE ALARM CONTROL PANEL. WORK INCLUDED UNDER OTHER SECTIONS OF WORK 1. iTEMS OF WORK WHICH SHALL BE INCLUDED UNDER OTHER SECTIONS OF WORK ARE AS FOLLOWS: 2 ACCESS DOORS IN FINISHED CONSTRUCTION 3. ELECTRICAL WIRING FOR POWER 4. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR. THIS CONTRACTOR SHALL INSTALL IN AIR SYSTEMS AS REQUIRED. 5. FINISH PAINTING OF 'EQUIPMENT (EXCEPT FACTORY SUPPLIED AND SPECIFIED). 6 CONCRETE FOUNDATIONS, BASES OR CURBS 7. SUB-FLASHING OF ROOF OPENINGS. ACCESS DOORS IN FINISHED CONSTRUCTION 1. THIS CONTRACTOR SHALL PREPARE A LIST OF ALL ACCESS DOORS REQUIRED FOR PROPER OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, CONTROLS, AND OTHER SIMILAR DEVICES INSTALLED UNDER THIS CONTRACT, PRIOR TO INSTALLATION OF WALLS AND CEILINGS THIS CONTRACTOR SHALL SUITABLY FIELD TAG AND IDENTIFY ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, ETC., WHICH REQUIRE ACCESS DOOR PROVISIONS. GENERAL CONTRACTOR SHALL PROVIDE ACCESS DOORS IN FINISHED CONSTRUCTION. 2. ACCESS DOORS SHALL BE AT LEAST 16"X16" WITH AIRTIGHT FOAM GASKETS. THE DOORS SHALL BE PIANO HINGED AND SHALL HAVE A FLUSH OPERATING CAM LATCH LOCKING DEVICE. THE DOORS SHALL BE AS MANUFACTURED BY KARP ASSOCIATION. a FOR WALLS AND ACOUSTICAL CEILING TILES PROVIDE KARP DSC-214M b. FOR PLASTER CEILINGS PROVIDE KARP KSTDW c. FOR FIRE RATED INSTALLATIONS PROVIDE WITH FIRE RATED ACCESS DOOR d. COLOR, FINISH, SIZE AND EXACT LOCATION SHALL BE REVIEWED BY ARCHITECT METAL DUCTS 1. SHEET METAL DUCTWORK a FURNISH, INSTALL AND FABRICATE ALL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW PRESSURE AND MEDIUM PRESSURE DUCT CONSTRUCTION STANDARD MANUALS, USING PRIME SHEETS OF GALVANIZED STEEL. 1) GALVANIZED STEEL DUCTS SHALL COMPLY WITH: ASTM A525 AND ASTM AB27 GALVANIZED STEEL SHE~, LOCK-FORMING QUALITY, HAVING GDO ZiNC COATING IN CONFORMANCE WITH ASTM Ago. 2) ALUMINUM DUCTS SHALL COMPLY WITH: ASTM B209; ALUMINUM SHEET, ALLOY 3005-H14. ALUMINUM CONNECTORS AND BAR STOCK: ALLOY 6061-T6 OR OF EQUIVALENT STRENGTH b. CONSTRUCT T'S, BENDS, AND ELBOWS WITH A FULL RADIUS THROAT OF NOT LESS THAN 1-1/2 TIMES WIDTH OF DUCT ON CENTERLINE. WHERE NOT POSSIBLE DUE TO LIMITED SPACE AND WHERE RECTANGULAR ELBOWS ARE USED, PROVIDE DOUBLE AIR FOIL TURNING VANES ON MAXIMUM 4" CENTERS. WHERE ACOUSTICAL LINING IS iNDICATED, PROVIDE TURNING VANES OF PERFORATED METAL WITH GLASS FIBER INSULATION. NO SHARP ANGLED FI~INGS (MORE THAN 15 DEGREES) SHALL BE USED. c. ALL DUCT SYSTEMS SHALL BE TIGHT AND FREE FROM LEAKS AND VIBRATION. ALL dOINTS IN DUCTWORK SHALL BE SEALED AIRTIGHT WITH APPROPRIATE DUCT SEALERS, WRAPPED WITH DUCT TAPE AND COATED WITH A SECOND COAT OF SEALER. THiS INCLUDES ALL SUPPLY, RETURN AND EXHAUST DUCTWORK. DUCT SEALER 5M No.900 SHALL BE USED AND SHALL BE TESTED FOR AIR TIGHTNESS AFTER INSTALLATION. MAINTAIN A LEAKAGE RATE OF NO GREATER THAN 5%. 1) TOTAL AIR VOLUME FOR LOW PRESSURE DUCT SYSTEMS SHALL BE AT LEAST 95% OF FAN SUPPLY WHEN MEASURED BY DUCT T~AVERSES TAKEN WITH A PITOT TUBE AND WATER MANOMETER. d. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 DEGREES DIVERGENCE UPSTREAM OF EQUIPMENT AND 45 DEGREES CONVERGENCE DOWNSTREAM. e. DRIVE SLIPS AND SNAP LOCK CONNECTIONS ARE NOT PERMITTED. f. DUCTWORK LAYOUTS AND ROUTES AS SHOWN ON THE DRAWING ARE SCHEMATIC; THEREFORE, CHANGES iN DUCT SIZES AND/OR LOCATIONS SHALL BE MADE WHERE NECESSARY TO CONFORM TO SPACE CONDITIONS OR OBTAIN MAXIMUM HEADROOM CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER. g. FLEXIBLE DUCT SHALL BE SEMI-RIGID CONSTRUCTION CAPABLE OF BEING EASILY FORMED INTO REQUIRED OFF-SETS WITHOUT SUBSEQUENT SAGGING OR DROOP, CLEVAFLEX TYPE 12 AS MANUFACTURED BY CLEVEPAK CORPORATION (MEA #114-72-M) OR OTHER APPROVED EQUAL. ALL ROUND TAKE-OFFS SHALL BE MADE WITH SPIN COLLAR TYPE "DSC", AS MANUFACTURED BY CLEVEPAK CORPORATION. INSTALLATION SHALL BE FACTORY INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ALL SUCH TAKE-OFFS SHALL BE SEALED WITH A SUITABLE DUCT SEALER TO PREVENT AIR LEAKAGE, AIR DIFFUSERS AND GRILLES SHALL BE LOCATED IN CONFORMANCE TO ARCHITECTURAL REFLECTED CEILING PLANS, 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE LOCATED IN THE CENTER EXTEND DUCTWORK AS REQUIRED. 2) CENTER AND LOCATE AIR OUTLETS/INLETS IN A NEAT AND SYMMETRICAL MANNER. DUCTWORK AS REQUIRED. OF CEILING TILE, EXTEND WHERE DUCTS ARE SPECIFIED OR INDICATED ON PLAN TO BE ACOUSTICALLY LINED, THE DUCT SHALL INCREASED IN SIZE SC THAT THE CLEAR INSIDE LINING DIMENSIONS MATCH THE DUCT SIZES ON THE DRAWINGS. 2. DISHWASHER EXHAUST DUCTWORK BE THIS CONTRACTOR TO PROVIDE NEW STAINLESS STEEL EXHAUST DUCTWORK TO BE CONSTRUCTED AS FOLLOWS: 1) NEW EXHAUST DUCTWORK TO BE CONSTRUCTED OF 14 GAUGE STAINLESS STEEL. ALL SEAMS ARE TO BE CONSTRUCTED IN A MANNER TO PREVENT CONDENSATE LEAKAGE AND AS SHOWN IN THE DISHWASHER EXHAUST DUCTWORK CONNECTION DETAIL. THIS CONNECTION WILL UTILIZE THE FOLLOWING. 1) 2" WIDE INTERNAL BUTF STRAPS. 2) DUCTWORK CORNER EDGE SEAM TO BE LOCATED ON THE TOP SIDE OF THE DUCTWORK. B) MIG-WELD ALL SEAMS. THE WELDS ARB TO BE A CONTINUOUS BEAD ON ALL FOUR SIDES OF THE DUCTWORK. c. FIRST TEST: 1) PRESSURE TEST DUCTWORK FOR LEAKAGE AFTER THE WELDING IS COMPLETE AND BEFORE SEALANT IS APPLIED. 2) COAT ALL CONCEALED CONNECTIONS AND SEAMS WITH SEALANT AS MANUFACTURES BY ELOEN, TYPE SN-RB. SEALANT TO BE APPLIED IN THREE LAYERS WITH FIBERGLASS GAUZE MESHING BETWEEN EACH LAYER. d. SECOND TEST: 1) 2) PRESSURE TEST DUCTWORK FOR LEAKS AFTER THE SEALANT HAS CURED FOR 48 HOURS. PROVIDE NEW VENT STACKS WITH VOLUME DAMPERS. STACKS MUST BE OF WATERTIGHT CONSTRUCTION AND MADE AS PER MANUFACTURERS SPECIFICATIONS FOR VENT OPENING SIZES AND GAUGE. 3) ALL LOW POINTS IN THE DUCTWORK TO BE PROVIDED WITH 1" X 5" X (WIDTH OF DUCT) DRAIN POCKETS. THESE POCKETS WILL HAVE 1" CONDENSATE RUN-OFF PIPING, TO BE GRAVITY RUN TO NEARE.~T DRAIN LOCATION COORDINATE DRAIN LOCATION WITH BUILDING (SEE DRAIN POCKET DETAIL). POCKET LOCATIONS TO BE DETERMINED IN FIELD. SHOWER EXHAUS I' PROVIDE ALUMINUM DUCTWORK FOR FIRST 6 FEET OF DUCT. PITCH ALUMINUM DUCTWORK A MINIMUM OF 1/4" PER FOOT BACK TOWARDS AIR OUTLET. AIR OUTLET SHALL BE THE SAME TYPE/MANUFACTURER AS SPECIFIED ON EXHAUST GRILLE SCHEDULE EXCEPT CONSTRUCTED OF ALUMINUM. ROUND DUCTWORK a. ALL ROUND DUCTWORK SHALL BE CONSTRUCTED FROM A "PAINT GRIP" GALVANIZED STEEL WITH SPIRAL WOUND SEAM. DUCTWORK SHALL BE PROVIDE WiTH ONE INCH THICK ACOUSTICAL FIBERGLASS BLANKET AND PERFORATED METAL LINER. ACOUSTICAL LINING SHALL HAVE THERMAL CONDUCTIVITY "K" FACTOR OF 0.27 BTU/HR/DEGREES F/SQ.F% b. ALL ROUND DUCTWORK SHALL BE CONNECTED TO ONE ANOTHER WiTH SLIP dOINTS AND POP RIVETED TOGETHER IN SYMMETRICAL ORDER. ALL DUCT TO DUCT JOINTS SHALL BE MADE WITH SPIRAL SEAM ROTATED SO THAT THE SEAM FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. c. ALL ELBOWS SHALL BE STANDING SEAM GORED ELBOWS ACOUSTICAL LINED WITH PERFORATED METAL LINER. ALL REDUCTIONS IN DUCT RUNS HALL BE MADE WITH CONCENTRIC REDUCERS. ALL TAPS FOR BRANCH DUCTWORK SHALL BE MADE WITH STRAIGHT BODY 90 DEGREE VOLUME DAMPER. CONICAL TAP AND ALL DIFFUSER COLLARS SHALL BE ATTACHED TO DUCTWORK WITH POP RIVETS WITH A FINISHING FILET OF ELASTOMER SEALER APPLIED TO THE COLLAR DUCT JUNCTION. g. ALL EXPOSED GALVANIZED ROUND DUCTWORK TO BE PAINTED SHALL BE PRIMED WITH GALVANIZED PRIMER OR APPROVED EQUAL. HIGH PRESSUR~'DUCTWORK GLIDDEN #5229 HIGH PRESSURE DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS FOR 4" WG CONSTRUCTION TO MAiNTAiN A LEAKAGE RATE OF NO HIGHER THAN 5% OF AIR VOLUME. APPLY DUCT SEALANT TO ALL TRANSVERSE SEAMS AND JOINTS. TOTAL AIR VOLUME FOR LOW PRESSURE DUCT SYSTEMS SHALL BE AT LEAST 95% OF FAN SUPPLY WHEN MEASURED BY DUCT TRAVERSES TAKEN WITH A PITOT TUBE AND WATER MANOMETER. DRIVE SLIPS AND SNAP LOCK CONNECTIONS ARE NOT PERMITTED. DIFFUSERS, REGISTERS AND 1. 2. 5. 4. 5. GRILLES PROVIDE ALL AIR DISTRIBUTION DEVICES INCLUDING DIFFUSERS, GRILLES AND REGISTERS AS SPECIFIED ON DRAWING SCHEDULE. ALL SIZES, AIR DiSTRiBUTION PATTERNS AND AIR VOLUME CAPACiTiES SHALL BE AS SPECIFIED IN THE SCHEDULES AND/OR THE PLANS. ALL DIFFUSERS, REGISTER, GRILLES AND LINEAR SLOTS SHALL HAVE A NOISE CRITERIA LESS THAN 27. AIR SUPPLY REGISTERS SHALL BE PROVIDED WITH ADJUSTABLE DOUBLE DIRECTION BLADES WITH THE OUTER BLADES PARALLEL TO THE LONG/SHORT DIMENSION. PROVIDE KEY OPERATED OPPOSED BLADE DAMPERS FIXEDLY ATTACIdED TO THE GRILLES. AIR RETURN GRILLES AND REGISTERS SHALL BE PROVIDED WITH FIXED FACE LOUVERS PARALLEL TO THE LONG DIMENSION AND SET AT 45 DEGREE ANGLE FOR REGISTERS, PROVIDE KEY OPERATED OPPOSED BLADE DAMPERS FIXEDLY ATTACHED TO THE GRILLES. ALL AIR OUTLETS SHALL BE STEEL OR ALUMINUM CONSTRUCTION AND SHALL BE FACTORY PAINTED WITH ACRYLIC WHITE ENAMEL PAINT FINISH. COLOR AND FINISHES FOR ALL OUTLETS TO BE SELECTED BY ARCHITECT. ALL CEILING TYPE AIR DIFFUSERS SHALL BE PROVIDED WITH EQUALIZING GRID AND ADJUSTABLE NECK VOLUME DAMPER. VOLUME DAMPER AT NECK IS IN ADDITION TO THAT REQUIRED AT BRANCH. COORDINATE BORDER/FRAME TYPE OF AIR DEVICES SUCH THAT IT IS COMPATIBLE WITH CEILING AND/OR GRID INDICATED ON LATEST ARCHITECTURAL DRAWINGS. DIFFUSER SHOWN ON DIFFUSER SCHEDULE SHALL BE CHANGED TO MATCH EXISTING DIFFUSER TYPE WHERE EXISTING DIFFUSERS ARE REMAINING. THIS CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING AND MUST ATTAIN APPROVAL. WHERE INDICATED ON WITH A FUSIBLE LINK LABORATORIES. DRAWINGS, REGISTERS INDICATED AS UNDERWRITERS' APPROVED SHALL BE FURNISHED SELF CLOSING REGISTER HAVING FUSIBLE LINK APPROVED BY UNDERWRITERS' 10. LINEAR GRILLES AND DIFFUSERS SHALL BE PROVIDED IN MILL FINISH OR PAINTED FINISHES AS DIRECTED BY THE ARCHITECT. 11. ALL LINEAR DIFFUSERS SHALL BE PROVIDED WITH PATTERN CONTROL VANES. 12. ALL UNUSED PORTIONS OF SUPPLY LINEAR DIFFUSERS SHALL BE BLANKED-OFF WITH SHEET METAL. PAINT BLANKED-OFF SHEET METAL SECTION FLAT BLACK. 15. PROVIDE ALL LINEAR DIFFUSERS WITH A REMOTE OPERATED OPPOSED BLADE DAMPER AND A 5--FOOT (MINIMUM) FLEXIBLE ADJUSTMENT CABLE WITH 1/8-INCH KEY OPERATOR BY YOUNG REGULATOR. 14. ALL AiR INLETS AND OUTLETS SHALL HAVE A NOISE CRITERIA LESS THAN 27. (HVAC SPECIFICATIONS CONTINUED, SEE DRAWING H8) KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~'¢ OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Campiglia Architect, PLLC~ DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHrTECTURE, Thomas Campig]io, Architect, PLLC. ~) Copyright 2008 Thamas Comp~gha Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEP% DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_/ogoa,jp9 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS C^MPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, lNG, 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tel: {212) 245-6300 Fax: (212) 765-8511 h tt p://~ww.sterling nyc.ca m CONSULTANT JAIv~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DR~E SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592,2660 FACSIMILE: 6~1.252.15~6 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING SPECIFICATIONS, SHEET 1 SEAL H SHEET NUMBER 74 ! ! ! ! HVAC SPECIFICATIONS CONTINUED FROM DRAWING H2 DUCTWORK ACCESSORIES 1. ALL BRANCHES AND TAKE-OFFS SHALL BE EQUIPPED WITH OPPOSED BLADE TYPE VOLUME DAMPERS, 2. PROVIDE DAMPERS WHERE REQUIRED FOR PROPERLY BALANCING THE SYSTEM, WITH LOCKABLE, MARKED QUADRANT. DAMPERS SHALL BE OF THE SAME MATERIAL AS THE DUCT IN WHICH THEY ARE INSTALLED AND SHALL BE SUPPLIED AT THE JUNCTION OF A MAIN DUCT AND EACH BRANCH DUCT. B. TURNING VANES: FABRICATE TO COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS-M~IAL AND FLEXIBLE". 4. FLEXIBLE CONNECTORS: GLASS FABRIC DOUBLE COATED WITH POLYCHLOROPRENE. MINIMUM WEIGHT: 26 OZ./SO. YD. 5 DUCT SMOKE DETECTOR SHALL BE INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE SMOKE DETECTOR. UPON ACTIVATION CORRESPONDING AIR HANDLER SHALL SHUT DOWN AND ALARM SIGNAL SHALL BE SENT TO BUILDING FACP. 6. WHERE SHOWN ON DRAWINGS AND UNLESS OTHERWISE SPECIFIED, OUTDOOR LOUVERS TO BE PROVIDED AS MANUFACTURED BY GREENHECK ESD SERIES OR RUSKIN INDUSTRIES ELF SERIES. LOUVERS SHALL BE AN EXTRUDED ALUMINUM STRUCTURE WITH AN ANODIZED ALUMINUM MILL FINISH OR FINISH AS SPECIFIED BY THE BUILDING MANAGEMENT AND/OR ARCHITECT. LOUVERS ARE ALSO TO BE PROVIDED WITH 1/2" WIRE MESH ALUMINUM BIRD SCREENS. UNLESS OTHERWISE NOTED OR SPECIFIED, LOUVERS SHALL HAVE A MINIMUM OF 50 PERCENT FREE AREA. LOUVER BLADE CONFIGURATION SHALL BE AT 46 DEGREE ANGLE DOWN. WHERE DISCHARGE INTERFERES WITH INTAKES LOUVERS SHALL BE 15 DEGREE ANGLE DOWN. CONTRACTOR SHALL SUBMIT ARRANGEMENT FOR REVIEW PRIOR TO FABRICATION. ALL LOUVER SECTIONS NOT IN USE SHALL BE BLANKED-OFF WITH AN INSULATED SHEET METAL PANEL. LOUVERS SHALL COMPLY WITH BUILDING STANDARDS AND SATISFY REQUIREMENTS OF LANDMARKS COMMISSION, IF APPLICABLE. 7. AUTOMATIC DAMPERS REQUIRING MODULATING CONTROL SHALL BE ARROW LOUVER AND DAMPER CO. MODELS OBDAF-207. DAMPERS SHALL BE CERTIFIED THAT LEAKAGE SHALL NOT EXCEED 1% WITH THE DAMPER CLOSED AND HOLDING 5" WG. PRESSURE ACROSS THE FACE. AUTOMATIC DAMPERS SHALL BE PROVIDED BY "AUTOMATIC TEMPERATURE CONTROL" MANUFACTURER WHERE SO SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. FIRE DAMPERS o. PROVIDE FUSIBLE LINK FIRE DAMPERS AT COMPLY WITH LOCAL OR OTHER AGENCIES LOCATIONS SHOWN ON DRAWINGS AND WHERE NECESSARY TO OR JURISDICTIONS REQUIRING THEIR INSTALLATIONS AND IN COMPLIANCE WITH THEIR CONSTRUCTION REQUIREMENTS. FUSIBLE LINK FIRE DAMPERS SHALL BE AS MANUFACTURED BY RUSKIN MFG. CO., MODEL NO. 1002, TYPE "B" (BSA 292-72-SA) OR APPROVED EQUAL. FUSIBLE LINK DAMPERS SHALL BE UL RATED STEEL CURTAIN TYPE WITH RECESSED FRAMES. BLADES SHALL BE OUT OF AIRSTREAM AS REQUIRED. COMBINATION FIRE/SMOKE DAMPERS o. FURNISH AND INSTALL COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON THE DRAWINGS IN ACCORDANCE WITH NFPA-90 AND WHERE NECESSARY TO COMPLY WITH LOCAL OR OTHER AGENCIES OR JURISDICTIONS REQUIRING THEIR INSTALLATIONS. b. SMOKE AND FIRE/SMOKE DAMPERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA-9OA, UL LABELED, BSA APPROVED. c. COMBINATION FIRE AND SMOKE DAMPERS SHALL BE AS MANUFACTURED BY RUSKIN MFG. CO., IMPERIAL DAMPER AND LOUVER, OR APPROVED EQUAL. 1) MODEL FSD56 OR 770/771 COMBINATION FIRE/SMOKE DAMPER WITH FACTORY STANDARD SLEEVE FOR INSTALLATION IN BUILDING STRUCTURE AS REQUIRED. 2) PROVIDE UL LISTED FUSIBLE LINK WITH TEMPERATURE RATING NOT HIGHER THAN 212'F OR 50'F ABOVE HIGHEST AIR TEMPERATURE IN DUCT. 5) iNSTALL DUCT MOUNTED SMOKE DETECTOR AS REQUIRED TO ACTIVATE DAMPER IN ACCORDANCE WITH CODE. 4) PROVIDE DAMPER POSITION INDICATOR. 5) PROVIDE FACTORY WIRED DAMPER RESET SWITCH AND INDICATIONS END SWITCH WITH OVERRIDE LIGHT 10. DUCT ACCESS DOORS IN ACCORDANCE WITH SMACNA STANDARDS, PROVIDE DUCTWORK ACCESS DOORS TO ALLOW ADEQUATE SERVICE ACCESS TO ALL CONCEALED CONTROLS, FUSIBLE LINKS OF DAMPERS, ETC. MINIMUM SIZE SHALL BE 16"x16" (OR MAXIMUM SIZE THAT WILL FIT IN DUCT). REFER TO ACCESS BOORS IN FINISHED CONSTRUCTION SECTION FOR ADDITIONAL ACCESS BOORS b. PROVIDE ACCESS DOORS WITH AIRTIGHT FOAM GASK~IS AND SUITABLE FOR DUCT PRESSURE CLASS. THE DOORS SHALL BE PIANO HINGED AND SHALL HAVE A FLUSH OPERATING CAM LATCH LOCKING DEVICE. c. FOR DUCTS PROVIDE KARP ASSOCIATION KHD ACCESS DOORS WITH 2" INSULATION DUCT 1. 2. 3. 4. 5. INSULATION INSULATION SHALL BE APPLIED TO DUCTWORK OF MATERIALS AS SPECIFIED HEREIN AND FOR APPLICABLE SYSTEMS OF THIS PROJECT. INSULATION MATERIAL AND THICKNESS SHALL CONFORM TO THE LATEST ENERGY CODE HAVING JURISDICTION. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND SLAB OPENINGS. INSULATION OF COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE SPECIFIED SHALL BE APPLIED WITH AN UNBROKEN VAPOR SEAL. HANGERS AND SUPPORTS THAT ARE SECURED TO COLD SURFACES SHALL BE ADEQUATELY INSULATED TO PREVENT CONDENSATION. NOTE THAT EQUIPMENT CASINGS WHICH ARE INTERNALLY AND ACOUSTICALLY INSULATED NEED NOT BE INSULATED ON THE EXTERIOR. ACOUSTIC LINED SUPPLY DUCTWORK SHALL BE INSULATED EXTERNALLY IN ADDITION TO INTERNAL ACOUSTIC LINING. WHERE EXISTING INSULATED DUCTWORK IS PROVIDED WITH INSULATION OF SPECIFIED TYPE, INSTALLATION OF NEW INSULATION SHALL NOT BE REQUIRED. CONTRACTOR SHALL VERIFY THAT CONDITION OF EXISTING INSULATION IS ADEQUATE AND SHALL INFORM THE ENGINEER OF ANY iNTENTION TO RETAIN EXISTING INSULATION IN THESE AREAS. DUCTWORK INSULATION o. ALL NEW AND EXISTING SHEET METAL SUPPLY DUCTWORK SHALL BE INSULATED WiTH 1 1/2" THICK FLEXIBLE DUCT INSULATION, 0.75 LB/CU.FT. DENSITY WITH A MAX. K FACTOR OF .BO AT 75' MEAN TEMPERATURE, WITH REINFORCED FOIL FACED, FLAME RESISTANT, ALUMINUM FOIL VAPOR BARRIER. INSULATION AND FACING WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. ALL INSULATION SHALL BE SECURED WITH DUCT ADHESIVE AND SEEMS SEALED BY TWO-INCH SEALING LIP WITH ADHESIVE AND FASTENED WITH 16 GAUGE RUST RESISTANT WIRE OR FIBERGLASS CORD ON 12" CENTERS. ON DUCTS OVER 24" WIDE, WELDED PINS AND CLIPS SHALL BE USED ON THE UNDERSIDE FOR FASTENING INSULATION. b. CONDENSER UNIT AIR INTAKE, CONDENSER AIR DISCHARGE, FRESH AIR INTAKE, MIXED AIR DUCTWORK AND LOUVER BLANK-OFF PANELS SHALL BE INSULATED WITH RIGID DUCT INSULATION 4.2 LBS/CU.ET. DENSITY WITH A MAX. K FACTOR OF .24 AT 75 DEGREE MEAN TEMPERATURE WITH WHITE VINYL FOIL BARRIER FACING. INSULATION AND FACING WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. INSULATION SHALL BE IMPALED OVER WELDED PINS WITH CLIPS FIRMLY EMBEDDED INTO INSULATION. ALL JOINTS AND CLIPS SHALL BE SEALED WITH MATCHING STRIPS OF VINYL COATED VAPOR BARRIER LAMINATE SIMILAR TO OWENS CORNING 24 ASJ FOR DUCTS. c. ALL OUTDOOR DUCTWORK SHALL BE INSULATED WITH RIGIB DUCT INSULATION 4.2 LBS/CU.FT. DENSITY WiTH A MAX. K FACTOR OF .24 AT 75 DEGREE MEAN TEMPERATURE WITH WHITE VINYL FOIL BARRIER FACING. INSULATION AND FACING WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. INSULATION SHALL BE IMPALED OVER WELDED PINS WITH CLIPS FIRMLY EMBEDDED INTO INSULATION. ALL JOINTS AND CLIPS SHALL BE SEALED WiTH MATCHING STRIPS OF VINYL COATED VAPOR BARRIER LAMINATE SIMILAR TO OWENS CORNING 24 ASJ FOR DUCTS. INSULATION SHALL BE PITCHED TO ALLOW WATER TO RUN OFF. INSULATION SHALL BE WRAPPED IN WEATHERPROOF CLADDING. ACOUSTICAL TREATMENT 1. FURNISH AND INSTALL ACOUSTICAL LINING IN DUCTWORK PLENUMS AND CASINGS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. MANUFACTURER: OWENS CORNING FIBERGLASS DUCT LINERBOARD. 5. MATERIAL: SEMI-RIGID GLASS FIBER DUCTING WITH BINDER COAT ON AIR SIDE, MAXIMUM K FACTOR OF 0.26 AT 75 DEGREE F MINIMUM FOR USE AT AIR VELOCITIES UP TO 6000 FPM. ACOUSTICAL LINING SHALL HAVE A FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. BINDER COAT TO BE BLACK FOR DETECTION OF DAMAGE TO BINDER SURFACE. 4. INSTALLATION: INSTALL LINER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COMPLETELY COVER ALL PORTIONS OF DUCTWORK PLENUMS AND CASINGS WITH APPROVED ADHESIVE. INSTALL LINER WITH ALL TRAVERSE dOINTS NEATLY BUTTED HAVING NO INTERRUPTIONS OR GAPS. COVER ALL EXPOSED EDGES, dOINTS, MECHANICAL FASTENERS AND ANY DAMAGED AREAS WITH ADHESIVE. ADDITIONALLY, SECURE LINER WITH APPROVED MECHANICAL FASTENERS INSTALLED IN ACCORDANCE WiTH SMACNA DUCT LINER APPLICATION STANDARD. B. ALL AIR CONDITIONING SUPPLY AIR DUCTWORK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 15 FEET DOWNSTREAM OF A FAN DISCHARGE WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. 6. ALL AIR CONDITIONING RETURN AIR DUCTWORK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 15 FEET OF THE AIR CONDITIONING UNITS MIXED AIR PLENUM/MECHANICAL ROOM PLENUM. 7. ALL VARIABLE AIR VOLUME BOXES SUPPLY DUCTWORK SHALL'BE LINED FOR A MINIMUM DISTANCE OF 10 FEET DOWNSTREAM OF BOX DISCHARGE WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. 8 ALL RETURN/EXHAUST FAN DUCTWORK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 15 FEET OF THE FAN'S INTAKE AND DISCHARGE OPENINGS WITH A MINIMUM OF ONE iNCH THICK ACOUSTICAL LINING. HYDRONIC PIPING 1. GENERAL PIPING REQUIREMENTS o. PROVIDE PIPING WHICH IS SCHEMATICALLY INDICATED AND SIZED ON DRAWINGS. PIPING TO BE INSTALLED TO MEET SPECIFIED HEADROOM OR FIELD CONDITIONS. PIPING SHALL CONFORM TO LATEST ASME CODES FOR PRESSURE PIPING. b. PIPING SHALL BE RUN TO MAXIMIZE HEADROOM AND TO MAINTAIN ADEQUATE SERVICE ACCESS AS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. c. PROVIDE PROPER PROVISION FOR EXPANSION AND CONTRACTION iN PIPE WORK TO PREVENT UNDUE STRAINS ON PIPING OR APPARATUS CONNECTED. d. UNIONS OR BOLTED FLANGES WITH REMOVABLE SECTIONS OF PIPING SHALL BE INSTALLED AT ALL EQUIPMENT TO PERMIT RAPID DISCONNECTION AND FOR EQUIPMENT SERVICE/REMOVALS WITHOUT DISMANTLING OF MAJOR PORTIONS OF CONNECTION PIPING. e. PROVIDE MANUAL AIR VENT VALVE FACILITIES AT ALL WATER PIPING HIGH POINTS, COIL, HEAT EXCHANGE APPARATUS, OTHER APPARATUS AND WHERE FLOW DIRECTION CHANGES FROM HORIZONTAL TO VERTICAL TO PREVENT AIR BINDING. f. MINIMUM 5/4" INCH GLOBE TYPE DRAIN VALVE FACILITIES FOR DRAINING ALL PROVIDE APPARATUS, INCLUDING AT HEELS OF ALL RISERS AND LOW POINTS OF PIPING. DRAIN VALVES TO HAVE A HOSE BIB CONNECTION AND PROVIDED WITH BRASS CAP AND CHAIN. PIPE ALL VALVES TO AN INDIRECT WASTE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. g. PITCH WATER PIPING UPWARD IN DIRECTION OF FLOW TO INSURE FLOW WITHOUT AIR BINDING. ALL LIFTS IN RETURN LINES SHALL BE INSTALLED WITH A GATE VALVE AND STRAINER UPSTREAM AND WITH AN AUTOMATIC AIR VENT AT THE HIGH POINT. VENT OUTLET TO BE PIPED TO AN OPEN SIGHT DRAIN. h. PROVIDE DOMESTIC WATER PIPING TO EQUIPMENT REQUIRING THE SAME FROM VALVED OUTLETS LEFT BY THE PLUMBING CONTRACTOR. i. PROVIDE TEES IN P~PING SYSTEM FOR INSTALLATIONS OF FLOW OR FLOAT SWITCHES, GAUGES, THERMOMETERS AND OTHER CONTROL DEVICES. j. PROVIDE FLOW MEASURING STATIONS IN RETURN WATER PIPING BRANCHES TO DIRECT (NON-REVERSE) RETURN MAINS FOR WATER BALANCING PURPOSES, EXCEPT FOR BRANCHES TO EQUIPMENT WHERE PRESSURE GAUGES ARE INSTALLED, TO PERMIT WATER PRESSURE DROP READINGS TO OBTAIN SPECIFIED FLOW RATE. k. FURNISH AND INSTALL AUTOMATIC PRESSURE RELIEF VALVES AND VACUUM BREAKERS TO PREVENT AGAINST PIPE RUPTURE OR SIPHONING ACTIONS. EXTEND DRAINS FROM RELIEF VALVES TO SPILL OVER FLOOR DRAINS. I. PROVIDE PIPING HANGERS, SUPPORTS, ANCHORS AND GUIDES HAVING A BUILT-IN SAFETY FACTOR OF FIVE (5); IN CONFORMANCE TO THE LATEST ANSI 031.9 CODE FOR PRESSURE PIPING AND MSS STANDARD PRACTICE BP-58 AND SP-69. ALL HANGER SPECIFICATIONS SHALL BE FURNISHED WITH ZINC CHROMATE PRIME PAINT FINISH. m. PROVIDE DIELECTRIC FI~INGS ON PIPING CONNECTIONS OF PIPE OF DISSIMILAR MATERIALS. n. WHERE BLACK STEEL SCREWED PIPE IS UTILIZED FOR CONDENSER WATER DISTRIBUTION, AN APPROVED THREAD COMPOUND SIMILAR TO PERMATEX SHALL BE APPLIED TO THE MALE THREAD ONLY. TEFLON TAPE WILL NOT BE ACCEPTED NOR PERMITTED. o. SLEEVES AND ESCUTCHEONS FOR PIPING 1) PIPE PENETRATIONS THROUGH MASONRY/CONCRETE WALLS, FLOORS, ROOF CONSTRUCTION AND FRAMED PARTITIONS SHALL HAVE A TRIM OPENING CUT NOT GREATER THAN NECESSARY FOR THE INSTALLATION OF A SLEEVE SECURED THEREIN. THE SPACE BETWEEN 1". THE PIPE AND ITS SLEEVE SHALL NOT EXCEED. 2) SLEEVES SHALL BE FLUSH WITH THE FINISHED WALL OR PARTITION SURFACE. B) ANNULAR SPACES BETWEEN PIPING AND SLEEVES OR CORE DRILLED FLOOR OPENINGS SHALL BE PACKED WITH MINERAL WOOL AND SEALED TO RETAIN THE FIRE INTEGRITY OF THE WALLS, PARTITIONS AND FLOORS WITH A NON-HARDENING COMPOUND SIMILAR TO DUXSEAL AS MANUFACTURED BY THE J.M CLIPPER CORPORATION. 4) SLEEVES FOR PIPING THROUGH MASONRY WALL SHALL BE SCHEDULE 40, STANDARD THE GALVANIZED STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 18 GAUGE SHEET METAL. SPACE BETWEEN THE PIPE AND ITS SLEEVE SHALL NOT EXCEED ~". 5) THE SLEEVE SHALL BE FLUSH WITH THE FINISHED WALL SURFACES. FLOOR OR ROOF SLEEVES SHALL BE MINIMUM 2" ABOVE FINISH ELEVATION. 6) PIPING IN EXPOSED AREAS, PASSING THROUGH WALLS, FLOORS OR CEILINGS SHALL BE FITTED WITH CHROMIUM-PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SETSCREWS. lNG MATERIALS AND FI%rINGS PIPING MATERIALS AND FITTINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: SERVICE REFRIGERANT DOMESTIC COLD WATER MAKE-UP HOT OR CHILLED WATER TO 6" DIAMETER CONDENSATE DRAIN LINES PIPING MATERIAL HARD TEMPER COPPER TYPE L 85% RED BRASS SCHEDULE 40 125 LB. SWP HARD TEMPER COPPER TYPE L FWIINGS WROUGHT COPPER BRAZED BRASS SCREWED 125 LB. SWP WROUGHT COPPER BRAZED HARD TEMPER COPPER TYPE L WROUGHT COPPER SOLDER ASTM B-88 ANSI B 16.18 .VES PROVIDE VALVES AS SPECIFIED HEREIN AND/OR NECESSARY FOR ISOLATION, BALANCING, AND EASY MAINTENANCE OF PIPING DISTRIBUTION SYSTEMS AND EQUIPMENT. PROVIDE VALVES AS MANUFACTURED BY HAMMOND, STOCKHAM, JENKINS, CRANE, MILWAUKEE OR MUELLER. VALVES, STRAINERS, CHECK VALVES, ETC., SHALL BE SELECTED TO MEET THE WORKING PRESSURE AND TESTING REQUIREMENTS (1-1/2 TIMES THE RATED WORKING PRESSURE) FOR THE MATERIALS AND PIPE FITrlNGS SPECIFIED FOR THE SERVICE. REGARDLESS OF SERVICE, VALVES SHALL NOT BE DESIGNED FOR LESS THAN 125 PS[ STEAM WORKING PRESSURE. ISOLATION/BALANCING VALVE .UNLESS OTHERWISE SPECIFIED, ALL ISOLATION VALVES UP TO 2 ~ INCH SHALL BE BALL VALVE; B' AND ABOVE SHALL BE BUTTERFLY LUG TYPE VALVES WITH LOCKING QUADRANT HANDLES. b. LUBRICATED, TAPERED PLUG VALVES WITH LOCKING FLOW PLATE SHALL BE PROVIDED IN THE DISCHARGE PIPING FROM WATER CIRCULATING PUMPS, IN THE LEAVING WATER PIPING BRANCHES FROM COILS, AND SIMILAR HEAT EXCHANGER TYPES OF EQUIPMENT TO SERVE AS DUAL ISOLATION AND BALANCING FACILITIES. c. LUBRICATED, TAPERED PLUG VALVES WITH LOCKING FLOW PLATE SHALL BE PROVIDED IN ALL RETURN WATER RISERS OR SUBMAINS THAT CONNECT TO HYDRONIC MAINS TO SERVE A DUAL iSOLATION AND BALANCING FACILITIES. d. COMBINATION ISOLATION-BALANCING VALVES WITH TAPPINGS THAT PERMIT PRESSURE (FLOW) MEASUREMENTS SHALL BE PROVIDED IN PIPING BRANCHES WHERE SPECIFIED OR SHOWN ON THE DRAWINGS. ONE (1) READOUT MEASURING GAUGE WITH ADAPTER HOSES AND HOSE COCKS SHALL BE FURNISHED BY THE MANUFACTURES OF THESE VALVES. e BALL VALVES SHALL BE PROVIDED WITH STAINLESS STEEL BALL, STEM AND SEAT RING, BUSHING AND SEAT RING GASKET. BALL VALVES SHALL BE RATED FOR A MINIMUM OF 275 PSi © IO0'F. BALL VALVES SHALL BE PROVIDED AT SUPPLY AND RETURN LINES AS SHOWN ON DRAWING OR OTHERWISE SPECIFIED HEREIN. CHECK VALVES CHECK VALVES AS SPECIFIED OR SHOWN IN PIPING DIAGRAMS SHALL GENERALLY BE PROVIDED WITH REMOVABLE CAP, REGRINDABLE DISC AND SEAT RING AND WiTH OFFSET SWING FLAPPERS AND SHALL BE BRASS OR BRONZE FOR PIPING FROM NYDRONIC SYSTEM CIRCULATING PUMPS. PROVIDE SPRING LOADED, SILENT ACTION, NON-SLAM TYPE CHECK VALVE WITH REMOVABLE CAP, REGRINDING DISC AND SEAT RING IN ALL VERTICAL DISCHARGE PIPING FROM PUMPS, STRAINERS o. STRAINERS OF SPARCO OR MUELLER MANUFACTURE SHALL BE PROVIDED IN THE INLET PIPING TO EACH STEAM TRAP, MAKE UP CONNECTION, EACH WATER REGULATING VALVE, EACH PUMP, EACH AUTOMATIC FLOAT-TYPE AIR VENT AND EACH AUTOMATIC CONTROL VALVE OF STEAM AND HYDRONIC SYSTEM. STRAINER SHALL BE OF DESIGN TO ALLOW BLOW-DOWN OF ACCUMULATED DEBRIS AND TO FACILITATE REMOVAL PROVIDE BLOW DOWN CAPPED DRAIN CONNECTION FOR MAINTENANCE. b. STRAINER BASKETS SHALL BE NICKEL, COPPER, BRASS OR STAINLESS STEEL OF AMPLE STRENGTH TO PREVENT COLLAPSING UNDER SHOCK LOADING. PERFORMANCES SHALL BE AS FOLLOWS: STEAM=~2", WATER UP TO 3" S[ZE-~¥', WATER 4" AND OVER-~". FOR STRAINERS 2-~" AND LARGER, PROVIDE A VALVE DIRT BLOW-OUT PIPING CONNECTION TERMINATED WITH A PIPE NIPPLE AND CAP. STRAINERS 2" AND SMALLER SHALL HAVE 6" LONG BLOW-OUT NIPPLE WITH CAPPED END. -ERS AND GAGES PROVIDE PIPE THERMOMETERS WITH SEPARATE SOCKETS IN THE ENTERING AND LEAVING WATER PIPING CONNECTIONS TO BOILERS, CHILLERS, HEAT EXCHANGERS, HEATING AND COOLING COILS. PROVIDE PRESSURE GAUGES ON INLET AND OUTLET WATER PIPING CONNECTIONS TO ALL PUMPS AND OTHER WATER HEAT EXCHANGER APPARATUS INCLUDING WATER COILS, HEAT EXCHANGERS, CHILLERS. EACH PRESSURE GAUGE INSTALLATION SHALL INCLUDE A /14" pET COCK TYPE ISOLATION DEVICE FOR TIS CONNECTION TO P~PING. THERMOMETERS SHALL BE WEISS, WEKSLER, TRERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-~2" DIAL TYPE, 0-210 DEGREE RANGE OR AS SUITABLE FOR APPLICATION, INDUSTRIAL TYPE WITH #304 STAINLESS STEEL EXTENSION NECK WELLS AND FURNISHED WITH MICROMETER ADJUSTABLE POINTER. PRESSURE GAUGES SHALL BE WEISS, WEKSLER, TRERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-.~" DIAL TYPE, CAST ALUMINUM CASE, STAINLESS STEEL MOVEMENT, MICROMETER ADJUSTABLE POINTER, ~ OF 1% ACCURACY AND RANGES SUITABLE FOR PRESSURE RANGES ENCOUNTERED IN THE SYSTEM WHERE EMPLOYED. FURNISH AND INSTALL DUCT-MOUNTED THERMOMETERS WHERE INDICATED ON FLOOR PLANS AND/OR DETAILS. REFRIGERANT PIPING 1. ALL REFRIGERANT TUBING SHALL BE TYPE AC&R CLEANED, DEHYDRATED AND CAPPED COPPER. TUBE SIZES SHOWN ARE OUTSIDE DIAMETERS. ALL FITTINGS ARE TO BE WROUGHT COPPER TYPE WHICH MEET ANSI 016.22 SPECIFICATIONS AND COMPLY WiTH ASTM TEST PROCEDURES. ALL JOINTS ARE TO BE BRAZED WITH SILFOS-6 OR EQUIVALENT. AFTER PIPING IS COMPLETED, SYSTEM IS TO BE PRESSURE TESTED FOR LEAKS. HIGH SIDE REFRIGERANT LINES ARE TO BE NITROGEN TESTED TO BO0 PSiG AND LOW SIDE TO 150 PSIG TEST PRESSURES MUST HOLD FOR 50 MINUTES. ALL INTERCONNECTING REFRIGERANT LINES ARE TO BE DEHYDRATED AND EVACUATED TO 500 MICRONS, VACUUM PUMP TO BE SHUT DOWN AND VACUUM LEVEL TO BE MONITORED FOR A PERIOD OF SIX HOURS. IF VACUUM LEVEL RISE EXCEEDS THE LIMIT, THE SYSTEM SHOULD BE CHECKED FOR SMALL LEAKS, REPAIRED AND RETESTED. 2, DURING BRAZING OPERATIONS, FLOW AN INERT GAS SUCH AS NITROGEN THROUGH THE REFRIGERATION PIPING SYSTEM TO PREVENT SCALING AND CONTAMINATION OF INTERNAL PIPING WALLS. B. TRAPS ARE TO BE PROVIDED AT THE BASE OF ALL SUCTION GAS RISERS TO INSURE THE POSITIVE RETURN OF OIL TO THE COMPRESSOR. OIL TRAPS SHALL BE CONSTRUCTED AS SHALLOW AS POSSIBLE TO MINIMIZE THE TRAPPED VOLUME TO AVOID THE CREATION OF LARGE SLUGS OF LIQUID. 4. INVERTED TRAPS SHALL BE INSTALLED AT THE TOP OF EACH SUCTION OR HOT GAS RISER TO CHECK THE BACKFLOW OF OIL DOWN THE RISER FROM THE HORIZONTAL RUN DOWNSTREAM. 5. WHENEVER THE LIFT OF A RISER WILL EXCEED APPROXIMATELY 20 FEET, PROVIDE INTERMEDIATE TRAPS TO ALLOW THE OIL TO TRAVEL UP IN STAGES. 6. ALL REFRIGERANT LINES EXPOSED TO OUTDOOR ELEMENTS AND ALL SUCTION LINES THROUGHOUT SHALL BE WRAPPED IN 1" THICK ARMAFLEX INSULATION. ALL JOINTS SHALL BE MITERED AND TAPED TO ENSURE PROPER VAPOR SEAL. ALL SEAMS ARE TO BE SEALED WITH MANUFACTURER'S RECOMMENDED ADHESIVE. REFER TO SPECIFICATION FOR OUTDOOR PIPING. 7. PROVIDE ADEQUATELY SIZED REFRIGERANT LINE SIGHT GLASS AND FILTER DRYERS AS REQUIRED. 8. REFRIGERANT PIPING TO BE INSTALLED AND SIZED IN ACCORDANCE TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO SUBMIT LAYOUT OF REFRIGERANT PIPING TO BE INSTALLED IN FIELD. INDICATE ACTUAL ROUTE, ELEVATIONS, LENGTHS, ELBOWS, DEVICES AND EQUIPMENT FOR VERIFICATION OF PIPE SIZE AND INSTALLATION. CONDENSATE PUMPS 1. CONDENSATE DRAIN PUMPS e. AT EACH NEW AC UNIT, THIS CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) LITTLE GIANT CONDENSATE PUMP, MODEL NO. VCM-2OLS WITH INTEGRAL FLOAT ALARM SWITCH AND INTEGRAL 1-GALLON RECEIVER. CAPACITY SHALL BE 25 GPH AT 20 ET. OF HEAD. ELECTRICAL CHARACTERISTICS - 115 V/1 PHASE, 1/50 HP MOTOR, 1.5 AMPS. MECHANICAL CONTRACTOR SHALL FURNISH ALARM BELL AND SILENCER SWITCH. LOW VOLTAGE TRANSFORMER BY ELECTRICAL CONTRACTOR. PUMP ALARM BELL TO BE WIRED BY ELECTRICAL CONTRACTOR. b. CONTROL SEQUENCE AS FOLLOWS: WHEN WATER IN RECEIVER RISES TO DANGEROUS LEVEL, THE FLOAT SWITCH IS ACTIVATED, CAUSING AC UNIT SERVED BY PUMP TO SHUT DOWN AND AUDIBLE ALARM TO BE SOUNDED. PIPE iNSULATION 1. INSULATION ~HALL BE APPLIED TO PIPING OF MATERIALS AS SPECIFIED HEREIN AND FOR APPLICABLE SYSTEMS OF THIS PROJECT. 2. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND SLAB OPENINGS. 5. INSULATION OF COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE SPECIFIED SHALL BE APPLIED WITH AN UNBROKEN VAPOR SEAL. HANGERS AND SUPPORTS THAT ARE SECURED TO COLD SURFACES SHALL BE ADEQUATELY INSULATED TO PREVENT CONDENSATION. 4. WHERE INSULATION IS SPECIFIED FOR P~PING, INSULATE SIMILARLY ALL CONNECTIONS, VENTS, DRAINS, FLANGES, FI%BNGS, VALVES, TANKS, PUMP CASINGS AND OTHER PARTS OF THE SYSTEM SUBJECT TO HEAT GAIN OR LOSS AND TO PREVENT CONDENSATION. 5. WHERE EXISTING INSULATED PIPING IS PROVIDED WITH INSULATION OF SPECIFIED TYPE, NEW INSULATION WILL NOT BE REQUIRED TO BE INSTALLED. CONTRACTOR SHALL VERIFY THAT CONDITION OF EXISTING INSULATION IS ADEQUATE AND SHALL INFORM THE ENGINEER OF HIS iNTENTION TO RETAIN EXISTING INSULATION IN THESE AREAS. 6. PIPING SHALL BE INSULATED WITH 1" THICK MOLDED GLASS FIBER WITH A MAXIMUM K FACTOR OF .24 AT 75 DEGREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER JACKE% INSULATION AND JACKET WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. 7. FURNISH AND INSTALL PIPING INSULATION FOR THE FOLLOWING SYSTEMS: CITY COLD WATER MAKEUP PIPING b. CONDENSATE DRAIN PIPING c. REFRIGERANT LIQUID AND SUCTION PIPING d. HOT ~;ATER PIPING e. CHILLED WATER PIPING f. WATER TREATMENT PIPING 8. ALL PIPING INSULATION TO BE INSTALLED WITH LONGITUDINAL LAP AND VAPOR BARRIER JOINT SEAL STRIPS WITH ADHESIVE OR SELF-SEALING LAPS. FITTINGS AND VALVES SHALL BE INSULATED WITH MOLDED FITTINGS MITERED SEGMENTS OR COMPRESSED BLANKET INSULATION. 9. FITTINGS AND VALVES SHALL BE INSULATED WITH SEGMENTS OF THE MOLDED INSULATION OR MOLDED FIBERGLASS FI~q'INGS WIRED SECURELY IN PLACE. FLANGES SHALL BE INSULATED WITH SECTIONAL PIPE INSULATION EXTENDING A MINIMUM OF 1" BEYOND THE END OF THE BOLTS. BOLT AREA TO BE FILLED WITH MINERAL WOOD CEMENT. THICKNESS OF FITTINGS, VALVE AND FLANGE INSULATION SHALL BE SAME AS ADJOINING PIPE INSULATION. CONCEALED FITTINGS, ETC., MAY BE INSULATED WITH 1 LB. FIBERGLASS BLANKET WRAPPED FIRMLY UNDER COMPRESSION, 2 TO 1 AND SECURED WITH COPPER-CLAD WIRE. 10. INSULATION PIPE HANGER SHIELD SHALL BE INSTALLED AT HANGERS FOR iNSULATED PIPING. SHIELD LENGTH AND MINIMUM SHEET METAL GAUGE SHALL CONFORM TO THE FOLLOWING SCHEDULE: ,PIPE SIZE 1/2" TO 1-1/2" 2"TO 6" SHIELD LENGTH MINIMUM GAUGE 6" 20 FOR PIPING 2" DIAMETER AND GREATER, PROVIDE CALCIUM SILICATE BLOCK BETWEEN PIPE SADDLE SHIELD AND PIPING TO PREVENT DESTRUCTION OF INSULATION AND VAPOR BARRIER. 11. OUTDOOR PIPING ALL PIPING SHALL BE HEATED TRACED AND INSULATED WITH 2" THICK MOLDED GLASS FIBER. INSULATION SHALL BE PROTECTED WITH A .016 THICK CORRUGATED ALUMINUM JACKET THAT HAS A FACTORY APPLIED VAPOR BARRIER. EXTERNALLY SEALED ALL JOINTS AND SEAMS WATERTIGHT. b. METAL JACKETING SHALL BE APPLIED WITH 2" OVERLAP FACING DOWN FROM THE WEATHER AND SHALL BE SECURED WITH AN ALUMINUM BAND 1/2" X .020 AND SEALS APPLIED ON 12" CENTERS WITH BANDS APPLIED DIRECTLY OVER BUTT OVERLAPS. c. FITTINGS AND VALVES SHALL BE INSULATED AND FINISHED WITH MITERED SECTIONS OF THE INSULATION WITH FACTORY INSTALLED ALUMINUM JACKETS INSTALLED PER MANUFACTURER'S RECOMMENDATION. PRIOR TO INSTALLING COVERS, THE INSULATION SHALL BE COATED WITH A VAPOR BARRIER COATING. d. ALL MOTORIZED VALVES LOCATED OUTDOORS SHALL BE PROVIDED WITH MANUFACTURER'S WEATHERPROOF KITS. 12. ALL EXPOSED PIPING SHALL HAVE FACTORY ATTACHED PRE-SIZED GLASS CLOTH COVERED VAPOR BARRIER JACKET. FINISH EXPOSED PIPE FITTINGS WITH OPEN WEAVE FABRIC AND TWO COATS OF VAPOR BARRIER COATING. ALL EXPOSED PIPING SHALL BE PAINTED TO SUIT SERVICE OF PIPING. HANGERS AND SUPPORTS 1. PROVIDE ALL HANGERS, HANGER ROD SUPPORTS, INSERTS, ATTACHMENT, CLAMPS, GUIDES, BOLTS, RODS, NUTS, WASHERS, SUPPLEMENTAL STEEL, ANCHORS AND OTHER ACCESSORIES TO SUPPORT SYSTEM LOADS. 2. PROVIDE 2" VERTICAL ADJUSTMENT FOR ALL HANGERS. PROVIDE ADDITIONAL SUPPORTS AT CHANGES IN DIRECTION, BRANCH PIPING OVER 5 FEET AND AT LOADS DUE TO VALVES, STRAINERS AND OTHER ACCESSORIES. B. HANGER ROD: ASTM A56; STEEL; THREADED BOTH ENDS; THREADED ALL ONE END OR CONTINUOUSLY THREADED. THREADED RODS SHALL BE GALVANIZED. 4. PROVIDE DUCT HANGERS IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW PRESSURE AND MEDIUM PRESSURE DUCT CONSTRUCTION STANDARD MANUALS. 5. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO STRUCTURAL STEEL ABOVE. INSTALL ADDITIONAL STEEL AS REQUIRED. a. PROVIDE HANGERS AND FASTENINGS ADEQUATE TO INSURE PERMANENT STABILITY AND IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. WHERE REQUIRED, PROVIDE SUPPLEMENTARY STEEL ANGLES OR CHANNELS. DO NOT HANG OR SUPPORT DUCTWORK FROM ANY EQUIPMENT, SUSPENDED CEILING SYSTEM OR ANY SUCH INSTALLATION OTHER THAN FROM SLAB, METAL DECK OR SUPPLEMENTAL SUPPORTS ORIGINATING FROM THE BUILDING STRUCTURE. AB. PIPE d HANGERS AND SUPPORTS PROVIDE PIPE HANGERS IN ACCORDANCE WITH ANSI/MSS SP-69. PROVIDE PIPING HANGERS, SUPPORTS, ANCHORS AND GUIDES HAVING A BUILT-IN SAFETY FACTOR OF FIVE (5); IN CONFORMANCE TO THE LATEST ANSI DB1 9 CODE FOR PRESSURE PIPING AND MSS STANDARD PRACTICE SP-58 AND SP-69. ALL HANGER SPECIFICATIONS SHALL BE FURNISHED WITH ZINC CHROMATE PRIME PAINT FINISH. SUPPORT HANGERS FROM BUILDING STEEL FRAMING WITH APPROVED TYPE CLAMP INSERT. PROVIDE ADDITIONAL STEEL SUPPORTS BETWEEN EXISTING FRAMING MEMBERS AS REQUIRED. ALL PIPE HANGING RODS, INSERTS AND CLAMPS SHALL BE U.L. APPROVED FOR THEIR RESPECTIVE USES. DO NOT HANG PIPING FROM ANY OTHER CONSTRUCTION OR CEILING SYSTEM SUPPORT. ONLY FROM BUILDING STEEL, INTERMEDIATE SUPPLEMENTAL STEEL OR SLAB. FURNISH AND INSTALL SPRING ISOLATED PIPE HANGERS WITHIN 20' DOWNSTREAM AND UPSTREAM OF ALL PUMPS AND EQUIPMENT TO BE PIPED. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. PROVIDE PROTECTIVE SADDLES TO SUPPORT INSULATED PIPING. PiPE SLOPES: INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPES AND SO MAXIMUM PIPE DEFLECTIONS ALLOWED BY ASME 051.9, "BUILDING SERVICES PIPING", ARE NOT EXCEEDED. UNLESS OTHERWISE SPECIFICALLY APPROVED, HANGER SIZE AND SPACING SHALL BE AS FOLLOWS: 1) STEEL PIPING PIPE SIZES MAXIMUM HANGER SPACING MINIMUM ROD SIZES "1/2" TO 1" 7 ET. O.C. 5/8" 1-1/4" TO 2" 9 FT. O.C. 1/2" 2-1/2" TO 4" 5" TO 8" 10 FT. O.C 1/2" 1-1/4" TO 2" 2) COPPER TUBING P~PE SIZES MAXIMUM HANGER SPACING MINIMUM 6 ET. o.c 3/8" B Fr. O.C 3/8" 10 ET. O,C 3/8" ROD SIZES L THE ABOVE HANGER SPACINGS APPLY TO STRAIGHT RUNS OF PIPE ONLY. AT POINTS WHERE VALVES, SPECIALTIES OR BRANCH CONNECTIONS ARE LOCATED, ADDITIONAL HANGERS OR SUPPORTS SHALL BE USED TO PROPERLY SUPPORT THE LOAD. HANGERS AND SUPPORTS SHALL BE MANUFACTURED BY GRINNEL, CARPENTER & PATTERSON, MICHIGAN HANGER CO., OR AN APPROVED EQUAL SLEEVES AND ESCUTCHEONS FOR PIPING 7. EQUIPMENT SUPPORTS: FABRICATE STRUCTURAL STEEL STANDS TO SUSPEND EQUIPMENT FROM STRUCTURE ABOVE. CUT, DRILL, AND FIT MISCELLANEOUS METAL FABRICATIONS FOR HEAVY-DUTY STEEL TRAPEZES AND EQUIPMENT SUPPORTS. MECHANICAL VIBRATION AND SEISMIC CONTROLS 1. ALL ROTATING, REVOLVING OR RECIPROCATING EQUIPMENT, INCLUDING PIPING CONNECTIONS TO THIS EQUIPMENT SHALL BE FURNISHED WITH SPRING-TYPE VIBRATION ISOLATORS, TO PREVENT THE TRANSMISSION OF OBJECTIONABLE NOISES, SOUND OR VIBRATIONS TO THE OCCUPIED SPACES AND TO THE BUILDING STRUCTURES. FLEXIBLE HOSE CONNECTORS SHALL BE FULL LINE SIZE AND INSTALLED AT INLET AND DISCHARGE CONNECTIONS TO ALL PUMPS. SPRING-TYPE HANGERS SHALL BE PROVIDED FOR PIPING FOR A DISTANCE OF 20 FEET UP AND DOWNSTREAM OF ALL SUCH EQUIPMENT. 2. VIBRATION ISOLATORS FOR FLOOR OR CEILING SUPPORTED EQUIPMENT SHALL HAVE A MAXIMUM LATERAL MOTION UNDER EQUIPMENT START-UP OR SHUT-DOWN CONDITIONS OF 1/4". MOTIONS IN EXCESS SHALL BE RESTRAINED BY SPRING TYPE MOUNTINGS. FLOOR MOUNTED EQUIPMENT o. PROVIDE SPRING TYPE BASE MOUNTED ISOLATOR HAVING A MINIMUM STATIC' DEFLECTION OF Oi~E INCH, FACTORY SIZED TO 75% OF RATED LOAD SIMILAR TO MASON INDUSTRIES TYPE SLR, SLF OR EQUAL. b. WHEN REQUIRED, PROVIDE PREFABRICATED INERTIA BASE SIMILAR TO K SERIES AS MANUFACTURED BY MASON INDUSTRIES. INFILL WITH CONCRETE IN FIELD. 4. CEILING-HUNG FANS AND EQUIPMENT a. PROVIDE SPRING HANGER ROD ISOLATORS STEEL COMPRESSION SPRING AND NEOPRENE SOUND PAD WITHIN A STEEL RETAINER BOX. SIMILAR TO MASON INDUSTRIES, INC., TYPE PCHS OR EQUAL. b. ONE (1) IN. MINIMUM STATIC DEFLECTION, 1/2 IN. MINIMUM RESERVE DEFLECTION, FACTORY-PRELOADED TO 75% OF A RATED LOAD. c. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE EQUIPMENT OR STRUCTURE CANNOT SUPPORT POINT LOADS. 5. FLOOR MOUNTED EQUIPMENT HAVING INTERNAL ISOLATION PROVIDE 5/4 iN. THICK NEOPRENE ACOUSTICAL BASE PADS OF WAFFLE CONSTRUCTION. SIMILAR TO MASON INDUSTRIES INC. TYPE SUPER W PADS. 1) 50 PSI MAXIMUM LOADING. PROVIDE STEEL BEARING PLATE TO DISTRIBUTE LOAD WHERE REQUIRED. 2) ALL FLOOR MOUNTED EQUIPMENT SHALL BE ERECTED ON 4" CONCRETE PADS OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT, UNLESS INDICATED TO THE CONTRARY ON THE DRAWINGS. B) VIBRATION ISOLATOR SHALL BE PROVIDED BY ANY OF THE FOLLOWING MANUFACTURERS: MASON INDUSTRIES b) VIBRATION ELIMINATOR CO. c) CONSOLIDATED KINETICS CO. MECHANICAL IDENTIFICATION OF EQUIPMENT AND CONTROLS 1. ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID PLATES SCREWED THEREON WHICH SHALL INDICATE SYSTEMS SERVICE. 2. ALL PIPING SYSTEMS SHALL BE IDENTIFIED INDICATING THEIR SERVICE AND DIRECTION OF FLOW WITH PVC PIPING BANDS ON A MAXIMUM OF BO FEET ON STRAIGHT RUNS AND VALVE LOCATIONS. B. ALL VALVES SHALL BE TAGGED WITH 2" BRASS PLATED TAGS AND CHAINS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 4. MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES WHICH INDICATE SYSTEM SERVED. (HVAC SPECIFICATIONS CONTINUED, SEE DRAWING H9) KEY ?LAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Comp~glm Architect, PLLC. DBA TCA ARCHITECTURE, NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thom~s Compigli~ Architect, PLLC DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI%-EN CONSENT OF TCA ARCHITECTURE, Thomes Compigli~, Architect, PLLC. ~)Cepyright 2008 Thomas Campesino Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 IS~ TO BLDG. DEPT. DATE REASON FOR iSSUE ~ROJECT RENOVATIONS TO: SnSimeon_[ogoB,jp9 61700 ROUTE 48, GREENPORT, NY 11944 NRCHITECT ARCHITECTURE, INTERIORS, PROJECT M~,NAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEVV YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE~ MEZZANINE NEW YORK, NY 10016 Tek (2~ 2) 245-6300 Fax: (212) 765;8511 http://www.sterhngnyc com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLAHDIA, NY 11749 TELEPHONE: 6S1.592,2660 FACSIMILE: 6:'~1.232.1536 JLA JOBtl 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd, NO. PROd, NO, 16209 SCALE AS NOTED ~AWN X× CHECKED TNC DATE 06-11-08 DRAWING SPECIFICATIONS, SHEET 2 SEAL H 8 SHEET NUMBER 75 ! ! i i i i HVAC SPECIFICATIONS CONTINUED FROM DRAWING H5 AC. AB. ELECTRICAL WIRING AND WIRING DIAGRAMS 1. ELECTRICAL WIRING FOR 120 VOLT POWER AND GREATER SHALL BE BY THE ELECTRICAL CONTRACTOR. WIRING FOR AUTOMATIC TEMPERATURE, SAFETY AND INTERLOCKING CONTROLS FOR MOTORS, MOTOR STARTER AND OTHER MECHANICAL AND CONTROL DEVICES SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNDER THIS CONTRACT WORK. AT TIME OF BID THIS CONTRACTOR IS REQUIRED TO INDICATE THE NUMBER OF 120 VOLT (AND GREATER) POINTS OF POWER CONNECTION REQUlREB FOR PRICING AND INSTALLATION BY THE ELECTRICAL CONTRACTOR. 2. THE MECHANICAL CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, COMPLETELY COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATIONS IN ACCORDANCE WITH THE SEQUENCE OF OPERATION. SPECIFIC WIRING DIAGRAMS OF FACTORY INSTALLED EQUIPMENT WIRING SHALL ALSO BE SUBMITFED FOR APPROVAL AND FURNISHED TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION REQUIREMENTS AND OTHER USES. MOTOR STARTERS AND CONTROL DEVICES 1. FURNISH TO THE ELECTRICAL CONTRACTOR WHO SHALL INSTALL AND WIRE SUITABLE STARTING AND CONTROL EQUIPMENT FOR ALL MOTORS. 2. MOTOR STARTERS SHALL BE MANUFACTURED BY CUTLER HAMMER, WESTINGHOUSE OR ALLEN-BRADLEY AND SUITABLE FOR WALL OR ANGLE IRON FRAME MOUNTING. 5. GENERAL NOTES ALL STARTERS FOR MOTORS LESS THAN 1/2 HP SHALL BE 120 VOLT, SINGLE PHASE, 60 CYCLE, A.C. SERVICE. MANUAL STARTERS WITH OVERLOAD PROTECTION AND LOCKOUT TYPE DISCONNECT SWITCH OR BREAKER MAY BE USED TO CONTROL SUCH MOTORS, EXCEPT WHERE INTERLOCKS OR AUTOMATIC CONTROLS ARE REQUIRED. IN SUCH CASES, MAGNETIC ACROSS-THE-LINE STARTERS SHALL BE FURNISHEB. 4.. ALL STARTERS FOR MOTORS 1/2 HP TO 75 HP SHALL BE MAGNETIC ACROSS-THE-LINE ~PE WITH FUSIBLE SWITCH. SUCH STARTERS SHALL BE 208/¢80 VOLT, .3 PHASE, 60 CYCLE, AC. SERVICE. 5. CONTROLLERS FOR CONDENSATE PUMPS, DUPLEX AIR COMPRESSOR, SUMP AND EdECTOR PUMPS, ETC., SHALL BE FACTORY MOUNTED AND WIRED AS PART OF THE WORK OF THE HEATING, VENTILATING ANB AIR CONDITIONING SECTION. 6. ALL MAGNETIC STARTERS SUBJECT TO MANUAL START AND IN BIRECT VIEW OF THE MOTORS THEY CONTROL SHALL HAVE MOMENTARY CONTACT START AND STOP BU~FONS AND PILOT LIGHT BUILT IN TO DOVER. ALL MAGNETIC STARTERS SUBJECT TO ELECTRICAL INTERLOCK OR AUTOMATIC CONTROL SHALL HAVE HAND-OFF-AUTOMATIC SWITCHES AND PILOT LIGHT BUILT INTO COVER. ALL SELECTOR SWITCHES IN STARTERS SHALL BE OF THE MAINTAIN CONTACT TYPE. 7. WHERE STARTERS ARE NOT IN LINE OF SIGHT OF MOTORS THEY CONTROL, PROVIDE WITH ADDITIONAL LOCAL DISCONNECT SWITCH. 8. ALL STARTERS FOR 208/4-80 VOLT SERVICE SHALL HAVE (208/4.80)/120 VOLT TRANSFORMERS BUILT INTO EACH STARTER CASING. TRANSFORMERS SHALL SERVE ALL CONTROL CIRCUITS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK AND/OR AUTOMATIC CONTROL SHALL HAVE THE NECESSARY AUXILIARY CONTACTS. ONE SET OF TERMINALS SHALL BE PROVIDED FOR EACH CONTROL CIRCUIT. CONTROL CENTERS SHALL BE PROVIDED WITH CONTROL TERMINAL BLOCKS. 9. ALL MAGNETIC STARTERS SHALL HAVE THERMAL OVERLOAD IN EACH PHASE LEG AND LOW VOLTAGE PROTECTION. 10. ALL COILS, CORES, RESISTANCE, INSULATION CONTACTS, TRIPPERS, ETC, OF STARTERS AND RELAYS SHALL BE OF THE APPROVED TYPE. ALL PARTS SUBJECT TO WEAR, ARCING, ETC., SHALL BE RENEWABLE. 11. ALL WIRING, STARTERS, SWITCHES, ETC., SHALL BE IN FULL ACCORDANCE WITH NEC AND ALL LOCAL INSURANCE UNDERWRITERS' CODE REQUIREMENTS. 12. FURNISH DETAILED COMPOSITE WIRING DIAGRAMS FOR THOSE INSTALLING ELECTRICAL WORK, AND FURNISH SUCH OTHER INFORMATION NECESSARY TO ASSURE THE PROPER CONNECTION, OPERATION AND CONTROL OF MOTORIZED EQUIPMENT, INCLUDING INTERLOCKS, AUTOMATIC OR SAFETY CONTROLS AND AUXILIARY CIRCUITS. 15. FURNISH THE PERTINENT INFORMATION SUCH AS STARTING TORQUE REQUIREMENTS OF HIGH INERTIA EQUIPMENT, SO THAT THE PROPER ~PE STARTER MAY BE PROVIDED BY THE STARTER MANUFACTURER. ALL INFORMATION IS SUBJECT TO THE REVIEW OF THE ARCHITECT. 14. PROVIDE LAMACOID NAMEPLATE A~rACHED TO EACH STARTER IDENTIFYING THE SYSTEM IT SERVES. 15. ALL FAN MOTORS SHALL HAVE A FAN SHUT DOWN RELAY INTERLOCKED WITH BUILDING FIRE ALARM CONTROL PANEL. AE, SEQUENCE OF OPERATION AH-! TO AH-10 AIR CONDITIONING UNIT CONTROL SEQUENCE a. THIS AIR CONDITIONING SYSTEM SHALL BE PROVIDED WITH AN ELECTRIC 7-DAY TIMECLOCK TO START AND STOP THE UNIT. THE TIMECLOCK SHALL HAVE HOLIDAY AND WEEKEND SKIP, MANUAL OVERRIDE SWITCH AND lO-HOUR SPRING-WOUND TiME RESERVE MECHANISM. PROVIDE A REMOTE OVERRIDE SWITCH WITH 0 TO 6 HOUR TIMER MOUNTED IN SWITCH AND LOCATED AS DIRECTED BY OWNERS REPRESENTATIVE. THERMOSTAT SHALL BE SIMILAR TO HONEYWELL T7500 PROGRAMMABLE THERMOSTAT. EACH UNIT WILL HAVE ONE (1) AVERAGING SENSORS. THE THERMOSTAT WILL BE LOCATEB IN A SEPERATE ROOM AS DIRECTED BY OWNER. b. WHEN OUTDOOR AIR ENTHALPY IS GREATER THAN RETURN AIR, OUTBOOR AIR DAMPER TO GO TO MINIMUM POSITION AND RETURN AIR DAMPER TO OPEN AND WALL THERMOSTAT TO CONTROL MECHANICAL COOLING (CONSULT UNIT MANUFACTURER FOR NUMBER OF MECHANICAL COOLING STAGES). c. WHEN OUTDOOR AIR ENTHALPY IS LESS THAN RETLIRN AIR, OUTDOOR AIR DAMPER AND RETURN AIR DAMPER TO MODULATE TO MAINTAIN WALL THERMOSTAT SET POINT. A LOW LIMIT SENSOR IN THE MIXED AIR STREAM SHALL PREVENT THE ECONOMIZER CYCLE MIXED AIR TEMPERATURE FROM DROPPING BELOW 52'F. (TO PROTECT AGAINST COIL FREEZE UP). THE ECONOMIZER CYCLE SHALL NOT BE FUNCTIONAL IF THE OUTDOOR AIR TEMPERATURE IS ABOVE 70'F. d. WHEN THE WALL THERMOSTAT CALLS FOR HEATING, THE OUTDOOR AIR DAMPER TO BE CLOSED TO MINIMUM POSITION AND RETURN AIR DAMPER TO OPEN. e. A REMOTE SENSOR CONTROL WILL PROVIDE LOW AMBIENT LOCKOUT AND LOCKOUT THE REFRIGERANT COMPRESSORS AT 50 DEGREES F (ADJUSTABLE) SETPOINT. f. A REMOTE DAMPER POSITION POTENTIOMETER WILL BE PROVIDEB TO ALLOW ABBITIONAL SETFING OF OUTSIDE AIR DAMPER OTHER THAN MINIMUM POSITION. SMOKE DETECTION 1) DUCT MOUNTED SMOKE DETECTOR SHALL BE PROVIDED IN THE SUPPLY AND RETURN DUCT OF THIS SYSTEM TO STOP THE AC UNIT WHEN SMOKE iS SENSED (FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED BY THIS CONTRACTOR). 2) WHEN SMOKE IS SENSED BY THE SMOKE DETECTOR SERVING iTS AIR CONDITIONING UNIT, A SIGNAL SHALL BE SENT TO THE BASE BUILDING FIRE ALARM CONTROL PANEL. A SIGNAL WILL THEN BE SENT FROM THE BASE BUILDING FIRE ALARM CONTROL PANEL TO SHUT DOWN THE AIR CONDITIONING UNIT AND ALL ASSOCIATED FANS AND DEVICES. PROVIDE EACH HVAC UNIT WITH SHUT BOWN RELAY INTERLOCKED WITH FiRE ALARM CONTROL PANEL FOR SHUT DOWN. FAN TO RUN CONTINUOUSLY DURING OCCUPIEB MODE. HEATING SET POINT WILL BE 70 F. COOLING SET POINT WILL BE 75 F. THE ZONE TEMPERATURE SENSORS WILL INTERFACE WITH THE THERMOSTAT TO MAINTAIN ITS TEMPERATURE SETTING THRU THE UNIT MICRO CONTROLS, WITH NIGHT SET-BACK CAPABILITIES FOR COOLING/HEATING IN OCCUPIED MODES. UNITS MUST BE PROGRAMMED FOR MORNING WARM UP A MINIMUM OF 1 HOUR (ADJUSTABLE) PRIOR TO OCCUPIED MODE. DUAL ENTHALPY CONTROLLED ECONOMIZER SHALL INCLUDE THE FACTORY INSTALLED COMPARATIVE ENTHALPY SENSORS LOCATED IN THE RETURN AND OUTDOOR AIR STREAMS. CONTROLLER SHALL COMPARE ENTHALPIES AND PROPORTIONALLY ADJUST THE OUTDOOR AIR LEVELS ACCORDINGLY. PTAC UNIT CONTROL SEQUENCE THE PTACL WILL BE CONTROLLED WITH FACTORY MOUNTED CCN DIGITAL CONTROLS WITH MODULATING CONTROL VALVES FOR STAND ALONE OPERATION. THE MOTORIZED OUTSIDE AIR DAMPER WILL CLOSE WHEN UNIT IS NOT IN OPERATION. EXHASUT FANS ALL EXHASUT FANS TO BE CONTROLLED BY TIMECLOCK. TIMECLOCK TO BE COORDINATED IN FIELD AND LOCATED ON THE SIXTH FLOOR. HOURS OF OPERATION TO BE DETERMINED BY OWNER. CABINET HEATERS AND UNIT HEATERS AF. TESTING, ADJUSTING AND BALANCING 1. REQUEST FROM BUILDING ENGINEER TIME FOR TESTING TO BE PERFORMED. REQUEST THAT BUILDING SYSTEMS BE SET AT 100 % CAPACITY. BALANCE AIR FLOW TO ALL OUTLETS TO PROVIDE AIR QUANTITIES NOTED. SUBMIT A DETAILED BALANCING REPORT, SHOWING INSTRUMENTS USED, VAV BOX INLET AND OUTLET STATIC PRESSURE AND EXHAUST FANS, SUPPLY, RETURN TEMPERATURES AND ACTUAL VERSUS DESIGN AIR QUANTITIES FROM DIFFUSERS, GRILLES, REGISTERS, ETC. AFTER ADJUSTMENTS. MAKE ALL REQUIRED ADJUSTMENTS OF AIR AND WATER SYSTEM DEVICES UNTIL ALL SPECIFIED PERFORMANCES ARE MET. AIR AND WATER SYSTEM BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING FIRM CERTIFIED AND REGISTERED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) HAVING A MINIMUM OF FiVE YEARS' EXPERIENCE. SUBMIT EVIDENCE OF QUALIFICATIONS. TESTING AND BALANCING REPORTS SHALL BEAR THE NEBB STAMP AND SEAL AS REQUIRED. AIR BALANCING a. PROVIDE VOLUME DAMPERS AS REQUIRED FOR FINAL BALANCING OF AIR SYSTEMS. b. EXISTING AIR VOLUME QUANTITIES AND TEMPERATURES AT THE POINTS OF CONNECTIONS OF NEW DUCTS WITH EXISTING DUCT RISERS AND OTHER SOURCES SHALL BE MEASURED AND RECORDED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND SHALL BE FORWARDED TO THE CONSULTING ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. c. THE QUANTITY OF AIR DISCHARGED OR EXHAUSTED BY EACH OUTLET SHALL BE WITHIN 10% OF THE AMOUNT SHOWN ON DRAWINGS d. BALANCE ALL SUPPLY, RETURN, FRESH AIR INTAKE AND EXHAUST DUCTWORK TO THE QUANTITIES INDICATED ON THE DRAWINGS WITH FOLLOWING TOLERANCES: 1) FANS - DESIGN VOLUME PLUS 2) LEAKAGE - 5% MAXIMUM. 5) OUTLETS - DESIGN VOLUME PLUS 5%. WATER BALANCING a. PROVIDE NECESSARY PIPING AND CONNECTIONS FOR BALANCING ALL WATER SYSTEMS. b. THE TENANT WATER SYSTEM SHALL BE VALVED TO iSOLATE IT FROM THE BASE BUILDING SYSTEM, THE FOLLOWING DONE: 1) AND THE CONDENSER WATER SYSTEM WILL BE HYBROSTATICALLY TESTED AT 1-1/2 TIMES THE WORKING PRESSURE, FOR A MINIMUM PERIOD OF TWO HOURS, WITH NO LEAKS. ALL NECESSARY TEST EQUIPMENT AND MANPOWER SHALL BE PROVlDEB BY THE CONTRACTOR. THIS TEST SHALL BE COORDINATED BY THE CONTRACTOR AND IS TO BE WITNESSED BY A BUILDING OWNER'S REPRESENTATIVE. 2) THE TENANT SYSTEM SHALL BE FLUSHED TO REMOVE ANY CONSTRUCTION DEBRIS. 3) ALL LOW POINTS SHALL THEN BE DRAINED TO REMOVE DEBRIS. c. WATER SYSTEM TEST AND BALANCING SHALL BE CONDUCTED IN THE PRESENCE OF OWNER'S REPRESENTATIVE. CONTRACTOR SHALL SUBMIT WATER BALANCE DATA SHEETS AND REPORTS WHICH TABULATE TEST DATA FOR FINAL ADJUSTED SYSTEM CONDITIONS INCLUDING: DESIGN QUANTITIES FOR ALL WATER SYSTEM COMPONENTS, FLOW RATE, GPM, SUCTION AND DISCHARGE HEAD PRESSURE, TDH, AMPERAGE, BRAKE HORSEPOWER, MOTOR HORSEPOWER, RPM AND THE DESIGN QUANTITIES RELATING TO THESE CONDITIONS. PERFORMANCE TESTING a. UPON COMPLETION OF THE INSTALLATION, TEST AND BALANCE ALL EQUIPMENT AND SYSTEMS UNDER FIELD OPERATING CONDITIONS TO DEMONSTRATE IT'S COMPLIANCE WITH SPECIFICATION REQUIREMENTS. b. SHOULD ANY PART OF THE SYSTEM FAIL TO MEET THE CONTRACT REQUIREMENTS, ADdUST, REPAIR OR REPLACE ALL DEFECTIVE OR INOPERATIVE PARTS AND AGAIN CONDUCT THE COMPLETE PERFORMANCE TEST; c. SUBMIT TEST RESULTS TO THE OWNER AND ENGINEER. KEY PLAN DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL SE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROdECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI]TEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. 8/27/08 iSSUED TO BID 8/12/D8 ISSUED TO BLDD. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHFfECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765~511 PROdECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE' NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 hit p ://w'ww. st erllng nyc.eom CONSULTANT IONSULTANT CONSULTANT DRAWING JA2vI~S, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1536 JLA JOB~ 08AE-00174. CLIENT PROd. NO. >ROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 SPECIleICATIONS, SHEET 3 SEAL H 9 SHEET NUMBER 76 · ! II J DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Camplgl~o Arch{tect, PLLC. DBA PROJECT DEMOLITION NOTES TOAARO.,~0TURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MACE WITHOUT THE WRBTEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE 1. THE CONTRACTOR IS TO ISOLATE, DRAIN AND REMOVE ALL EXISTING COLD WATER, CONS~UCTION OF THE PROJECT NAMED HEREIN AND HOT WATER AND HOT WATER RETURN PIPING LOCATEB IN CRAWL SPACE. ALL SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY PIPING IN AREA IS TO BE REMOVED. OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE. Thomos Compigllo. Architect, PLLC. 2. THE: CONTRACTOR IS TO REMOVE ALL SANITARY PIPING IN CRAWL SPACE. THE ~)CopyBght 2008 Thomas Complgllo Architect, PLLC. EXISTING SANITARY UNE FROM THE KITCHEN AND BASEMENT EJECTOR IS TO DBA. TCA ARCHITECTURE ~/' ~/ /' ~ [ REMAIN IN OPERATION. CONTRACTOR IS TO INCLUDE ALL OVERTIME COSTS IN BID FOR TIE IN. 3. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION EXIS?ING SEQUENCE AS OSTAILED BY THE ARCHITEC3'. THE CONTRACTOR IS TO SUBMIT A EXISTING CHAPEL BEAU~( SHOP CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST BEGIN AND BE COMPL~iED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. EXISTING EXISTING STORAGE STORAGE ,/~, CORRIDOR EXISI1NC STAFF LOUNGE ~~f]] II ti 2 8/27/08 ISSUED TO BID EXISTING EX. I 1 ~ , EXISTING ~/'//R/gg M MEDICAL RE~ORDS I ~ ~ J RENOVATIONS TO: LOCK[ S C EXISTING SEWAGE , ~.. EZ~SN~O ROOM ~- EXISTING BOILER // -- --- EJECTOR &: VENT ~ STORAGE : -- £XSTING EXISTING ~ · ~_ · WHEELCHAIR RECORD / //~THIS PIPING ALSO TO BE ~~xj~. ...... ISTORAGE ROOJ~ / // REMOVED ,~q~:~R. CRAWL 61700 ROUTE 48, GREENPORT, NY 11944 .... E:X~SmNG OVERHE~ ' ' SANITARY FROM F1RST ~3~ ~ ~,~ FLOOR KITCHEN ,~' " ~ CONTRACTOR TO REMOVE / ~ // _ THOMAS CAMPIGLIA, ARCHITECT, PLLC ~ / EXISTING BACKFLOW EXISTING SANITARY / PREVENTER ~-00 ~ MAINTENANCE : ~. / / ~ ~/// 2PA~KAVENUE. MF77ANINE NEANYORK, NYtDO~6 TEL. NO, (~) ro86-~ 858 FAX NO. (~2) 765-851 ~ ~ EXISTING-- - S"[R lNG j ~ . STERLING MANAGEMENT, INC. ~ ASSOCIATES, ISLANDIA, ~'/ ENVIRONMENTALsERViCES ~ EX ~]~ ~'] ///[/ ~/ ~/~//// JLA JOB~ 08AE-00174 i / CRAWL SPACE '--/ D^TE ~ DRAW1NO GROUND FLOOR PLUMBING DEMOLITION PLAN GROUND FLOOR PLUMBING DEMOLITION PLANi KEY PLAN I ! ! ¥ ~' % ~,~_]L JL JL I I £XI~rlNG MR. SUM 0 [] E} 0 E]-- EXISTING UNK FE( EXISTING DINING AND RECREA]ION ARFJ~. = 1,782 SQ. FT. 0 0 PLUMBING DEMOLITION NOTES E 2. 3, 4. 5. [] [] [] FIRST CONTRACTOR IS TO REMOVE ALL EXISTING PLUMBING FIXTURES INDICATED. ALL EXISTING PIPE SLEEVES AND HOLES NOT USED TO BE PATCHED. THE EXISTING KITCHEN IS TO REMAIN IN OPERATION. THERE CAN BE NO DISRUPTION OF SERVICE AT ANY TIME DURING CONSTRUCTION. THE CONTRACTOR IS TO ISOLATE, DRAIN AND REMOVE ALL EXISTING COLD WATER, HOT WATER AND HOT WATER RETURN PIPING LOCATED IN THE CEIUNG AND ATrIC THAT SUPPORTS THE FIXTURES BEING REMOVED. THE CONTRACTOR IS TO REMOVE ALL VENT PIPING IN CBUNG. THE EXISTING VENT THROUGH ROOF PEh~.H~ATIONS ARE TO BE USED FOR PATIENT ROOM AREAS. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLmON AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONS~UCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. I FLOOR PLUMBING DEMOLITION PLAN SCALE: 1/8" = 1'-0" I L. _,,r KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Tl~omas Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI"F[IEN AUTHORIZATION OF Thamos Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. ~HIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIlffEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia. Architect, PLLC. (~) Copyright 2008 Thomas Campiglia Archi[ecl, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, IN1ERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 7654511 PROJECT MANAGERS: STERLING STERUNG MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY10016 Tel: (212} 245-6300, Fax: (212} 7654511 hit p://www, st erllng nyc.corn CONSULTANT JAMBS, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROd, NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRA~NG FIRST FLOOR PLUMBING DEMOLITION PLAN SEAL DP 2 SHEET NUMBER 78 PLUMBING SPECIFICATIONS A. THE CONTRACTOR SHALL FURNISH AND INSTALL A PLUMBING SYSTEM COMPLETE WITH ALL EQUIPMENT, PIPING, VALVES, INSULATION, CONTROLS, ACCESSORIES AND ASSOCIATED WORK IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE, ALL AUTHORITIES HAVING JURISDICTION, AND THIS SPEClFICA'nON. B. THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING, SCAFFOLDING, AND SERVICES TO COMPLETE THE SY:5~LM AND PROVIDE THE OWNER WITH FULLY OPERATIONAL SYSI~.M. C. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. D. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES. E. THE NEW DRNNAGE, VENT AND WATER PIPING SHALL CONFORM TO NEW YORK STATE BUILDING CODE REQUIREMENTS. TEST, REPLACE DEFECTIVE PIPE, AND RETEST. F. GAS PIPING: 1. ALL PIPE AND FrlTINGS SHALL BE NEW, COMPLY WITH NYS FUEL GAS CODE AND KEYSPAN REQUIREMENTS AND SHALL BE OF THE MATERIALS AND WEIGHTS SPECIFIED IN THE SCHEDULE FOLLOWING: OR AS PER NOTED IN FUEL/GAS CODE OF NYe. SERVICE PIPE SIZE PIPE MATERIAL FITFINGS FUEL GAS SCHEDULE 40 4"SIZE &: UNDER THREADED ABOVE GROUND ALL GALVANIZED 5P-EL M. IRON, B16.$ CL 150 ASTM-A-53 TYPE S GR. B OVER 4" SIZE, WELDED B16.9 OR B16.11 SCHEDULE 40 FUEL GAS ASTM-A-106 GR B OVER 4' SIZE, WELDED BELOW GROUND ALL W/ PROTECTIVE COATING B16.9 OR B16.11 PER KEYSPAN REQUIREMENT CODE OF NfS. G. DOMESTIC WATER PIPING: 1. HOT AND COLD WATER PIPING: COPPER TUBING, TYPE "L". BRONZE. JOINTS: 95-5 (TIN AND ANTIMONY) SOLDER. 2. GATE VALVES: ALL BRONZE, SIMILAR TO STOCKHAM B-109. OR TEFLON DISC, SOLDER ENDS. SIMILAR TO STOCKHAM B-310B. 3. BALL VALVES: TWO PIECE, BRASS,. TEFLON SEAT, C.P. BALL, STOCKHAM SOLDER ENDS, 400 PSI. H. SANITARY, VENT PIPE &: FI'rFINGS: 1. ALL PiPE AND PHHNGS SHALL BE TESTED IN ACCORDANCE WITH THE FUEL GAS FrI'TINGS: WROUGHT OR SWING CHECK, BUNA-N S-214-S, ABOVE GROUND: HUBLESS CAST IRON SOIL PIPE CONFORMING TO CISPI STANDARD 301-72 OR ASTM A888, WITH STAINLESS STEEL CORRUGATED SHIELD, STAINLESS STEEL BANDS AND ASTM C564 RUBBER SLEEVE (ALL PER CISPI STANDARD 510). BELOW GROUND: HUB-AND-SPIGOT, CAST IRON PIPE AND FITrlNGS PER ASTM A74 EXTRA-HEAVY CLASS. PIPE INSTALLATION: 1. ALL CONNECTIONS BE'i'INEEN DISSIMILAR PIPING MATERIALS SHALL BE MADE WITH DIELECTRIC INSULATING COUPMNGS TO PREVENT GALVANIC CORROSION. 2. ALL PIPING, EXCEPT FOR THE NECESSARY PITCH, SHALL BE RUN AS STRNGHT AND DIRECT AS POSSIBLE, PARALLEL TO WALLS, BEAMS, AND GIRDERS. STACKS AND RISERS SHALL BE PLUMB AND TRUE. THE VARIOUS SYSTEMS OF PIPING SHALL BE INSTALLED IN ORDERLY PARALLEL GROUPS, NEATLY SPACED, AND WITH CLEARANCES ALLOWED FOR COVERINGS. 3. ALL NIPPLES SHALL BE OF THE SHOULDER I'YPE AND OF THE SAME WEIGHT AND MATERIAL AS THE PIPE CONNECTED. ALL NIPPLES SHALL HAVE DESIGNATION MARK BY THE MANUFACTURER. CLOSE NIPPLES, WHERE PERMH~-D SHALL BE EXTRA STRONG WEIGHT. NO BUSHING OF ANY KIND SHALL BE IN THE PIPING SYSTEMS. WHEN NECESSARY TO PERMIT EASY MNNTENANCE OF REMOVAL OF PIPING OR SPECIALTIES, FLANGES OR GROUND FACE UNIONS SHALL BE INSTALLED. ECCENTRIC REDUCING PHHNGS SHALL BE INSTALLED ON HORIZONTAL PIPING WHEN THEY ARE NECESSARY TO AFFORD COMPLETE DRNNAGE OF PIPING SYSTEM. 4. CLEAN THREADS AND APPLY SUITABLE AMOUNT OF TEFLON TAPE OR TEFLON PIPE. PIPE DOPE ONLY ON MALE THREADS PRIOR TO MAKING JOINT. PROVIDE EXPOSED FERROUS PIPE THREADS WITH ONE COAT OF PRIMER APPUED TO A MINIMUM DRY FILM THICKNESS OF 1.0 MIL DO NOT THREAD METAL PIPE TO PLASTIC PIPE. 5. PIPING SYSTEMS ARE NOT TO BE OPERATED UNTIL CONSTRUCTION DIRT AND DEBRIS HAVE BEEN REMOVED FROM THE 'SYSTEM. 6. ALL PIPING SYSTEMS SHALL HAVE PRE TENSIONED SNAP AROUND PIPE MARKERS. PRE COILED SEMI RIGID PLASTIC FORMED TO COVER FULL CIRCUMFERENCE OF INSULATED OR BARE PIPE. 7. FIRESTOP ALL PENETRATIONS OF NEW PIPING THRU NEW AND EXISTING FIRE/SMOKE BARRIERS ABOVE THE HUNG CEIMNG. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE 3M FIRE BARRIER CP 25 N/S CAULK. 8. THREAD JOINTS: THREAD PIPE WITH TAPERED PIPE THREADS ACCORDING TO ABME B1.20.1. 9. WELDED JOINTS: CONsiI~UCT JOINTS ACCORDING TO Awe D10.12, USING QUAMFIED PROCESSES PER ASME BOILER AND PRESSURE VESSEL CODE: SECTION IX, WELDING AND BRAZING QUALIFICATIONS. 10. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL, SIZE, 'PIPE AND THICKNESS FOR SERVICE APPECATION. INSTALL GASKET CONCENTRICALLY POSITIONED. USE SUITABLE LUBRICANTS ON BOLT THREADS. 11. VALVES: ALL VALVES SHALL BE SUITABLE FOR GAS SERVICE AND COMPLY WITH NYS FUEL GAS CODE AND KEYSPAN REQUIREMENTS. J. PIPE INSULATION: 1. PREFORMED MINERAL-FIBER PIPE INSULATION PER ASTM C547 TYPE I, WITH FACTORY APPLIED, ALL PURPOSE, VAPOR-RETARDER JACKET. 2. PREFABRICATED THERMAL INSULATING FrITING COVERS PER AS'I'M C450 FOR VALVES, ELBOWS, 'lEES AND FLANGES. 3.INSULATION THICKNESSES: o. HOT WATER SUPPLY & RETURN PIPE _~ 2': 1' THICK HOT WATER SUPPLY & RETURN PIPE > 2': 1-1/2' THICK b. COLD WATER PIPE <_ 2': 1' THICK COLD WATER PIPE > 2': 1-1/2' THICK K. HANGERS AND SUPPORTS: 1. HORIZONTAL CAST IRON SOIL PIPE. CLEVIS TYPE HANGERS WITH STEEL RODS AND SPACED 5'-0' ON CENTERS. PIPING 1-1/4-' AND SMALLER SHALL BE SUPPORTED EVERY 8'-0' MAXIMUM. THERE SHALL BE NO METAL-TO-METAL CONTACT AT SUPPORTS, PROVIDE SHEET METAL STRIPS UNDER INSULATED PIPING. PROVIDE EXPANSION SHIELDS SIMILAR TO HILTI FOR FASTENING HANGER RODS. 2. HORIZONTAL COPPER PiPE SHALL BE SUPPORTED EVERY 60' FOR 3/4'¢ AND SMAIIFR SIZES; 72' FOR SIZES > 3/4-'¢ AND <_ 1-1/4'¢; 96' FOR SIZES 2'¢ WITH 3/8'¢ THREADED ROD. COPPER PIPE SUPPORT MATERIALS AND TYPES SHALL BE PROVIDED AS PER GENERALLY ACCEPTED ENGINEERING STANDARDS. 3. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED LOCATIONS, PROVIDE ADDmONAL STEEL FRAMING AS REQUIRED AND APPROVED, PIPING SHALL NOT BE HUNG FROM OTHER PIPING OR FROM PLASTER CEIENGS. 4. PNNT STEEL HANGERS AND SUPPORTS INCLUDING RODS, INSERTS, ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE GALVANIZED MATERIALS. 5. PIPE HANGERS AND SUPPORTS SHALL CONFORM TO MSS SP-89-1985 L. PLUMBING FIXTURES: (REFER TO FIXTURE SCHEDULE ON THIS DRAWING) M. ESCUTCHEONS: 1. WHERE PIPING IS EXPOSED, PROVIDE CHROME PLATED ESCUTCHEONS WHEREVER A WALL, FLOOR OR CEILING IS PENETRATED. N. SLEEVES: 1. PROVIDE SLEEVES WHERE FLOORS OR ROOFS ARE PENETRATED. 2. FLASH SLEEVES THROUGH ROOF TO ROOF DECK MEMBRANE. WATERPROOF PIPE PENETRATION THROUGH SLEEVE. O. DOMESTIC WATER CIRCULATOR: 1. TACO (REFER TO SCHEDULE ON THIS DRAWING) 2. PROVIDE 7 DAY TIME CLOCK TO REs'i~ICT OPERATION OF CIRCULATOR TO OCCUPIED HOURS. 3.PROVIDE AQUASTAT FOR PUMP CONTROL P. CLEANINGS: 1. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING USING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION; OR IF METHODS NOT PRESCRIBED, PROCEDURES DESCRIBED IN EITHER AWWA C651 OR AWWA C652. Q. INSPECTION, TESTING AND ADJUSTING INSTALLED SYSTEMS: 1. DO NOT ENCLOSE, COVER OR PUT PIPING INTO OPERATION UNTIL IT HAS BEEN INSPECTED AND APPROVED BY AUTHORITY HAVING JURISDICTION. R. SUBMrI'rALS: 1. ONE (1) REPRODUCIBLE COPY OF 'AS BUILT' DRAWINGS. 2. PROVIDE OPERATING INSTRUCTIONS ANd' MANUALS FOR ALL PROVIDED EQUIPMENT. ADA AFF BLDO Cl CO CONT CU FI' CV CW DCDA DI DN DPCO DWG DWH EA EL EWC FN GPH GPM H.C. IN INV ABBREVIATIONS AT JC CENTERUNE KS AMERICANS WITH DISABILmES ACT LAV ABOVE FINISHED FLOOR MAX BUILDING MIN CAST IRON N/A CLEANOUT NO CONTINUOUS, CONTINUE P CUBIC FEET PD CHECK VALVE PG COLD WATER PSI DOUBLE CHECK D~-H-CTOR ASSEMBLY RD DUCTILE IRON RL DOWN RM DECK PLATE CLEANOUT RPZ DRAWING PS DOMESTlC WATER HEATER SAN EACH SQ ' ELEVATION ST · ELECTRIC WATER COOLER SS FRESH AIR INTAKE TD FLOOR DRNN THK FOOT; FEET TYP GALLONS PER HOUR UL GALLONS PER MINUTE V HUNG CEIENG VTR INCH WPCO INVERT W WC GENERAL NOTES ,JANITOR CLOSET KITCHEN SINK LAVATORY MAXIMUM MINIMUM NOT APPLICABLE NUMBER PROTECTED WATER PUMP DISCHARGE PROPANE GAS POUNDS PER SQUARE INCH ROOF DRAIN RNNLEADER ROOM REDUCED PRESSURE ZONE PANTRY SINK SANITARY SQUARE STORM WATER SERVICE SINK TRENCH OR TROUGH DRNN THICK(NESS) TYPICAL UNDERWRITER'S LABORATORY VENT VENT THROUGH ROOF WALL PLATE CLEAN OUT WASTe_ WATER CLOSET LEGEND - 5 CW ¢ f HW ¢ ___ r HWR 5 5 SAN %---v---5 v 5 G S ST SST IR S 0 S I01 I~CO 0 DPCO ©FD ~ FIXTURE TRIM CARRIER CONNECTION SIZE ROUgHeN SIZE FIXTURE FIXTURE PLAN HOT COLD WASTE COLD WASTE VENT ID TAG SYMBOL MANUFACTURER TYPE MANUFACTURER MANUFACTURER WATER WATER WATER REMARKS MODEL NO. MODEL NO. MODEL NO, ~ NAIL MOUNTED, CONCEALED TANK BACK WC-5 WC-5 J]o FLooRWATER MOUNTEDCLOSET ~'"--~ARCHffEcTSPECIRED BY SPECIFIEDARcHffECT BY SPEClREDARcHiTEcTBY SPECIFIEDARcHitEcT BY N/.~/ 4-' N/A 1/2 4" 2' 3UTLET. REH:~ TO I~UFACTURERS TANK 'I~PE .. INSTAI.I. ATION INblI~UCTIONS WATER CLOSET ~ SPEClFIE~ N/A 1/2 4' N/A 1/2 4' 2" WC-6 WC-6 ~ FLOOR MOUNTED SPE SPECIFIED BY SPECIFIED BY TANK TYPE ARCHITECT ~'~., ARCHITECT ARCHITECT AR?~FrECT HANDICAPPED ~ -"~PEClFIED BY 1/2 1/2 I-1/2 1/2 1/2 1-1/2 1-1/4 HLAV HLAV [] ACCESSIBLE SPECIFIED BY ~ SPECIFIED BY SPECIFIED BY LAVATOI~ ARCHITECT "~ ARCHITECT ARCHI1EcT ARCHITEcT S-1 S-1 [] COUN~R I'JtPE SPECIFIED BY SPEC'"~'IRE~ BY SPECIFIEO.-B~f/ SPECIFIED BY 1/2 1/2 I-1/2 1/2 1/2 1-1/2 I-1/4 SINK ARCHITEcT ARCHi'TEI..,-'T~ ARC..~RECT ARCHITEcT S-2 S-2 [] WALL MOUNTED SPECIFIED BY SPECIFIED BY ~ .~PPSPECIFIED BY SPECIFIED BY 1/2 1/2 I-1/2 1/2 1/2 1-1/2 1-1/4 SINK ARCHITECT ARCHITEcT ~ ARCHITEcT ARCHITECT s-= W LL MOUNTED SPEDI.ED BY SPEDIFIED BY / SPEDIFIED BY 1/2 1/2 I-1/~ 1/2 1/2 1-1/2 1-1/4- SINK ARCHITECT ARCHITEcT/ ARCHITECT cu.,c.. SPEC,FlED BY SPEC,FI= SPEC.ED BY SK-5 4' SINK ARCHITEcT ARCHn'ECT ~ ARCHi3EcT MS MS [] LC/MOP SPECIRED BY / SPECIFIED BY SPECIRED BY ~ 1-1/25 -1/2.3 2 SINK ARCHITECT / ARCHITEcT ARCHIIEcT s. s. I-1 s. OWER SPEC'FlED BY SPEC,FI,D BY SPEC,FlED BY 1/2 1/2 ~ PAN ARCHITECT ARCHITECT ARCHITECT /s BY ow. . SEE BIB =OWANCE T1 T1 PIER 'RIB PECIFIED BY SPECIRED BY SPECIRED BY SPECIFIED BY - ~ FOR RXTURE COST. LmLflY / ARCHITECT ARCHITECT ARCHITECT ARCHITECT BAsEROUGHINGBID. SHOULD BE PART OF [] 11o 12 DOME Do, roM ED FLooR JR S ITH HWRCP-1 HW~..~t' (~ CIRCULATION PUMP TACO SERIES IL O0 CIRCULATOR 12 GPM ~ 25FT TDH 120V/1PH/1/4 HP 1. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE SCHEDULE, DRAWING SPECIFICATIONS ARE PART OF 'fi'liS CON~. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF THE PIPING AND SUGGEST PROPER ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBb~UCTIONS OR ~UCTURAL CONDmONS. IT SHN..L BE THE RESPONSIBILIIY OF tHIS CONIRACTOR TO INSTN..L HIS WORK IN SUCH A MANNER 'rHAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBS'I~UCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WIll-lOUT FURTHER CON'-.'I~UCTION OR COST. THE CONTRAcTOR SHALL VlSff THE PREMISES OF HIS PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE EXISTING CONDmONS AND MMffATIONS THEREOF. VERIFICATION SHALL BE MADE ~ TO THE ACTUAL LOCATIONS WHERE NEW PiPE RUNS WILL TIE INTO EXISTING WORK ARD CLEARANCES WITH 51'NUC'RJRAL MEMBERS. THE CONIl~CTOR SHALL INCLUDE ALL COb'l:~ OF ANY KIND WHATSOEVER WHICH ARE INCURRED THROUGH MMffATIONS OF THE EXISTING CONDmONS. 4. THE DRAWINGS ON THESE PLANS ARE DIAGRAMMATIC. THIS CONTRACTOR SHN. J. BE RESPONSIBLE FOR COORDINATING HIS WORK wm-I OTHER TRADES AND THE BUILDING ~UCTURE. NO EXTRA PAYMENTS WILL BE ALITHORIZED FOR REROUTING OR REMOVAL OF INSTA~FO WORK DUE TO LACK OF COORDINATION WiTH OTHER SYSTEMS. 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTI1NG AND PATCHING OF WALLS, FLOORS AND CEIENGS AS REQUIRED FOR INSTALLATION OF HIS WORK. 6. THIS COI~OR SHALL FURNISH AND INSTALL ACCESS PANELS AS REQUIRED WHERE ACCESSIBII. J3Y TO COMPONENTS (VALVES, TRAPS, CLEANOUTS, ETC.) IS REQUIRED FOR MAINTENANCE AND/OR SYSTEM OPERATION. 7. ALL PENETRATIONS THROUGH FIRE RATED P/wHHONS SHALL BE SEALED FIRE AND SMOKE TIGHT WITH AN APPROPRIATE U.L US'lED FIRE. STOPPING MATERIAL AND OR SYSTEM. 8. ALL PENETRATIONS THROUGH FOUNDATIONS AND EXTERIOR WALLS SHALL BE PACKED WiTH OAKUM AND SEALED WlTI-I A WATERPROOF, NON-HARDENING SEALANT. 9. FURNISH AND INSTALL UNDERSINK PROTECTIVE PiPE COVER KITS ON EXPOSED PIPING AT ALL ADA ACCESSIBLE SINKS AND LAVATORIES. 10. COORDINATE FIXTURE ROUGH-INS AND INSTALLATIONS WITH THE ARCHITECTURAL PLANS. 11. ALL EXPOSED DOMESTIC WATER DISTRIBUTION PIPING IS TO BE INSULATED. 12. PROVIDE SHOT-OFF VALVES AT ALL BRANCH PIPING TAKE-OFFS (UNO) AND AT ALL CONNECTIONS TO EQUIPMENT. PROVIDE UNIONS AT ALL EQUIPMENT CONNECTIONS. 1.3. PROVIDE DRAINS WITH HOSE ASAPTERS AND CAPS ON PIPING AT ALL LOW POINTS. PROVIDE MANUAL VENTS ON PIPING AT ALL HIGH POINTS. 14. COORDINATE ELECTRICAL CHARACTERIS'nCS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT wm-I ELEC1RICAL CONTRACTOR. PLUMBING INSTALLATION CRITERIA EACH BIDDER SHALL VISIT THE SITE AND BECOME INFORMED AS TO THE CONDmON OF THE PREMESIS AND THE EXTENT AND CHARACIER OF WORK REQUIRED. NO ADDmONAL COMPENSATION WILL BE APPROVED DUE TO FIELD CONDmONS. PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR ALL PLUMBING FIXTIJRES INCLUDING WA~lt.., VENTS, HOT AND COLD WATER, AND PROVIDE ALL PLUMBING WORK NECESSARY TO MAKE ENTIRELY OPERABLE AND ACCEPTABLE TO LOCAL HEALTH AND BUILDING OFFICIALS. PLUMBING CON1RACTOR SHALL LOCATE ALL PIPING AND PLUMBING ROUGH-IN FOR PLUMBING FIXTURES IN ACCORDANCE WITH EXISTING CONDmONS. ALL VISIBLY EXPOSED PIPE TO EQUIPMENT SHALL BE CHROME PLATED BRASS. PROVIDE SHUT-OFF VALVES FOR EACH PLUMBING FIXTURE. PROVIDE TRAPS ON ,ALL WASTE PIPING FROM PLUMBING RXTURES. COORDINATE PosmoN OF SLEEVES AND OPENINGS THROUGH FLOOR WlTI-I THE EXlS'nNG =,.~UCTURE AND ~TRUCTURAL ENGINE.~.I~. PROVIDE VACUUM BREAKERS AND CHECK VALVES FOR 'IHE PLUMBING FIX'rURED WHERE AND WHEN REQUIRED BY CODE. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPO~H:.O FROM THE BUILDING ~UOTURE. HANGER AND SUPPORTS SHNJ. BE SPECIFICALLY APPROVED FOR USE IN PLUMBING WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED LOCATIONS, PROVIDE ADDmONAL STEEL FRAMING ,aS REQUIRED AND APPROVED. NO PLUMBING PIPING SHALL BE HUNG FROM THE PIPING OF OTHER tRADES OR DUCIWORK, HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPO~i~.u. PLUMBING RXTURES SHALL BE AS SHOWN ON ARCHrlEcTURAL DRAWINGS AND APPROVED BY ARCHITECT. COLD WATER HOT WATER HOT WATER RETIJRN SANITARY (BELOW FLOOR) SANITARY (ABOVE FLOOR) VENT NATURAL GAS STORM WATER EMIT OF CONTRACT WORK PLAN ELBOW PIPE DOWN PIPE UP PLAN TEE TEE UP TEE DOWN CAPPED PIPE GATE VALVE BALL VALVE CLEANOUT DECK PLATE CLEANOUT FLOOR DRNN SANITARY RISER NUMBER DRAWINBS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Cempigli= Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITIEN AUTHORIZATION OF Thomas Cemplglia Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROdECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~FEN CONSENT OF TCA ARCHITECTURE, Thomas Compigli~, ArchTtect, PLLC. (~ Copyright 2008 Thomas Campigiio Architecl, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPL DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logoa,jpg 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 766-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2PARKAVENUE, MEZZANINE NEWYORK, NY10016 Tel: (212) 245-6300. Fax: (212) 765-8511 http'//www stedingnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592,2660 FACSIMILE: 6x1,2x2.15~6 JLA JOB~OSAE-O0174 CONSULTANT CONSULTANT CLIENT PROd NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL NOTES, SCHEDULES AND LEGE1ND P SEAL SHEET NUMBER '1 / II I/', //I I/', //I Il ~ / ~1IF?-~], '/ ~ /I I ~ ~ ,I II IL_ ® ® CO I/2' / .~ I 1/2' 2" WAbI~- CO II EXISTING SEWAGE ~ EJECTOR & VENT TO EXISTING UNDERGROUND PIPING ] EXISTING ..OVERHEAD SANITARY FROM FIRST FLOOR 1 1/2' EXISTING PUMP 1/2- DrSCHARGE PIPING -- PIPING CONTRACTOR TO COORDINATE PIPING INSTALLATION WITH REMOVAL OF IN FIELD, -- 3' I I SPACE ~ , UNDERGROUND '"~ 1/2' S- \ ~ CRAWL SPACE ' / ]/ ,,,,. / ,,,, %X, ~ATii N TGO HROEUMSAEi NT ~ A p~/// , F [~ 1 1/2' 1 COl [ ~4' [ ~2 4~ PIPE SLEEVE LOCATION (TYP.) · CONTRACTOR TO COORDINATE A CORE DRILLING AND PIPE SLEE LOCATIONS PROVIDE SHOP DRAWING. ALL SLAB CUTnNG Al CORE DRILUNG WORK TO BE PR~II~ED ON O¥i~l~lIME BASIS AS~ECTED BY OWNER. 3' hCO 3" . 1 1/21'~ . co Q , .'O GROUND FLOOR SANITARY PLAN SCALE: 1/8"= 1'-0" PROJECT NOTES THE CONTRACTOR TO FOLLOW THE PHASE CONS~UCTION SEQUENCE AS DETNLED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCq~ON, THE CONTRACTOR TO INSTALL SANITARY PIPING AS SHOWN. THE CONTRACTOR IS TO INSTALL PIPE SLEEVES THROUGH ALL WALLS AND FLOORS FOR PIPE PENETRATIONS AS REQUIRED. PROVIDE SHOP DRAWING FOR REVIEW. ALL FLOOR DRNN TO BE RELOCATED TO THE CENTER OF ALL SHOWERS REFER TO ARCHITECTURAL DRAWING FOR FINAL LOCATION. KEY PLAN DRAWINGS & SPECrFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglfo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Complgho Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN ANB SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Complglio, Architect, PLLC ~) Copyright 2008 Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUEB TO BLDG. DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_[ogoa,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL, NO. (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDtA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.2S2.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd, NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR SANITARY PLAN P 2 SEAL SHEET NUMBER 80 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF / ii > < lull, u ~ ' r ~' , ~ PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE / / r~] // ~' PROPERTY OF Thomas Campiglio Architect, PLLC. DBA Ix / NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE /I II lr MADE WITNODT THE WR,=N AUTNDRI ATION OE Thom°, THIS DOCUMENT IS INTENDED SOLELY FOR THE I~1 II II DDNSTRUDTION OF TNE ,RO, EOT N^MED NSR.N AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY I × x · 2U~_ JI II II / III OTHER CONSTRUCTION WITHO~ THE WRl~eN CONSENT ~ ~ ~ -- TDA ARCHITECTURE, Thomos Campiglio, ArcMtect, PLLC. ~ ~ ~ PROJECT NOTES OBA. TDA^RON,TECTURE 1. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEOUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONsI,UCITON. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING· 2. THE CONTRACTOR TO INSTALL HOT WATER, COLD WATER AND HOT WATER RETURN PIPING AS SHOWN. THE CONTRACTOR IS TO CORE DRILL AND INSTALL PIPE SLEEVES THROUGH ALL WALLS AND FLOORS FOR PIPE PENETRATIONS. ALL PIPE HANGERS ARE TO BE NE'IN. NO EXISTING HANGERS CAN BE REUSED· ~. THE CONTRACTOR IS INSTALL AN ABOVE GRADE RPZ HOT BOX. THE: CONTRACTOR IS TO INSTALL A 4" CONCRETE PAD. 4. THE CONTRACTOR IS TO TIE INTO DOMESTIC HOT WATER HEAT EXCHANGERS IN THE BOIELR ROOM. THIS WORK WILL BE COMPLETED UNDER SEPEBATE CONTRACT. FINAL PIPING CONNECTIONS TO SYSTEM MUST BE FIELD COORDINATED. THE SYSTEM WAS NOT INSTALLED AT THE TIME OF THIS PROJECT ISSUANCE. IF II 2 8/27/08 ISSUED TO BID T i NO. DATE REASON FOR ISSUE ) RENOVATIONS TO: I ( · ) 61700 ROUTE 48, GREENPORT, NY 11944 ~ ARCHITECT ~ t / ~/'~' :(~'R~ IT INOD~NR' ~R~( ~ c~P~'IPNS~L ~o / d -- ~ Iii ~ ARCHITECTURE,THOMAS CAMPIGLIA,INTERI°RS' ARCHITEcT,PR°JECT MANAGEMENTpLLC  2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 FAX NO 1/2' .3/4 UP TEL. NO. (212) 68~-1858 (212) 765-8511 ~ ~ , STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 , Tel: (212) 245-6300 · F~: (212) 765-8511 hEp.//~.sterlingnyc.com ~LLP ISLANDIA, NY 11749 ~ TELEPNOHE: 6x1,592,2660 FACSIMILE: 631.2S2.1556 · ---' --'- --- -- ~ PIPE SLEEVE ~ I CW , , / ~[~) CONSULTANT i 2-1/2' CW 3/4' HW /--3/4' HW / CLIENT PROd. NO. 1' CW I I ORa, DE HB3N HOT BOX ENCLOSURE, CHECKED TNC I COORDINATED. CONTRACTOR TO\ `3/4' HW DATE 06-11-08 PROVIDE 82"LX38'WX4' THICK 1' ~- -- CONCEr..~. PAD - ~1' OW DRAWING EXISTING CAS ~- ' GROUND FLOOR DOMESTIC SERVICE WATE]~ mR eO~nNUA'nON fOR CO~nNUAnON ~ [ . ~ GROUND FLOOR DOMESTIC WATER PLAN KEY PLAN SEAL SHEET NUMBER TOILET TOILET EXISTING EXISTING RESIDENT RESIDENT ROOM ROOM TUB ROOM C) 1 1/2"' z-vJ S~TH 14 DN- DN TOILET TOILET EXISTING EXISTING RESIDENT RESIDENT ROOM ROOM 153 S,F. S-3 TOILET EXISTING EXISTING [~WC RESIDENT RESIDENT ROOM ROOM SLIM EXISTING LINK SOCIAL SERVICE DIRECTOR EXISTING DINING AND RECREATION AREA = 1,782 SQ. FT. REF PATIO S--~TH DOUS& -- S--~ATH ROOM 2" V DN 2"V DN 2'V CORRIDOR 2"V DROP 2'V DN~ -2'V DN PROJECT NOTES THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONS'IRUCTION SEQUENCE SHOWN ON PLAN AS DETAIl m BY THE ARCHITECT. THE CONqRACTOR IS TO SUBMIT A CONSTRUC~ON PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSIRUCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. THE CONTRACTOR TO INSTALL HOT WATER, COLD WATER AND HOT WATER RETURN PIPING AS SHOWN IN WALLS AND CEIUNGS AS REQUIRED. THE CONTRACTOR IS TO PROVIDE CORE DRlUJNG AND PIPE SLEEVES AS REQUIRED. THE CONTRACTOR MUST PROVIDE A PIPING SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO INSTALI. ATION. THE CONIRACTOR IS INSTALL ALL PLUMBING RXTURES AS INDICATED. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIXTURE SCHEDULE. THE CONTRACTOR IS TO INSTALL GAS PIPING FROM GAS ~ac. HaR TO NEW ROOFTOP RTU UNITS. THE CONTRACTOR IS TO VERIFY S'x~c.M PRESSURE. A MINIMUM 7' WC IS REQUIRED AT THE ROOFTOP UNITS. GAS METER SIZING AND HEADER MODIFICATIONS ARE TO BE FIELD COORDINATED WITH A RATIONAL GRID GAS REPRESENTATIVE. THE CONIRACTOR IS TO INSTALL VENT PIPING IN CEIUNG. EXISTING PLUMBING VENTS THROUGH ROOF ARE TO BE REUSED IN AU. PATIENT ROOM AREAS. PROVIDE NEW VIR AS REQUIRED. ALL FLOOR DRNN TO BE RELOCATED TO THE CENTER OF ALL SHOWERS REFER TO ARCHITECTURAL DRAWING FOR FINAL LOCATION. I 1/2' LIN I 1/2" SINSLE BED CLO LOUNGE OPPICE STAFF L J PANTRY 1-1 1 PANTRY IE ]1 111731 LIN CORRIDOR 2" V DN STAPF /2' S CORRIDOR LIN CORRIDOR , OPFICE I 1/2' -- SH TOILET HLAV-1 LIN 2' V DN BATH RESO DOUBLE LOBBY IBATH I__ TOILET 2- vJ 2" V DN- ~SH -- DROP~ CORRIDOR ~ __RE, -2"V DN 3' VTR , 2"V DN- 2"V DROP ~ DROP I 1/2" '~---" I 1/2' ~e~_e4 ' 888 I -- A II -- ENTRY "'1 BED 2' V DN- FOYER -- -2"V DN VTR FIRST FLOOR PLUMBING PLAN SCALE: 1/8' = 1'-0' KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomes Cempl§lie Architect, PLLO. DBA TOA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRII~EN AUTHORIZATION OF Thomes CempkJllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITIEN CONSENT OF TCA ARCHITECTURE, Thomas Compigllo, Architect, PLLC. ~-~)Copyrlght 2008 Thomos Compiglio Architect, PLLC. OBA TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logo ,jp9 61700 ROUTE 4@, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEi~ENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANfNE NEW YORK, NY 10016 TEL NO (212) 688-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: SI'ER .lNG STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANtNE NEW YORK, NY 1D016 Tel: (212) 245-63D0 Fax' (212) 765-8511 . http://www,sterlingnyc,com CONSULTANT MEP ENGINEERS LASALA & 11 OVAL DRIVE SUITE 129 FIRST FLOOR PLUMBING PLAN ! ! ! ! DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~ OF Thomos Compiglio Archi[ect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WFHOUT THE WRITTEN AUTHORIZATION OF Thomos Comp[gllo Archlkec±, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT RE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI%-EN CONSENT OF TCA ARCHITECTURE, Thom~s Compigmie. ArchRect, PLLC DBA. TCA ARCHITECTURE I ~3" ~ TERMI~D AT /~ 6" ~0~ ROOF m ~ /25' AWAY ~OM ~ESH P-lO m P-11 ROOF ~L JL m wc-6 m wc-6 , m wc~6rm~ ~ ~ '~ m~ m m I ~ SHOW~ S~ ~ PR~SURE ~CE /~ 6" ~ ROOF /25' AWAY ~OM ~H /~R I~ 2 8/27/08 ISSUED TO BID ROOF J JIL J~L NO DATE REASON FOR ISSUE PT, P8 61 700 ROUTE 48, GREENPORT, NY 1 19~ ARCHITECT I P-17 : P-18 T C A ~ ~ ~ ARCHITECTURE, ,~.IORS, PROJECT MANAGEME. , I,' I I m I ~ wc-6r I wc-6r I ~ I PROJECT MANAGERS: SH I ROOFj~-~ 3' m /NR I~ Jib J~L I I I I _ I wc-~r . ~~ wc-6r m I ~ WC-6r m ~ ~ ~ t ' / m ~ mwc-6, m~ m m m ~ OONNE~NG TO P17, P16 · Pie I~CONSuLTANT mm m i P-13 3" ~ ~RMm~D AT P-I~ ~ ~ 25' AWAY ~M ~ESH 1ST Fl. SH m (~ P-lO TO P-1 , 4~ 4"~ I PLUMBING RISER DIAGRAM SCALE: NONE -.'-i KEF PLAN ! ! ! WC-5 S-3 ~ATH BATH S-3 WC-5 DOUBLE )BI 3 BR ~ L IN D D B,R, STORA 1154 -- ~' CW EXIT PASSAGE ~r Hw -- f I DC~LE, BED B,R, D RIDOR BED ~ CW HW -- 1-1/2' ~" CW CORRIDOR /I /I / I g O!/~L,E BED " "[1211 S-3 BATH SH .-I}$U'BLE--B ED [ PART PLAN P1 P5 P4 P7 P8 P9 P15 P19 P21 REFER TO DWG P-4 FOR VENT THUR ROOF SCALE: 1/4" = 1'-0' PART PLAN P2 SCALE: 1/4" -- 1'-0" PART PLAN P5 SCALE: 1/4"= 1'-0" PART PLAN P16 P17 P20 P22 SCALE: 1/4"-- 1'-0" N T(~ILET HLAV DIN %NITOR 1120 CORRIDOR J" HW :c SH H cw cwr D 17 BED JNIT T-1 RM. HLAV-1 SINGLE BI ~" HW LIN SH , Ir. 11~ Ir e J" cw (TYP) 5~ 'H RM, .5 RO D B,F EEC CORRIDOR [1171 TOILET NL 01 L.--JI IF --q IL I CC DOUBLE' [122 PART PLAN P6 PART PLAN P10,P15 PART PlaN Pll PART PLAN P12 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" -- 1'-0" SCALE: 1/4" = 1'-0" / ,]" CW UNIT DOUBE COR SINGLE BED ,,R. 1177] wc-s S-1 ;LEAN RM, ILED _IN PART PLAN P14 SCALE: 1/4"= 1'-0" i-C .IN LIN PART PLAN P15 PART PLAN P18 SCALE: 1/4" = 1"-0" PLUMBING PART PLAN SCALE: 1/4' = 1'-0" SCALE: 1/4" = 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF Thomas Complgllo Architect, PLLC. DBA TCA ARCHITECTURE NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglia Architect, PLLC DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITIEN CONSENT OF TCA ARCHITECTURE, Thomas Camplglla, Architect, PLLC. (~Copyright 2008 Thomas Campiglio Architect, PLLC. DBA. TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 1 8/12/08 iSSUED TO BLDG. DEPT. NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_togo~,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TOA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: S''' ".- , ,. lNG STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 ht~p ://A~wv.ster h ngnyc.com CONSULTANT MEP ENGINEERS PLUMBL1NG PART PLAN DOMESTIC WATER 6 DOUBL , -- ~[J~i~D B PROPERTY OF Thomos Compi§lTo Arch[~¢,, PLLD. D~A ~ATH XM B~TH 8M, x / I E',~3W~SAGE /Tx ISH WC 5 ~ PARTP~N P1P5P4P7P8P9P15P19P21 PART PLAN P2 PART PLAN P5 PART PLAN P16 P17 P20 P22 REFER TO DWG P-4 FOR VENT THUR ROOF sc~E: Ye= 1'-¢ SC&E'. V4"= V-O' SCUm V~'= ~'-0~ ~ ~ I F -- ] ~ 2 8/27/08 ISSUED TO BID CO~DO~ ~ 1~ ~) ~C ~ p~ NO. DATE REASON FOR iSSUE .......... __~ ~ ~__ ~ ~ I I ~lq'S ~) BATH RM~ ' ~q~ ~)SnSimeon_kogoB,jpg ~61700 ROUTE 48, GREENPORT, NY 11944 , __ - - . . ~LIN ~ 1 ........... :: SH~ --" ' STERLING MANAGEMENT, INC. , I I~ ~1~ h II /~ ~ .I PART PLAN P6 PART PLAN PI~ PART PLAN Pll PART PLAN P12 ASSOC~TES, IS~NDIA, NY 11749 I I DOUS~~,S, ; __ SINK ~ING TO BE IN C~WL SPACE. H 1 2!81 ..----- --- - -% 1- - CONSULTANT 2. ~ EOOR B~l~ TO BE RELOOATEB TO ACCESSIBLE IN W~L. [ ~ ! "~ _ ~ BATH RM, BIDDING PURPOSE.~ J :LEAN RM. _ -- ~ I.,~ IqG[E 5ED 5, , ~ SCALE AS NOTED ~ ~ ~ ~~ -__~~__ ;I **, DRAWN CHECKED TNcXX ~ ~ j DATE 06-11-08 , ............... S~T~Y PART P~N P14 PART PLAN P15 PART P~N P18 PLUMBING PART PLAN DOUBLE iB = I D(UBLE BED 5,R, C .~ ! ! < MANUAL SHUTOFF AND FLOW-CONTROL VALVE (BALL VALVE WITH MEMORY STOP) SHUTOFF VALVE C"EOK valveR · /~ f CIRCULATING vI ~/' HOT WATER RETURN TO WATER HEATER / ,/--THERMOMETER WELL ~- CAMBRATED PRESET FLOW REGULATOR (OPTIONAL, REPLACES MEMORY STOP ON BALL VALVE) DOMESTIC HOT WATER RETURN FLOW BALANCING ASSEMBLY SGAI F: NONE EXPANSION SHIELD CONCRETE ANCHOR PIPE SUPPORT DETAIL (UPPER ATrACHMENT DEVICES) SCALE: NONE _LOCK NUT C-CLAMP C-CLAMP WITH RETAINING CLIP ~ SECURE TO BUILDING BEAM ,,~ / OR MISCELLANEOUS :~ltEL PRESSURE ~~ L = LECDEN ,C .EBUCER L UNION MULll-PURPOSE VALVE =~MNER W/BLOW-OFF VALVE SHUTOFF VALVE IN-LINE PUMP DETAIL SCALE: NONE FLEXIBLE FORM INSULA'nON OR GLASS FIBER INSULAllON -- SOUD CONCRETE OR UL CLASSIFIED BLOCK WALL. FIRE BARRIER CP 25 CAULK l ANNULAR SPACING SEE CHART BELOW FIRESTOPPING FOR FIRE-RATED BLOCK WALL SCALE: NONE CLEVIS SHIELD PIPE HANGER UPPER SHIELD SCHEDULE PIPE SHIELD SHIELD DIAhlE'/cR LENGTH THICKNESS I/2' TO 1-1/2' 12" 18 USG 2" TO 4" 12" 18 USG 5' TO 6" 18' 16 USG CHORD -METAL DECK (S~ZE AS 'C' CLAMP REQUIREB) HANGER .,,.,.~"-INSULATION II , II SHIELD I ,NSULATION 'CLEVISHANGERSREQUIREDONPIPINGLARGER~,[HANI"'GENERAL i~~-PIPE PURPOSE HANGERS MAY BE USED ON PIPING 1 OR Sh[~IIFR. HEAVY DENSITY / ~ SADDLE lpg PREMOLDED~ TYPICAL PIPE HANGER DETAIL INSULATION '~/ SCALE: NONE TRAPEZE HANGER METAL DECK ROLLER HANGER PIPE SUPPORT DETAIL SCALE: NONE SIZE HANGER TO ADEQUATELY SUPPORT LOAD. HANGER ROD SIZE UP TO & 5/8" ROD INCLUDING 4" 5", 6' & 8' 1/2" ROD CENTER SECURING SCREW .~ .~..~.~ . THREADED FITTING TYPE AS REQ'D TO SUIT FLOOR BRONZE SCORATED TOP :'< .:.<~ · CLEANOUT DETAIL SCALE: NONE FLANGED WITH FLASHING COLLAR AS REQ'D [] LANCHBR PAD (TYP) F~ F~ 70 FRBNT LIB LBK 3DX... THE ENGINEERES ENCLBSURE~ INDUSTRIAL TEXTURED EXTERIDR £RNTINUDUg HINGE (TYP,) / MAY EXTEND WASTE OR VENT~'' CLEANOUT FOR WALL CONST. REF. ARCH DWGS COUNTERSUNK C,I. CLEANOUT POLISHED S.S. ACCESS COVER WASTE LINE__ ~ ~1/8" BEND AND END LENGTH TO SUIT /2~.~"- OF LINE CLEANOUT ~_~ //- WASTE LINE WALL CLEANOUT DETAIL SCALE: NONE LOOSE KEY STOP ESCUTCHEON~ FINISHED FLOOR / :A cgEc'FICA"°"s ~ / x TRAP PARALLEL m TO WALL ~--PROVlDE PROTECTIVE PIPE COVERING b~r~M ON ALL EXPOSED PIPING (1RUEBRO OR EQUAL) LAVATORY DETAIL SCALE: NONE 1. INSTALL THE RRE~iOP SYM~r-i~iCALLY ON BOTI-I SIDES OF THE WALL ASSEMBLY. 2. UL THROUGH-PENETRATION FIRESTOP SY~M No. 395. 3. MINIMUM ANNULAR SPACE BE'I~/EEN THE SIDE OF THE THROUGH OPENING AND THE PENEiRATING ITEMS IS r IN, SPACING BETWEE~I PENEIRA'nNG ITEMS SHALL BE A MINIMUM i IN. 4. TIGHTLY WRAP A LAYER OF SM RRE BARRIER FS-lg5 WRAP/S'I~IP AROUND THE INSULATED TUBING/PIPE, FOIL SIDE OUT. SECURE THE ,FS-195 WRAP/S'I~IP WiTH 1B-GAUGE STEEL TIE WIRE. SUDE THE FS-195 WRAP/S1RIP INTO THE OPENING SUCH THAT Ti-IR TOP EDGE IS FLUSH WITH THE SURFACE OF THE WALL 5. RECESS A MINIMUM 1 IN. THICKNESS OF TIGHTLY PACKED MINERAL WOOL SAFING AROUND THE PENETRATING ITEMS AND APPUED FS-195 WRAP/S'IRIP. 6. FILL ANNULAR SPACE AROUND THE TUBING WITH A MINIMUM l-IN. DEPTH OF 3M FIRE BARRIER CP 25 CAULK. SPUCING CEMENT IN-SEAM SEN. ANt EXISTING INSULATION LAP SEN. ANT EXISTING ROOfiNG MEMBRANE -- FLASHING ADHESIVE STONE BALLAST EXIS11NG RREPROOFING TO REMAIN VE GAS SUPPLY UNE . - NT STACK ROOF PENETRATION SCALE: NONE GAS SUPPLY LINE (ALTERNATE) AND FASTENER (12" O/C) BLOCKING STEEL DECK -- 5X5X5/16 :~lf~.g ANGLE AT ALL SIDES OF OPENING DUCT BY I-IVAC OONTRACTOR cur EXISTING BECK, INSULATION AND MEMBRANE SERAY ON RREPROOFING COCK JOINT UNION WrlH BRASS SEAT CONTROLS DRIP 3# MIN. --PLUGGED 1/8' NFT TEST GAGE CONNECTION GAS PIPING TO UNIT SCALE: NONE Ho~ Box® 9~4 LANE AVE, N, JACKSBNVlLLE, FLBRIDA 38854 (904) 786-0~04 (BOO) 736-0238 FAX (904) 783-6965 STANDARD ff HB3E FIBERGLASS FLIP TOP HOTBOX DETAIL SCALE: NONE ENCLDSURE GENERAL CONTRACTOR PLUMBING CONTRACTOR OOMES11C WATER INSTALLATION MUIST FOLLOW SCWA INSTALLATION STANDARDS. STONE APPROVED BANK RUN BACK RLL COMPACTED IN 6' UFTS TO 95~ MAXIMUM DRY DENSITY COMPACTED OR UNDISTURBED SOIL PIPE (SIZE VARIES) EXCAVATE AT HUB ONLY TO LAY PIPE FLAT BELOW SLAB BURIED PIPE DETAIL ~-~....--~' KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERLY' OF Thomos C~mp~gli~ Architect, PLLC DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thames Cempiglio Architect, PLLC DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Campigiia, Architect, PLLC (~) Copyright 2008 Thomas Campfglla Architect. PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BiD 8/12/08 ISSUED TO BLDO DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon logo~,jpg 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARC~IITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUEr MF77ANINE NEW YORK, NY 10018 TEL. NO, (212) 686-1858 FAX NO, (212) 766-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2PARKAVENUE, MEZZANINE NEWYORK, NY10016 Tel {212) 245-6300 · Fax, (212) 765-8511 http'//www steOingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 6Sl.2S2.1536 JLA JOBI~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd, NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING PLUMBING DETAILS SEAL P 8 SHEET NUMBER 65 FIRE PROTECTION SPECIFICATION A. GENERAL: 1. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED, AUTHORIZED INSTALLER OF SPRINKLER SYSTEMS AND SHALL HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE IN THE INSTALLATION OF SPRINKLER SYSTEMS. 2. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OE ALL PIPING AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF THE PIPING AND SUGGEST PROPER ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 5. BEFORE SUBMITTING THE BID, THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUT AND NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THrS WORK. CONTRACTOR SHALL PERFORM THIS PRIOR TO SUBMITTING HiS PROPOSAL. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. 4. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITflNG THE PROPOSAL, THE SPRINKLER CONTRACTOR SHALL INFORM ENGINEER OF ANY DISCREPANCIES OR REQUEST CLARIFICATION IN WRITING, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE SPRINKLER INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE FOLLOWED. 5. THE SCHEDULING OF THE SPRINKLER WORK SHALL BE COORDINATED WITH THE BUILDING OWNER AND WITR OTHER CONTRACTORS, 6. NECESSARY SHUT-DOWNS OF BASE BUILDING SPRINKLER SYSTEM MUST BE COORDINATED WITH THE BUILDING OWNER. SHUT-DOWNS OF BASE BUILDING SYSTEMS SHALL TAKE PLACE AETER OR BEFORE NORMAL BUSINESS HOURS AND SHALL BE CONSIDERED OVERTIME WORK. 7. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, FITTINGS, VALVES, DRAINAGE SYSTEM AND VALVES, SPRINKLER HEADS, HANGERS AND SUPPORTS, ALSO MISCELLANEOUS WORK ITEMS, SUCH AS, .SIGNS AS REQUIRED, VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT, APPARATUS, AND MATERIAL iTEMS NECESSARY FOR COMPLETE SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM. 8. ALL PIPE FI~INGS, HANGERS, SUPPORTS, SPRINKLER HEADS, EIC., SHALL CONFORM TO THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND NATIONAL FIRE PROTECTION ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS, ARRANGEMENTS, SIZES, AND INSTALLATION. 9. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201 AND THE ARCHITECT'S SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT. 10. REMOVE, CUT & CAP EXISTING SPRINKLER HEADS THAT ARE NOT REUSED. B. SCOPE OF WORK: 1. THE FOLLOWING IS A GENERAL LISTING, NOT NECESSARILY COMPLETE, OF THE WORK TO BE PROVIDED AND INSTALLED BY THE SPRINKLER CONTRACTOR. o. PIPING b. SPRINKLERS c. HYDRAULIC CALCULATIONS d. ISO APPROVAL/FM APPROVAL/FIRE MARSHAL APPROVAL e. TESTING f. COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS §. PERMITS AND BUILDING DEPARTMENT FILING h. HYDRANT FLOW TEST OF WATER SUPPLY L SHOP DRAWINGS 2. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND INSTALLED. o. ALL WORKS SHALL COMPLY WITH REQUIREMENTS OF THE NFPA 15 AND THE NEW YORK STATE BUILDING CODE. 5. SPRINKLER LAYOUT SHALL BE BASED ON THE LOCATIONS INDICATED ON THE PLANS. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH EXISTING CONDITIONS AND WITH WORK OF ALL OTHER CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES BEFORE INSTALLATION OF THE SPRINKLER SYSTEM. 4. SPRINKLER SYSTEM SHALL BE: o. A HYDRAULICALLY SIZED SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND THE NEW YORK STATE BUILDING CODE. b. INSTALL SYSTEM TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING OR PROPOSED. 5. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE ORIGINAL CONTRACT AND MODIFIED ACHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, MOUNTING HEIGHTS, ETC., REFER TO ORIGINAL CONTRACT AND MODIFIED ARCHITECTURAL DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE VERIFIED BY FIELD CHECK. C. SHOP DRAWINGS AND DATA. 1. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC CALCULATION AND CATALOG CUTS OF THE FOLLOWING PIPE AND PIPE FITTINGS b. SPRINKLERS c. HANGERS AND SUPPORTS d. SPRINKLER AND PIPING LAYOUT e. HYDRAULIC CALCULATIONS f. WATER SUPPLY FLOW TEST FINISHED ESCUTCHEON pLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER SLEEVE AND CAULK CAULK SLEEVES THRU FIRE RATED WALLS IN A SMOKE TIGHT MANNER WITH BM FIRE BARRIER CP 25 CAULK STANDARD WEIGHT STEEL PIPE SLEEVE TO PASS PIPE TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACE MAX, 12" DIA. STEEL PIPE OR CONDUIT-- ANNULAR SPACING SEE CHART BELOW 2. ANNULAR SPACE REQUIREMENTS: NOTES: INSTALL THE FIRE STOP SYMMETRICALLY ON BOTH SIDES OF THE WALL ASSEMBLY MAXIMUM PIPE OR CONDUIT DIAMETER ANNULAR SPACE 1 IN, 0 TO 3/16 IN. 4 IN. 0 TO 1/4 IN. 12 IN. 3/16 TO 5/16 IN BM FIRE BARRIER CP 25 CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM EXTENT POSSIBLE WITH A MINIMUM 1/4-1N. DIAMETER BEAD OF CP 25 CAULK APPLIED TO THE PERIMETER OF THE PIPE/CONDUIT AT ITS EGRESS FROM THE WALL. UL THROUGH-PENETRATION FIRE STOP SYSTEM No. 147, CONFIGURATION A. PIPE FIRESTOPPING DETAIL SCALE: NONE D. BUILDING DEPARTMENT FILING, PERMITS, AND CERTIFICATES 1, THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED DRAWINGS AND SPECIFICATIONS WITH THE AUTHORITIES HAVING JURISDICTION AND BE RESPONSIBLE FOR OBTAINING FINAL APPROVAL. E. PIPES AND PIPE FI%ENDS 1. STEEL PIPE: ASTM A55, ASTM 795, SCHEDULE 40 BLACK. JOINTS: SCREWED, FLANGED OR GROOVED. SCHEDULE 10 pIPE MAY BE USED FOR PIPE 2" AND GREATER WITH ROLLED GROOVED FITTINGS ONLY. 2. CAST IRON FITTINGS: CLASS 125, ANSI/ASME 618.1 FLANGES AND FITHNGS: ANSI/ASME 616.4 SCREWED FITTINGS. B. MALLEABLE IRON FITTINGS: CLASS 150, ANSI/ASME 616.5 SCREWED. 4. MECHANICAL GROOVED COUPLINGS: 500 PSI, UL AND FM LISTED MALLEABLE IRON HOUSING CLAMPS TO ENGAGE AND LOCK, "C" SHAPED COMPOSITION SEALING GASKET, STEEL BOLTS, NUTS AND WASHERS; GALVANIZES FOR GALVANIZED PIPE, VlCTAULIC CO. FIRE "FIRE LOCK" SYSTEM. F AUTOMATIC SPRINKLERS 1. PROVIDE AUTOMATIC CONCEALED PENDENT SPRINKLERS IN AREAS WiTH SUSPENDED CEILINGS AND ONE UPRIGHT SPRINKLER IN EACH SKYLIGHT POCKET AS SHOWN. SPRINKLER DETAILS ARE INDICATED ON DRAWINGS. 2. SPRINKLER SHALL BE ORDINARY TEMPERATURE RATED UNLESS 1T IS INSTALLED NEAR A HEAT SOURCE. REFER TO NFPA1B TABLE 8.5.2.5 FOR MINIMUM DISTANCE PERMI~q'ED FROM SPECIFIC HEAT SOURCE TO THE SPRINKLER. B. SPRINKLERS SHALL BE SPACED SO THAT THE MAXIMUM AREA PROTECTED BY A SINGLE SPRINKLER DOES NOT EXCEED ITS LISTED COVERAGE. 4. SPRINKLERS SHALL BE POSITIONED IN ACCORDANCE WITH THEIR LISTING. 5. SPRINKLER'S CHARACTERISTICS SHALL BE SAME IN EACH COMPARTMENT. CUTFING AND PATCHING 1. DO ALL CUTDNG NECESSARY FOR THE INSTALLATION OF SPRINKLER WORK. ACCURATELY LAYOUT WORK FOR WHICH CU~q'ING IS REQUIRED, SO AS TO AVOID UNNECESSARY LARGE OPENINGS. CUTTING OF BEAMS, JOISTS, FLOORS OR WALLS OF THE BUILDING WILL NOT BE PERMITTED ACCEPT AFTER RECEIVING APPROVAL OF THE OWNERS REPRESENTATIVE. 2. ROUGH PATCHING WILL BE DONE BY THIS CONTRACTOR IN A MANNER TO ACCOMMODATE FINISHED PATCHING WORK. 3. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF FIRE PROTECTION PIPING THRU FiRE/SMOKE BARRIERS ABOVE THE HUNG CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE BM FIRE BARRIER CP 25 N/S CAULK. H INSERTS, HANGERS, ETC. 1. ALL SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED AND SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION FOR THE INSTALLATION OF SPRINKLER SYSTEMS AND AS REQUIRED BY THE LOCAL AND STATE CODES. 2. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS. HANGERS SHALL BE ABJUSTABLE, OR CLEVIS TYPE. 5 SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM COMPONENTS. 4. SPRINKLER PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE WHICH MUST SUPPORT THE ADDED LOAD OF THE WATER-FILLED PIPE PLUS A M~NIMUM OF 250 LBS. APPLIED AT THE POINT OF HANGING. 5. SPRINKLER PIPING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SHEATHING. 6. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWORK, PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, NOT FROM THE DUCTWORK. 7. MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED 12' FOR 1 AND.-1 1/4" SIZES NOR 15' FOR SIZES I 1/2" AND LARGER. ESCUTCHEONS 1. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING THROUGH WALLS, PARTITIONS, FLOORS AND CErLING. ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL TENSION OR SET SCREW. J GUARANTEE 1. CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER, ALL MATERIALS, APPARATUS AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY HIS SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN A MANNER APPROVED BY THE OWNER'S REPRESENTATIVE, WITHOUT COST TO THE OWNER, ANY PART OR PART OF THE WORK WHICH MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD OF THE GUARANTEE. 2. ARRANGE FOR INSPECTION AND TESTS OF ANY AND ALL PARTS OF THE WORK AS REQUIRED BY AUTHORITIES HAVING JURISDICTION AND PAY ALL CHARGES FOR SAME. K INSPECTION AND TESTING 1. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AND STATE BUILDING CODES. 2. THE SPRINKLER SYSTEM SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST FOR A PERIOD OF TWO HOURS AT A PRESSURE OF AT LEAST 200 PSIG OR 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE TO BE MAINTAINED WHEN THE MAXIMUM PRESSURE IN THE SYSTEM IS IN EXCESS OF 150 PSI AS PER NFPA. 3. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE AUTHORITY HAVING JURISDICTION SHALL BE NOTIFIED THAT THE SYSTEM IS READY FOR INSPECTION AND TESTING, THE INSPECTOR SHALL WITNESS THE TEST. FINAL APPROVAL OF THE SPRINKLER SYSTEM SHALL BE OBTAINED FROM AUTHORITY HAVING JURISDICTION FIRE PROTECTION GENERAL NOTES 1. DRAWING SPECIFICATION IS PART OF THIS CONTRACT. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT POSITIONING OF CEILING DIFFUSERS, RETURN REGISTERS AND LIGHT FIXTURES COORDINATE PIPING RUNS AND SPRINKLER READ PLACEMENT WITH HVAC CONTRACTOR, AND ELECTRICAL CONTRACTOR. 4. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF THE PIPING AND SUGGEST PROPER ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 5. THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. VERIFICATION SHALL BE MADE AS TO THE ACTUAL LOCATIONS WHERE NEW PIPE RUNS WILL TIE INTO EXISTING WORK AND CLEARANCES WITH STRUCTURAL MEMBERS. THE CONTRACTOR SHALL INCLUDE ALL COSTS OF ANY KIND WHATSOEVER WHICH ARE INCURRED THROUGH LIMITATIONS OF THE EXISTING CONDITIONS. 6. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF NEW FIRE PROTECTION PIPING THRU EXISTING FIRE/SMOKE BARRIERS ABOVE THE HUNG CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE 3M FIRE BARRIER CP 25 N/S CAULK. 7. SPRINKLER CONTRACTOR SHALL REVIEW SHEETMETAL SHOP DRAWINGS. COORDINATE THE ROUTING OF HIS PIPING AND SIGN THE COORDINATED SHEETMETAL SHOP DRAWINGS. 8. ALL SPRINKLER PIPING TO SINGLE SPRINKLER HEADS SHALL BE 1" MINIMUM DIAMETER. 9. ALL SPRINKLER HEADS IN ACOUSTIC TILE CEILING ARE TO BE CENTERED ON TILE LN BOTH DIRECTIONS. 10. UPRIGHT SPRINKLER HEADS IN ROOMS WiTH NO CEILINGS ONLY. 11. PIPE SIZE SHOWN ARE FOR BIDDING PURPOSES ONLY. EXACT SIZES SHALL BE BASED ON HYDRAULIC CALCULATIONS - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION 12. EXISTING SPRINKLER RISER IS A BASE BUILDING SYSTEM AND RISER DIAGRAM INFORMATION IS BASED UPON INFORMATION PROVIDED BY BUILDING OWNER REPRESENTANTIVE(S). 13. CONTRACTOR RESPONSIBLE TO PROVIDE ANY AND ALL PIPING / VALVES AS REQUIRED TO ENSURE EXISTING WET SYSTEM OVER EXISTING KITCHEN SHALL BE PHASED AND MAINTAINED IN OPERATION DURING, THRU AND AT THE COMPLETION OF CONSTRUCTION. WORRIED ABOUT A CHANGE ORDER TO PROVIDE NEW SUPPLY AND RETURN LINES AND VALVES TO A WET SYSTEM THAT MAY NOT BE AT THE BEGINNING OR END OF THE LOOP. GENERAL NOTES: 1. THE SPRINKLER SYSTEM AND ALL DEVICES RELATED TO THE SPRINKLER SYSTEM HAVE BEEN SHOWN IN THESE DRAWINGS FOR DESCRIPTIVE PURPOSES, SO THAT THE CLIENT MAY OBTAIN ACCURATE BIDS. THESE ARE SPRINKLER DESIGN DRAWINGS TO BE USEB FOR COST. ADDITIONAL DESIGN DRAWINGS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMflTED TO THE BUILDING DEPARTMENT BY A LICENSED SPRINKLER DESIGNER AND CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL BE LICENSED iN THE CITY OF NEW YORK AND THE LOCAL MUNICIPALITY. 2. FiRE PROTECTION CONTRACTOR (FPC) TO SUBMIT HYDRAULIC DESIGNED PLANS TO LOCAL FIRE MARSHAL FOB APPROVAL PRIOR TO INSTALLATION. FPC TO COORDINATE ALL PIPE ROUTING WITH OTHER TRADES. ALL PIPING TO BE PROTECTED FROM FREEZING. B. ALL FITFINGS TO BE VlCTAULIC FIRELOCK EZ RIGID COUPLINGS OR EQUAL. UPPER CHORD 'C' CLAMP STEEL~ ROD C-CLAMP WITH RETAINING CLIP BRANCH LI N~]% SPRINKLER MAIN~ HUNG CEILING j CLEVIS HANGER CLEVIS HANGER NOTE: SIZE HANGER TO ADEQUATELY SUPPORT LOAD. PIPE SUPPORT DETAIL INSULATION SHIELD PIPE (LOWER ATTACHMENT DEVICES) SCALE: NONE 1" BRANCH LINE~ --~- CONCEALED SPRINKLER HEAD CONCEALED SPRINKLER UPRIGHT UPRIGHT SPKR. HEAD INCREASE SPRINKLER SPRINKLER INSTALLATION DETAILS SCALE: NONE LEGEND · DRY PENDANT SPRINKLER HEAD 165 F- WHITE 0 EXISITNG SPRINKLER HEAD TO REMAIN EXISITNG SPRINKLER HEAD TO BE REMOVED I EXTEN?,, PIPING FROM REMOVED HEAD WITH TO NEW HEAD LOCATION SIAMESE FIRE DEPARTMENT CONNECTION SPRINKLER PIPE --D-- DRAIN PiPE N CHECK VALVE ~ OS&Y GATE VALVE [] TAMPER SWITCH [] CLOW SWITCH x SPRINKLER BRANCH ~ BALL DRIP ~ ALARM CHECK VALVE ~ HYDRANT METAL DECK (SIZE AS REQUIRED) HANGER * CLEVIS HANGERS REQUIRED PURPOSE HANGERS MAY BE ON PIPING LARGER ,THAN 1". GENERAL USED ON PIPING 1' OR SMALLER. TYPICAL PIPE HANGER DETAIL SCALE: NONE HANGER ROD SIZE UP TO & iNCLUDING 4" 3/8" ROD 5", 8" & 8" 1/2" ROD DESIGN CRITERIA OCCUPANCY CLASSIFICATION: LIGHT HAZARD METHOD OF SIZING PIPE: HYDRAULIC CALCULATION TYPE OF CONTRUCTION: BAR JOIST PROTECTION AREA LIMITATION: 225 SQ. FT. MAXIMUN DIST. BTN BL & SPK ON BL: 1" TO 12" BELOW POSITION OF DEFLECTOR: 1500 SQ. Fr. AREA OF SPRINKLER OPERATION: 0.10 GPM/SQ. ET. DESIGN DENSITY: ~300 GPM FLOW: EXPANSION SHIELD CONCRETE ANCHOR PIPE SUPPORT DETAIL (UPPER ATTACHMENT DEVICES) SCALE: NONE KEY PLAN ROOF DECK DRAWINGS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Oampiglia Architect, PLLC. DBA TCA ARCHITECTURE NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION DF Thomas Cmmpighm Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF ~'CA ARCHITECTURE, Thomos Campiglim, Architect, PLLC. ~)Copyright 2008 Thomms Cmmplglm Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 iSSUED TO BID 8/12/08 ISSUED TO BLDG, DEPT. BATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECT(JRE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 - Fax: (212) 765-8511 ht~p.//www sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLAHDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.2x2.1556 JLA JOB~ ODAE-O0174 CONSULTANT CONSULTANT CLIENT PROJ NO. 'ROd, NO. 16209 SCALE AS NOTED )RAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL NOTES, SCHEDULES AND LEGEND SEAL FP 1 SHEET NUMBER 86 ! ! ! t \ \¢~' ~' IIL_I \¢/x II II II / ~, ,' /I ~-;~n II L4' DP UP ZONE ~f2 ZONE (E) EXISTING UNDERGROUND SPRINKLER MAIN SPRINKLER FIRE PROJECT NOTES: THE CONTRACTOR IS TO REMOVE SPRINKLER HEADS IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOUTION AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. 2. ALL OVERTIME WORK REQUIRED DUE TO PROJECT PHASING IS TO BE INCLUDED IN THE BID. THE CONTRACTOR IS TO INSTALL THREE (3) DRY CONTROL VALVES AND AIR COMPRESSOR ASSEMBLIES. EACH VALVE WILL BE A ZONE THAT IS ASSOCIATED WITH THE ZONED SEQUENCE OF CONSTRUCTION. 4' DRY PIPE 4' DRY PIPI ALARM VALVE ZONE ALARM VALVE ZONE #1 4' DRY PIPE ALARM VALVE ZONE i~ :OMPRESS DUPLEX WITH (2) AIR bAUTOMATIC TRANSFER ' CONTROL PAI~L ~ TO COORDINATE FINAL LOCATION OF NEW DRY ALARM VALVES IN FIELD WITH ARCH/OWNER/GC. (1YP) m 1 ii 4" DP UP __ ZONE /t3~ EXISTING HEADS IN THIS AREA TO REMAIN. THE CEIUNG IS TO BE REMOVED FOR ACCESS TO PLUMBING PIPING. PROVIDE UNIT COST TO RELOCATE HEADS IF REQUIRED. I I /~4" DP UP I~/zo.E ~ THE CONTRACTOR PROVIDE AN'~AND ALL PIPINC~/ REQUIRED Tg~ENSURE EXISTING WET SYSTEM OVER EXISTING KITCHEN SHALL IS RESPONSIBLE TO VALVES AS BE PHASED AND MAINTAINED IN OPERATION DURING, THRU AND AT THE COMPLETION OF CONSTRUCTION. PROVIDE NEW ISOLATION VALVES AS REQUIRED TO THE WET SYSTEM. GROUND FLOOR FIRE PROTECTION PLAN SCALE- 1/6"= 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Campiglla Architect, PLLC DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Complgl~a ArchTtect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Themes Compiglia, Architect, PLLC. {~)Copyright 2006 Thomas Campi§lie ArcMtect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT, BATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_togoB,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORST PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO (212) 686-1858 FAX NO (212) 766-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel' {212) 245-6360 Fax, {212) 765-6511 hit p://~ww, ster h n gnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA. NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.15~6 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. =ROJ, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR FIRE PROTECTION PLAN FP 2 SEAL SHEET NUMBER 87 ! ! ! I 1 UbLE UbLE CL. CLO DOUBLE BED b.R. OM bATH RM. · DOUBLE bbb B.R, · DOUBLE BED b,R, 0 LOUNSE DOUBLE BED B,R, $01 BATH RM. DOUBLE bED b.R. bATH RM. OM 0u !4!z' ~1 ~)1 ~ REF THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALL PIPING / VALVES AS REQUIRED TO ENSURE EXISTING WET SYSTEM OVER EXISTING KITCHEN SHALL BE PHASED AND MAINTAINED IN OPERATION DURING, THRU AND AT THE COMPLETION OF CONSTRUCTION. PROVIDE NEW ISOLATION VALVES AS REQUIRED TO THE WET SYSTEM. PATIO DOUbLb BED ROOM %1 %1 DP UP ZONE ~3 DOUBLE BED ROOM $01 $0~ OM BATH RM, BATH RM, OM L.J OM UbLE DOUBLE bED B,R. $01 dOM BATH RM, · DOUBLE BED B.R. · LIN DOUBLE BED b.R. $01 %1 DOUBLb bED B.R. $01 b]NGLE BED B.R. Lli~ · e b ,o. TOILET · ~ . ~-" BU ESDII ~ DOU~ B~D G * · ~ 8 //~ ~ · DOUBL~ BED B,R. I I ', PROJeCt NOTES: THE CONTRACTOR IS TO REMOVE SPRINKLER HEADS IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLITION AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. ALL OVERTIME WORK REQUIRED DUE TO PROJECT PHASING IS TO BE INCLUDED IN THE BID. THE CONTRACTOR IS TO INSTALL THREE (3) DRY CONTROL VALVES AND AIR COMPRESSOR ASSEMBUES. EACH VALVE WILL BE A ZONE THAT IS ASSOCIATED WITH THE ZONED SEQUENCE OF CONSTRUCTION. FIRST FLOOR FIRE PROTECTION PLAN SCALE: 1/b" = 1'-0" DOUBLE BED bATH RM, OM __ BATH RM, LOUNGE BATH RM DOUBLE BED B.R. $01 ~DD1 BATH RM, OM DOUBLE BbB B,R. KEY PLAN DRAWINGS A SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Comp~gho Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PARL SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomos Campigha Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomo$ C~mpiglie, Architect, PLLC. ~) Copyright 200b Thomos Compigim Architect, PLLC, DBA. TCA ARCHITECTURE 8/27/0~ ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnS]meon_Logoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITLCT ARCHITECTU'~E, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 TEL. NO. (212) 666-1658 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. PARK AVENUE, MF77ANINE NEW YORK, NY ~D01b Tel: (212) 245-6300. Fax' (212) 765-8511 ht~,//w~v ~terhngnyc corn CONSULTANT J/LMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE= 651.232.1556 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO, 16209 SCALE AS NOTED )RAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR FIRE PROTECTION PLAN SEAL FP 3 SHEET NUMBER 88 T f T T I T ? ? THE PROVIDE ANY REQUIRED TO SYSTEM OVER CONTRACTOR IS RESPONSIBLE AND ALL PIPING / VAI ENSUREEXISTING WET EXISTING KITCHEN PHASED AND MAINTAINED IN OPERAT DURING, THRU AND AT THE COMPLE' CONSTRUCTION. PROVIDE NEW ISOLA' VALVES AS REQUIRED TO THE WET ES AS L BE N )N OF )N 'STEM. I I i J II 4" DP DN TO VALVE T T Ii ,, I ~ J DP DN TO AL&RM VALVE ZONE ~2 T t I I I ATTIC FIRE PROTECTION SCALE: 1/8" = 1'-0" PROJECT NOTES: THE CONTRACTOR IS TO REMOVE SPRINKLER ~tEADS IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLmON AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. ALL OVERTIME WORK REQUIRED DUE TO PROJECT PHASING IS TO BE INCLUDED IN THE BID. THE CONTRACTOR IS TO INSTALL THREE (3) DRY CONSOL VALVES AND AIR COMPRESSOR ASSEMBUES. EACH VALVE WILL BE A ZONE THAT IS ASSOCIATED WITH THE ZONED SEQUENCE OF CONSTRUCTION. fl T f I J ? II ? I I r I Il TO VALVE KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIQNAL SERVICE ARE, AND SHALL REMAIN, THE PROPEE~' OF Thomas Compigllo Archltect~ PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Themes CampigIio Archffect, PLLC. DBA TCA ARCHITECTURE THiS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Compigllo, Architect, PLLC. {~)Copyrlght 2006 Themes Campi§lio Architect, PLLC DBA TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. BATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logo&jp9 61 700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, rNTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NBNYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF??ANINE. NEW YORKr NY 10016 Tel: (212} 245-6300 Fax: (212) 766-8511 http://www.ste rling nyc .cam CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRWE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd NO. PROd, NO* 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING ATTIC FIRE PROTECTION PLAxN FP 4 SEAL SHEET NUMBER 86A ! ! ! ! ALARM BELL EXIST'G HUNG/ CEILING WET SYSTEM MAIN /-- DRY PIPE SYSTEM r- DRY PIPE SYSTEM ~ZONE #1 /ZONE / ' P,PE SYSTEM // ,, // ~4 " ~4 " ~4 " 1ST FLOOR ELECT CONTROL PANEL -- GRADE, EXISTING [] [] FIRE DEPT. CONNECTION --~ -+ GRADE DDC WITH TAMPER SW (E)4" OS&Y VALVE WITH TAMPER SW NEW CONNECTION TO EXIST'D 4" MAIN AFTER WET ALARM VALVE FLOOR DRAIN 4" DRY PIPE ALARM VALVE ZONE #5 4" DRY PIPE ALARM VALVE ZONE #1 4" DRY PIPE ALARM VALVE ZONE #2 NOTES SPRINKLER VALVE TO NXT DRY VALVE SERIES BE VICTAULIC FIRE LOCK 768 "(2)AIR COMPRESSOR · 4" OS&Y VALVE WITH TAMPER SW I~PICAL FOR THREE · 2" HEARER TO BE PIPE TO F.D. DOUBLE SIDED BEAM CLAMP SPRINKLER SYSTEM RISER DIAGRAM SCALE: NONE Ai rM ~C,°n tme%roe~$ eOr DAe~i~ eAir ~ From Source FIRE PROTECTION PANEL TROUBLE & ALARM A~ NNUNCIATORS~ 120 NOTES: FIRE PROTECTION CONTRACTOR TO COORDINATE WITH FlEE ALARM VENDOR FOR ALL SERVICES. REFER TO RISER DIAGRAM FOR AlE COMPRESSOR MAKE & MODEL. SERIES 768 DRY VALVE WITH SERIES 778 LOW PRESSURE ACTUATOR. DRY PIPE CONTROL VALVE ASSEMBLY SCALE: NONE __~ 1'; VALVE NIPPLE OR EQUIVALENT ~ 1. VALVE ~--1" DRY-PIPE NIPPLE AND CAP OR BRASS PLUG SYSTEM AUXILIARY DRAIN DETAIL SCALE: NONE NOTES: PROVIDE SIGN "DO NOT OPEN BOTTOM DRAIN VALVE BEFORE CLOSING TOP DRAIN VALVE". SECURE THE SIGN TO THE LOWER DRAIN VALVE. STRUCTURAL STEEL STRUCTURAL/ BEAM OR JOIST OPTION OPTION 2 EACH SIDE ~¢PE SRA SEISMIC RIGID BRACE ATTACHMENT SINGLE ARM BRACE 1:A-507 BOLT FILLET WELD OF SSB OPTION 1 OPTION 2 SINGLE ARM BRACE ATTACHMENT TO STRUCTURE SCALE: NONE PIPE PENETRATION AT RATED SCALE: NONE BRANCH LINE/ FINNISH FLOOR INSPECTOR PIPE VALVE IN READILY ACCESSIBLE LOCATION PLUG- FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION PIPE PARTITION SLEEVE THROUGH WALL PROVIDE WATER TIGHT CAULKING -SMOOTH BORE, CORROSION RESISTANT OUTLET GIVING A FLOW EQUIVALENT OF ONE SPRINKLER TEST CONNECTION ON DRY SYSTEM SCALE: BONE BRANCH LIN~ b 1" BRANCH LINE SPRINKLER MAIN ~(~ ~ ~-~ ~ -I' SPRINKLER SPRINKLER HEAD CONCEALED SPRINKLER SPRINKLER RISER UPRIGHT HEAD INCREASE SPRINKLER INSTALLATION DETAILS SCALE: NONE MOUNT OIL-LESS COMPRESSORS SCALE: NONE KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~Y OF Thomos C~mpigli~ Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRII~EN AUTHORIZATION OF Thomas Complg[io Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USER BY ANY OTHER PARTrES FOR ANY OTHER CONSTRUCTION WITHOUT THE WROTEN CONSENT OF TCA ARCHITECTURE, Thomos C~mpigli~, Architect, PLLC. ~ Copyright 2008 Thomas C~mplgli~ Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logo~,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITt:CT ARCHITECTURE, INTERIORS. PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NBN YORK, NY 10016 TEL. NO (212) 688-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ~ NEON YORK, NY 10016 Tel: (212) 245-6300 Fax' (212) 765-8511 htr p://www.st erling nyc.co m CONSULTANT JA~S, ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLAND~, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd, NO. 15209 SCALE AB NOTED DRAWN XXi CHECKED TNC DATE 06-11-08 DRAWING DETAiI. S FP 5 SEAL SHEET NUMBER 888 Cs"> Cs"> KITCHEN AREA NOT IN SCOPE OF WORK. ALL EXISTING HEAT DETECTORS AND CONNECTION TO ANSUL SYSTEM SHALL REMAIN. 4100 FIRE ALARM CONTROL PANEL EXISTING TO REMAIN -JLJLJLJ =EC H ~~/ [~1 ,il II ~1 [] [] kLARM DEMOLITION PLAN E: 1/8" = 1'-O" SIDEWALK 2d., I ?-'>"'e'" ILLJ/L ......... ILL-===-'- q I // Ir'll IL_ _ _JL _ _ ,~;~1 .:==~.__ =::~ ,, ,, n ._~_JL J ,,[ J,, ~ T]I * jI ,%, SITE PLAN SCALE: 1/64" = 1'-O" FIRE ALARM NOTES 1. ALL EXISTING FIRE ALARM DEVICES AND WIRING SHALL BE REMOVED FROM ALL WALLS AND CEILINGS THAT ARE TO BE REMOVED. ALL EXISTING DEVICES SHALL REMAIN ACTIVE DURING THE CONSTRUCTION PHASE THEN BE REMOVED WHEN ALL NEW DEVICES BECOME ACTNE. 2. ALL KITCHEN FIRE ALARM DEVICES SHALL REMAIN. [] [] [] KEY PLAN 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT1 NY 11944 ARCHITECT ARCHITECTURE, INTERIOR~, PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-6511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC, 2 PARK AVENUE, MEZZANINE NEWyQRK, NY 10016 Tel, (212) 245-6300.. Fax: (212) 765-6511 hit p://www.sterltngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITlc 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 6~1.2~2.1556 JLA JOB~ 05AE-00174 CONSULTANT CONSULTANT e CLIENT PROd NO. PROd, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR FIRE ALARM DEMOLITION PLAN SEAL DFA 1 SHEET NUMBER 89 ! ! ! EXISTING BEaUtY SHOP EXISTING STOP, AGE EXISTING CORRIDOR EXISTING LAUNDRY ([%} EXISTING BOILER .DDM EXISTING KITCHEN STORAOE FLOOR FIRE ALARM DEMO PLAN SCALE: 1/8" = 1'-0" EXISTING STORAGE EXIS]]NG EXISTING WHEELCHAIR RECORD STORAGE ROOM ti EXISTING STORAGE ROOM EXISTING MEDICAL RECORDS JSITE_ P_LAN SCALE: 1/64" : 1'-0" FIRE ALARM NOTES EXISTING CLASSROOM 1. ALL EXISTING FIRE ALARM DEVICES AND WIRING SHALL BE REMOVED FROM ALL WALLS AND CEIUNGS THAT ARE TO BE TEMPORARILY REMOVED. ALL eXISTING DEVICES SHALL REMAIN ACTIVE DURING THE CONSTRUCTION PHASE THEN BE REMOVED WHEN ALL NEW DEVICES BECOME ACTIVE. KEY PLAN 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. BATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 6B~1858 FAX NO. (212) 765-8511 =ROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10816 Tel. (212) 245-6300 Fax. (212) 766-8511 http,//www,sterhngnyc.com CONSULTANT JAM]~S, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JL~ JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO, 16209 SCALE AS NOTED ;DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR FlRE ALARM DEMO PLAN DFA 2 SEAL SHEET NUMBER ! ! ! ! HVAC FAN SHUTDOWN CONTROL PANEL/ CABINET PROVIDED BY THE MECHANICAL FIRE ALARM NOTES CONTRACTOR. ELECTRICAL CONTRACTOR TO AH-1 AH-2 AH-3 AH-7 AH-9 / COORDINATE WITH THE MECHANICAL PROVIDe. SIXTY (BO) AD )ITIONAL SMOKE DETEC1 ~ ~ ~ ~ ~ CONTRACTOR FOR FINAL CONNECTIONS. BELL/STROBE, AND EIGI T (5) ADDITIONAL PULL STROBES, PROVIDE FOU (4) FAN SHUT DOWN ADDITIONAL WORK TO B DONE IN THE BASEM[ AH-5 AH-6 AH-8 AH-lO AH-11 CONTRACT, SECOND FL(DR AND ROOF TOP EQ~ I~ ~ ~ ~ FF~ TEFLON (PLENUM RATE[ 16 GAUGE WIRE FOR GAUGE WIRE FOR STBOI E CIRCUITS. PROVIDE / AH 4 (PLENUM RATED) 16 GL AGE SHEILDED FOR SPI S S S S S S S S S S S ~ ALL WIF~LNG SHALL BE EFLON RATED FOR USE ARTICLE 760. WHERE W RING MUST BE EXPOSE -- S S S S S S S S S S S ~ ELECTRICAL METALLIC Ti DING IN UNFINISHED Al ~ FINISHED AREA. PROVID~ ALL WIRING AS REQUI SECOND FLOOR ATTIC CONTR/~gTOR SHALL PR(~VIDE STROBES WITH A SOUTH WING EAST WINO WEST WING LUMENS/SO.FT. EFFECTf'E INTENSITY TO ALL O* NOTIFICATION IS REQUIR :D BY NFPA 72-1996. BELLS ARE REQUIRED T SOUND A "TEMPORAL 72-1996. ALL SIGNALS SHALL BE SYNCHRONIZ IS CLEAR AND DISTINCTI /E. S SS SS SS SS S S S S S S S SS SS SS S S S S S S S STBOBB~ SHALL BE WlRiD SO THEY WILL REM/ PERFORMED. STROBES HALL BE DEACTIVATED COMPLE7~E AND IMMEDIA 'E FAN SHUTDOWN SHA S SS SS SS F F F F F F F F F F F F F F F F F F SS SS SS S (2) SMOKE AND HEAT ETECTION AND FIRE AD BE INDEPENDENT OF TI- FIRE ALARM RESET. PROVIDE. NEW WIRING AIID PROGRAMMING FOR ~ PROVIDE. CIRCUIT EXTEN )ERS NAC'S AS REQUIB PROVIDEOAN LED INDICA'OR LIGHT FOR EACH 5 MOUNTED ABOVE THE :lUNG (IF NECESSARY). S S S S S S S S S S S S S S S S S S S S S S S S S S MOUNTED TO THE UNDI ~SIDE OF THE CEILING SMOKE DETECTOR. REFER ¥~ FLOOR PLAN DRAWING FOR ALL DEVI S S S S S S S S S S S S S S S S S S S S S S S S S S PROVIDE2DEDICATED ELI:CTRIC CIRCUIT FOR FIRi PROVlDE3CONNECTION F INTEGRAL DACT (PHOI SYSTEM IN FIELD. CO( RDINATE CONNECTION lb S S S S S S S S S S S S S S S S S S S S S S S S S S AND PROVIDE ALL NECI SSARY ELECTRICAL APPI NEW FIBt~, ALARM DEVIC iS SHALL BE OPERATIO~ DEVICES ARE REMOVED. S S S S S S S S S S S S S S S S S S S S S S S S S S s s s B s s iq [] s s s s s s s F F S S S FIRE ALARM LEGEN[ TO EXISTING DEVICES IN SOUTH WING TO EXISTING DEVICES (ALL DEVICES SHALL REMAIN) ¢7 0 IN WEST WING TO INEXISTINGEAsT WINGDEVICES ~. I I I (REMOVE) [] FIRE ,LARM MANUAL PULL ST, (REMOVE) I~1 FIRE ,LARM BELL/STROBE CO EXZST~NG S~NPLEX 4100 ~ FIRE ,LARM STROBE FIRE ALARN CBNTRBL PANEL NURSES STATION FRONT ENTRANCE ~ FAN 5-1UTDOWN RELAY FIRST FLOOR ~ FIRE MOKE DAMPER ~.~ TO E,;[,STING ~ FIRE LARM REMOTE ANNUNCb TO EXISTING GROUND FLOOR DEVICES H S S S S S F S S S S S S S S S S S S S S S S S S S S S S S S S S S · ~ S S S S S S S S S S S S S S S S S S S S S F F F S S S GROUND FLOOR , SIXTEEN (16) ADDITIONAL STATION, PROVIDE FOUR (4) ADDITIONAL RELAYS ALL AS PART OF PRICING FOR , FIRST FLOOR AREA NOT UNDER UIPMENT. PROVIDE FOR 3000 FEET OF INITIATING CIRCUIT, 1000 FEET OF 14 ADDITIONAL 1000 FEET OF TEFLON SPEAKERS. IN PLENUM CEILINGS AS PER NEC . IT SHALL BE RUN IN 5/4" MINIMUM AREAS AND IN NON-METALLIC RACEWAY IN 21RED BY THE APPROVED SHOP DRAWINGS. MINIMUM 5 FEET FROM HVAC DIFFUSERS. MINIMUM LIGHT iNTENSITY OF 0.0575 OCCUPIED SPACES WHERE vISrBLE SIGNALING RHYTHM AS PER NFPA IN ORDER THAT THE 5-3-5 SIGNAL ACTIVE AFTER SILENCE FUNCTION IS MANUALLY. OCCUR UPON ACTIVATION OF ANY TWO SYSTEM. RESTART OF FANS SHALL ALL FAN SHUTDOWN RELAYS. SMOKE DETECTOR THAT IS TO BE LED INDICATING LIGHTS SHALL BE DIRECTLY BELOW ITS CORRESPONDING COUNTS AND LOCATIONS. ALARM SYSTEM, DIALER) TO BUILDING TELEPHONE FIELD WITH TELEPHONE SYSTEM VENDOR APPURTENANCES. BEFORE EXISTING FIRE ALARM STATION COMBINATION FIRE ALARM RISER DIAGRAM NDT TB SCALE IALK Ill I I I I I I I lEI I I SIDEWALK NORTH ROAD (COUI~ MIDDLE ROAD ¢~48) III SITE PLAN SCALE: 1/64"= 1'-O" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Complglla Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomes Camplglie Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Compiglie, Architect, PLLC. (C~Copyright 2008 Thomas C~mplglio Architect, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212} 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel (212) 245-6300 - Fax (212) 765-8611 http://w~vw.st erling nyc com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP UEP EH$1NE~RS I1 OVAL DRIVE SUITE 129 ISLAND~, HY 11749 TELEPHONE: 651,592.2660 FACSIMILE: 6S1.2S2.15S6 JLA JOB~OSAE-O0174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC 06-11-08 DRAWING FIRE ALARM NOTES, LEGEND AND RISER DIAGRAM FA 1 SEAL SHEET NUMBER 92 ® ® ® ® ® ® LK GROUND FLOOR FIRE ALARM PLAN SCALE: 1/8" = 1'-0" 390.00' I Ii III f II l lllll I1 1 II IIs,D w^LK NORTH ROAD (COUNTY M~DDLE ROAD ~48) SITE PLAN SCALE: 1/64" = 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER3~' OF Thomes Compiglio Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WR]~EN AUTHORIZATION OF Thomes Compiglfo Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIttEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglle, Architect, PLLC, {~ Copyright 2008 Thomos Complglio Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DA~- REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_[ogoB,jp9 6'1700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, '~ROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 TEL. NO. (212) 686-185E FAX NO. (212) 76E-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MFZTANINE, NEW YORK, NY 10016 Tel, (212) 245-6300, F~x: (212) 765-8511 htip://www sterhngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS I1 OVAL DRNE SUrE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631,232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT DRAWING CLIENT PROd. NO. PROd NO 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 GROUND FLOOR FIRE ALARM PLAN SEAL FA 2 SHEET NUMBER 92 CLO LOUNGE OPPICR 5TAFP L J 5ATH SLIM 0 UNit 0 LIN CORRIDOR PEC ~ANTRT TOILET ® BED _UN;T LIN I\ CORRIDOR[~ EXISTING LINK EXISTING DINING AND RECREATION AREA = 1,782 SQ. FT. REF ~ ~ U U 0 LO U U U- U C~ PATIO 390.00' ll DIIIIIlIDIlllll SIDEWALK ~( ~-~ J SITE LAN SCALE: 1/6, = 1'-0" C OR ® KITCHEN AREA NOT IN SCOPE OF WORK. ALL EXISTING HEAT DETECTORS AND CONNECTION TO ANSUL SYSTEM SHALL REMAIN. PANTRY IE ]l iF]i RE~T/iON LIN CORRIDOR OFFICE CORRIDOR CORRIDOR LOBBY FIRE ALARM ENTRY REMOTE ANNUNCIATOR FIRST FLOOR FIRE ALARM PLAN SCALE' 1/6" = 1'-0" DOUBLB' O- TUB I BATH !4 BED CORRIDOR DOUBLE BED B.R, BATH KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~¢ OF Thomos Campigha Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Comp,giro Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDEB SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRWI'EN CONSENT OF TCA ARCHITECTURE, Thomas Compiglia, Architect, PLLC. (~ Copyright 2008 Thomas Campigha Architect, PLLC. DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_LogoB,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEVVYORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 htr p://www.stefiing nyc.corn CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEEES 11 OVAL DRIVE SUITE 129 ISLANDIA, HY 11749 TELEPHONE: 631.592.2660 FACSIMILE; 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT ONSULTANT CLIENT PROd. NO PROd. NO. 16209 SCALE AS NOTED RAWN XX CHECKED TNC DATE 06-11-D8 DRAWING FIRST FLOOR FIRE ALARM PLAN FA 3 SEAL SHEET NUMBER 93 ! ! AH--g AH-5 ELECTRICAL ATTIC PLAN SCALE: 1/S" = 1' O" AH-5 IIIIII I 1 111111 t I I SIDEWALK NORTH ROAD (C OLrNTy MIDDLE ROAD/¢48) ,,? S~O~VALK 1. ALL FAN S NEXT TO THE NORMALLY CLC DEVICES. SITE' PLAN SCALE: 1/64" = 1'-0" 'IRE ALARM NOTES UT DOWN RELAY WIRING SHALL RUN BE RUN TO A CONTACTOR LOCATED :IRE ALARM CONTROL PANEL {FACP). THE CONTACTOR SHALL BE SED AND OPEN UPON THE ACTIVATION OF TWO (2) FIRE ALARM INITIATING KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~Y OF Thomos Comp~giio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, rN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect, PLLC. (~) Copyright 2008 Thomos Camp~gha Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDO DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Lo9o~,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO (212) 686-1858 FAX NO, (212) 765-6511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC, 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 · Fax (212) 765-8511 htt p:/~w~v.ste rling nyc.co m CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISIANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMII r: 651.232.1536 JLA JOB~ 09AE-00174 :ONSULTANT CONSULTANT CLIENT PROJ. NO, PROJ NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DAlE 06-11-08 )RAWINC ATTIC FIRE ALARM PLAN SEAL FA 4 SHEET NUMBER 94 EXISTING ~IR, SLIk D 0 D F3 LO I I I I [] [] FIRST FLOOR ELECTRICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" 0 NO REMOVAL IN THIS AREA DEMOLITION NOTES 1. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE WIRING TO ALL WALL MOUNTED SANYO'S LOCATED IN THE CORRIDORS AND DINING/RECREATION ROOM. 2. WIRING TO ALL EXISTING RTU'S LOCATED ON ROOF ABOVE THE DINING/RECREATION ROOM SHALL BE DISCONNECTED AND REMOVED BACK TO 1HEIR SOURCE OF POWER. 3. ALL EXISTING PANEL BOARDS AND ASSOCIATED FEEDERS IN THE EAST AND WEST WINGS SHALL BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL LIGHT FIXTURES, SWITCHES, RECEPTACLES AND ASSOCIATED BRANCH CIRCUITRY SHALL BE REMOVED UNLESS OTHERWISE NOTED. 5, THE EXISTING NURSE CALL SYSTEMS IN THE EAST AND WEST WINGS SHALL BE REMOVED. 6. WIRING TO ALL EXTERIOR CONDENSING UNITS SHALL BE DISCONNECTED AND REMOVED BACK TO THEIR SOURCE OF POWER. 7. WIRING TO ALL ROOF MOUNTED EXHAUST FANS SHALL BE DISCONNECTED AND REMOVED BACK TO THEIR SOURCE OF POWER. 8. TWO (2) EXISTING ELECTRICAL PANELS LOCATED IN THE MECHANICAL ROOM NEXT TO THE SERVING AREA IN THE DINING/RECREATION ROOM SHALL REMAIN. 9. ALL EXISTING SOUTH WING PANEL BOARDS ARE NOT IN THE SCOPE OF WORK AND SHALL REMAIN. 10. ALL EXISTING ELEVATOR PANEL BOARDS AND DISCONNECTS ARE NOT IN THE SCOPE OF WORK AND SHALL REMAIN. 500 KVA PAD MOUNTED KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Complglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio. Architect, PLLC. (~Copyright 2008 Thomas Compiglio Architect, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID. 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_togoa,jp9 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJE~T MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENLJE, MF77ANINE NEW YORK, NY 10016 TEL. NO. (212} 688-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245~6300, Fax; (212}.768-8511 htt p,//~z~cw.ste fling nyc corn CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 6~1.2~2.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR ELECTRICAL DEMOLITION PLAN SEAL DE 1 SHEET NUMBER 95 ! ! NERAL AL FES DRAWINOS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compigl~a Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Campiglm Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIttEN CONSENT OF TCA ARCHITECTURE, Thomo$ Compig~io, Architect, PLLC. (~) Copyright 2008 Thomas Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 1 6/12/08 ISSUED TO BLDG. DEPT, NO, DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logo2,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITEDT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO (212) 666-1856 FAX NO, (212) 765-8511 PROJECT MANAGERS, S''' ".- ' ,. lNG STERLING MANAGEMENT, INC. 2 PARKAVENUE, MF77ANINE NEWYORK, NY 10016 Teh (212) 245-6300 Fax: (212) 765-85l 1 http://w~wv sterlingnyc.com CONSULTANT MEP ENGINEERS LASALA & 11 OVAL DRIVE ASSOCIATES, ISLANDIA, NY 11749 LLP TELEPHONE: 6~1,592.2660 FACSIMILE: 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT  CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL ~qOTES AND LEGEND SEAL SHEET NUMBER 96 1. WHERE NOTED AND AS REQUIRED BY APPLICABLE CODES. ALL LOW TENSION CONDUIT WHICH HAVE RUNS IN EXCESS OF 200 FEET IN LENGTH AND/OR CONSTRAINING BENDS IN EXCESS OF 270 DEGREES SHALL BE PROVIDED WITH A WEATHER PROOF IN GROUND PULLBOX. ALL PULL BOXES SHALL BE LABELED FOR THEIR 24. PERMITS, INSPECTIONS AND TESTS: OBTAIN ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR INTENDED USE OR VOLTAGE LEVEL, AND ALL WIRE AND CABLE PROVIDED UNDER THIS SECTION SHALL BE TAGGED THE EXECUTION OF ELECTRICAL WORK. PROVIDE ALL INSTRUMENTS AND PERFORM ALL TESTS REQUIRED BY THE AT ALL PULL BOXES. AUTHORITIES HAVING JURISDICTION. CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM TESTS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATEB 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, SWITCHES AND/OR LIGHTING CONTROL WITH THE TESTS. PANEL SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE REQUIREMENTS. 25. GROUNDING: ALL WORK SHALL BE PERMANENTLY AND EFFECTUALLY GROUNDED WHETHER OR NOT SUCH 3. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO START OF ANY WORK. ANY WORK OR CONNECTIONS ARE SPECIFICALLY SHOWN OR SPECIFIED. GROUND RESISTANCE AT ANY POINT SHALL NOT EXCEED EQUIPMENT INSTALLED PRIOR TO APPROVAL OF RELEVANT SHOP DRAWINGS FOUND TO BE UNACCEPTABLE SHALL 25 OHMS. BE REMOVED AND MODIFIED AT THE CONTRACTOR'S SOLE EXPENSE INCLUDING ANY RESULTANT SCHEDULING DELAYS EXPERIENCED BY ANY TRADE. 26. CUZqNB AND PATCHING: THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF ROUGH OR FINISH WORK REQUIRED BY ELECTRICAL INSTALLATIONS. PATCHING SHALL BE OF THE SAME MATERIAL, 4. PREPARE AND FURNISH TO OWNER 'AS-BUILT' PLANS FOR ALL WORK INSTALLED. FINISH, AND WORKMANSHIP AS THE ORIGINAL WORK. 5. ALL CONDUIT AND CABLE HOME RUNS SHALL CONSIST OF THREE CIRCUITS MAXIMUM TO THE PANEL BOARD, 27. CLEANING AND CLEANUP: ALL MATERIAL INSTALLED UNDER THIS SECTION OF THE WORK SHALL BE UNLESS OTHERWISE NOTED. COMBINING OF MULTIPLE HOME RUNS IN A SINGLE CONDUIT SHALL NOT BE CLEANED OF GREASE, OIL, PLASTER, DIRT/DUST AND THE LIKE. ALL GREASE AND OIL SHALL BE CLEANED PERMITTED. FROM FLOORS, CEILINGS, AND WALLS AND ALL UNUSED CONSTRUCTION MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE. 6. ALL 120 VOLT OR 208 VOLT BRANCH CIRCUIT RUNS IN EXCESS OF 100 FEET FROM THE PANEL TO THE DEVICE SHALL BE PROVIDED WITH #10 MINIMUM AWG WIRE FOR ITS ENTIRE LENGTH. 28. ELECTRICAL CONTRACTOR SHALL NOT REDUCE SIZING OF CONDUITS TO SUIT WIRE FILL CAPACITY. 29. ALL CONDUIT USED FOR THIS PROJECT SHALL BE 3/4" MINIMUM. 7. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT THE SITE OF THE WORK AND FULLY BECOME INFORMED AS TO ALL CONDITIONS AND MAZFERS THAT 30. ALL SUSPENDED CONDUITS SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF. SHOULD THE ELECTRICAL CONTRACTOR APPROVED CONDUIT FASTENERS, HANGERS, STRAPS, SUPPORTS, CLAMPS, ETC., FIRMLY ANCHORED IN PLACE FIND DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK FROM THE DRAWINGS, SPECIFICATIONS AND SPACED AT INTERVALS NOT TO EXCEED 10'-0" OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE OWNER'S REPRESENTATIVE AT ONCE, IN WRITING, OF ANY DISCREPANCIES AND OBTAIN CLARIFICATION PRIOR TO SUBMI%rlNB ANY BID. 51. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL RODS, ANGLES, RAILS, STRUTS, ABSENCE OF SUCH NOTIFICATION SHALL BE INTERPRETED TO INDICATE NO DISCREPANCIES OR CONFLICTS BRACE PLATES, PLATFORMS, ETC., REQUIRED FOR SUSPENSION OR SUPPORT OF CONDUIT AND EQUIPMENT AND EXIST. ADDITIONAL COMPENSATION SHALL NOT BE GRANTED AFTER AWARD OF CONTRACT FOR ANY WORK ALL STRAPS, CLAMPS, THREADED RODS, TURNBUCKLES, ANCHORS, ETC. AND MISCELLANEOUS SPECIALTIES NECESSARY TO COMPLY WITH THESE REQUIREMENTS. REQUIRED FOR THE ATrACHMENT OF HANGERS AND SUPPORTS TO THE STRUCTURE. ALL CONDUIT, STRAPS, SUPPORTS AND ETC. 8. ELECTRICAL DRAWINGS: ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. LOCATIONS OF EQUIPMENT ARE SHOWN TO SCALE WHERE POSSIBLE BUT MAY BE DISTORTED FOR CLARITY. IT IS NOT WITHIN THE SCOPE 32. ALL CONDUIT INSTALLED (SPARE OR UTILIZED) SHALL HAVE A MINIMUM, ONE (1) 14 AWG ZINC-COATED OF THE DRAWINGS TO SHOW ALL NECESSARY BENDS, OFFSETS AND OBSTRUCTIONS. IT SHALL BE THE STEEL OR MONOFILAMENT PLASTIC PULL LINE WITH NOT LESS THAN 200LB TENSILE STRENGTH RESPONSIBILITY OF ELECTRICAL CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE, RESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. CHARACTERISTICS. LEAVE 12" (MINIMUM) OF SLACK AT EACH END OF CONDUIT. 33. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS AND STRUCTURAL MEMBERS 9. ALL WORK, WHETHER SHOWN OR INFERRED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY WITH 90' BENDS. UNDERSTOOD IN ALL RESPECTS BY THE ELECTRICAL CONTRACTOR, AND THE ELECTRICAL CONTRACTOR SHALL THEREBY BE RESPONSIBLE FOR ANY INTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK ON ALL DRAWINGS. 34. SPARE WIRES INSTALLED SHALL BE NEATLY COILED, BOUND AND PLACED IN SPACE AVAILABLE. LEAVE AT A MINIMUM, 8' OF SLACK AT EACH DESTINATION. 10. CONDITIONS AT THE SITE: THE ACT OF SUBMITTING A BID SHALL BE EVIDENCE THAT THE ELECTRICAL CONTRACTOR HAS EXAMINED THE SITE AND FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS WITHIN THE 55. PULL BOXES, JUNCTION BOXES, CONDUIT BODIES AND EXPANSION JOINTS SHALL BE INSTALLED AS PER SCOPE OF THIS WORK AND ACCEPTED SUCH CONDITIONS, AND MADE ALLOWANCES THEREFORE IN PREPARING NFPA 70. HIS FIGURE. 56. COOPERATION WITH OTHER CONTRACTORS: THE ELECTRICAL CONTRACTOR SHALL EXAMINE ALL CONTRACT 15. THE DRAWINGS MAY NOT SHOW COMPLETE OR ACCURATE DETAILS OF THE E~(ISTINO BUILDING IN EVERY DRAWINGS AND COOPERATE WITH ALL OTHER CONTRACTORS PROVIDING LABOR, MATERIALS AND' ALL WORK, SO RESPECT. EXACT LOCATIONS AND RELATIONSHIPS ARE TO BE DETERMINED IN FIELD AND SHALL BE TO THE THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY, VERIFY SATISFACTION OF THE OWNER'S REPRESENTATIVE. THE ELECTRICAL CONTRACTOR SHALL VERIFY AND BE WITH OTHER TRADES THE LOCATIONS OF MOTORS, EQUIPMENT, VOLTAGE AND PHASE, BEFORE COMMENCING ANY RESPONSIBLE FOR ALL FIELD MEASUREMENTS. WORK. WORK INSTALLED IMPROPERLY DUE TO NON-COORDINATION SHALL BE CHANGED BY TH'E ELECTRICAL CONTRACTOR AT HIS OWN EXPENSE. 16. ALL INSTRUMENTS, APPARATUS AND EQUIPMENT SHALL BE TESTED AND PROVED TO BE ELECTRICALLY AND 57. IDENTIFICATIONS: IDENTIFY EACH INDIVIDUALLY MOUNTED MOTOR, STARTER, DISCONNECT SWITCH, MECHANICALLY WITHOUT DEFECTS. THE ELECTRICAL SYSTEM SHALL BE TESTED FOR GROUNDS OR SHORTS. IF DISTRIBUTION PANEL, CONTROL PANEL, ETC. WITH A NAMEPLATE BEARING THE DESCRIPTION AND TAG OF THE THERE IS TROUBLE WITHIN THE CIRCUIT WIRING, ALL SHORTED OR GROUNDED WIRES SHALL BE REPLACED EQUIPMENT CONTROLLED. AND THEN RETESTED. ALL METERS, CABLES, EQUIPMENT OR APPARATUS NECESSARY FOR MAKING ALL TESTS SHALL BE PROVIDED AND PROVIDED BY THIS CONTRACTOR. 58. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON THE DRAWINGS. THE 17. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, ELECTRICAL CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY MODIFICATIONS REQUIRED BASED UNCRATING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE, VANDALISM, THEFT OR WEATHER DURING ON EXISTING CONDITIONS, FOR DEMOLITION OF EXISTING WORK AND INCLUDE ALL MATERIALS AND LABOR IN CONSTRUCTION FOR ALL NEW EQUIPMENT PROVIDED BY THE ELECTRICAL CONTRACTOR OR PROVIDED BY HIS BID PRICE. NO ALLOWANCE SHALL BE MADE FOR FAILURE TO DO SO. OTHER PARTIES TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. 59. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATING, MAINTENANCE AND REPAIR. MINOR 18. THE ELECTRICAL CONTRACTOR SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES, INSPECTIONS DEVIATIONS FROM DRAWINGS, WITH NO MATERIAL COMPROMISE rN QUALITY, MAY BE MADE TO ACCOMPLISH THIS, AND TAXES APPLICABLE TO THE ELECTRICAL WORK AND SHALL BE INCLUDED IN THE BASE BID AS PART OF THiS CONTRACT. BUT CHANGES OF MAGNITUDE AND/OR CHANGES WHICH RESULT rN EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL BY THE OWNER'S REPRESENTATIVE. 19. THE ELECTRICAL INSTALLATION IS TO BE IN THE STRICT ACCORDANCE WILL ALL APPLICABLE LOCAL, STATE AND FEDERAL RULES, REGULATIONS AND CODES OR ANY OTHER AUTHORITIES HAVING LAWFUL JURISDICTION, INCLUDING 40. ANY DAMAGE, TO EXrSTING STRUCTURES, UTILITIES, VEGETATION, ETC. NOT SCHEDULED FOR DEMOLITION OR ANY LOCAL UTILITY COMPANY REQUIREMENTS. REMOVAL, INCURRED DURING CONSTRUCTION, WHETHER INCIDENTAL OR ACCIDENTAL, SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 20. ALL EQUIPMENT/DEVICES PROVIDED BY THE ELECTRICAL CONTRACTOR SHALL BE NEW AND OF FIRST QUALITY AND SHALL BEAR THE APPROPRIATE UL OR GSA APPROVED LABELS FOR SPECIFIC PURPOSE. 41. TELEPHONE, SECURITY, MUZAK, CCTV AND DATA SYSTEMS ARE BY OTHERS. SEE ARCHITECTURAL DWGS. ALL MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC). FOR LOCATION OF ALL SYSTEM PANELS AND DEVICES, 42 EXACT LOCATION OF ELECTRICAL PANELS SHALL BE DETERMINED IN THE FIELD. 21. ALL WIRE AND CABLE SHALL BE COPPER WITH BO0 VOLT INSULATION. MINIMUM WIRE SIZE SHALL BE SIZE #12 AWG (WITH THE EXCEPTION OF CONTROL WIRING). WIRE SIZE #10 AWG AND SMALLER SHALL BE SOLID AND ALL CABLE SIZE #8 AWG AND ABOVE SHALL BE STRANDED, WITH '*TYPES" AS FOLLOWS: "THHN" GREATER THEN OR EQUAL TO #6 AWG FEEDER AND BRANCH CIRCUIT WIRING ABOVE FINISHED FLOORS AND AREAS NOTE SUBJECT TO MOISTURE: "XHHW" FEEDER AND BRANCH CIRCUIT WIRE IN FINISHED FLOORS AND/OR SUBGRADE RUNS OR AREAS SUBJECT TO MOISTURE - ONLY. 22. NO HOLES OR RECESSES MAY BE CUT IN WALLS, FLOORS, CEILINGS, OR ANY PART OF THE BUILDING TO DEMOLITION NOTES ADMIT CONDUIT OR OTHER WORK OF THIS CONTRACT WITHOUT PRIOR SUBMISSION TO AND REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE. WORK SHALL BE PERFORMED BY COMPETENT PERSONS 1. IN AREAS WHERE DEMOLITION WORK IS REQUrRED, THE ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE, SKILLED IN THrS FIELD IN A NEAT AND CRAFTSMAN LIKE MANNER. ANY CUTTING, DRILLING, CORING, ETC. DISCONNECT AND REMOVE ALL LIGHTING, RECEPTACLES, SWITCHES, INTERCOM SPEAKERS, PLUGMOLD, SHALL BE DONE WET TO MINIMIZE THE SPREAD OF DUST. PROVIDE DUST PROTECTION AS APPROVED BY COMPUTER NETWORKING WIREMOLD AND POWER RECEPTACLES AND ANY OTHER DEVICES THAT WILL BE OWNER'S REPRESENTATIVE. THE PORTIONS CUT MUST BE RESTORED TO THEIR ORIGrNAL CONDITION AT THE AFFECTED BY THE DEMOLITION WORK. ALL WIRING AND CONDUIT SHALL BE REMOVED BACK TO PANELS WHERE EXPENSE OF THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COSTS FOR THEY ORIGINATE. ALL CUZBNG AND PATCHING REQUIRED FOR THE ELECTRICAL WORK IN THE BASE BID. EXACT LOCATION OF CONDUIT PENETRATION(S) SHALL BE DETERMINED IN FIELD. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE BYPASS CIRCUITRY AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TO ANY DEVICES THAT ARE EXISTING TO REMAIN AND NOT AFFECTED BY DEMOLITION WORK. 25. PROVIDE SLEEVES FOR PENETRATIONS THROUGH BLOCK OR CONCRETE WALLS AND FLOORS. 5. ALL EXISTING WIRE, CABLE, JUNCTION BOXES ETC. THAT ARE RUN THROUGH THE EXISTING CEILING SPACE AND TO REMAIN SHALL BE SECURED TO THE STRUCTURAL MEMBERS AT A MINIMUM OF 12" ABOVE NEW PROPOSED CEILING HEIGHT. 4. ALL ELECTRICAL EQUIPMENT THAT IS REMOVE SHALL BE TURNED OVER TO THE OWNER REPRESENTATIVE. ANY BEVICES OR EQUIPMENT THAT THE BANK DOES NOT WISH TO RETAIN SHALL BE REMOVED FROM THE SITE BY THIS CONTRACTOR. ANY BATTERIES AND BALLASTS THAT ARE TO BE REMOVE SHALL BE DISPOSED OF IN A MANNER THAT IS REQUIRED BY ANY STATE AND/OR FEDERAL ENVIRONMENTAL REGULATIONS' REGARDING SUCH EQUIPMENT. 5. SEE DRAWING DE-1 FOR DEMOLITION PLAN. ELECTRICAL SYMBOL LIST ELECTRICAL SYMBOL LIST ABBREVIATIONS (~ JUNCTION BOX [] TIME CLOCK PROVIDED BY MC WIRED BY EC DWG DRAWING So WALL MOUNTED SINGLE POLE SWITCH LEVITON DECORA SERIES. LEFrER DENOTES LIGHTS CONTROLLED ~ TRANS VOLTAGE SURGE SUPRESSOR TYP TYPICAL ST HORSE POWER RATED SWITCH WITH THERMAL OVERLOAD  CLG CEILING Sos AUTOMATIC WALL SWITCH/OCCUPANCY SENSOR COMBINATION PULL CORD, RAULAND/BORG MODEL #R4KPCIO, MOUNTED 46" AFF WATTSTOPPER CAT.# WS200 OR EQUAL EC ELECTRICAL CONTRACTOR 4~) POWER DUPLEX OUTLET [~ DUAL BED STATION WITH CFI GROUND FAULT CIRCUIT INTERRUPTE SPEAKER, RAULAND/BORG MODEL #R4K12A, MOUNTED 46" AFF DEDICATED POWER DUPLEX OUTLET EXIST EXISTING (~DC COMPUTER POWER DUPLEX OUTLET ~ WITH SPEAKER, RAULAND/BORG MODEL #R4K22A, MOUNTED 46" AFF EM EMERGENCY SINGLE BED STATION ~ QUAD OUTLET POWER ~: DEDICATED POWER QUAD OUTLET MC MECHANICAL CONTRACTOR ~ LIGHT, RAULAND/BORG MODEL #CLV122, MOUNTED ABOVE DOOR 80" AFF 2 BULB VISUAL CORRIDOR COPIER DEDICATED COPIER POWER DUPLEX OUTLET TVSS TRANSIENT VOLTAGE SURGE SUPPRE (~D INSTALLED @ 56" A.F.F. CURRENT TECHNOLOGY CAT # [~ COP 80-120/208-36Y SHALL BE DUTY STATION WITH SPEAKER, RAULAND/BORG MODEL #R4KDY, MOUNTED 46" AFF WITH INTEGRAL CIRCUIT BREAKER REF DEDICATEB REFRIGERATOR POWER DUPLEX (J~) OUTLET INSTALLED ~ 58" A.F.F. F~ LCP LIGHTING CONTROL PANEL WATTSTOI STAFF STATION WITH SPEAKER, RAULAND/BORG MODEL #R4KSS, MOUNTED 46" AFF INTEGRATOR SERIES. SEE LIGHTING MICRO. DEDICATED MICROWAVE POWER DUPLEX A PANEL NOTES ON DRAWING E-3. (~) OUTLET - SEE ARCHITECTURAL DWBS. FOR MOUNTING HEIGHT. [~ MAGNETIC DOOR CONTACT RM ROOM GFI WALL MOUNTED GROUND FAULT (~D CIRCUIT INTERUPTER OUTLET. (~) PROVIDE A BOCK BOX WITH CONDUIT SLEEVE AT THERMOSTAT LOCATIONS. (42) (42) ABOVE COUNTER WALL MOUNTED ,ui~'"~[~ POWER OUTLET-SEE NUMBER IN (~) PROVIDE A BACK BOX AND CONDUIT SLEEVE AT TEMPERATURE SENSOR LOCATIONS. PARENTHESIS FOR HEIGHT TO CENTERLINE. FLOOR MOUNTED 'DOGHOUSE'-TYPE FLOOR OUTLET FOR POWER AND DATA NEW SURFACE MOUNTED ELECTRICAL PANEL 'A' A SEE PLANS FOR LOCATION CONDUIT HOMERUN CONCEALED IN WALLS OR CEILINGS. 3/4" CONDUIT UNLESS OTHERWISE NOTED. ONLY 2#12 AWO WIRES PER CIRCUIT (TYPICAL). PROVIDE GROUND WIRE FOR EACH CIRCUIT. ARROWS INDICATE CIRCUIT QUANTITY CONDUIT TRENCHED IN SLAB MOTOR LIGHT FIX IURE LEGEND (SEE CEILING PLANS FOR SPECIFIC FIXTURES WHICH APPLY TO THIS PROJECT) DESC: NEW 2X2; SURFACE MOUNTED FLORESCENT LIGHT FIXTURE DESC: NEW 18" DIA. SURFACE MOUNTED FLORESCENT LIGHT FIXTURE W/PRISMATIC LENSE I · MANF: VISA LIGHTING MANF: LEGION LIGHTING .k. ~ MODEL: CM 1 lO05QF26-BRNZ-CF15 MODEL: 42-420-BFO17-OCT-CF15~' Q LAMPING: BQF26 LAMPING: 5-F017-OCT FINISH: BRONZE FINISH: NOTE: TYPE: A3 M DESC: NEW 2X2; SURFACE MOUNTED FLORESCENT LIGHT FIXTURE W/PRrSMATIC 2" ~ TYPE: Q1 i DESC: NEW 26" DIA. SURFACE MOUNTED FLORESCENT LIGHT FIXTURE LENSE · MANF: VISA LIGHTING MANF: LEGION LIGHTING MODEL: CMl 102Z~QF26-BRNZ-CF15 MODEL: 42-420-SFO17-OCT-DL-CF15 ~ Q1 LAMPING: 5QF26 LAMPING: 5-FO17-OCT FINISH. BRONZE FINISH: NOTE. NOTE: WET LOCATION FIXTURE TYPE: B {. TYPE: TN ~ DESC: NEW 2X4; SURFACE MOUNTED FLORESCENT LIGHT FIXTURE W/ 18 CELL DESCRIPTION: LBL LIGHTING, 48" DIAMETER FUSION MONORAIL KIT #FUSIONKIT4RD PARABOLIC LOUVER HEAB: BARE MR16 LAMP WITH SWIVEL HEAD, HBMR16/SC/O1/1A/50/MRL MANF: LEGION LIGHTING TH MODEL: 542-552-PB 18/SEBO-CF15 LAM PING: 5-FO52-OCT-T8 FINSH: NOTE: [~ TYPE: 62 TYPE: UC 62 DESC: NEW 2X2; SURFACE MOUNTED FLORESCENT LIGHT FIXTURE W/ 9 CELL DESC: NEW LOW PROFILE UNDERCABINET FLORESCENT LIGHT FIXTURE PARABOLIC LOUVER UCXX MANF: COLUMBIA LIGHTING MANF: LEGION LIGHTING MODEL: UCSXX- 108-EXXX-WSW-CF15 MODEL: 542-2U51-PB9/BEBO-CF15 LAMPING: 8 WATT T8 LAMPING: 2-F051 -OCT-T8 FINISH: FINSH: NOTE: PROVIDE WITH ON/OFF ROCKER SWITCH NOTE: NOTF: NUMBER IN NOMENCLATURE SUFFIX DENOTES FIXTURE LENGTH ~ CW TYPE: CW 6" ~ TYPE: WS DESC: NEW RECESSED COMPACT FLORESCENT DOWNLIDHT FIXTURE W/ TL65PB WS DESC: NEW 16" HIGH WALL SCONCE FLORESCENT LIGHT FIXTURE TRIM MANF: VISA LIGHTING MANF: PRESCOLITE MODEL: C65550-1F27-PTD-BRNZ-CF15 MODEL: FT6CFTL65PB-CF15 LAMPING: 27 WATT LONG TWIN TUBE LAMPING: 1-26 WA~ TRIPLE TUBE FINISH: BRONZE FINISH: NOTE: NOTE: 1 HR. FIRE RESISTANT NOTE: WET LOCATION (~) D TYPE: D ~ TYPE: WP DESC: NEW 6" RECESSED COMPACT FLORESCENT DOWNLIGHT FIXTURE W/ TO8 WP DESC: NEW 16" HIGH EXTERIOR WALL SCONCE FLORESCENT LIGHT FIXTURE TRIM MANF: VISA LIGHTING MANF: PRESCOLITE MODEL: OWIO40-2QF15-PTD-BRNZ-CF15 MODEL; FT6CETL65PB-CF15 LAMPING: 15 WAZr QUAD TUBE LAMPING: 1-26 WATr TRIPLE TUBE FINISH: BRONZE FINISH: NOTE: EXTERIOR, WET LOCATION NOTE: 1 HR. FIRE RESISTANT 1 DESC: NEW 6" RECESSED COMPACT FLORESCENT DOWNLIOHT FIXTURE W/ TL65PB BBC: NEW SURFACE MOUNTED LED EXIT LIGHT FIXTURE TRIM MANF: DUAL LITE MANF: PRESCOLITE MODEL: LXURWE-CF15 MODEL: ETBCFTL65PB-CF15 LAMPINO: LED LAMPING: 1-26 WAZr TRIPLE TUBE FINISH: STANDARD FINISH: NOTE: ARROW DENOTES EXIT DIRECTION NOTE: 1 HR. FIRE RESISTANT ~) D2 TYPE: D2 TYPE: PK DESC: NEW D' RECESSED COMPACT FLORESCENT DOWNLIBHT FIXTURE W/ TO8 ~ DESC: NEW EXTERIOR FULL CUTOFF COMPACT WALLPACK LIGHT FIXTURE TRIM PK MANF: HUBBEL MANF: PRESCOLITE MODEL: NRG1111 B-CF15 MODEL: FT6CFTL65PB-CF15 LAMPING: 100 PS XXX LAMPrNG: 1 26 WA~T TRIPLE TUBE FINISH: BRONZE FINISH. NOTE: EXTERIOR, WET LOCATION NOTE: 1 HR. FIRE RESISTANT NOTF: MOUNT AT EXISTING HEIGHT OR AS PER LOCAL REQUIREMENTS TYPE: OB ~1~ THIS SYMBOL INDICATES AN EMERGENCY POWERED FIXTURE, FIXTURE TYPE MAY VARY, I I DESC: NEW 5'-0" SPECIFICATION GRADE BED LIGHT FIXTURE~ SEE NOTE #2. OB MANF: COLUMBIA LIGHTING MODEL: PRS-2U 1D25-EXXX-4PSW-CF15 LAMPING: B-25 WATT, T8 FINISH: NOTE: PROVIDE 4 WAY PULL CHAIN SWITCH TYPE: OM [ ] DESC: NEW 2'-0" SPECIFICATION GRADE BED LIGHT FIXTURE OM MANF: COLUMBIA LIGHTING MODEL: PR2-2U lB 17-EXXX-DL--CF15 LAMPING: 5-17 WATT, T8 FINISH: NOTE: WET LOCATION NOTES: 1. ALL LIGHT FIXTURES SHALL BE NEW YORK CITY APPROVED WHEN PROJECT IS LOCATED IN THE CITY OF NEW YORK. 2. WHERE BUILDING IS NOT EQUIPPED WITH AN EMERGENCY STANDBY GENERATOR, LIGHT FIXTURES DESIGNATED AS EMERGENCY FIXTURES SHALL BE EQUIPPED WITH EMERGENCY BALLAST, DESIGNATION "EM" (BATTERY BACKUP). 3. WHERE RECESSED FIXTURES ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIFFERENTIATE BETWEEN SHEET ROCK AND ACOUSTIC TILE (GRIDDEB) INSTALLATIONS AND TO ORDER FIXTURES (IN THE CORRECT QUANTITIES) WITH THE APPROPRIATE MOUNTING FLANGES FOR THE CEILING SYSTEMS SHOWN ON THE DRAWINGS. 4. REFER TO ENGINEERING DRAWINGS FOR VOLTAGE. ~SOR QUlPT. ~ER ONTROL ! ! ! ! NEW EMDP 400A PANEL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR PROVIDE ELECTRICAL WARNING TAPE 18' BELOW FINISHED GRADE LOCATED DIRECTLY ABOVE THE NEW EMERGENCY POWER FEEDER. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CUTI'ING AND PATCHING OF THE EXISTING DRIVEWAY. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATNE FOR THE ROUTING OF THE IN GROUND EMERGENCY FEEDER. 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A NEW 400 AMP AUTOMATIC TRANSFER SWrFCH (ATS) ON THE EAST END OF THE SOUTH WALL IN THE BOILER ROOM. SEE PARTIAL POWER PLAN FOR EXACT LOCATION. 5. PROVIDE A NEW TWO SECTION, 400 AMP, 120/208 VOLT, ;~ PHASE WIRE PANEL BOARD. EACH SECTION SHALL HAVE ¢2 CIRCUITS. MOUNT NEW PANEL ABOVE THE EXISTING TROUGH NEXT TO THE NEW 400 AMP ATS. SEE PARTIAL POWER PLAN FOR EXACT LOCATION. 6. ALL EXISTING BRANCH CIRCUITING FROM THE REMOVED 200 AMP PANEL BOARDS SHALL BE INSTALLED IN THE NEW 4-00 AMP PANELS. THE ITEMS TO BE INSTALLED ARE ALL EXISTING BOILER CIRCUmNG, HOT WATER CIRCULATORS, BOILER ROOM CONTROLS, FIRE ALARM, SPRINKLER SYSTEM ALARMS, BASEMENT CORRIDOR LIGHTS, WATER SOFTENER, KITCHEN FREEZERS AND REFRIGERATOR, EXISTING SOUTH WING NURSE CALL SYSTEMS, EXISTING VENTILATING AND EXHAUST FANS, WANDER GUARD BOXES, DELAYED EGRESS ALARMS, THE GOOD SHEPHERD DINING ROOM, FRONT OUTDOOR UGHTS, GROUND LEVEL EXIT LIGHTS,GROUND LEVEL EMERGENCY LIGHTS AND THE EAST PARKING LOT UGHTS. THE 125 KW GENERATOR SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL DEMOLITION NOTES 1. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT ALL AND REMOVE EXISTING FEEDER FROM THE MDP TO THE 200 AMP ATS. 2. REMOVE THE EXISTING ATS AND FEEDERS TO THE TWO (2) EXISTING EMERGENCY POWER PANELS. REMOVE AND DISCARD BOTH EMERGENCY PANELS. ALL EXISTING CIRCUITING SHALL BE REUTILIZED. DO NOT DAMAGE EXISTING BRANCH CIRCUITRY. 5. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT ALL WIRING FROM THE EXISTING GENERATOR AND REMOVE THE GENERATOR. 4. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE THE EXHAUST PIPING TO THE EXISTING GENERATOR. 5. BEFORE REMOVAL OF ANY EMERGENCY POWER SUPPLY THE ELECTRICAL CONTRACTOR SHALL HAVE NEW GENERATOR IN PLACE WITH ALL NECESSARY WIRING READY FOR CONNECTION. THE EMERGENCY POWER DOWN TIME SHALL BE KEPT TO A MINIMUM. / / / / PARTIAL SITE POWER PLAN SCALE: 1/6" = 1'-0' NEW ATS LOCATION. NEW 125 KW GENERATOR PROVIDE (4.) #500 COND. AND (1) 1/0 GND. IN 4-' SCHEDULE 80 PVC BURIED 5' BELOW FINISHED GRADE. PROVIDE (1) SCHEDULE 80 PVC WITH A DRAG LINE FOR GENERATOR CONTROL WIRING. COORDINATE THE FINAL ROUTING ON THE FIELD F --1 BOILER #2 FP-~2~ __ EXISTING EXISTING WHRCP BOILER #5 BOILER I FP-3 BOILER CONTROL PANEL CELLAR BOILER ROOM DEMO PLAN SCALE: 1/4"= 1'-0" JMDP 200 AMP 2 SECTION ~00 AMP ATS ii --1 BOILER ~¢~ Il BOILER FP-~2[~ NEW LIGHTING ICONTACTOR 12 DRY CONTADTS, 1 coIL, CONTROLLED BY EXISTING TIIME CLOCK / I NEW EMDP 4.00 AMP.2 SECTION WHRCP BOILER BOILER I BOILER CONTROL PANEL EMDP-#B2 CELLAR BOILER ROOM POWER PLAN SCALE: 1/4" = 1'-0" ;/ ~TT~NI KEY PLAN DRAWINGS A SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglm Architect, PLLC DBA TCA ARCHITECTURE. NO REPROBUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos CompTgho Architect, PLLC. DBA TCA ARCHITECTURE THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomos Complglio, ArcMtect, PLLC. © Copyright 2008 Thomos Compiglio Architect, PLLC. DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR iSSUE PROJECT ~ENOVATIONS TO: SnSimeon_/ogo ,jp9 61700 ROUTE 48, G REENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO. (212) 686-1858 FAX NO. (212) 766-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, ME.NINE NEW YORK, NY 10016 Teh (212) 245-6300 Fax: (212) 765-8511 http://Ve~v.sterhngnyc,oom CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 6~Cl.592.2660 FACSIMILE: 651.2~2.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING CELLAR PARTIAL PART PLAN SEAL E 2 SHEET NUMBER 97 ~EpEP-E~17,1g] P - Ei~l 7,19_.1 ~-~ ~I~P-E~.2,4'I P-E#2,,~I /~I~P-E#.6,8'I P-E~6,SJ ;~_;,.-I'EPP-E~.9,1 fl IbtEP-E~9,111 t PP-1E#4;UH-1 MEP-E~29,31 MEP-E~30,32 MEP-E~4,56 ~EpEP-E~I14,1~ P-Et~14,16_.I MEP-E~22,2, POWER NOTES: EDP#29 SEE DE'rNL DRAWING OF BOILER ROOM ON DRAWING E-2 ~P-W~I.3-1 P-W1,3 J GROUND FLOOR ELECTRICAL PLAN 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DUAL POWER SUPPLY TO ALL BEDROOM PTAC UNITS. CONDENSORS SHALL BE WIRED TO A NORMAL POWER SUPPLY AND THE FANS SHALL BE WIRED TO AN EMERGENCY POWER SUPPLY. PROVIDE A JUNCTION BOX AT EACH PTAC UNIT AND USE ~' FLEXIBLE METALUC TUBING WITH A PLASTIC COATING FROM THE JUNCTION BOX TO EACH PTAC UNIT. 2. ALL DINING/RECREATION ROOMS AND OFFICE PTAC UNITS SHALL BE PROVIDED WITH A NORMAL POWER SOURCE ONLY. 3. ALL CIRCUmNO FOR PTAC UNITS SHALL RUN THE CELLAR LEVEL PROVIDE A CORE DRILLED HOLE WITHIN THE PTAC UNIT. PROVIDE A ~" CONDUIT SLEEVE THROUGH THE FLOOR. COORDINATE EXACT LOCATION OF CORE DRILLED HOLE WITH THE OWNER'S REPRESENTATNE AND THE HVAC COI~CTOR. ALL PANEL BOARDS SERVING 'R-IE PTAC UNITS ARE LOCATED ON THE FIRST FLOOR. SEE DRAWING E-4 FOR PANEL LOCATIONS. SCALE: 1/8" = 1'-0" ' ' I I MEP~_W#26,28 MEP-W~29.2~)1 EXISTING PANELS ~/ TO REMAIN 600 AMP MDP L600 AMP MDP ~ I £PP- W¢,[.'.'~, 11 lCEP-W~..~, 11 lCEP-W'#22,2~ '~ ~ P~P-IW ;£PP-W~22,24-] blEP-W'~22,24J D PP-W 1 ,12 KEY PLAN DRAWINGS & SPECIFICATIONS AS rNSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campigllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR iN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campigllo, Architect, PLLC (~ Copyright 2008 Thomas Compiglio ArchTtect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSineon_Logoa,jpg 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEW YORKr NY 10016 Tel: (212) 245-6S00 Fax: (212) 765-85~11 htr p'//kw~w.st erlin g nyc,corn CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: E31.2~2.1536 JL~ JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC 06-11-08 DRAWING GROUND FLOORELECTRICAL PLAN E 3 SEAL SHEET NUMBER 98 PP-11 2P,30A CLO PP-1E~29,3 PP-1E~8 PEC MEP- ,2,3,7,9 BED UNIT -lW~42 MEP~E SLIM 0 EXIT ~H-7 PP-1E PANTRY CORRIDOR bATH RM. ] ~P-1E ~EP-E~22,24 PP-1E RM. I PP-iE~21 I EXISTING LINK DINING AREA NOT IN SCOPE OF WORK, EXISTING DINING AND RECREATION AREA = 1,782 SQ. FT. REF IKITCHEN AREA NOT IN SCOPE OF WORK. REFIGERATORS TO BE ON EMERGENCY POWER. OFFICE CORRIDOR TO]LET TOILET ; STAPP 16 STATION ;~14 pp- lC~22 LObbY pp- PP-1C CH-5 WP GR ENTRY FIRST FLOOR ELECTRICAL POWER PLAN SCALE: 1/8" = 1'-0" IN SOUND ATTENUATION ENCLOSURF PATIO PP--1C~41 PP-1W~13 W~42 OORRIDOF PP-1C#26 :Ec PP-1( CORRIDOR BATH DOUBLE ' RM. TUB I ED · 1 w~34,36 PP-11 ~36 PP-IW#20 BATH ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A JUNCTION BOX WITH IN THE PTAC UNIT FOR CIRCUITRY CONNECTION TO THE UNIT. ALL CIRCUITRY SHALL RUN THE CELLAR LEVEL. 2. ALL BEDROOM RECEPTACLE SHALL BE AFCl ~YPE. 3. ALL EAST WING RECEPTACLES SHALL BE PROVIDED WI1H A PROTECTIVE FINISH PLATE FOR THE SAFETY OF THE PATIEN'IS. 4. SEE THE ELECTRICAL RISER DIAGRAM FOR ALL PANEL AND FEEDER SIZES. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BACK BOX AND A CONDUIT SLEEVE WITH A DRAG LINE AT ALL THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS. 6. RELOCATE THE EXISTING PUBLIC ADDRESS SYSTEM CIRCUIT FROM THE E~ISTING MECHANICAL CLOSET PANEL TO PANEL 'MEP-A' LOCATED IN THE ATflC. 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BACK BOX AND CONDUIT SLEEVE WITH A DRAG LINE FO~ }CE/DATA WIRING. PP-lWf~I BATH lWf~ OFFICE DOUBLE KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Camp~§lia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITIEN AUTHORIZATION OF Thomas Cempigha Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WNI~EN CONSENT OF TCA ARCHrTECTURE, Thomas Compigha, ArcMtecL PLLC. {~ Copyright 2008 Thomes Compiglia Architect, PLLC. DBA, }CA ARCHITECTURE ISSUED TO BID ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logo2,jp9 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE. INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NBA/YORK, NY 10016 TEL. NO (212) 686-1858 FAX NO. (212) 765-b511 PROJECT MANAGERS. STERLING STERLING MANAGEMENT, INC, 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300. Fax. (212) 765-8511 http ://www.ste rling nyc.co m CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO PROJ, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-~1-08 DRAWING FIRST FLOOR ELECTI~CAL POWER PLAN SEAL E 4 SHEET NUMBER 99 MEP-E~21 - ^H-~ Et~25 MEP-E#27 AH-1 MEP-Ai~1.3 MEP-A~5.7 CP-3 aEP-A#Z AH-7 /I cP-2 ( EXISTING EXISTING EXlS~TiNG EXISTING EXiS~T~NG MEP ELECTRICAL NOTES THE ELECTRICAL CONTRAC'TOR SHALL PROVIDE 3-POLE DISCONNECTS FOR ALL AHU UNiTS. SEE PANEL SCHEDULES FOR SIZES REQUIRED. MEP-Wt~21 MEP- ~25 - #27 MEP-A~24' MEP-A~8,, Cp-~. AH-8 14,16 CP--8 ( MEP-A#5,7 cP-5 ( E#38 MEP-Ai~29 MEP-A~13,15 CP- 11 MEP-AC110,12 ELECTRICAL ATTIC PLAN SCALE: 1/8" = 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thames Campiglia Architect, PLLC DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~fEN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTrES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI%FEN CONSENT OP TCA ARCHITECTURE, Thomas Cemplglle, Architect, PLLC. ©Copyright 2008 Thomas Campiglie Archltecl, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: Sngimeon_Logoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROd ECT MANAGEMBNT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2PARKAVENUE, MEZZANINE NEWYORK, NYID016 Tel' (212) 245-6300, Fax: (212) 765-8511 http,//~,stedingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLAND~, HY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252.1536 JLA JOB~ 0~AE-00174 CONSULTANT CONSULTANT CLIENT PROd, NO. PRO& NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC ~ 06-11-08 DRAWING ELECTRICAL ATTIC PLAN SEAL E 5 SHEET NUMBER 100 ! ! ! ! bo-IE bo-IE~5 bo-IE LP-ll ae a O bo-~,E~5 a 0 LP-~Et7 bo-~E bo-IE~7 bo-1 RFP-Et{30 EPP-Ef30 ~ , ,m , ,. [~oP-E~32 bo-lEf7 bo-lEI7 ~ EXISTING DINJNG AND RECREATION AREA = 1,782 SQ. FT. LIGHTING NOTES 1. ALL WALL SCONCES IN THE EAST CENTER OF BUILDING THROUGH THE EAST WING SHAll BE CIRCUITED TO LP-1E~7. UGHTING CONTROL AT THE CENTRAL NURSE STATION SWITCH 2. ALL WALL SCONCES IN THE WEST CENTER OF THE BUILDING THROUGH THE WEST WING SHALL BE CIRCUITED TO LP-1W~13. LIGHTING CONTROL AT THE CENTRAL NURSE STATION SWITCH 'f'. 3. ALL EXTERIOR UGNT FIXTURES AT EXITS SHALL BE ON EMERGENCY CIRCUITS. 4. ALL EXISTING EAST PARKING LOT UGNTING SHALL BE RECONNECTED TO PANEL 'EMDP' IN THE BOILER ROOM CONTROLLED BY AN EXISTING TIME CLOCK. 5. ALL BEDROOM WALL MOUNTED FIXTURES SHALL BE OPERATED BY A SWITCH PROVIDED ON THE FIXTURE. 6. ALL CORRIDOR EMERGENCY UGHTS SHALL ALSO SERVE AS A NIGHT UGHT. 7. ALL EXIT EGHTING SHALL BE CIRCUITED TO AN ~dERGENCY PANEL AND SHALL HAVE A BUILT IN EMERGENCY BALLAST. REF o EPP-WI3S 0 EPP-~54 ']1 PATIO bo-_IWt7 bo-l~ WI5 LP~WI5 bo-lWt9 bo-lW bo-l¥  bo-lW LP-lW~,I, bo:IW~I4 bo-IWI6 ~m LP-1W Wt{4 ~- 1~=~-' JlLP- 1 Wtl'l' bo-JW~q LP-I~ EM/NL EPP-W~8 LIN c c b LP-IW~8 bo-lW~8 ~ LP-IEI8 1~-1.[~13~,1.P- 1Et'~3 bo-l,[~l 3~,bo-1~13 bo-&t'8 bo-1W~14 .... ,,ri bo-12~8 oc (Oxo~o~ (,~7~ % bo-?w;,o b o~ bo_~w~8~o D -- - bo-lwl. ~. bo-lWt8 bo-lwl8.&bo ~ ~1 LP-LE~13~ bo_,~l,3 LP-1E~I~\ .~ LP-~E~8 __ CL 0 ~b 0 , _ ~ __ ~_1~13~ - ~_Et13~ ME O ~Wt14 ~-1Wt14~ b ~-1Wt14 - c O c ~-1~ o " ~Et3 o ~ ~.. .. ~ ~-~18 ' b ~-~IH O ~ ~-1%~8 ' · -1~3 ~- F - ~ ~-1~11 ~ ~-1E~11 ~ g= ~-?/14 ~-~W~1~_1W~14 ~TO~. ~IW~3 ~ bI · ~E~3 ~-1E~3 j ~P-~ ~ a _ ~ ~ ,~ ~ ~.~Ou O-b ~ Ob Ob J ~ ~-1W~14 _ b ~ ~ , ~-~w~8 c ~ 0 ~.~ ~ 1E bo-mr6 bo-1£~2 LP-1E (~iQ --LP-1E~12 LP-Iic~ LP-1E~16 ~-'~E~16 LP-1Et{16 bo-1W~12 W~10 ~1o I[:[:~ 0 b ~ b ~ b LP-lW~12 bo-IE t'2 bo-ll LP-1E EPP-E,~30 6 (E~a bo-1E~14 J bo-lW bo-lW~lO b° 0 bo 10 -- LP-1W I~1a 0 1E~2 LIN LP-1E~12 bo-1~7 bo-IE __ ~ bo-l~ 10 bo 10 bo-IE~I bo-IE bo-IEt,O bo-lWl  1Ell bol~£t6 bo-IE~IO bo-lE  (~lLPa._,£~l bo-IE~IOS'b=~ bo-IE~6 LP-1E~I C)a EPP-1~32 ~ 0 LP-1E 0 c 0 ' ~ ~ c 115 bo-1E'15 bo-IE~)5 Ob {~ {~ , EPP-E~36 EPP-£~36 SI-BED DEMENTIA UNIT, LP-lWt6 OdLIN ~ LP-1Tt LIN (~)d LP-1W 31-BED NURSING UNIT FIRST FLOOR ELECTRICAL LIGHTING PLAN SCALE: 1/§" = 1'-0" KEY PLAN DRAWINOS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglla Architect, PLLC. DBA TCA ARCH[TECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE wRrTFEN AUTHORIZATION OF Thomas Campigl;a Architect, PLLC, DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Camplgria, Architect, PLLC, 8/27/08 ISSUED TO BrD 8/12/08 iSSUED TO BLDG. DEFT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logoa,jp9 61700 ROUTE 48, G REENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGEME~F THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO (212) 686-1858 FAX NO. (212) 765-8511 STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245-6300 Fax (212) 765-8511 ht~p://www sterlingnyc cam CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLAND~, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631,232.1536 JLA JOBI~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR ELECTRICAL LIGHTING PLAN SEAL E 6 SHEET NUMBER 101 ! ! DOUBLE DOUBLE B BATH DOUBLE BED B.R, GLO D D DOUBLE UNIT LIN LIN 15ED UNIT LIN CORRIDOR 0 BATH EXIT PASSABE PM, SLIM EXISTING LINK Jl REF EXISTING DINING AND RECREATION AREA - 1,782 SQ. FT. J URS CA L S STE NOTES° [] 1. PROVIDE THE RESPONDER 4,000 NURSE CALL SYSTEM FROM PAULAND/BORG. THIS SYSTEM SHALL INCLUDE A NETWORK INTERFACE MODULE. PERIPHERAL INTERFACE PORT, SERIAL POR~r ADAPTER. MARQUEE CONTROI IFR, 25 wA'n' PAGING AMP, RECHARGEABLE BA"n'ERY BACK-UP, MAIN POWER SUPPLY AND A K-BUS TERMINATION BOARD. 2. THE EAST AND WEST WINGS SHALL EACH SHALL HAVE THEIR OWN STAND ALONE NURSE CALL SYSTEM. 3. REMOTE ANNUNCIATORS SHALL BE PROVIDED FROM EACH WINO TO THE CENTRAL STAFF STATION. 4. PROVIDE BACK BOX AND CONDUIT SLEEVES FOR ALL NURSE CALL SYBIEM DEVICES. SEE LEGEND BELOW FOR ALL DEVICE MOUNTING HEIGHTS, 5. PROVIDE A DOOR CONTACT AT EACH EXIT FROM EACH WINO. WHEN ANY DOOR IS OPENED AN ALARM SHALL SOUND wm-I IN THE NURSE CALL SYSTEM. 6. PROVIDE ONE (1) CAT. 5 CABLE FROM EACH ROOM NURSE CALL INITIATING DEVICE TO THE CORRIDOR MOUNTED NOTIFICATION LIGHT, PROVIDE A CAT. 5 HOMERUN FROM EACH CORRIDOR UOHT TO THE NURSE CALL CONTROL PANEL -f- PATIO BATH DOUbLB -- D G PANTRY CORRIDOR B OFFICE PEC CORRIDOR CEST WiNG PANTRY CORRIDOR RM, UNIT LIN CORRIDOR TOILET PM, 5ED B BATH PM, DOUBLE CALL SE CALL :ONDER LOBBY FOYER ~NTRT ~ECBPTION [] [] [] DOUBLE BED B.R, BATH TOILET TUB 14 BED UNIT CORRIDOR FIRST FLOOR NURSE CALL SYSTEM SCALE: 1/8" = 1'-0" PLAN NURSE CALL SYSTEM LEGEND PULL CORD, RAULAND/BORG MODEL #R4KPCIO, MOUNTED 46' AFF DUAL BED STATION WFTH SPEAKER, RAULAND/BORG MODEL f~R4K12A, MOUNTED 46" AFF SINGLE BED STATION WITH SPEAKER, PAULAND/BORG MODEL ~RZFK22A, MOUNTED 46' AFF 2 BULB VISUAL CORRIDOR LIGHT, PAULAND/BORG MODEL ~CLV122. MOUNTED ABOVE DOOR 80" AFF DU'W STATION WITH SPEAKER, STAFF STATION WITH SPEAKER. PAULAND/BORG MODEL }~R4KDY, MOUNTED 46" AFT' RAULAND/BORG MODEL ~R4KSS, MOUNTED 46" AFT' NURSE CALL REMOTE ANNUNCIATOR, RAULAND/BORG MODEL I~R4-KANN DOOR CONTACT AND MAGNET WATERPROOF PULL CORD, RAULAND/BORG, MOUNTED ~6" AFF ROOM RM. ED RM, DOUBLE BED B.P. LOUNGE PM, DOUBLE BED B,R, BED __ DOUBLE BED B,R, KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVrCE ARE, AND SHALL REMAIN. THE PROPERTY OF Thomas Compiglia Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITIEN AUTHORIZATION OF Thomos Compigllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglio, Architect, PLLC, (~) Copyright 2008 Thomas Campiglla Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG, DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_logoB,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT '~RCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE- NEW YORK, NY 10016 Tel' {212) 245-6300. Fax. (212) 765-8511 htip://Www.st edmg nyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRNE SUITE 129 ISLAN~A, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JlA JOB~q 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd, NO, PROd NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FlRST FLOOR NURSE CALL SYSTEM PLAN E ? SEAL SHEET NUMBER 102 ! ! ! ELECTRICAL RISER KEY NOTES DR^WIHCS · SRED,F,CAT,BNS AS,NSTRUMENTS OE ~ PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE TWO (2) EXISTING 600 AMP, 120/209 VOLT SWITCH GEAR TO REMAIN. MODIFY CIRCUIT PROPERTY OF Thomas Campiglio Architect, PLLC. DBA VBREAKER DESIGNATIONS TO MATCH PANEL SCHEDULES. TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE (~) MADE WITHOUT THE WRITrEN AUTBORIZATION OF Thomo~ REMOVE EXISTING PANELS AND ASSOCIATED FEEDERS IN EAST AND WEST WINGS BACK Camp~gha Architect, PLLC. DBA TCA ARCHITECTURE. TO THE MAIN DISTRIBUTION PANEL LOCATED IN THE GROUND FLOOR CORRIDOR. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROdECT NAMED HEREIN AND ~) SHALL NOT SE USED BY ANY OTHER PARTIES FOR ANY PROVIDE NEW 200 AMP. 120/208 VOLT. 3 PHASE, 4 WIRE PANEL BOARDS FOR 'PP-1E' OTHER CONSTRUCTION WITHOUT THE WRI%TEN CONSENT OF AND ~PP-lW' LOCATED IN THE EAST AND WEST WINGS. PROVIDE (4) #3/0 CONDUCTORS TCA ARCHITECTURE, Thomas Camp~gl~a, Architect, PLLC. AND (1) #2 GROUND IN 2" CONDUIT TO EACH PANEL FROM THE MOP. PROVIDE TWO (2) (~)Copyright 2009 Thomas Campiglia Architect, PLLC. NEW 200 AMP CIRCUIT BREAKERS IN THE EXISTING MDP FOR EACH PANEL. 'MEP-E' TO DBA. TCA ARCHITECTURE BE FED FROM 'PP-1E' AS WELL AS 'MEP-W' TO BE FED FROM 'PP-IW'. PROVIDE A 3 POLE 100 AMP BREAKER IN EACH 'PP-I' PANEL. RUN (4) #2 AWG CONDUCTORS AND (1) #6 GROUND IN 1-1/4" CONDUIT FROM THE 'PP-1 PANELS TO THE 'HEP' PANELS. (~PROVIDE A NEW 100 AMP, 120/208 VOLT, 5 PHASE, 4 WIRE PANEL BOARD IN THE FIRST FLOOR HUB/STORAGE CLOS~I FOR 'PP-1C'. PROVIDE (4) #2 AWG CONDUCTORS AND (1) #6 GROUND IN 1-~" CONDUIT BACK TO THE MDP. PROVIDE A NEW 100 AMP, 5 POLE CIRCUIT BREAKER IN THE MDP. ~REMOVE EXISTING GENERATOR, AUTOMATIC TRANSFER SWITCH (ATS) AND TWO SECTION EMERGENCY PANELS LOCATED IN THE BOILER ROOM. ~NEW 125 KW GENERATOR IN A SOUND ATTENUATION ENCLOSURE FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PROVIDE A NEW 400 AMP ATS IN THE BOILER ROOM. SEE DRAWING E-2 FOR GENERATOR AND ATS LOCATIONS. PROVIDE (4) #500 MCM CONDUCTORS AND (1) 1/0 GROUND IN 4" SCHEDULE 80 PVC BURIED 3' BELOW FINISHED GRADE. PROVIDE (4) #500 MCM CONDUCTORS AND (1) 10 GROUND FROM THE EXISTING MDP TO THE NEW 400 AMP ATS TO THE NEW TWO SECTION, 400 AMP PANEL. <~PROVIOE TWO SECTION, 400 AMP, 120/208 VOLT, 5 PHASE, 4 WIRE PANEL A NEW BOARD FOR 'EMDP' LOCATED IN THE GROUND FLOOR BOILER ROOM. PROVIDE (4) #500 MCM CONDUCTORS AND (1) 1/0 GROUND THROUGH THE EXISTING TROUGH FROM THE ATS TO THE NEW TWO SECTION, 400 AMP PANEL. ~PROVlDE NEW 100 AMP, 120/208 VOLT, 5 PHASE, 4 WiRE EMERGENCY PANEL BOARDS 'EPP-E' AND 'EPP-W' IN THE EAST AND WEST WINGS. PROVIDE (4) #2 CONDUCTORS AND (1) #6 GROUND IN 1-Y~" CONDUIT FROM EACH NEW PANEL BACK TO THE TWO SECTION, 400 AMP EMERGENCY PANEL IN THE BOILER. PROVIDE A NEW 100 AMP, 5 POLE CIRCUIT BREAKER rN PANEL 'EMDP' TO SERVE EACH PANEL. ~PROVIDE NEW 100 AMP, 120/208 VOLT, 5 PHASE, 4 WiRE EMERGENCY PANEL BOARD 'MEP-A' IN THE ATTIC. PROVIDE (4) #2 CONDUCTORS AND (1) #6 GROUND IN 1-.v4'' CONDUIT FROM THE NEW ATTIC EMERGENCY PANEL BACK TO THE TWO SECTION, 400 AMP EMERGENCY PANEL IN THE BOILER. PROVIDE A NEW 100 AMP, 3 POLE CIRCUIT BREAKER IN THE EMDP AS OVER CURRENT PROTECTION TO THE PANEL FEEDER. <~PROVIDE A NEW 100 AMP, 120/208 VOLT, 5 PHASE,4 WIRE, 24 CIRCUIT LIGHTING PANEL 'LP 1E' AND 'LP-lW' IN THE EAST AND WEST WINGS. PROVIDE (4) #2 CONDUCTORS AND (1) #6 GROUND IN 1-~" FROM EACH LIGHT~NG PANEL BACK TO THE 2 8/27/08 ISSUED TO BID MOP ON THE GROUND LEVEL. PROVIDE A NEW 3P, IOOA CIRCUIT BREAKER FOR EACH LIGHTING PANEL. 8/12/08 ISSUED TO BLDG. DEPT. GALL GROUND FLOOR NORMAL POWER PANELS ARE EXISTING AND TO REMAIN. NO. CATE REASON FOR ISSUE tALL SOUTH WiNG NORMAL POWER PANELS ARE EXISTING AND TO REMAIN. PROJECT THE ELEVATOR MACHINE ROOM PANELS ARE EXISTING AND TO REMAIN. RENOVATIONS TO: THE ELEVATOR POWER IS EXISTING AND TO REMAIN. THE FIRST FLOOR MECHANICAL CLOSET PANELS ARE EXISTING AND TO REMAIN. SOUTH WING ' SmSimeon_[ogo ,jp9 ~ 61700 ROUTE 48, GREENPORT, NY 11944 100A'MEP-A' ARCHITECT 5¢,4W IOOA 120/208V 42 CKT 5¢,4W ML 120/208V EXISTING 42 CKT ML NEW T C A ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT A~C THOMAS CAMPIGLIA, ARCHITECT, PLLC EAST WING CENTRAL AREA WEST WING 2 PARK AVENUE, MEZZANINE NEW YORK, NY 1D016 TEL, NO. (212) 686-1858 FAX NO. (212) 765-851 ' S' ' "R lNG , 'S-WING' 'MEP-E' 'E-WING' 'LP-1E' 'PP-1E' 'EPP-E' 'MECH' 'PP1-C' 'MEP-W' 'W-WING' 'LP-lW' 'PP-1W' 'EPP-W' i 100A 100A 100A 100A 200A 100A 100A 100A 100A 100A 100A : 200A 100A · 3¢,4W 5¢,4W 3¢,4W 3¢,4W 3¢,4W 3¢,4W 3¢,4W 3¢,4W 5¢,4W 3¢,4W 5¢,4W 3¢,4W 3¢,4W 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V 120/208V ! 120/208V 120/208V 120/208V 120/208V 120/208V STERLING MANAGEMENT, INC. 42 CKT 42 CKT 42 CKT 42 CKT 42 CKT 42 CKT 42 CKT 42 CKT ~ 42 CKT 42 CKT 42 CKT 42 CKT 42 CKT 2PARKAVENUE, MEZZANINE NEWYORK, NYlO016 ML ML ML ML ML ML ML ML ML ML ML ML ML Tel: (212) 245-6300, Fax: (212) 765-8511 EXISTING NEW EXISTING NEW NEW NEW EXISTING NEW NEW EXISTING NEWG NEW NEW http:/A~vw.stedmgnyc.com CONSULTANT M£P £NGIN££R$ I LASALA & 11 OVAL DRIVE SUITE 129 FIRST FLOOR ASSOC~ATBS, ISLANOIA, NY 11749 LLP TELEPHONE: 631,592.2660 FACSIMII.[: 631.232.1556 , JLA JOB~ 08AE-00174 CONSULTANT 's-w,NG' ' I ¢ ¢ ,.'. 4OOA r 100A EXISTING EXISTING 5¢,4W 3¢,4W ) ', ATS 600 AMP 600 AMP 120/208V 120/208V --- ~ NEW 42 CKT 120/208V I ~ 120/208 120/208 42 CKT 42 CKT 225A EMD 42 CKTML ---- 'EMR'(~ ~) A~)/ '~ V. SWGR. V. SWGR. EM. PANEL EM. PANEL 3¢,4W NEW GENERATOR EXISTING 1DOA IODA lCD ' 1DDA EXISTING EXISTING 12D/ OBV /-- NEW ('~~ 5¢,4W 3¢.4W 30,4W 5¢,4W ~ ~ ~EB~] ~ SECT. 1 SECT. 2 ATS__ ,~ ~, \ / V 120/208V 120/208V 120/208V 120/208V (REPLACE) (REPLACE) EXISTING GENERATOR 42 CKT 42 CKT 42 CKT 42 CKT Iloo^l ~ ~ ~ EXISTING EXISTING ML ML ML ML t ELEV.DiSC. EXISTING EXISTING EXISTING EXISTING ~ ~ ~ ~ I ] I ~_ ~ ~ F~~ ~ TROUGH (EXISTING) 500 GALLON BASEMENT CORRIDOR 3ASEMENT CORRIDOR , -- BOILER PM. FUEL TANK CLIENT PROd NO.  PROd. NO. 16209 ) SCALE AS NOTED ELECTRICAL RISER DIAGRAM DRAW. XX CHECKED THC DATE 0~-11-06 DRAWING ELECTRICAL RISER DIAGRAM KEY PLAN SEAL SHEET NUMBER 103 PANEL BOARD TYPE: NQOD BUS SlZE:IOOA VOLTS: 120/20BY FEEDER: 150 AMPS DESIGNATION PTAC-A PTAC-A PTAC -A PTAC-A PTAC-A PTAC-B PTAC - B PTAC-B PTAC-B SPARE SPARE REMARKS: EPP-E EMERGENCY LOCATION:FIRST FLOOR EAST WING BRANCH BKRS: BOLT-ON NO. OF POLES: 42 NEUTRAL: 100% MAIN LUGS: PHASE: 5¢,4W CYCLES: 60 MAIN LUGS ONLY: LOAD (kVA) A B C 6.24 4.16 5.04 DOOR REQ'D: YES MOUNTING: SURFACE DESIGNATION PTAC-A PTAC-A PTAC -A PTAC -A PTAC-A PTAC - B CORR· RECEPTACLES NURSE CALL SYSTEM EM., EX. LIGHTING EXTERIOR LIGHTS EXTERIOR LIGHTS EXTERIOR LIGHTS SPARE SPARE SPARE TOTAL CONN· LOAD LOCATION:FIRST FLOOR PANEL BOARD EPP-W EMERGENCY WEST WlNG TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: IOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: B¢,4W CYCLES' 60 FEEDER: 150 AMPS MAIN LUGS ONLY: 3K1 WIRE CKT~ CKT WIRE CK- ~10. DESIGNATION SIZE~uK,~o.36~~?pK~,BKR BKRSIZE DESIGNATION NO 2P 2P 2 1 PTAC-A 12 ~PPQ~~20 12 PTAC-A 3 4 7 5 PTAC-A 12 /201~6~2(~ 12 PTAC-A 8 2P 0.5 2P, 10 119 PTAC-A 12 2P 0.5 2P~0 12 PTAC-A 14 12 1 S PTAC-A 12 12 PTAC-A 15 16 2P/~2P 0.3 562P 18 17 19 P TAC-A 12 //~20~ 12 PTA C-A 20 21 PTAC-B 12 2P O.B6 .36 2P 12 PTAC-A 25 24 2P O.BB 2P 26 2527 PTAC-B 12 2~/~?~ 12 PTA C-B 28 29 2p//~~12o 12 CORRIDOR RECEPTS. .30 SPARE 51 /201~8~20 12 CORRIDOR RECEPTS. 32 53 2P/~~~ 20 12 NURSE CALL SYSTEM 34 SPARE 2o 12 EM., EX· L,GHTS 56 37 BO 12 EXTERIOR LIGBTS 5B SPARE 20 SPARE 40 41 SPARE 20 ~-~/~'~-t 2O SPARE 42 I 4.68 I 4.10 L 5.52 J TOTAL CONN. LOAD REMARKS: LOCATION: PANEL BOARD PP-1 E EAST WING TYPE: NQOD BRANCH BKRS: BO'-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: 200A NEUTRAL: 100% MAIN LUGS: MOUNTING; SURFACE VOLTS: 120/20BV PHASE: B¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT ~IREI 3KT~ CKT WIRE CKT I BKRi~~BKRSiZE DESIGNATION NO. DESIGNATION SIZE NO. 1 RECEPTACLES 12:20 20 12 GFI RECEPTACLES 2 5 RECEPTACLES 12 20~~[~20 12 GFI RECEPTACLES 4 5 QUAD RECEPTACLES 12 2o~~12o 12 QUAD RECEPTACLES 6 7 RECEPTACLES 12 201~~20 12 RECEPTACLES 8 9 GFI RECEPTACLES 12 20~~~20 12 RECEPTACLES 10 '11 RECEPTACLES 12 20~~120 12 GFI RECEPTACLE 12 13 RECEPTACLES 12 201~~20 12 RECEPTACLES 14 15 GFI RECEPTACLES 12 20~~~20 12 RECEPTACLES 16 17 GFI RECEPTACLE 12 20~~120 12 GFI RECEPTACLES 18 19 RECEPTACLES 12 2011.0~:~.~_ ~20 12 GFI RECEPTACLE 20 21 RECEPTACLES 12 20~'~~20. 12 GFI RECEPTACLES 22 23 CORRIDOR RECEPTS· 12 20~~120 12 GFI RECEPTACLES 24 26 25 HP-1 10 2P 2-001 2P 12 HP-9 27 20 28 29 HP-5 6 2P 4.1 .¢42 12 HP-2 50 51 0 52 · 54 55 HP-7 10 6 HP-8 35 36 37 5p~.~1.20~20 12 CONDENSATE PUMP 38 59 PANEL 'MEP-E' 2 / ~~~20 12 C/T CFI 40 41 400 _; 5 0. 0120 12UH-1 THRU 5 42 117.58 L15.12 J17.52 J TOTAL CONN. LOAD REMARKS: LOCATION: PANEL BOARD PP- 1 C FIRST FLOOR ~PE: NQOD BRANCH BKRS: BOLT-ON NO· OF POLES: 42 DOOR REQ'D: YES BUS SIZE: IOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: 5¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT WIRE CKT~ CKT WIRE CK' NO. DESIGNATION SIZE BKRL _~A ~_~ BKR SIZE DESIGNATION NO 1 OFFICE QUADS 12 20~~2012 GF, RECEPTACLES 2 5 RECEPTACLES 12 20~1~ 20 12 GFI RECEPTACLE 4 5 QUAD RECEPTACLE 12 2o~~12o 12 QUAD RECEPTACLE 6 7 RECEPTACLES 12 201~~20 12 QUAD RECEPTACLE 8 9 QUAD RECEPTACLES 12 20~~~20 12 RECEPTACLES 10 11 QUAD RECEPTACLES 12 20 ~~120 12 RECEPTACLES 12 15 RECEPTACLES 12 20 I~~ 20 12 QUAD RECEPTACLE 14 15 QUAD RECEPTACLE 12 20[~~~20 12 QUAD RECEPTACLE 16 17 GFI RECEPTACLES 12 20~0'3~-6'1~.72120 12 RECEPTACLES 18 19 GFI RECEPTACLES 12 201~~20 12 qURSE OFF. RECEPTS 20 2P//~~~20 12 NURSE OFF. QUAD 22 21 COPIER 12 /2o~~12o 12 WEST CAF/REC RM. 24 25 25 WEST CAF/PEG RM. 12 201~~20 12 NEST CAF/REC RM. 26 27 WEST CAF/PEG RM. 12 20~1'O~-Q'D~.72~20 12 QUAD RECEPTACLES 28 29 CH-5, 6 12 20~0'6~-0 ·50120 12 CH-5 BO 51 QUAD RECEPTACLE 12 201.56/.~.55~ 20 12 ELECTRIC BD 52 55 ELECTRIC aD 12 20 ~1'5~.55~ 20 12 ELECTRIC BD 34 57 ELECTRIC BD 12 201~~20 12 ELECTRIC BD 58 [10.g7 j12.22 ]11.58 J TOTAL CONN. LOAD REMARKS: PANEL BOARD: MEP-E TYPE NQOD BRANCH BKRS: BUS SIZE: IOOA NEUTRAL: 100% VOLTS: 120/208V PHASE: 3¢,4W FEEDER: 150 AMPS DESIGNATION PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR EF-1 EF-5 EF-2 EF-7 PTAC-B ELECTRIC BED ELECTRIC BED ELECTRIC BED SPARE SPARE REMARKS: BOLT-ON NO. OF POLES: MAIN LUGS: CYCLES: 60 MAIN LUGS ONLY: LOAD (kVA) A B C LOCATION EAST WING 42 DOOR REQ'D: YES MOUNTING: SURFACE DESIGNATION PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC - B PTAC-B CH 2 CH-7 CH-1 ELECTRIC BED SPARE TOTAL CONN. LOAD PANEL BOARD: MEP-W LO C/;IE(~: FIW~ FLOOR ~'PE: NQOD BRANCH BKRS· BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE·IOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS' 120/208V PHASE: 5¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: LOAD (kVA) A B C 11.96 11.09 12.14 DESIGNATION PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR EF-8 EF-5 EF-6 EF-4 PTAC-B PTAC-B PTAC A BED REMARKS: DESIGNATION PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR -- PTAC-B CH-4 CH-5 CH-8 SPARE SPARE ELECTRIC BED ELECTRIC BED LOCATION PANEL BOARD MEP-A EMERGENCY TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: IOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: B¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: LOAD (kVA) DESIGNATION A B C DESIGNATION AH-3 AH-4 AH 5 AH-6 AH-7 AH-8 AH-9 AH-lO MOTORIZED DAMPERS AH-11 MOTORIZED DAMPERS MOTORIZED DAMPERS :UBLIC ADDRESS FSD'S EM., EX. LIGHTING MOTORIZED DAMPERS EM. EX. LIGHTS SPARE EM, EX. LIGHTS SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 5.06 4.84 4.84 TOTAL CONN. LOAD ~REMARKS: LOCATION: PANEL BOARD PP-IW WEST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: 200A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFAC VOLTS: 120/208V PHASE: 5¢,4W CYCLES: 60 FEEDER: 150 AMPS MAiN LUGS ONLY: 3K] ~IR~ 3KTI~CKT WIRE CKT ~0. DESIGNATION SIZE F~l C I NO. 3KR A BKF SIZE DESIGNATION 1 RECEPTACLES 12 20~~ 20 12 CFI RECEPTACLES 2 5 RECEPTACLES 12 20~~~20 12 CFI RECEPTACLES 4 5 IQUAD RECEPTACLES 12 20~~120 12 QUAD RECEPTACLES 6 7 REFRIGERATOR 12 201~~20 12 QUAD RECEPTACLES 8 111 RECEPTACLES 12 20~~120 12 CFI RECEPTACLES 12 15 CFI RECEPTACLES 12 20 [~~20 12 RECEPTACLES 14 15 GFI RECEPTACLES 12 20~~~20 12 RECEPTACLES 16 17 SPARE 20 ~_~20 12 SPARE 18 19 CFI RECEPTACLES 12 201~~20 12 CFI RECEPTACLES 20 21 RECEPTACLES 12 20~1'44~-~_~20 12 SPARE 22 25 RECEPTACLES 12 2of A o.9 o. J2o 12 GF, RECEPTACLES 24 2P,/~2P 1.44 2P 26 25 27 HP-6 12 //2B~ 10 HP-4 28 BB 29 HP-IO 12 6 HP-S 31 32 33 23P~2P~/~=BP 1.9 2~ HP-11 3654 35 PANEL 'MEP-W' /~~;"~.O0~Z~10 37~001~~20 12 CONDENSATE PUMP 38 59 ELECTRIC BED 20 [~~~ 20 12 UH-4 THRU 6 40 41 ELECTRIC eBB 20 ~~120 ELECTRIC BED 42 L2=oo [ 2=62 L 21. j TOTAL CONN. LOAD REMARKS: LOCATION:FIRST FLOOR LOCATION PANEL BOARD: EDP SECT. 1 BOILER ROOM PANEL BOARD: EDP SECT. 2 BOILER ROOM TYpe; NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D; YES TYPE: NQOD BRANCH BKRS; BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: 400A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE BUS SIZE: 400A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: 3¢,4W CYCLES: 60 VOLTS: 120/20BV PHASE: 5~,4W CYCLES; 60 MAIN LUGS ONLY: FEEDER: 150 AMPS MAIN LUGS ONLY: OK1 WIRE CKTl LOAD (kVA) / CKT! ¢VlRE CK1 CKT WIRE CKT] ~ CKT WIRE CKI ~10. DESIGNATION SIZE BKR A C BK~' SiZE DESIGNATION NO. NO. DESIGNATION ~IZE BKRI A J_____B____].__~.C.~**j BKR SiZE DESIGNATION NO. 1 EXISTING CIRCUIT 20 EXISTING CIRCUit 2 45 EXISTING CIRCUIT~ 20 EXISTING CIRCUIT 44 5 EXISTING CIRCUIT 20 EXISTING CIRCUIT 4 45 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 46 5 EXISTING CIRCUIT 20 ~~--120 EXISTING CIRCUIT 6 47 EXISTING CIRCUIT 20 ~.~-120 EXISTING CIRCUIT 48  20 -~ 20 EXISTING CIRCUIT 50 7 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 8 49 EXISTING CIRCUIT 9 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 10 51 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 52 11 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 12 55 EXISTING CIRCUIT 20 ~~'~'--120 EXISTING CIRCUIT 54 13 EXISTING CIRCUIT 20 -I ~_ ~ 20 EXISTING CIRCUIT 14 55 EXISTING CIRCUIT 20 [¢~'/--~ 20 EXISTING CIRCUIT 56 15 EXISTING CIRCUIT 20~"~"~~ 20 EXISTING CIRCUIT 16 57 EXISTING CIRCUIT 20 ~/~ 20 EXISTING CIRCUIT 58 17 EXISTING CIRCUIT 20 ~~/~--~j 20 EXISTING CIRCUIT 18 59 EXISTING CIRCUIT 20 ~~-~--120 EXISTING CIRCUIT SO 19 EXISTING CIRCUIT 20 I/~ 20 EXISTING CIRCUit 20 61 EXISTING CIRCUIT 20 L~- ~20 EXISTING CIRCUIT 62 21 EXISTING CIRCUIT 20 ~/~-~ 20 EXISTING CIRCUIT 22 65 EXISTING CIRCUIT 20 r~.~- ~20 EXISTING CIRCUIT 64 25 EXISTING CIRCUIT 20 ~~--120 EXISTING CIRCUIT 24 65 EXISTING CIRCUIT 20 ~..~_ j 20 EXISTING CIRCUIT 66 25 EXISTING CIRCUIT 20 L~/~-_ ~ 20 EXISTING CIRCUIT 26 67 EXISTING CIRCUIT 20[~~ 20 EXISTING CIRCUIT 68 27 EXISTING CIRCUIT 20 ~'~-~ 20 EXISTING CIRCUIT 28 69 EXISTING CIRCUIT 20~.~/'~- ~ 20 EXISTING CIRCUIT 70 29 AIR COMPRESSOR 12 20 ~O'5?~-Q~--I 20 EXISTING CIRCUIT SO 71 EXISTING CIRCUIT 20 ~~T.~%.120 EXISTING CIRCUIT 72 31 PANEL 3P/[~~ 20 12 LIGHTING CONTACTOR 32 73 EXISTING CIRCUIT 20 I..~-~_ ~ 20 EXISTING C,RCUIT 74 35 EPP-E 2 /~4'1~040~ 20 12 CANOPY LIGHTING 34 75 EXISTING CIRCUit 20 ~~~ 20 EXISTING CIRCUIT 76 5s /oo1~~':-_ 1 20 lO POLE LIGHTING 56 77 EXISTING CIRCUIT 20 I~~%_ 12o EX,ST,NG CIRCUIT 78 37 PANEL - PANEL 39 EPP-W 2 2 MEP-A 40 81 EXISTING CIRCUIT 20 ~~~ 20 EXISTING CIRCUIT 82 41 /100~~%~-B41/10C 42 83 EXISTING CIRCUIT 20 EXISTING CIRCUIT 84 L15-BE l 15.04 J 15.9 I l [ - I J TOTAL CONN. LOAD REMARKS: TOTAL NEW LOAD IS 47KVA. EC TO CONFIRM THE EXISTING LOAD PRIOR INSTALLATION. ALL CIRCUITS FROM EXISTING EMERGENCY PANEL NOT REMOVED IN DEMO PHASE SHALL BE INSTALLED INTO THIS 400 AMP, 2 SECTION PANEL· PROVIDE NEW CIRCUIT BREAKERS FOR ALL EXISTING CIRCUITS BEING UTILIZED· FIELD VERIFY CIRCUIT BREAKER SIZES. LOCATION: fFYlqTININ' MDP SECT. 1 k,L--/x''~'"'~J,/ ORD. FL. CORRIDOR TYPE: VOLTAGE: 120/208 PHASE: 3 BUS SIZE: 600 AMP NEUTRAL: 100% WIRE: 4 MAIN SM: CYCLES: 60 EQUIPMENT SERVED BRANCH CIRCUIT DESIGNATION POLES C/B FEEDER LOAD KW PANEL PP-1E - 3 200 PANEL PP-1C - 5 200 PANEL LP-1E - 3 100 SPARE TOTAL CONNECTED LOAD: 100 S-WING PANEL (EXISTING) - - - S-WING PANEL (EXISTING) - - [MR PANEL (EXISTING) - - - GND. FL. CORRIDOR PANEL - - - - 9 600 (4) #5/0 WIRE & (1) #2 GND IN 2" C. (4) #5/0 WIRE & (1) #2 GND IN 2" C. ) #2 WIRE & (1) #6 GND. IN 1-1 L~DCATION: MDP SECT. 2 (EXISTING) GND. FL, CORRIDOR TYPE: VOLTAGE: 120/208 PHASE: 3 BUS SIZE: 600 AMP NEUTRAL: 100% WIRE: 4 MAIN SW: CYCLES: 60 EQUIPMENT SERVED BRANCH CIRCUIT LOAD POLE~ DESIGNATION KW PANEL PP-lW - 3 #2 GND IN 2" C. BOILER RM. ATS - 3 PANEL LP-IW - 3 SPARE SPARE S-WING PANEL (EXISTING) - - ELEVATOR (EXISTING) - - MECHANICAL RM. PANEL(EX.', - - - 9 TOTAL CONNECTED LOAD: C/B FEEDER 200 (4) #5/0 WIRE & 400 ¢) #500 MCM WIRE 100 k) #2 WIRE & (1) lO0 lO0 900 (1) &: (1) #1/0 GND IN 4" C #6 GND. IN 1-1/4" C. REMARKS: ALL SOUTH WING, MECHANICAL ROOM, ELEVATOR PANEL AND EQUIPMENT ARE EXISTING AND TO REMAIN. LOCATION: PANEL BOARD LP-1E EAST W NG TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 24 DOOR REQ'D: YES BUS SIZE: IOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: B¢.4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: :KT ~vlRECKTI ~ l CKT WIRE CKq ~/ A~~ BKF SIZE DESIGNATION qO. DESIGNATION 61ZE BKF NO, 1 BED/BATH LIGHTING 12 20 20 12 BED/BATH LIGHTING 2 5 RECREATION LIGHT· 12 20 ~~;~ 20 12 BED/BATH LIGHTING 4 5 BED/BATH LIGHTING 12 20~~120 12 CORRIDOR LIGHTING 6 7 WALL SCONCES 20 I~~ 20 12 BED/BATH LIGHTING 8 9 PANTRY LIGHTING 12 20 ~~~20 12 TUB RM LIGHTING 10 11 BED/BATH LIGHTING 12 20 ~~ 20 12 BED/BATH LIGHTING 12 15 PANTRY LIGHTING 12 '20l~~20 12 PANTRY LIGHTING 15 LOBBY LIGHTS 20 ~~~ 20 LOBBY LIGHTS 16 17 LOBBY LIGHTS 20 ~~ 20 SPARE 18 LOBBY M HTS 20 20 SPARE20 S.AR =o =o =o P*.Z L ] [ J OTAU co. . LOA REMARKS: LOCATION: PANEL BOARD LP-IW WEST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 24 DOOR REQ'D: YES BUS SIZE: I OOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 12D/2DDV PHASE: 5¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT WIRE CKTJ LOAD (kVA) J CKf WIRE CKT NO. DESIGNATION SiZE BKRl A ~~ BKF SIZE DESIGNATION iNO. 1 BED/BATH LIGHTING 12 2o/~~2o 12 BED/BATH LIGHTING 2 5 RECREATION LIGHT 12 20 ~0.~-%~.96~_. 20 12 BED/BATH LIGHTING 5 BED/BATH LIGHTING 12 20~~120 12 CORRIDOR LIGHT. 7 BED/BATH LIGHTING 12 20 ~~ 20 12 PANTRY LIGHTING 8 9 BED/BATH LIGHTING 12 20 ~~~ 20 12 TUB RM LIGHTING 10 1 BED/BATH LIGHTING 12 20~~20 12 BED/BATH LIGHTING 12 13 WALL SCONCES 12 20 ~~ 20 12 DINING RM. LIGHTS ]5 OFFICE LIGHTS 20~~~20 12 DINING RM. LIGHTS 16 17 OFFICE LIGHTS 20 ~1~ 20 12 DINING RM. LIGHTS 18 19 SPARE 20 ~~ 20 12 NURSE STA. LIGHTS 20 21 SPARE i20 ~/~ 20 SPARE 22 RARE 120 /120 SRA E L L L I TO *. CO.*. REMARKS: KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomes CemplgliQ Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF ThoNGS Compiglia Architect, PLLC. DBA TCA ARCHITECTURE THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas C~mpigha, Architect, PLLC. 8/27/08 ISSUED TO BID 8/12/0B ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE ~OJECT RENOVATIONS TO: SnSimeon_[ogo2,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHI~CTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NBN YORK, NY 10016 TEL NO. (212) 686-1858 FAX NO· (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, lNG, 2 PARK AVENUE, MF77ANINE NEW YORK, NY lC016 Tel. (2~2) 245-6300 Fax' (212) 766-8511 ht[p://WWW.sterhngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592:2660 FACSIMILE: 6~1.232.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. "ROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED THC DATE 06-11-08 )PAWING PANEL SCHEDULES SEAL E 9 SHEET NUMBER ]04 ! ! ! ! SCOPE OF WORK: A. PRINCIPAL ITEMS PREPARATION OF DETAILED SHOP DRAWINGS FOR THE ELECTRICAL WORK TO BE PERFORMED PRIOR TO THE BEGINNING OF ANY WORK. COMPLETE WIRING SYSTEM FOR LIGHTING, POWER AND FIRE ALARM EQUIPMENT AS SHOWN ON DRAWINGS, INCLUDING PANELBOARDS, CONDUITS, WIRES, OUTLETS, WIRING DEVICES, FOR A COMPLETE AND FULLY OPERABLE SYSTEM. FURNISHING AND INSTALLING ALL NYC RATED LIGHTING FIXTURES ANB LAMPS UNLESS OTHERWISE INDICATED. COMPLETE CONNECTION OF ALL MOTORS, APPARATUS, AND ELECTRICALLY OPERATED DEVICES COORBINATE ALL WORK AND REQUIREMENTS WITH OWNERS REPRESENTATIVE. FURNISH, INSTALL AND MAINTAIN TEMPORARY LIGHTING, POWER OR OTHER SERVICE REQUIRED BY WORK OF THIS CONTRACT. ELECTRICALLY OPERATED EQUIPMENT INCLUDED IN THE FINAL iNSTALLATION UNDER OTHER PROVISIONS THAN THIS SECTION OF THE WORK, INCLUDING THE FOLLOWING: HEATING, VENTILATION AND COOLING EQUIPMENT: REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL REQUIRED ELECTRICAL WORK. PLUMBING EQUIPMENT: REFER TO PLUMBING DRAWINGS FOR ADDITIONAL REQUIRED ELECTRICAL WORK. DESIGN CRITERIA: A RECEPTACLE PANEL (120/208 VOLT, 3-PHASE, 4-WIRE) AS REQUIRED TO SERVE RECEPTACLES, AND SINGLE PHASE LOADS. ALL PANELS SHALL BE FURNISHED WITH 42, OTHERWISE NOTEB. REFER TO PANEL SCHEDULE NOTES FOR ADDITIONAL INFORMATION FOR PANELBOARDS. 1P BREAKERS UNLESS LIGHTING BRANCH CIRCUITS: LIGHTING FIXTURES AS SPECIFIEB SHALL BE FURNISHED AND INSTALLEB BY THE ELECTRICAL CONTRACTOR AS FOLLOWS: ALL FLUORESCENT AND H.LD. LIGHTING FIXTURES BRANCH CIRCUITS SHALL BE 120 VbLT, 20 AMPERE, MAXIMUM LOADING PER CIRCUIT SHALL BE 1920 WA~S TO LIGHTING PANELS. POWER BRANCH CIRCUITS: 1. SIZING OF BRANCH CIRCUITS AS REQUIRED BY CODE AND THE FOLLOWING' GENERAL PURPOSE RECEPTACLES SHALL BE CONNECTED TO 20-AMPERE CIRCUIT BREAKERS, MAXIMUM OF EIGHT (8) RECEPTACLES PER BRANCH CIRCUIT. MAXIMUM 1920 WA~S PER CIRCUIT. PROVIDE POWER WIRING AND OVERCURRENT PROTECTION TO ALL MECHANICAL AND PLUMBING EQUIPMENT, SPECIAL PURPOSE RECEPTACLES, ETC. PER OWNERS RECOMMENDATION AND AS REQUIRED BY CODE. COORDINATE ALL WORK WITH OTHER TRADES AND OWNERS REPRESENTATIVE. D. LIGHTING CONTROL PANEL: NOT USED 3. GENERAL REQUIREMENTS: A. MISCELLANEOUS: THIS CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS SHOWING ALL WIRE, CONDUIT AND CIRCUIT BREAKERS OR SWITCH SIZES ON ALL BRANCH CIRCUit HOME RUN TAGS AFTER ACCEPTANCES OF BID AND PRIOR TO BEGINNING ANY WORK INCLUDE ALL COSTS IN BASE BID. THIS CONTRACTOR SHALL PROVIDE PANEL LOAD SCHEDULES AND SERVICE LOAD SUMMARY. THIS CONTRACTOR SHALL PERFORM ALL WORK TO MEET THE REQUIREMENTS OF THE PHASING AND SCHEDULING AS OUTLINED BY THE ARCHITECT, PERMITS, INSPECTIONS AND TESTS: OBTAIN ALL REQUIRED PERMITS AND ARRANGE ALL RE(~4JIRED INSPECTIONS FOR THE EXECUTION OF ELECTRICAL WORK. FURNISH ALL INSTRUMENTS AND PERFORM ALL TESTS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM TESTS. THIS CONTRACTOR SHALL PAY FOR ALL COSTS. CODES, ORDINANCES AND REGULATIONS: ALL WORK AND MATERIALS SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL LOCAL CODES, RULES ANB REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. GROUNDING: ALL WORK SHALL BE PERMANENTLY AND EFFECTUALLY GROUNDED WHETHER OR NOT SUCH CONNECTIONS ARE SPECIFICALLY SHOWN OR SPECIFIEB. GROUNB RESISTANCE AT ANY POINT SHALL NOT EXCEED 25 OHMS. GROUNB CONDUCTOR SHALL BE EXTENBEB IN CONDUIT TO THE NEAREST 1-1/2" OR LARGER COLD WATER MAIN AND ATTACHED THERE WITH T ANB B CONDUIT HUB AND WATER PIPE CLAMPS PER THE LOCAL CODE AUTHORITY. PROVIDE ALL REQUIRED GROUNDING FOR TELEPHONE SYSTEM. COOPERATION WITH OTHER CONTRACTORS: THIS CONTRACTOR SHALL EXAMINE ALL THE CONTRACT DRAWINGS AND COOPERATE WITH ALL OTHER CONTRACTORS FURNISHING LABOR, MATERIALS AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED ANB COMPLETED WITHOUT CONFLICT OR DELAY. IN THE EVENT OF ANY MECHANICAL OBSTRUCTIONS, SUCH AS PLUMBING LINES OR AIR CONBmONING DUCTS, IN WAY OF ANY WORK, VERIFY WITH OTHER AFFECTED TRADES AND ARCHITECT BEFORE COMMENCING ANY WORK. VERIFY WITH OTHER TRABES THE LOCATIONS OF MOTORS, EQUIPMENT, VOLTAGE AND PHASE, BEFORE COMMENCING ANY WORK. NOTIFY THE ARCHITECT/ENGINEER ABOUT ANY CHANGES OR DISCREPANCIES. WORK INSTALLED IMPROPERLY DUE TO NON-CO(~RDINATION SHALL BE CHANGEB BY THE ELECTRICIAN ON HIS OWN EXPENSE. ELECTRICAL DRAWINGS: ARCHITECTURAL AND STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER ELECTRICAL DRAWINGS AND THE BRAWlNGS OF OTHER TRADES TAKE PRECEDENCE FOR THE WORK OF THAT TRADE. ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. LOCATIONS OF EQUIPMENT ARE SHOWN TO SCALE WHERE POSSIBLE BUT MAY BE DISTORTED FOR CLARITY. FINAL LOCATIONS OF OUTLETS AND EQUIPMENT SHALL BE AS BIRECTED BY THE ARCHITECT AND OWNERS REPRESENTATIVE. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL NECESSARY BENDS, OFFSETS AND OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF ELECTRICAL CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE, PRESERVE HEABROOM ANB KEEP OPENING AND PASSAGEWAYS CLEAR. SHOP DRAWINGS: OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER OF SHOP DRAWINGS FOR THE ELECTRICAL SYSTEM LAYOUT AND ALL ELECTRICAL EQUIPMENT PRIOR TO BEGINNING ANY WORK. APPROVAL OR CORRECTIONS BY THE ARCHITECT/ENGINEER SHALL IN NO WAY RELIEVE THIS CONTRACTOR OF RESPONSIBILITY FOR CORRECTNESS OF ANY WORK. CONDITIONS AT THE SITE: THE ACT OF SUBMITTING A BID SHALL BE PR[MA-EACIE EVIDENCE THAT CONTRACTOR HAS EXAMINED THE SITE ANB FAMILIARIZED HIMSELF WITH ALL EXISTING CONBITIONS WITHIN THE SCOPE OF THIS WORK, ANB ACCEPTED SUCH CONBITIONS, AND MABE ALLOWANCES THEREFORE IN PREPARING HIS FIGURE. H. STRUCTURAL CONDITIONS: NOTCHING AND BORING OF STRUCTURAL MEMBERS MUST BE HELD TO AN ABSOLUTE MINIMUM. CONTRACTOR SHALL LAYOUT HIS WORK AND OBTAIN THE APPROVAL OF THE ARCHITECT FOR THE NECESSARY HOLES AND NOTDHES BEFORE PROCEEDING WITH INSTALLATION. WHERE NOTCHES ANB HOLES ARE APPROVED, THEY SHALL BE CAREFULLY HELD TO THE MINIMUM SIZES ACTUALLY REQUIRED. I. CUFFING AND PATCHING: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CU~ING AND PATCHING OF ROUGH OR FINISH WORK REQUIRED BY ELECTRICAL INSTALLATIONS PATCHING SHALL BE OF THE SAME MATERIAL, FINISH, AND WORKMANSHIP AS THE ORIGINAL WORK AND, WHEN REQUIRED BY THE ARCHITECT, DONE BY MECHANICS OF THE ORIGINAL TRADE. J. WATERPROOFrNO: WHENEVER ANY ELECTRICAL WORK PIERCES ANY WATERPROOFING MEMBRANES, INSTALL rNA WATERPROOF MANNER USING WATERPROOF EQUIPMENT. K. CLEANING AND CLEAN-UP: ALL MATERIAL INSTALLED UNDER THIS SECTION OF THE WORK SHALL BE CLEANED OF GREASE, OIL, PLASTER, AND THE LIKE. MATERIAL TO BE PAINTED SHALL BE READY FOR FINISH. ALL GREASE AND OIL SHALL BE CLEANED FROM FLOORS, CEILINGS, AND WALLS AND ALL UNUSED CONSTRUCTION MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AS APPROVED BY ARCHITECT. L. IDENTIFICATIONS: IDENTIFY EACH INDIVIDUALLY MOUNTED MOTOR, STARTER OR DISCONNECT SWITCH WITH A NAMEPLATE BEARING THE DESCRIPTION AND TAG OF THE EQUIPMENT CONTROLLED. GENERAL MATERIALS AND WORKMANSHIP: MATERIALS SHALL BE NEW AND SHALL BE LISTED BY OR BEAR THE UNDERWRITERS' LABEL OF APPROVAL, WHERE SUBJECT TO SUCH APPROVAL, SHALL MEET WITH THE APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION THERE OVER SHALL COMPLY WITH ASA, AlEE AND NEMA STANDARDS, WHERE APPLICABLE, AND SHALL MEET WITH THE APPROVAL OF THE ARCHITECT/ENGINEER. ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST-CLASS MANNER. ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIAL OR WORKMANSHIP WHICH IN HIS OPINION IS NOT IN COMPLIANCE WITH THIS SPECIFICATION, EITHER BEFORE OR AFTER INSTALLATION. ALL MATERIALS SHALL BE OF THE TYPES AND MAKES SPECIFIED EXCEPT WHERE LOCAL CODES WILL NOT ALLOW. WHERE THIS OCCURS, THE CONTRACTOR SHALL SUBMIT SAMPLES OF APPROVED MATERIALS TO ARCHITECT FOR APPROVAL BEFORE SUBSTITUTING A. CONDUIT: ALL CONDUIT, EXCEPT THAT USED FOR FEEDER RUNS TO PANELS, OR WHERE UNDERGROUND IN CONTACT WiTH THE GROUND, IN CONCRETE OR IN SLABS OR GROUND SHALL BE E.M.T. THIN-WALL CONDUIT OR FLEXIBLE METALLIC CONDUIT EXCEPT WHERE STRICTER REQUIREMENTS ARE DEMANDED BY LOCAL CODE. ALL CONDUIT USED FOR FEEDER RUNS TO PANELS, UNDERGROUND IN CONTACT WITH THE GROUND, IN CONCRETE, OR IN CONCRETE SLABS SHALL BE GALVANIZED RIGID STEEL. ALL CONDUITS SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED ON DRAWINGS OB APPROVED BY ARCHITECT, EXPOSED CONDUITS SHALL BE RUN PARALLEL OR PERPENDICULAR TO SUPPORTING WALLS OR CEILINGS. B. LARGE PULL BOXES: WHERE OTNER THAN STANDARD OUTLET BOXES ARE REQUIREB, PULL BOXES AND COVERS SHAEL BE CONSTRUCTED OF GALVANIZED STEEL CONFORMING TO COBE REQUIREMENTS. CONSTRUCTION SHALL BE APPROVED BY ARCHITECT/ENGINEER. ALL EXTERIOR BOXES SHALL BE WEATHERPROOF WITH COVER GASKETS. C. SECONBARY CONDUCTORS: INSULATED FOR NOT LESS THAN 600 VOLTS. CONDUCTORS FOR GENERAL USE, EXCEPT WHERE SPECIFIED OTHERWISE, SHALL BE TYPE 'h'HWN". NO WiRE SMALLER THAN 12 GAUGE SHALL BE USED ALL CONDUCTORS SHALL BE DELIVERED TO THE JOB IN THEIR ORIGINAL UNBROKEN PACKAGES PLAINLY MARKED WITH THE MANUFACTURER'S NAME, VOLTAGE, INSULATION, AND UNDERWRITERS LABEL. CONDUCTORS OF MULTI-WIRE BRANCH CIRCUITS SHALL BE COLOR-CODED. ALL WIRE SHALL BE COPPER WITH MINIMUM 98 PERCENT CONDUCTIVIW D. WIRING SYSTEM: CONDUCTORS SHALL BE INSTALLED IN RCS (RIGID GALVANIZED STEEL) CONDUIT OR E.M.T. OR FLEXIBLE, AS HEREIN BEFORE SPECIFIED. EXPOSED RUNS WILL NOT BE ACCEPTED EXCEPT WITH PRIOR APPROVAL OF THE ARCHITECT. EXCEPTIONS ARE CONNECTIONS TO EQUIPMENT WHICH IS LIMITED TO 18" LENGTH. JOINTS IN CONDUIT INSTALLED UNDERGROUND, IN CONTACT WITH THE GROUND, IN CONCRETE IN FLOOR SLABS ON GRADE OR IN ANY LOCATION WHERE EXPOSED TO THE WEATHER SHALL BE WATERTIGHT. CONDUIT THREADS SHALL BE THOROUGHLY FILLED WITH APPROVED PIPE JOINT COMPOUND BEFORE BEING MADE UP. ENDS OF CONDUITS SHALL BE KEPT CLOSEB WITH APPROVED CONDUIT SEALS DURING CONSTRUCTION. BENDS AND OFFSETS SHALL BE AVOIDEB WHERE POSSIBLE, BUT WHERE NECESSARY SHALL BE MADE BY USE OF AN APPROVED HICKEY OR CONDUIT BENDING MACHINE, OR BY USE OF A FACTORY BEND. EXPOSED CONBUIT RUNS SHALL BE PARALLEL WITH SUPPORTING WALL OR CEILING AND WITH EACH OTHER, WITH UNIFORM BENDS, AND SHALL BE INSTALLED IN AN ORDERLY ANB SYMMETRICAL ARRANGEMENTS AND SHALL BE SEPARATED AT LEAST 6" FROM ALL STEAM OR HOT WATER PIPING AND EQUIPMENT ANB HEATING AND COOLING DUCTS. ALL EXPOSED WORK SHALL BE SO ASSEMBLED AND ERECTED AS TO PRESENT AN ORDERLY AND NEAT APPEARANCE. 1. ALL JUNCTION AND PULL BOXES, SWITCHES, CONTROLS AND SUCH OTHER APPARATUS AND EQUIPMENT AS MAY REQUIRE MAINTENANCE OR OPERATION SHALL BE INSTALLED ONLY IN LOCATIONS THAT WILL BE ACCESSIBLE AFTER THE COMPLETION OF LATHING, PLASTERING, AND OTHER FINISH WORK. IN EVENT OF CHANGE IN LOCATION OF ANY OUTLET IS REQUIREB, IT SHALL BE MADE BY THE CONTRACTOR WITHOUT EXTRA CHARGE, PROVIDED NEW LOCATION IS NOT MORE THAN TEN (10) FEET FROM LOCATION SHOWN ON DRAWINGS. OUTLET BOXES SHALL BE ,ACCURATELY LOCATED, INDEPENDENTLY ANB SECURELY FASTENED TO THE STRUCTURE AND CONDUIT TO OUTLET BOXES WiTH DOUBLE LOCK NUTS AND BUSHINGS. OUTLET BOXES USED AS PULL AND JUNCTION BOXES IN FINISHEB WALL AND CEILINGS SHALL BE FITTED WITH 2-GANG PLASTER RINGS AND BLANK WALL PLATES AND, WHERE USED IN UNFINISHED SPACES, SHALL BE FITrED WITH BLANK COVER PLATES. LARGE PULL AND JUNCTION BOXES, CONSTRUCTED AS SPECIFIED, SHALL BE USED WHERE OUTLET BOXES ARE TOO SMALL. ALL BOXES SHALL BE RIGIBLY ATrACBEB TO THE STRUCTURE, INDEPENBENT OF ANY CONDUIT SUPPORT. EACH WIRING DEVICE SHALL BE PROVIDED AND INSTALLED W/TH A SUITABLE WALL PLATE; EXCEPT IN FLOOR OUTLETS SHALL HAVE SUITABLE MOUNTING RINGS. WIRES TO BE CONNECTED TO FIXTURES, WIRING DEVICES, SIGNAL DEVICES, ETC., SHALL BE MADE TO PIGTAIL SPLICES AND 8' LEADS PROVIDED FOR CONNECTION TO DEVICES AND FIXTURES. JOINTS IN 8-GAUGE AND SMALLER WIRE SHALL BE MADE WITH UL APPROVED CONE-SHAPED EXPANDABLE COIL SPRING INSULATED CONNECTORS. JOINTS IN 6 GAUGE AND LARGER WIRE SHALL HAVE SOLDERLESS CONNECTORS, U.L. APPROVED. CONNECTIONS IN SECONDARY CONDUCTORS SHALL BE PROPERLY INSULATED WITH 3/4" WIDE RUBBER TAPE AND 3/4" WIBE FRICTION TAPE, EXCEPT WHERE APPROVED INSULATION OF THE TYPE CONNECTIONS IS PROVIDED BY THE CONNECTOR USEB. OUTLET BOXES, EXTENSION RINGS AND COVERS. ALL OUTLET BOXES, EXTENSION RINGS AND COVERS SHALL BE GALVANIZEB ONE-PIECE PRESSED STEEL TYPE OF APPROVED MAKE. ALL EXTERIOR BOXES SHALL BE OF A WEATHERPROOF TYPE WITH COVER GASKETS. OUTLET BOXES FOR LIGHTING AND WIRING DEVICES SHALL BE OF REQUIRED SIZE TO ACCOMMOBATE THE CONDUCTORS THEREIN, BUT NOT LESS THAN 4" x 4" x 1-1/2" DEEP OCTAGONAL OR SQUARE BOXES. BOXES FOR ALL EXTENSION OUTLETS SHALL BE 4-11/16" SQUARE BY 2-1/8" DEEP, WITH 2-GANG PLASTER RING TO FINISH FLUSH WITH PLASTER AND SUITABLE WALL PLATES. BOXES FOR LIGHTING FIXTURES SHALL BE EQUIPPED WITH 5/8" FIXTURE STUDS, SUPPORTED WiTH HANGERS OR BOLTEB TO THE BOXES. OUTLET BOXES USED IN AREAS WHERE CONDUIT IS EXPOSED SHALL BE CROUSE-HINDS SERIES "FS" OR APPROVED EQUAL CONDULETS. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE FOLLOWING CENTERLINE HEIGHTS SHALL BE MAINTAINED. 1. WALL SWITCHES: 42" A.F.F. UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DWGS. 2. WALL-CONVENIENCE OUTLETS: MOUNTED 12" A.F.F. UNLESS OTHERWISE INDICATED. SEE ARCHITECTURAL DWGS FOR EXACT HEIGHTS OF ALL RECEPTACLES B. ALL OTHER OUTLETS: AS SHOWN ON ARCHITECTURAL DWGS F. PLUG RECEPTACLES: STANDARD CONVENIENCE OUTLETS THROUGHOUT THE BUILDING SHALL BE DUPLEX 20-AMPERES, 125 VOLTS, SIDE WIRED, WITH SLOTS FOR 2-WIRE REGULAR AND POLARIZED CAPS AND A "U" SHAPED SLOT FOR GROUND BLADE, AS MANUFACTURED BY LEVITON DECORA SERIES OR ENGINEER APPROVED EQUAL. COLOR AS SELECTED BY ARCHITECT. G. WALL PLATES: SEE ARCHITECTURAL DRAWINGS FOR WALL PLATE FINISHES. SWITCHES: ALL GANGED SWITCHES, MANUAL MOTOR STARTERS USED FOR CONTROL OF MOTORS AND RECEPTACLES FOR VOLTAGES OTHER THAN 120 VOLTS SHALL HAVE ENGRAVED LABELS. PROVIDE SHOP DRAWINGS. 1. WALL SWITCHES: FOR CONTROL OF LIGHTING OUTLETS, USE 20 AMPERE, 120 VOLTS, F RATED. WHERE USED FOR FRACTIONAL HORSEPOWER MOTOR CONTROL, USE WESTINGHOUSE SENTINEL OR TRUMBULL TYPE '~FI". COLOR SHALL BE IVORY. 2. SAFETY SWITCHES: SHALL HAVE QUICK-MAKE, QUICK-BREAK MECHANISM AND AN INTERLOCKED COVER, WHICH CANNOT BE OPENED WHEN SWITCH IS IN THE "ON" POSITION. SWITCHES SHALL BE HORSEPOWER RATED AND TYPE THAT CAN BE USED ON INDUCTIVE LOADS. SWITCH SHALL HAVE METHOD OF LOCKING IN THE "OPEN" POSITION. 3. MANUAL-STARTING SWITCHES: SHALL HAVE QUICK-MAKE, QUICK BREAK MECHANISM OF TOGGLE TYPE AND SHALL HAVE METHOD OF LOCKING IN THE "OPEN" POSITION. SWITCHES SHALL BE OF HORSEPOWER RATED FOR MOTOR AND INDUCTIVE LOADS, CURRENT RATING, WHICH EXCEEDS THE CONNECTED LOAD. STARTERS SHALL BE MOUNTED FLUSH IN WALL. PROVIDE OVER-LOADS WHERE REQUIRED. WATERTIGHT SWITCHES SHALL HAVE NEMA TYPE IV ENCLOSURE. FIRE ALARM SYSTEM ALL FIRE ALARM DEVICES ARE TO MATCH THOSE OF THE EXISTING FIRE ALARM SYSTEM. 5. WIRING OF HEATING AND VENTILATING SYSTEM: VERIFY EXACT LOCATIONS OF ALL MOTORS WITH THE HEATING, VENTILATING AND AIR CONDITIONING CONTRACTOR. MAKE ALL CONNECTIONS AND PROVIDE COMPLETE WIRING TO ALL MOTORS AND TO LiNE VOLTAGE CONTROLS. ALL RELAYS, STARTERS, AND TRANSFORMERS FOR HEATING AND VENTILATING SHALL BE FURNISHED BY .ELECTRICAL CONTRACTOR. 6. WIRING FOR EQUIPMENT BY OTHERS: VERIFY WITH EQUIPMENT MANUFACTURERS THE EXACT LAYOUT AND LOCATION OF ALL OUTLETS FOR ALL THEIR RESPECTIVE EQUIPMENT BEFORE SUBMI~ING THE BID AND JUST BEFORE COMMENCING ANY WORK. BE RESPONSIBLE FOR ACCESSIBILity OF ALL OUTLETS AND MAKE FINAL CONNECTIONS TO ALL EQUIPMENT AS REQUIRED. WHEREVER NEEDED, PROVIDE DISCONNECT SWITCHES OR STARTERS. IF ANY CONDUIT OR OUTLET IS STUBBED OUT IN THE WRONG LOCATION, THE CONTRACTOR SHALL CORRECT THE WIRING WITH NO ADDITIONAL COST TO THE OWNER. 7. TESTS: ALL WIRING AND CONNECTIONS SHALL BE TESTED FOR CONTINUITY SHORT CIRCUITS AND IMPROPER GROUNDS. EACH LIGHTING PANEL SHALL BE TESTED WITH MAINS DISCONNECTED FROM THE FEEDER, BRANCHES CONNECTED, WALL SWITCHES CLOSEB, FIXTURES PERMANENTLY CONNECTED AND WITHOUT LAMPS. EACH INDIVIDUAL POWER CIRCUIT SHALL BE TESTED AT THE PANEL OR SWITCHBOARD WITH THE POWER EQUIPMENT CONNECTEB FOR PROPER OPERATION. FAILURES SHALL BE CORRECTED IN A MANNER SATISFACTORY TO THE ELECTRICAL ENGINEER. A. CONTRACTOR SHALL FURNISH ALL NECESSARY TESTING EQUIPMENT AND PAY ALL COSTS OF TESTING, INCLUDING THE COSTS OF REPLACEMENTS OR REPAIRS DUE TO DAMAGE RESULTING FROM TESTING, AND THE COSTS OF CORRECTING FAILURES. B. SHOULD TESTS DEVELOP ANY DEFECTIVE MATERIALS OR POOR WORKMANSHIP OR VARIANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS, CONTRACTOR SHALL MAKE ANY CHANGES NECESSARY AND REMEDY ANY BEFECTS AT HIS OWN EXPENSE, TO THE FULL SATISFACTION OF ARCHITECT AND OWNER. GENERAL NOTES 1. DEVICE PLATES SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 2. ALL LIGHTING FIXTURES SHALL BE CONNECTED USING MAXIMUM 6 FOOT LENGTH OF FLEXIBLE METAL CONDUIT FROM ACCESSIBLE CEILING OUTLET BOX USING LOCKNUT TYPE FI~INGS WITH GROUNDING AS REQUIRED BY GOVERNING CODES. 5. SEE ARCHITECTURAL DWGS FOR LIGHTING FIXTURE SCHEDULE FOR EXACT LIGHT FIXTURE SPECIFICATIONS ALL COMPUTER 'EQUIPMENT CIRCUITS SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR OR A SHARED OVERSIZE #10 4. AWG NEUTRALSEE FURNITURE VENDORS DRAWINGS FOR MORE INFORMATION WHERE LIGHT FIXTURES ARE DENOTED AS EMERGENCY LIGHTS TO BE SWITCHED, A HOT LEG SHALL BE BROUGHT TO 5. THE EMERGENCY BATTERY BALLAST TO SIGNAL AND CHARGE THE BAKERY WHETHER THE SWITCH LEG IS 'ON' OR 'OFF'. THE FIXTURE SHALL BE SWITCHED. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~ OF Thomos Cempiglio Architect, PLLC. DBA FCA ARCHITECTURE, NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. BRA FCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomos Complglio, Architect, PLLC. {~) Copyright 2008 Thomas CompiglM Architect, PLLC DBA FCA ARCHITECTURE 8/27/08 iSSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSimeon_Logoa,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHIteCTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NB YORK, NY 10016 TEL NO, (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ~ NEW YORK, NY 10016 , Tel: (212) 245-6300 Fax' (212) 765-8511 hit p.//~cw.sterling nyc .com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRNE SUITE 129 ISLANDIA, NY 11746 TELEPHONE: 631.592.2660 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING ELECTRICAL SPECIFICATION E 10 SEAL SHEET NUMBER ]05 ! ! ! 0 0~ O. -4 390.00' 28.6' ei 87%,.0 EDP#36 Loi 0 0/,,' 0 0 b 196.1' 3 STORY BRICK BUILDING 147.8' S24°02'50"W 36.7' 0 k 51.5' --L L N 6,4' 37.8' 55.0' 0 0 13.2' 1 STORY MASONRY BUILDING 61.3' RO CONC. B __ )P#,.36 N 0 LO 35.0' 34.8' [] 51.7' 390.00 '-' SMH KI '-' SMH ELECTRICAL SITE PLAN SCALE: 1 = 20-0 U24°O2'50"E 51.6' -o EDP#Se 0 65.4' RO 12.8' . ¢3.9' CC g I I !ZI-G,H. TI N G NOTES 1, THE ELECTRICS. CONTRACTOR PROVIDE A LIGHTING CONTACTOR TO BE CONTROLLED BY AN EXISTING TIME'C,&..OCK LOCATED IN THE BOILER ROOM. THE CONTACTOR SHALL HAVE A 120 VOLT O01L AND.12 DRY CONTACTS TO BE UTILIZED FOR SITE LIGHTING MAINTAINING SPARE CAPA~;I~' FOR FUTURE USE. ALL EXISTING SITE/EXTERIOR LIGHTING SHALL BE CONTROLLED ROUTED THROUGH THE LIGHTING CONTACTOR CONTROLLED BY THE EXISTING TIME CLOCK THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TRENCHING AND PATCHING. COORDINATE CONDUIT ROUTING WITH THE OWNER'S REPRESENTATIVE. ALL NEW SITE LIGHTING SHALL BE CIRCUITED TO THE EDP PANEL (EMERGENCY PANEL) LOCATED IN THE BOILER ROOM, ALL WIRING SHALL BE #10 THHN IN 1" PVC SCHEDULE 80 CONDUIT TO POLE LIGHTING DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Complglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRII~EN AUTHORIZATION OF Thomes Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITfEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect, PLLC, (~) Copyright 2008 lhomos Complgho Architect, PLLC DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG, DEPT. BATE REASON FOR ISSUE ROJECT RENOVATIONS TO: SnSimeon_EogoS,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL, NO. (212) 686-1858 FAX NO. (212) 766-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 Tel: (212) 245-6300. Fax: (212) 765-6511 CONSULTANT JAMES, LASALA & ASSOCIA~S, LLP NEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLAND~, NY 11749 TELEPHONE: 631.592o2660 FACSIMILE: 631.252.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PRO& NO. PROd. NO 16209 SCALE AS NO~ED IRAWN XX CHECKED TNC DATE 06-11-08 3RAWING SITE LIGHT1NG PLAN SEAL E 11 SHEET NUMBER 17 ! ! ! ! \/ / / / .I / / / / / ,/ \ \ \ \ t / / / /I /I \ \ N S Young & Young 400 Ostra~der Avenue, Riverkead, New York $31-727-2303 No'rE5 5UF',VEYOR'.'5 ~,E~.TIFIC, ATION ~AN 51MEON BY THE 5OUNO, INd,. Ak Gr~npor~, Tov~n oF 5ou~holcl SuFFolk Goun~W, Nm~ York [ TOPO~P. APHIOAL 5U~',/E¥ ] N W E S 11901 NO~ ~AN ~IMI=ON tB¥ THt= OOUND, INO. At ~re~nF~or~, To~n o~ 5ou~hold ~FFolk C, ount~, N~ 'fork I~&DIU5 MAF' DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, iN WHOLE OR IN PART, SHALL BE I MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Camplglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND , . SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Camplgllo, Architect. PLLC. APPROVED AS NOTED ~ ( ~ FEE:~ ~+~y~ ONLEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY ~ - ' ~85480~ 8A~ TO 4P~ FO~ THE ~O[D~ U~Eg IN W~TE~ FOLLOWING INSPeCTiONS: ~UPPLYSYSTE~ )~ 5 ~AS--~ 2W' ~ ~ 'm FOUNgATJON '~0 ''~OU/~E'2m~I [O~oU'HJNsU~AT'oNPOU~" FRAMIN~OONOR~T~ & ~LUM~'NG ~ ~ ~ 4. FINAL- CONSTRUCTtON MUST ALLPLUMBINGWASTE 9-10-08 ISSUED FOR D.O.H. RENEW, PAR~AL SET ~E COM?LET~ FOR C.O. &WATER LINES NEED 8-28-08 ISSUED FOR BID ALL CONSTRUCTION SHALL MEET THE ~gTING BEFORE COVE~ING ~ ~ YORK STATE. NOT RESPONStBLE FOR 8-12-08 ~SSUED FOR D.O.B. FILING ~_ ~. ~ ~ ~ DESIGN OR CONSTRUCTION ERRORS. .... NO. DA~ REASON FOR ISSUE RETAIN STORM WATER RUNOFF CERTIFICATION OF PURSUANT TO CHAPTER 236 NAILING & CONNECTIONS PROJECT OF THE TOWN CODE. REQU RED. RENOVATIONS TO: WING 'A' (~o ~o.. ~., ~,) OCCUPANCY OR ~ ~LL CONST~UCT~O~ S~ALL USE IS UNLAWFUL UEETTHE ~mu~:~r;~ O~TH~ WITHOUT CERTIFICATE CODES OF N~W ~0~ STATE. OF OCCUPANCY  FIRE INSPECTION REQHIRED BEFORE covPL',' W~TH ALt CODES OF - u~w' ¥OaK ST~T~ a TOWN CODES OPENING AS ~[ou~a[a AND CONDitiONS OF SOmaDTO~m 61700 ROUTE 48, GREENPORT, NY 1190 PHASE 2~~/~~ ~ r PHASE 1 ~~Rs'c~E~A~' ~ SO~H~DTO~P~NNING~ARD ARCHITECT ' I EAST WING WEST WING , .RE~lREg ~D N.Y.S. DEC (~j , TCA ~ NORTH AROHI~CTURE, INTERIORS, PROJECTMA~AGEMENT KEY PLAN THOMAS CAMPIGLIA, ARCHITECT,PLLC DAA~NG INDEX DgA~Nd INDEX DgA~NG I~EX  2 PARK AVENUE, MF77ANINE N~YORK, NY 10016 S~ET S~ET TITLE / TEL. NO (212) 6~6-1858 F~ NO (212) 765-8511 S~ET S~ET TITLE T~E ~ER ~ ~ S~ET S~ET TITLE T~E ~ER ~E ~ER / PROdECT MANAGERS: AN-01 COVER SHE~, INDEX AND PLOT P~N DH-1 GROUND FLOOR MECHANICAL DEMOLITION P~N DFA-1 FIRST FLOOR FIRE A~RM DEMOLITION P~N ~ ~ AN-02 LEGENDSAND SYMBOLS DH-2 RooFFIRST FLOOR MECHANICAL DEMOLITION P~NMEcHANiCAL DEMOLITION P~N DFA-2 GROUNDFLOOEFIREA~RMDEMOLITIONP~N S"[R lNG AN-03 NY STATE BUILDING ENERGY CODE COMPLIANCE DH-3-- -- // ~ m ~ AN-D4 NY STATE BUILDING CODE COUPUANCE P~N FA-1 FtRE A~RM NOTES, LEGEND AND RtSER D~AGRAM ~~ / ~1 STERLING MANAGEMENT, INC. AN-05 NY STATE HOSPITAL COMPLIANCE NOTES H-1 GENERAL NOTES, SCHEDULES AND LEGEND FA-2 GROUND FLOOR FIRE A~RM P~N ~ / now or fo~erly 2PARKAVENUE, ME~NINE NEWYORK,~10016 ~ AN-06 PHASING P~N H-2 GROUND FLOOR MECHANICAL P~N FA-5 'lEST FLOOR FIRE A~RM P~N ~ ~ son stolon Tel: (212)hEp://~.sterlingnyc.com245-6300. F~' (212) 765-{511 AD-lO1 FIRST FLOOR DEMOLITION P~N H-5 MECHANICAL D~AILS ~ ~ ~ ~ '~ ~ ~ H-7 SPECmnCAI~ONS SHE~ 1 ~,~: ~ ~~ ~ ~ ~ X .~ lm CONSULTING ENGINEERS A-lO0 EXISTING GROUND FLOOR P~N ~ J~ e ,o ~0 o ~* ~ ~ ~ ~ ~ m A-101 FIRST FLOOR CONSTRUCTIONP~N ~ H 18 SPEC m Fm CATmON S S H e~ 2 ~.~ / ~ ~ ~ ~ ~ A-102 A~lC FLOOR CONSTRUCTION P~N H-g SPECIFICATIONS SHE~ 3 ~l 110VAL DRIVE, SUITE129,1S~NDIA, NY11749 / ~ ,~,, ~ ~~ .~ TEL. NO. (631) 592-2673 f~ (631) 592-2673 A-103 ROOF P~N__ .~ ,~,~ 3mtm~,u,~.. ~~o ~ ~ ~ ~ [ CONSULTANT A-111 FIRST FLOOR DmMENSION P~N ~.~/ ~" , ~ ~' ~ I :~ ~ m DE-1 FIRST flOOR ELECTRICAL DEMOUtmON P~N ~ ~' -_. ~ _ ' ~,,., ,~.~ ~ ) ~ -~ A-301 DEMOLITION AND PROPOSED BUILDINGEL~ATIONS ~ ~ -- ~ ~ ~ ~ ~ i~ A-302 DEMOLITION AND PROPOSED BUILDING EL~ATlO~S E-1 GENE~L NOTES, SCHEDULES AND LEGEND / ~ [~ ~ - ~ ~ ~ a a ~ A-303 DEMOUTION AND PROPOSed BUILDING Libations DP-1 GROUND FLOOR PLUMBING DEMOLITION P~N e-2 Cel~r PARTIAL PArt P~NS . /; I ~ ~ ~ ~ ' o, J g ~ ~ ~ o m ~ = CONSULTANT DP-2 FIRST FLOOR PLUMBING DEMOLITION P~N e-3 GROUND FLOOR ELECTRICAL P~N ~ 5 ~ ~__ ~_ , ~ ~ x-4o~ ,[t./,ow[,/D~*A ~ [-~ms* [~oo. SC[Cm,CAC ~OW[~ ~, 1~ ~ ....... [J~ ~¢, A-402 FURNITURE AND EQUIPMENT FLOOR P~N P-1 GENERAL NOTES, SCHEDULES AND LEGEND ~ e-5 ELECTRICAL A~,C P~N ~ ~' . ~ ' . ~ A-~O. FINISHES ~LOOR P.N P-2 ~ROUND FLOOR SANITA.Y P.N ~ E-~ FIRST FLOOR ELEOTR,OAL LIGHTING P~N , ~ __ ( .... '. ~)~ , '__::~. '~ I~ ~~~ A-40~ MILLWORK FLOOR P~N ~ P-5 GROUND FLOOR DOMESTIC WATER P~N ~ E-7 FIRST FLOOR NURSES CALL SYSTEM P~N , ~ ~ P-4 FI~ST FLOOR PLUMBIN~ P~N ELECTRICAL ~ISE~ DIAGRAM / / ~~ ~ ~I,.I ~ A-50, DOORS ~D WINDOWS: SCHEDULES, ~PES AND DgAILS~ P-5 PLUMBING RISER DIAGRA.S E-g PANEL SC.EDULES /' / ~ ~ ,~ O A-502 PARTITION ~PES AND EXTERIOR WALL D~AILS P-6 PLUMBING PART P~N DOMESTIC WATER ELECTRICAL SPECIFICATION / ~ ~ ~ ~ ~ --i -- --.,.~ A-503 INTERIOR FINISHES SCHEDULE · DOOR D~AILS P-7 PLUMBING PART P~N SANITARY E-11 SITE UGHTING P~N NORTH ROAD (C. 4~) ~ ~ SCALE A-601 ~PICAL ROOM AND COMMON AR~S EN~RGED P~NS ' ' CHECKED TNC A-602 COMMON AR~S INTERIOR EL~ATIONS 7R DA~ 10-08-08 A-603 TOIL~ AND BATHROOM EN~RGED P~NS DRA~NG A-60~ FOIL~ AND BATHROOM EL~ATIONS A-605 EN.RGED ..NS AND EL~ATIONS COVERSSHEET,INDEX A-606 EN~RGED P~NS AND EL~ATIONS PLOT PL~ AND PLOt PLAN A-607 EN~RGED P~NS AND ELEVATIONS SC~: A-608 EN~RGED P~NS AND EL~ATIONS ~ 0 FP-1 GENE~L NOTES' SCHEDULES AND LEGEND DIS AIC : 1000 ' ........ ~ FP-2 GROUND FLOOR FIRE PROTECTION P~N ~C~O~: ~ A-7O~ U~C[WOR~ ~LS ~ [~-3 [~S~ [LOOR r~R[ PROTEC~*O~ ~N BLOCK: 02 ~ FP-4 A~IC FIRE PROIECIiON Pg~ A-Sm U~SCEL~UEOUS ~CS ~ FP-~ 9~A~LS LOT(8) ' 2 ~00~ ~A O~ ~0~ ROQM NAME ABBREVIATIONS ARCHITECTURAL SYMBOLS CEILING APPURTENANCE LEGEND [] MAGNETIC HOLD OPEN DEVICE (ON WALL) ~)R RELOCATED SMOKE DETECTOR PLUMBING FIXTURE SCHEDULE MODEL NUMBER FIXTURE COLOR TRIM AND REMARKS ELECTR,ICAL SYMBOL LEGEND XF XN XR NCS LIGHT FIXTURE LEGEND (SEE CElUNG pI~S FOR SPECIFIC FIXTURES WHICH APPLy TO THIS pROJECT) ....... ~ MANF: LEGION UGH]lNG TH O D2 D1 DRAWINGS Cz SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campigl[a Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WFFHOUT THE WRittEN AUTHORIZATION OF Thomas Campiglio Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PAR'RES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRFLTEN CONSENT OF TCA ARCHITECTURE. Thomos Camp~glie, Architect, PLLC. {~)Copyright 2008 Thomas Complgllo Architect, PLLC. DBA. TCA ARCHITECTURE 9--10--08 ISSUED FOR D.O.H. REView, PAR~IAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, G REENPORT, NY 11944 ARCHITECT ARCHITECTdRE, INTLRIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK. NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 Tek (212) 245-6300 Fax, (212) 765~511 htr p:/bwvw.st er h n gnyc corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL, NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D,O,H./C.O,N, NO. 071038-H PROJ, NO. 16209 SCALE AS NOTED DRAWN XX HECKED TNC DATE 10-08-08 DRAWING LEGENDS AND SYMBOLS SEAL AN-02 2 SHEET NUMBER ............. . . '~ .. . ~ TPcRAOPAERRc'P~iT~TuT~Eo. rnas Gampiglla Architect, PLLC. DBA CONSTRUCTION C~SS(lADLE~Oq NYSB)kan U~V~UllY [uIq~ 3/u~l, ~1 ~su~) ~Copyright 2008 Thomas Camplglla Architect, PLLC. TCA ARCHITECTURE NEW YORK STATE BUILDING CODE CODPLIANCE (N SBC) ~PE lIB (EOUIVALENT TO ~PE II (000~ NFPA 101/DOH) 1~ nn~RS AT ~6' ~CH - 540" OF EXIT WIDTH 1. ' ALL THROUGH PEN~RATIONS OF FIRE RATED ASSEMBLIES SHALL BE CONDITIONS ' ....... - FIRESTOPPED AND SMOKESTOPPED TO FORM AN EFFECTIVE BARRIER AGAINST II SPECIAL CONDITIONS E -- 0 HOURS WIDTH FACTOR-TABLE 1005.1 0-2)=0.2 CORRIDORS THE PASSAGE OF SMOKE AND F~ME IN ACCORDANCE WITH 712...~ 1 2 (NYSBC) FIRST FLOOR OF AN EXISTING NURSING HOME I 2 OCCUPANCY THE AREA TO BE ALTERED IS - = 0 ~ STAIRWAYS (- )' ~' ~ ~"~"~'~' ~ 0 HOURS ' A. SAID PROTECTION SHALL BE BY AN APPROVED PEN~RATION FIRESTOP II 2. NURSING HOMES ARE LICENSED BY THE NEW YORK STATE HEALTH DEPARTMENT, AND AS SUCH ARE CEILING CONSTRUCTION -- 1 HOUR RATED .... (PER FOOTNOTE C) MIN. PROPOSED CORRIDOR WIDTH IS 8 FEET ~(~6 ) (2' 49 PA)' OF WATER AND SHALL HAVE AN F RATING OF NOT LESS' THAN Illl SUBdECT TO THE PROVISIONS OF TITLE lC(D), ARTICLE 71~1 OF THE NEW YORK STATE HOSPITAL CORRIDORS - 0 HOURS (407 ~) (TABLE 1016 1) ( ~ ~ ~,~ ~,~ ~,,~ ~ ~ ~ ~ ~ ~,~ I ' THE FOLLOWING NATIONAL REFERENCE - ' · ~RE~UIRED FOR BED TRAFFIC BY DOH HOSPITAL CODE, .m risc ~.,,~ ~ m~ ~ooC,WD~, ~'~"~'c~'Ill CODE. TILE 10 REQUIRES NURSING HO~ES TO COMPLY WITH : BUILDING AR~ AND HEIGHT LIMITATIONS (TABLE 50~ NYSBC, ~-2 MAX~RMI~ED TRAVEL DISTANCE (TABLE 1015.1) 2. WHERE PENETRATING ITEMS ARE STEEL FERROUS OR COPPER PIPES & STANDARDS, ~ANY OF WHICH ARE ALSO LISTED AS REFERENCED STANDARDS IN CHAPTER ~5 (NYSBC) A NFPA 101 - LIFE SAF~ CODE OCCUPANCE, C~SS lIB CONSTRUCTION) CONDUITS, THE ANNU~R SPACE B~EEN THE PEN~RATING ITE~ AND THE .......... MAX PERillED FIRE AREA - 11,000 S F OCCUPANCY GROUP ~-2, FULLY SPRINKLERED. ASSEMBLY PEN~RATED MAY BE PROTECTED AS FOLLOWS: B. NFPA 1~ - STANDARD FOR THE INSTAL~TION OF SPRINKLER SYSTEMS. MAX~ PERMI~ED BUILDING HEIGHT = 1 STORY UA~ PFPMI~F~ TPAVFI ~I~TANCF - ~00 FEET A. AT PENETRATIONS THROUGH CONCRETE OR MASONRY ASSEMBLIES WHERE HEIGHT ~ODIFICATION - SF~INKL~ff INC~5~ ~U~.Z) /I D NFPA 72- STANDARD ON AUTOMATIC F RE D~ECTORS. I DING~ MAY BE2 STORIE~ & 20 FE~ I~ HEIGHT LOC~ZO~CO~L~CE<~A '~'~'L~ PERMI~ED WHERE INSTALLED TO THE FULL THICKNESS OF I/ E. NFPA 80 - STANDARD FOR FIRE DOORS AND WINDOWS. FIRE AR~ MODIFICATION - SPRINKLER INCR~SE (506.3) ZONING AUTHOR[~ HAVING JURISDICTION: TOWN OF SOUTHOLD 3. ALL OTHER CONDITIONS SHALL ME~ THE REOUIREMENTS OF 712.3.1.2 l/ F NFPA BOA - STANDARD FOR THE INSTAL~TION OF HEATING, VENTI~TING ANDFIRFARFAIN SPRNKLERED BI UILDINGSM~AY BE INCREASED BY 200~ IN ZONING DISTRICT: HA~L~ DENSI~ (HD) RESIDENTIAL DISTRICT (NYSBC),,II 0 - STANDARD FOR ~PES OF BUILD NG CONSTRUCT ON. 11,000 S F , ..... H.N~PA 22 . MAX P~OPOS~D FI~ A~EAS' ' ' 1. P~R SECTIONS 2702.2.~ AND 2702.2.4 EXIT SI~NS AND MEAN~ OF ~ESS J/ ~-~-~ ~ ~ ~ ~SS~ON ' ' -- 1 630 S F ILLUMINATION SHALL BE PROVIDED WITH AN EMERGENCY POWER SOURCE// ~o ~ REASO~'r~''SSUE I. NFPA 241 - STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND A-3 DININO ROOM - ' '' B~K~G~AT[OMS[OR~S~C[D[S~CTS MEETING THE REOUIRE~ENTS OF SECTIONS 1011.5.~ AND 1006.3 DEMOLITION OPERATIONS. F-2 KITCHEN = 2,155 S.F. RESPECTIVELY ]1~°JEcT I-2 BA~NCE OF 1ST FLOOR = 23,877 S.F. ' RENOVATIONSTO' ' J. ~UIDELINES ~0~ DESIGN AMD CONSTRUCTION O~ HOSPITAL AND H~LTH CA~E ~ACILITIE~, ~E~U~TION ~EE~ll~ EXISTING COMPLIES A PE~ 1011 5.~ EXIT ~I~NS SHALL BE CONNECTED TO AN E~ER~ENCY / ' A~ERICAN INSTITUTE OF ARCHITECTS. S~OKE CO~PART~ENTATION ' POWER S~URCE WHICH WILL ENSURE CONTINUED ILLUMINATION FOR NOT K. WHERE CONFLICTS OCCUR B~EEN THE NEW YORK STATE BUILDING CODE AND ANY OF THE% N%~C REQUIREMENTS AND DOH/NFPA CODE REQUI~EMENT~ ARE THE SAME REGA~DIN~ ~MOKE kO~TT ~)~ETH(~.~)~ 20,0~ ~c> ;~ b~5~ ~L~~AL O TO~ REFERENCED STANDARDS, THE ~ORE RESTRICTIVE SHALL APPLY. THE SPECIFIC APPLICABLE COMPART~ENTATION. 12 ¢00 YES ' EDITIONS OF THE ABOVE REFERENCED STANDARDS SHALL BE THOSE CURRENTLY RECOGNIZED BY LOT ....... DEPTH k(~)'[ 0 ' /I " TU~ UCU~ W~V CT~T~ U~,TU n~D~PTU~T ~C nrn zn~ ~ m ~,Z~ D~DD,~DC CU~,, ~ DPnW,n~n Tn c.~m~z~n~ EACH STORY INTO AT L~ST FRONT YARD (~.) 35 68.2 YES 2. PER 1006& IN THE ~ENT OF A POWER FAILURE, AN EMERGENCY BEING IN EFFECT THROUGH SUBSTANTIAL COMPLETION OF THIS PROJECT. 2 SMOKE COMPARTMENTS MEETING THE FOLLOWING REQUIREMENTS: BOTH SIDE ~A~DS (~) 30 725 YES AR~S' R~R YARD 35 89 6 YES THROUGHOUT THIS ANALYSIS, WHERE THE MORE RESTR CTVE PROVISIONS OF THE REFERENCED , .................. 1 P~UPAPTUFklT AREA SHALL NOT EXCEED 22 500 S.F. LOT COVE~GE krg~] ' 25 25" (38,923 S..F) YES '1)9~ EXITFxiT ACCESSsTAiRWAYsCORRIDORS & PASSAGEWAYS Ill 61700 ROUTE 48, GREENPORT, NY 11944 CODES APPLY THE APPLICABLE CASE WILL BE ANNOTATED TO STATE SUCH. ' BUILDING HEIGHT (~.) 35 33 YES _, ....../ ARCH~CT EXISTING NO 3) THE PORTION OF EXIT DISCHARGE IMMEDIATELY ADJACENT TO EXIT . . 2. MAX. TRAVEL DISTANCE FROM ANY POINT IN A SMOKE COMPARTMENT TO THE SMOKE NUBBER OF STORIES 2 ~ 3 ......... -~pr~qr DISCHARGE DOORS / A SEPARATE S~ OF ~STATE HOSPITAL CODE DRAWINGS" (REQUIRED BY THE NYS DOH) WILL SHOW naPPIER DOORS SHALL NOT EXCEED 200 FE~ r~uru~cu ,,~ ........... /I TS ~"- ' PARALLEL COMPLIANCE WITH DOH FIRE PROTECTION & EGRESS REQUIREMEN . . . 3. COMPLIANCE /I ' LY SPRINKLERED 'A~ ~'~UILDING 'IS PROTECTED BY A THE SMOKE BARRIER SAID "AR~ MAY BE THE AGGREGATE OF CORRIDORS, PATIENT ' ' A ALL REQUIRED EMERGENCY ~ EXIT LIGHTING SHALL B~' POWERED BY THE ~ A~CN,TEC~URE, ~N~R,ORS. PROU~CTMANA~EMENT AREAS OF THE EXISTING BUILDING ARE FUL ' LOT COVE~GE OR VOLUME ' TREATMENT ROOMS, LOUNGES, DINING ROOMS AND OTHER LOW HAZARD AR~S. BUILDING DIESEL FIRED EMERGENCY GENERATOR. / THOMAS CAMPIGLIA, ARCHITECT, PLLC FIRE A~RM SMOKE DETECTION SYSTEM. THESE SYSTEMS WILL BE RECONFIGURED TO SUIT NEW ROOMS, PARTITION ~ CEILING SYSTEMS. COMPLIANCE: ~O~O / 4. THE OVERWHELMING MAJORI~ OF T~E AR~S BEIN~ ALTERED SIT OVER AN UNOCCUPIED CRAWL /I ~w~u~. m~,~ ~o~.N~O~ SPACE. THEREFORE THERE IS NO FLOOR SYSTEM FIRE RATNG REQUIREMENT FOR MOST OF THE 1. THE AR~ BEING ALTERED S 27,660 S.F. AND IS SUBDIVIDED INTO ~ SMOKE ~/ WORK ZONE. COMPARTMENTS AS FOLLOWS: 1 PER TABLE 1609, NYS BUILDING CODE THE SU?ECT SITE IS IN A HURRICANE / PRO~ECT ~AN~ERS: ' PRONE" ZONE SUBJECT TO A '5-SECOND GUST' WIND SPEED OF 120 ~ILES PER 5 THE ENTIRE AR~ BEING ALTERED S ONE STORY (WTH A PARTIAL CEL~R). EXISTING ROOF SMOKE COMPARTMENT 1 - 8,978 SF HOUR /I ~' ' _~ II~ ' CONSTRUCTION CONSISTS OF LON -SPAN STEEL TRUSSES SUPPORT N YPSUM THE SMOKE COMPARTMENT 2 9, 00 S'F' /I UNDERSIDE OF THESE TRUSSES (BOSOM CHORD)IS PROTECTED BY A P~STER CEILING (AS A c~F P~P~RTMFKIT ~ Z ~ 8882 S'F' A. ~,~,~n 1~.1~ ~O~H 5 SECOND GUST HAS AN EOUIVALENT ~ STERLNGMANAGEMENT, INC SMOKE DIAPHRAGM) WITH A COSM~IC ACOUSTIC TILE CEILING BELOW. THE P~STER CEILING WILL ~,~,~,,~ ................. , ~ - , · · ~,~ .,,~ ~,~ ~, ,~ ...... ~ ~pA~KAVENUE. m~N~NE N~YO~K, NY'~O0~ REMAIN. THE EXISTING COSM~IC CEILING WILL BE REP~CED WITH NEW. ~ u~ T~VF~ ~ISTANCE WTH N A COMPARTMENT - 175 FE~ ( 200 FE~ 1 THE STE S ASSUMED TO BE A "WINDBORNE.DEBRIS REGION' SINCE IT IS WITHIN . ~ T~I:(~O.~t~:~.~S-aS~ ' TOPPED ~ ................ - ' ' NYSBC)I MILE OF THE M~N HIGH WATER LINE, IN A "HURRICANE PRONE ZONE" 0609'2'/ THE EXISTING A~IC IS COMPARTMENTALIZED BY MASONRY FIRE WALLS WHICH ARE FIRE-S - SMOKE-STOPPED. THE A~IC WILL REMAIN AN UNOCCUPIED SPACE. ~. AREA OF REFUGE (NON-SLEEPING AREA) CONSULTANT A. G~ZED OPENING WITH IN ~0 FE~ OF GRADE SHALL ME~ THE 6. THE SUBJECT ALTERATION WILL RESULT IN A DECREASE IN THE EXISTING OCCUPANT LOAD SINCE THE SMOKE COMPARTMENT = 9,800 S.F. (NON-SLEEPING AREA) REOUIREMENTS OF THE ~RGE MISSILE TEST OF ASTM E1996 PER SECTION· JAMES, LASA~ TO REDUCE THE NUMBER OF LICENSED BEDS 1609.1.~.1 ( SBC) CONSULTING ENGINEERS NURSING FACILI~ (WITH DOH APPROVAL) INTENDS COMPARTMENT ~ 2 (NON-SLEEPING AR~S) FROM 150 DOWN TO 120. PER TABLE 1005 2 2 2 FLOOR AREA/OCCUPANT IS ~-2 (NON-SLEEPING AREAS) : 2~0 5. ALL REP~CEMENT DOORS AND WINDOWS SHALL ME~ THE ABOVE REOUIRE~ENTS EXCEPT FOR A FEW VERY MINOR EXCEPTIONS, THE EXISTING CONFIGURATION AND CAPACI~ OF THE. , . 11 ~VAL. DRIVE, S~ITE129, IS~NDIA, NY1_1749 7. THE EXISTING ~ PROPOSED OCCUPANCY OF THE BUILDING IS I-2 (INSTITUTIONAL). THERE ARE ONLY Applicobility to substonUol olteroUons of existing buildings [101.~.2.4) ~ TWO ~OTHER' OCCUPANCY GROUPS WITHIN THE AREA BEING ALTERED: OCCUPANT LOAD = 9,800 ~ ~0 PERSONS / E~ Woll S~s (502.5.5.1) ~ 240 NSF/OCCUPANT The NYSEC sholl only oDDly to thor portion of o building subsystem being reploced, ' ~ ~ A. A-~ ASSEMBLY (DINING ROOM). provided thor 50~ or more of thor subsystem is reploced within ony consecutive 12 ~ S~ng EAt Woll). ~z'x I/ F 2 KITCHEN MIN. COMPARTMENT SIZE =&O PERSONS X 50 NSF/OCCUPANT =1,200 S.F. month period. ~ ~~~..~ ....... , ~ ~ ' Subsystems Affected by this Alteration: ~ Existing ~rick R = 2.~ ~ COMPARTMENT AND AS SUCH IS CONSIDERED AN ACCESSORY OCCUPANCY WHICH DOES NOT REQUIRE ' ~~ENT SIZE ~882 S F 1. Ceiling/Luminoires (more than 50%) ~ E~' ~nc~ Block R = 2.12 ~ A FIRE BARRIER (502.2 NYSBC). A SMALL THERAPY SUITE N~R THE MAIN DINING ROOM IS ALSO ~T LOAD - 8 882 = '- 74 '~ERSONS 2. ~o~f Syst~ repl~cemen~ ~own to s, hefhing o~er o~ ~nheoted attic. Ceiling f ~'l~%t~r R = 0.05 % CONSIDERED ACCESSORY FOR THE SAME R~SON ~ -120 NSF' 'OCO - De,ween ...... ouic CnG occup~eo spoces Delow ore insulomo. ~ ~lnside Surfoce F- ..... m R = 0 68 ' " / . 3 Inter,or of the per,meter woll/enveope s being stripped bock to the ex,sUng ( ~ce Him ~ ~ ~ 8. GIVEN ITS NON-COMBUSTIBLE CO'STRUOT'O" C~SS, ONE STORY HEIGHT, AND SPRINKLER SYSTEM, MIN. COMPARTMENT SIZE =74 PERSONS X 50 NSF/OCCUPANT =2,220 S.F. ' mason~ (more than 50%)) ,o a' % /I THE PROJECT QUALIFIES FOR BOTH A HEIGHT AND FIRE AR~ INCR~SE TO THE PERMI~ED TABU~R ACTUAL COMPARTMENT SIZE = 8,882 S.F. > 2,220 S.F. MIN. REQUIRED ( S~tem ¢2 ~roposed Wall) / H LIMITS OF TABLE 505, PER SECTIONS 5063 AND 504.2, NYSBC. Subsystem Not Affected by this Alteration: ~ Sys~m ~2 (P~p~ed Wall} fl DRA.-STOPPING OF A~IC SPACES ' 2 ~oce Film9.1 / 9 PER 4075 CORRDOR WALLS N 20CCUPANCES REQURE NO FIRE RATNG BUT MUST LIMIT THE 1 Slob on grode ct heotedcrowl crow spoce~2,, Air SDOCe ~R ~= ~4.0 ~% ~I~'~~/"/~"?/'"':'x · · AR~ iN A' FULLY SPRINKLERED BUILDING (407.2.~). SPRINKLERED, NON-COMBUSTIBLE BUILDING IS NOT REQUIRED. ~" " .... '~' '02 1' Suffolk Count' % ~' Concrete Block R = 2.12 % I[ '~ CHECKEe THC u,mocuc Lone = ~D ~rgure o · ) - Y / ,,,, ~f. n ~ ~ --, ~... CORRIDOR DOORS NOTE: OFFICES AND PHYSICAL THERAPY SUITES ARE ~CH LESS THAN 10% OF THE OCCUPANT LOAD FACTOR I-~ ~oSN%NE~I~R%As=2 ;OGGF/ U; f %A~,~o¢~ ~=.,.,)*,/ AREA BEING ALTERED AND AS SUCH ARE ACCESSORY TO THE I-2 OCCUPANCY. NO ~ ~ Z FIRE BARRIER REOUIRED. (502.2 NYSBC) SLEEPING AREAS = 17,860 S.F. = 149 PERSONS Gross Woll A[eo R17 = e? ,?~,o~,,(? ~?)., = % /I/~~¢~%.,..~. - ~ ~¢~/~CCUPANT Net Window Arco = /,zz~ s.f. Attic ~poce (W/Z con. FlOriN) = ~-~.u ¢ REQURED SEPARATION OF OCCUPANCIES (TABLE 502.3.2 /zu bbr/u ~ Net Door Arco = 251 s.f. R-54.0 ~ NYSBC~ ' . .......... Net Woll Arco = 6,259 s.f. U=.029 % // " F-2 ~ROM I-2 = 2-HOUR FIRE RATING NON SLEEPING AR~S = 9~800 S.F. = 41 PbNUUNb ~Attic Arco = 21,512 s.f. Floor -over = Conditioned Spoce - N/A / A-5 FROM I-2 = 2-HOUR FIRE RATING 240 GSF/OCCUPANT ~ ~ / ' 01 NYSBC' TOTAL OCCUPANT LOAD = 190 PERSONS CONSTRUCTION C~SS (TABLE 6 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERLY OF Thomos Compiglio Architect, PLLC. DBA LEGEND: TcA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomos Compigli~ Architect, PLLC. DBA TCA ARCHITECTURE. ~ THIS DOCUMENT IS INTENDED SOLELY FOR THE W =ILLUMINATED EXIT SIGN, WALL MOUNTED CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SH&LL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Campiglio, Architect, PLLC, C~ =ILLUMINATED EXIT SIGN, CEILING MOUNTED (~)Copyright 2008 Thomo~ Compiglio Architect, PLLC. · ~ =FIRE ALARM PULL STATION ~I~NG I-2 ~CUP~ (NU~ING HOME) =PROPOSED SPRINKLER HEAD. ~ =SUPPLY AIR DIFFUSER. ~ =RETURN OR EXHAUST REGISTER. 2 HOUR RRE W~ i..~..i =DENOTES TWO HOUR FIRE RATED PARTITION. ~ ~ ~ =DENOTES ONE HOUR FIRE RATED PARTI30N =SMOKE BARRIER. , NOTES: ~, THE EXISTIN6 BUILDIN6 IS FULLY SPRINKLERED. ~ AND SMOKE DBECTION SYSTEM. 8-28-o8 ISSUED FOR BID . ~ ~ - 5. NO INCR~SE IN THE EXISTING OCCUPANT LOAD WILL 8-28-o8 ISSUED FOR B.O.H. SUBMISSION RESULT FROM THIS ALTERATION. 8-12-08 ISSUED FOR D.O.B, FILING NO. DATE REASON FOR ISSUE 4. NO EXISTING OR PROPOSED D~D END CORRIDORS. PROJECT 1. DESIGN LOAD ON CEN~AL CORE SYSTEM IS REDUCED, ALLOWING IT 10 ~ FEED NEWLY CREATED SPACES WITH SUFFICIENT CAPACITY TO ACHIEVE ~CE OF ~OOR CONS~ES BLY PRE COMP~TMENT 'C' = 25,877~ ~ ~ ~ ~/~ ~~ F [[ r~ / ~ ~ ;~ =l. ~: I POSITIVE PRESSURE RELATIONSHIPS WHERE REQUIRED ............ ~ ] ~ ........... :~__ : ~ ..: .: .. _ 2. NEW SUPPLEMENTARY UNIT TO SERVE CENTRAL"UVING ROOM' ASSURES ADEQUATE CONDITIONING ~ILE SEPARA~NG SYSTEM FROM ~ ~ ~ ~ ~k~ ~ 5 ~ ~ ~-~;'¢:,'- 3. NEWSYSTEM TO BE PROVlDED ATREAR BALCONIES BEING ENCLOSED AND 61700 ROUTE 48, GREENPORT, NY11944 ¢" i~' ='~ ;o~TM"~ ~ ~' '%~T, , ,~= ADJACENT LOUNGE NEW SUPPLEMENTARY UNIT TO PROVIDE MORE ARCHI~CT ~ --~~/ ~ ~~.~ -- I .¢ .... ~ k ~ SYSTEM EXHAUST CAPACITY TO SERVE NEW PANTRY, D_~ou~,~ ~oounoo, ~ I ~--. ~~~l'fl ,', ,., I :~-, ~, 51 } ~ ,r~., ,L ~, NEW DEDICATED EXHAUST WILL SERVE SOIL ROOMS ON EACH FLOOR. ~ ; =---h------~ ~ ~ .[-,111 I r : ~ ~ ~ THOMASCAMPIGLIA, ARCHITECT, PLLC ~ ,',~ --=~ ~ ~ ',x, ," 2PARKAVENUE, M~NINE NmYORK, NY10016 ,. ~L .... ~ ~ ,,~, ,, , ..... ~ ,_ .~ . ~ ___ . = .___ ~_~ I ..... CONSULTANT , I I BE ACCESSORY TO I (NO WORK N.I C,) 30-BEB NURSING UNIT NYSTAIE BUILDING COBE , 31-BED DEMENTIA UNIT , __ , COMPLIANCE PLAN ' FIRST FLOOR EG SS PLAN SC~E: 3/32" = 1LO" ~AOF FLOORPLATEBEmG~TE~D =27,660 S.F. ' PHASE 2'~ ~" PHAsE'~ : CONST~UC~ON T~: ~(000)-~A ~0 ' ' EAST WING ' ~ ~ ~ "' WEST W NG r REF. NORTH KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AMD SHALL REMAIN, THE LIFE SAFETY CODE NOTES TcAPROPER3'( OFARcHiTECTURE. Thomas Compigl,o Architect, PLLC. DBA NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE blADE WITHOUT THE WRI~EN AUTHORI~TION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLJ[LY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY LIFE SAFELY COMPLIANCE INTERIOR FINISHES: SHALL BE IN ACCORDANCE WITH (10.2.5) EGRESS; OTHER CONSTRUCTION WITHOUT THE WRI~N CONSENT OF I. PER SECTION 10.2.3.1 OF NFRA 101, MATERIALS USED FOR INTERIOR FINISHES TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. ~) Copyright 2006 Thomas Campiglia Architect, PLLC. A. EXISTING NURSING HOME IS GOVERNED DY CHAPTER 19 OF NFRA 101. EXISTING AND TRIM SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 255 "rEST METHOD PER 19.2.6.2.2 (EXCEPTION): THE MAXIMUM PERMITrED TRAVEL DISTANCE IN A DBA. TCA ARCHITECTURE HEALTH CARE OCCUPANCIES FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS", INTERIOR FLOOR SPRINKLERED BUILDING=200 FEET MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 '~rEST METHOD FOR B. CODES MADE APPLICABLE BY REFERENCES: CRITICAL RADIANT FLUX of Boor-covering systems using radiant heat energy source". MAXIMUM PROPOSED TRAVEL DISTANCE = 108 FEET NO PROPOSED DEAD END CORRIDORS. ALL BUILDING CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE A. ALL INTERIOR FINISHES IN EXIT WAYS, PASSAGEWAYS, CORRIDORS, STORAGE ROOMS & SECTIONS OF THE NEW YORK STATE BUILDING CODE AND THE FOLLOWING ROOMS OF UNUSUAL HAZARD SHALL HAVE THE FOLLOWING CHARACTERISTICS WHEN TESTED EXIT CAPACIIY (FULLY SPRINKLERED BUILDING) REFERENCE STANDARDS FOR HEALTH CARE FACILITIES. THESE SHALL INCLUDE BUT PER NFPA 255 NOT NECESSARILY BE LIMITED TO THE FOLLOWING: OCCUPANT LOAD (TABLE 7.3.1.2) ~PICAL FLOOR A. NFRA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS. 1) WALLS & CEILING: CLASS "A" (ASTM E-84) INPATIENT SLEEPINO AREA= 120 s.f./person FLAME SPREAD: 0 TO 25 B. NFRA 70 - NATIONAL ELECTRIC CODE. SMOKE DEVELOPED RATING 0 TO 450 C. NFPA 72 - STANDARD ON AUTOMATIC FIRE DETECTORS 17.860 S.F. = 149 PERSONS D. NFRA 80 - STANDARD FOR FIRE DOORS AND WINDOWS 2) FLOOR COVERINGS: CLASS "1" (ASTM E-664) 120 s.f/person E. NFPA 90A- STANDARD FOR THE INSTALLATION OF HEATING, VENTILATION AND DEMOLITION OPERATIONS. CRITICAL RADIANT FLUX: MINIMUM OF 0.45 WATFS/CM2 NON-SLEEPING AREAS = 240 s.f./person G. NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS. B. ALL OTHER AREAS NOT REQUIRED TO NAVE A CLASS "A" FINISH SHALL HAVE A CLASS "B" 9.860 S.F. = 41 PERSONS I. NFRA 101- UFE SAFE7'{ CODE FINISH WITH THE FOLLOWING CHARACTERISTICS. 240 s.f/person WHERE CONFLICTS BETWEEN THE NEW YORK STATE BUILDING CODE AND ANY 1) FLAME SPREAD: 26 TO 75 TOTAL OCCUPANT LOAD=149+41=190 PERSONS OF THESE REFERENCED STANDARDS, THE MORE RESTRICTIVE SHALL APPLY. THE SPECIFIC APPLICABLE EDITIONS OF THE ABOVE REFERENCED STANDARDS SHALL BE 2) SMOKE DEVELOPED RATING: 0 TO 450 PER 19.2.3.2 THE CARAC~ HORIZONTAL EGRESS ELEMENTS SHALL BY 0.2 in/person THOSE CURRENTLY RECOGNIZED BY THE NE~/YORK STATE HEALTH DEPARTMENT AS (SPRINKLERED EXCEPTION) BEING IN EFFECT THROUGH SUBSTANTIAL COMPLETION OF THIS PROJECT. SMOKE COMPARTMENTATION 190 PERSONS x 0.2"/PERSON=38" EXISTING FIRE PROTECTION SYSTEMS NYSBC REQUIREMENTS AND DOH/NFPA CODE REQUIREMENTS ARE THE SAME REGARDING 1. BUILDING IS FULLY SPRINKLERED SMOKE COMPA~MENTATION. PROPOSED CAPACITY: 15 DOORS @ 36" EACH = 540">38" (REQUIRED) 2. BUILDING IS PROTECTED BY A FIRE ALARM & SMOKE DETECTION SYSTEM. PER 407.4 SMOKE BARRIERS SHALL BE PROVIDED TO SUBDIVIDE EACH STORY INTO AT LEAST 2 SMOKE COMPARTMENTS MEETING THE FOLLOWING REQUIREMENTS: MINIMUM CORRIDOR WIDTH=96">38" (REQUIRED) EXISTING BUILDING CONSTRUCTION (NEPA 220-TABLE 3-1) 1, COMPARTMENT AREA SHALL NOT EXCEED 22,500 S.F. REMOTENESS OF EXITS FIREPROOF CONSTRUCTION 'P(PE II (OOO) 2. MAX. TRAVEL BARRIER DOORS SHALL NOT EXCEED 200 FEET. PER 7.5.1.4, THE DISTANCE BETWEEN EXITS SHALL NOT BE LESS THAN TWO STORIES `3. THAT A REFUGE AREA OF AT LEAST N.S.F./OCCURANT BE PROVIDED ON EACH 1/2 LENGTH OF THE OVERALL DIAGONAL DIMENSION OF THE AREA SERVED SIDE OF THE SMOKE BARRIER. SAID AREA MAY BE THE AGGREGATE OF CORRIDORS EXTERIOR WALLS 0 HOUR FIRE RATING PATIENT ROOMS, TREATMENT ROOMS, LOUNGES, DINING ROOMS AND OTHER HAZARD AREAS. DIAGONAL DISTANCE: 241 FEET COLUMNS 0 HOUR FIRE ,RATING MINIMUM REMOTE DISTANCE: 241 =121 FEET 9-1o-o8 ISSUED FOR D.O.H. REWEW, PARRAL SET FLOOR CONSTRUCTION 0 HOUR FIRE RATING COMPLIANCE: 2 8-28-06 ISSUED FOR BID ROOF CONSTRUCTION 0 HOUR FIRE RATING 1. THE AREA BEING ALTERED IS 27,660 S.F. AND US SUBDIVIDED INTO .3 SMOKE MINIMUM PROPOSED DISTANCE BL'"I~/EEN EXITS = 140 FEET > 121 Min. (REQUIRED) 6-28-08 ISSUED FOR D.O.H. SUBMISSION CLASSIFICATION Of HAZARD CONTENTS=ORDINARY HAZARD COMPARTMENTS AS FOLLOWS: 8-12-08 ISSUED FOR D.O.B. FILING (19.1.5) (ALL SUCH CITATIONS REFERENCE NFPA 101) NO. DATE REASON FOR ~SSUE SMOKE COMPARTMENT #1:8,978 MINIMUM CONSTRUCTION REOUIREMENTS (19.1.6.2~ PROJECT COMPLIANCE: PER TABLE 19.1.6.2, NURSING HOMES BELOW 4 STORIES ARE PERMI~FED TO BE SMOKE COMPARTMENT #2=9,800 OF ~PE 000 CONSTRUCTION. (WHEN FULLY SPRINKLERED). FtENOVATIONS TO: SMOKE COMPARTMENT #`3=8,882 THE BUILDING IS CONSTRUCTED ENTIRELY OF NON-COMBUSTIBLE CONSTRUCTION. ALL OCCUPIED AREAS OF THE EXISTING BUILDING ARE FULLY SPRINKLERED AND THE BUILDING IS PROTECTED BY A 2. MAXIMUM TRAVEL DISTANCE WITHIN A COMPARTMENT =175 FEET < 200 FEET (REQUIRED) FIRE ALARM AND SMOKE DETECTION SYSTEM. THESE SYSTEMS WILL BE RECONFIGURED TO SUIT NEW PARTITION AND CEILING SYSTEMS `3. AREA OF REFUGE: (NON-SLEEPING AREA) SMOKE COMPARTMENT -9,800 S.F. (NON-SLEEPING AREA) ~ '" THE OVERWHELMING MAJORIP( OF THE AREAS BEING ALTERED SIT OVER UNOCCUPIED CRAWL SPACE. COMPARTMENT #2 (NON-SLEEPING AREA) THEREFORE THERE IS NO "FLOOR SYSTEM" FIRE RATING REQUIREMENTS FOR MOST OF THE WORK ZONE. PER TABLE 100`3.2.2.2 FLOOR AREA/OCCUPANT IN I-2 (NON-SLEEPING AREAS) =240 N.S.F./OCCUPANT AND =120 NSF/OCCUPANT (SLEEPING AREAS) THE ENTIRE AREA BEING ALTERED IS ONE STORY (WITH A PARTIAL CELLAR). EXISTING ROOF CONSTRUCTION CONSISTS OF LONG-SPAN STEEL TRUSSES SUPPORTING GYPSUM PLANK. THE OCCUPANT LOAD 9.800 = 40 PERSONS 61700 ROUTE 48, GREENPORT, NY 11944 UNDERSIDE OF THESE TRUSSES (BO~FOM CHORD) IS PROTECTED BY A PLASTER CEILING (AS A 240 n.s.f./occ SMOKE DIAPHRAM) WITH A COSMETIC ACOUSTIC TILE CEILING BELOW. THE PLASTER CEILING WILL ARCHITECT REMAIN. THE EXISTING COSMETIC CEILING WILL BE REPLACED WITH NEW. MINIMUM COMPARTMENTS SIZE=40 PERSONS X `30 n.s.f./occ =1,200 S.F. ACTUAL COMPARTMENT SIZE OF 9,800 S.F.>I,200 S.F. MINIMUM REQUIRED THE EXISTING A~FIC IS COMPARTMENTALIZED BUY MASONRY FIRE WALLS ARE FIRE STOPPED AND SMOKE STOPPED. THE AITIC IS AND WILL REMAIN AN UNOCCUPIED SPACE. 4. AREAS 0 REFUGE: (SLEEPING AREA) r~ SMALLEST COMPARTMENT SIZE= 8,882 PROTECTION OF HAZARDOUS AREAS (19:~.2.1) (FULLY SPRINKLERED BUILDING) / HAZARDOUS AREAS SHALL BE CLASSIFIED AS: OCCUPANT LOAD= 8,882 = 74 PERSONS ARCHITECTURE, INTEF~I'ORS. PROJECT MANAGEMENT 1. BOILER/HEATER ROOMS 120 n.s.f/o.c.c. THQMAS CAMPIGLIA, ARCHITECT, PLLC 2. CENTRAL LAUNDRIES (LARGER THAN 100 S.F.) MIN. COMPARTMENT SIZE = 74 PERSONS X `30 N,S.E./OCC. = 2,220 S.F. 3. PAINT SHOPS ACTUAL COMPARTMENT SIZE = 8,882 S.F. >2,220 S.F. MINIMUM REQUIRED 4. REPAIR SHOPS 5, SOILED LINEN ROOMS DRAFTSTOPPING OF ATrlC SPACES 6. TRASH COLLECTION ROOMS 2 PARK AVENUE, ME,NINE NE~/V YORK, NY 10016 PER SECTION 716,4, DRAETSTOPPIND OF ATi'IC SPACES IN A FULLY SPRINKLERED TEL. NO. (212)666-1858 F~( NO. (212)765-6511 7. STORAGE ROOMS (LARGER THAN 50 S.F.) NON-COMBUSTIBLE BUILDING IS NOT REQUIRED 8. LABORATORIES PROJECT MANAGERS: A~FIC SPACE HAS VOLUNTARY DRAFTSTOPPING WALLS WHICH ARE COINCIDENT WITH S !R IN ARE NOT REQUIRED (EXITING BUILDING IS FULLY SPRINKLERED - NO FIRE BARRIERS REQUIRED). · · II NOTE: 2 HOUR FIRE SEPARATION REQUIRED TO DEMISE KITCHEN AND ASSEMBLY OCCUPANCIES. · (NEW YORK STATE BUILDING CODE GOVERNS) STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE. NEW YORK, NY 10016 CONSTRUCTION OF CORRIDOR WALLS (FULLY SPRINKLERED BUILDING) Tel: (212) 245-6700. Fax. (212) 765-6511 PER 19.3.2.1 (EXCEPTION No.1): A CdRRIDOR IS PERMITTED TO BE SEPARATED BY A NON-RRE http.//~v~v.stedmgnyc.com RATED (NON-COMBUSTiBLE) PARTITIONS CONFIGURED TO LIMIT THE TRANSFER OF SMOKE. COMPLIANCE. CORRIDOR PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF A SOUD CEILING CONSULTANT FORMING THE UNDERSIDE OF STEEL A~FIC TRUSSES. JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLJ~NDIA, NY 11749 TEL NO. (631) 592-2673 F~3((631) 592-2673 CONSULTANT CONSULTANT  D.O.H./C.O.N. NO. 071038-H PRO& NO. 16209 ,,/,' SCALE AS NOTED "' ,' CHECKED TNC ~R DATE 10-08-08 NY STATE HOSPITAL COMPLIANCE NOTES Al X'-(i 5 SEAL 1 SHEET NUMBER DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Comp!gila Architect, PLLC. DBA TCA ARCHITECTURE. GENERAL PHASING NOTES NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Comp!gila Architect, PLLC. DBA TCA ARCHITECTURE. 1. ALL NOTES WITH AN ALPHABETICAL PREFIX ARE LOCATED ON THIS DOCUMENT IS INTENDED SOLELY FOR THE DRAWING AN-1 CONSTRUCTION OF THE PROJECT NAMED HEREIN AND 2. THE GENERAL PHASING OUTLINE TO FOLLOW IS AN SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY APPROXIMATE FRAMEWORK FOR EXECUTING THE SUBJECT OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. PROJECT. BASED ON THIS FRAMEWORK, THE CONTRACTOR = (~Copyright 2008 Thomas Complglio Architect, PLLC. SHALL SUBMIT THE FOLLOWING WITHIN 3 WEEKS AFTER DBA. TCA ARCHITECTURE EXECUTION OF CONTRACT. A. A WRITTEN PHASING OUTLINE IDENTIFYING THE MAJOR PROJECT PHASES AND THE DURATION OF EACH B. A SINGLE LINE BAR CHART PROJECT SCHEDULE SHOWING THE OVERLAPS BETWEEN PHASES AND THE OVERALL PROJECT TIMELINE (IN TOTAL NUMBER OF MONTHS FROM START TO SUBSTANTIAL COMPLETION) 3. IT IS INTENDED THAT THE WORK AREA FOR EACH PHASE WILL BE VACANT FOR THE DURATION OF DEMOLITION AND CONSTRUCTION OPERATIONS FOR EACH PHASE. HOWEVER IT IS RECOGNIZED THAT NEW WORK MAY CROSS "PHASING BOUNDARIES" ( SEE NOTE DS). WHERE WORK MUST BE DONE IN RESIDENT AREAS, IT MUST BE SCHEDULLED SIGNIFICANTLY IN ADVANCE SO THAT THE OWNER MAY VACATE THE SUBJECT AREA FOR THE DURATION OF A WORK DAY. RESIDENTS WILL RETURN TO THAT AREA AT THE END OF THAT WORK DAY. SEE NOTE #B SITE PHASING NOTES 4. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION OF ALL SCAFFOLDING, FENCING, BARRICADES, SIDEWALK BRIDGES AND SIMILAR PROTECTIVE CONSTRUCTION AS REQUIRED TO EXECUTE THIS WORK. BASE BID SHALL INCLUDE ALL RELATED PROFESSIONAL FILINGS & PERMIT FEES. 5. ACCESS FOR WORKMEN & MATERIALS BHALL ONLY BE THROUGH DESIGNATED SERVICE ENTRIES, ACCESS THROUGH THE FACILITIES MAIN AND/OR TEMPORARY MAIN ENTRY SHALL BE PROHIBITED. 6. ALL MEANS OF EGRESS SHALL BE KEPT CLEAR AND UNOBSTRUCTED FOR THE DURATION OF DEMOLITON AND I CONSTRUCTION OPERATIONS. ALL DRIVEWAYS & WALKWAYS SHALL BE KEPT CLEAR TO ALLOW CONTINUED ACCESS BY EMERGENCY & SERVICE VEHICLES AND PERSONNEL. 7. BASE BID SHALL INCLUDE THE COST OF ANY CRANE, FENCE, SIDEWALK CLOSING, CONTAINER AND SIMILAR FILINGS & PERMITS. 9-10-08 ISSUED FOR D.O.H. REVIEW, PARTIAL SET 8-28-08 ISSUED FOR BID UNOBSTRUCTED FOR THE DURATION OF DEMOLITION AND 8-28-08 ISSUED FOR D.O.H. SUBMISSION CONSTRUCTION OPERATIONS. ~ - ' ~ IL i iii i~ ~~,'//~~ NO. 8-12-08 ISSUED FOR D.O.B. FILINGDATE REASON FOR ISSUE 9. THE CONTRACTOR SHALL ERECT FULL HEIGHT DR"~VALL TEMPORARY /d~/~2~ ///~ !~' ~ PROJECT PARTITIONS TO THE UNDERSIDE OF THE EXISTING PLASTER CEILINGS ' I I RENOVATIONSTO: AS REQUIRED TO SEGREGATE WORK AREAS AND PHASES. 10. THE CONTRACTOR SHALL EMPLOY THE USE OF TEMPORARY AIR HANDLERS (WITH HEPA FILTRATION, AS REQUIRED TO MAINTAIN PROPER AIR QUALITY IN THOSE NON-WORK AREAS 0 A, TEMPORARY AIR HANDLERS SHALL MAINTAIN THE WORK AREAS IN A NEGATIVE PRESSURE RELATIONSHIP RELATIVE TO ADJACENT "NON-WORK" AREAS. BE EXECUTED IN SUCH A MANNER SO THAT RESIDENTS CAN RETURN (TO THEIR ROOMS EACH AFTERNOON) TO A SAFE, AND [] __ WEATHERTIGHT ENVIRONMENT [] 12. WITHIN OCCUPIED RESIDENT AREAS INSTALL ONLY THE TOTAL NUMBER OF FAN COIL UNITS IN A GIVEN WORK DAY THAT CAN BE COMPLETELY~1~' .... I -- 61700 ROUTE 48, GREENPORT, NY 11944 INSTALLED TO A OPERATIONAL & WEATHERTIGHT CONDITION IN A GIVEN / ~'~} ARCHITECT DAY. TEMPORARY PROTECTION SHALL NOT BE PERMITED. 1,3. WHERE WORK MUST BE DONE IN OCCUPIED RESIDENT AREAS THE OWNER - WILL TEMPORARILY RELOCATE RESIDENTS FROM WORK AREAS ON DALLY BASIS ~ '~~ A. ON A GIVEN WING: 3 TO 5 ROOMS OR ..... T C A 6 TO , RESIDENTS DAILY .- ~ ~_,~_ ~_~ !... L j,. //~2._,_.~' "ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT 14. ALL WORK WITHIN ATTIC SPACES MUST BE DONE WITH ALL / ~ THOMAS CAMPIGLIA, ARCHITECT, PLLC ESTIMATED PROJECT DURATION - FRONT BUILDING 11 MONTHS STERLING MANAGEMENT, INC. ~ 2 PARK AVENUE, MEZZANINE ' NEW YORK, NY 10016 ---' ~ ........ ~----] ............ Tel: (212) 245-6300 Fax: (212} 765-8511 ~ ~ ~ _ __~ http'//www.stedingnyc.com i ;51-BED DEMENTIA UNIT O-BED NURSING UNIT CONSULTANT JAMES, LASAI_A CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 PLAN - PROPOSED CONDITIONS TEL NO (681, D92-2673 FAX (631, 692-2673 : 1/6.=i,_0. CONSULTANT KEY NOTES: 0 (~ EXISTING WALL TO REMAIN DURING CONSTRUCTION ~) TEMPORARY DIVIDING WALL DURING CONSTRUCTION. CONTRACTOR TO MAINTAIN THIS WALL IN GOOD (DUST PROOF) CONDITION [~URING CONSTRUCTION. (~) TEMPORARY ENTRANCE DURING PHASE 2 OF CONSTRUCTION. CONSULTANT (~) REMOVE WALL AND CONSTRUCT VESTIBULE AT THE COMPLETION OF PHASE 2 WORK. PATCH AND REPAIR FLOOR AND CEILING TO MATCH NEW FLOOR AND CEILING. D.O.H./C.O.N. NO. 071038-H  PRO& NO. 16209 " ' SCALE AS NOTED ?/', / CHECKED TNC TR DATE 10-08-08 DRAWING PHASING PLAN SEAL SHEET NUMBER ! ! ! ! A2. A3. A4. AS. AS. A7. Ar. Ag. B2. BS. B4. B5. B6. BT. C2, CS, C4. C5. C6. WALL NOTES' PATCH AND REPAIR EXISTING WALL AND FLOOR FINISHES TO PROVIDE A PROPER SUBSTRATE FOR THE INSTALLATION OF NEW FINISHES, SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE NEW FINISH MATERIALS TO ASSURE COMPATIBILITY OF NEW FINISHES WITH EXISTING SUBSTRATE MATERIALS,(SEE BID ALTERNATIVES) WHERE EXISTING WALL SURFACES WILL SERVE AS THE SUBSTRATE FOR THE APPUCATION OF NEW VINYL WALL COVERING. SIZE (PREPARE) EXISTING WALL SURFACES USING MATERIALS AND METHODS AS RECOMMENDED BY WALL COVERING MANUFACTURER PRIOR TO INSTALLATION OF NEW WALL COVERING, WITHIN THE CONTRACT AREA, THE COi~CTOR IS RESPONSIBLE FOR VERIFYING THE FIRE AND SMOKE RATINGS OF ALL EXISTING PARTITIONS (WHICH WILL REMAIN) REQUIRING A FIre RATING AND/OR A SMOKE RATING. CONTRACTOR SHALL VERIFY IF EXISTING PARTITION EXTENDS TO UNDERSIDE OF DECKING ABOVE. IF NOT. EXTEND METAL STUDS AND APPLY LAYER(S) OF GYPSUM BOARD (EACH SIDE) TIGHT TO UNDERSIDE OF DECKING ABOVE TO ACHIEVE THE REQUIRED FIRE AND/ORRATINg. FIRESTOP IN ACCORDANCE WITH FIRESTOPPING NOTES ON DRAWING GN-1. WHERE NEW OPENINGS ARE TO BE CUT IN EXISTINg PARTITIONS THE CONTRACTOR SHALL EXERCISE CAUTION SO AS NOT TO SEVER ANY CONCEALED PIPINg OR WIRING. RELOCATE ANY & ALL PIPINg OR WIRING WHICH WILL INTERFERE WITH THE CONSTRUCTION OF THE NEW OPENING. WHERE OPENINGS IN EXISTINg DRYWALL PARTITIONS ARE TO BE CLOSED, REMOVE EXISTINg DOORS, LOUVERS, FRAMES AND HARDWARE. TRIM OPENINGS AS REQUIRED FOR A TIGHT. NEAT JOINT OF NEW GYPSUM BOARD PANELS WiTH ADJACENT PANELS, INSTALL LAYER(S) OF GYPSUM BOARD ON EACH SIDE OF DRYWALL PARTITIONS TO MNNTAIN EXISTING FIRE RATING. WHERE PARTITIONS AND FURRING ARe INDICATED TO STOP AT THE UNDERSIDE OF THE CEILIND, THE CONTRACTOR SHALL EXTEND A SUFFICIENT NUMBER OF METAL STUDS TO THE UNDERSIDE OF THE DSCK ABOVE AS REQUIRED TO LATERALLY BRACE THESE PARTITIONS. FIRESTOP CEILING PENETRATIONS AS NOTED ON DRAWING GN-1 PROVIDE AND INSTALL NEW FIRE DAMPERS WHERE EXISTING DUCTS PENETRATE NEW ONE HOUR Fire HATED PARTITIONS. PROVIDE AND INSTALL NEW MOTORIZED FIRE/SMOKE DAMPERS WHERE EXISTING DUC]WORK PENETRATES NEW 2 HOUR HATED PARTITIONS AND/OR RATED SMOKE PARTITIONS. WHERE EXISTING DOOR OPENINGS ARE CONVERTED TO DROPPED ARCHES: BRACE EXISTING CEILINg ON BOTH SIDES AND REMOVE EXISTING DOOR AND FHAME. CONSTRUCT NEW DROPPED ARCH BEGINNING AT 6" BELOW pLANE OF EXISTING CEILING, INSTALL NEW METAL STUD DIAGONAL CROSS BRACING TO THE STEEL DECK ABOVE AT 4B" O.C. WHERE EXISTING TOILETS, SHOWERS. TUB ROOMS & FOOD SERVICE AREAS ARe BEING DEMOLISHED. AND ALE OR PART OF THE SURROUNDING PARTITIONS ARE TO REMAIN. REMOVE CERAMIC WALL TILE AND SUPPORTING WALL BOARD TO EXPOSE PARTITION FRAMING. BASE BID SHALL ASSUME 50% REPLACEMENT OF EXISTING WALL,BOARD METAL STUDS/TRACKS~ SUBMIT UNIT PRICES FOR REPLACEMENT OF PARTITION FRAMINO IN EXCESS OF 50~.. WHERE NEW WALL HUNG CABINETRY, GRAB BARS, WALL GUARDS AND OTHER SUCH WALL MOUNTED ITEMS ARE TO BE INSTALLED, TNE CONTRACTOR IS RESPONSIBLE FOR TNE INSTALLATION OF SUPPORTING "GROUNDS" IN THE WALL CAVITY, WHERE EXlSTINO PARTITIONS ARE TO BE PARTIALLY REMOVED AT LOCATIONS WHERE HANDRAILS AND WALLGUARDS EXIST, AND SUCH HANDRAILS AND WALLGUARDS ARE NOT BEING REPLACED WITH NEW, CUT AND RECONFIGURE EXISTING HANDRAILS AND WALLgUARDS TO TERMINATE AT EITHER SIDE OF NEW CORRIDOR OR ROOM OPENINGS UTILIZING NEW WALL RETURN EHD SECTIONS. NEW COMPONENTS SHALL MATCH EXISTING IN ALL RESPECTS. EXCEPT AS OTHERWISE NOTED, PROVIDE AND INSTALL NEW CORNER GUARDS AT ALL OUTSIDE CORNERS OF INTERSECTING WALLS WITHIN CONTRACT ARea. WHERE SHOWN OR NOTED ON THE DHAWINGS, THE CONTRACTOR IS ALSO RESPONSIBLE FOR SAW CUTTING A NEW MASONRY OPENINGS IN THE EXISTING IA~SONRY EXTERIOR WALLS FOR THE INSTALLATION OF A NEW SHEET METAL SLEEVES AND LOUVERS. THIS WORK INCLUDES NEW STEEL LINTELS, FLASHING, CAULKING, AND REPAIR OF INTERIOR SUBSTRATE SURFACES IN PREPARATION ROR APPLICATION OF NEW FINISHES, SEE DRAWlNDS FOR LOUVER SIZE. USE ONE 4"xS 1/2"xS/B" STEEL ANGLE FOR EACH 4" WYTHE OF MASONRY TO BE SUPPORTED. APPROXIMATE WALL DEPTN; 16" WHERE SHOWN OR NOTED ON THE DHAWINGS, FURR OUT EXISTING MASONRY WALLS WITH ONE LAYER OF GYPSUM BOARD ON METAL STUDS WITH FOIL-FACED INSULATION IN STUD CAVITY. SEE DETAILS ON DRAWINg AW-I FOR STUD SIZE AND SPACING. (SEE BID ALTERNATE) FRAME NEW PARTITIONS AROUND EXISTING DUCTS WHICH ARE TO REMAIN ABOVE AND FIRESTOP RESULTINg OPENING PER FIRESTOPPING NOTES ON DRAWING GN-1. SEE NOTE A7. ALL WET ROOMS Le. TOILETS, SHOWERS AND TUB ROOMS TO RECEIVE FULL HEIGHT "DUROC" BRAND CEMENT BOARD AND FULL HEIGHT CERAMIC TILE. (TYPICAL) (SEE BID ALTERNATE) FLOOR NOTES: WHERE EXISTING CONCRETE SLABS ARE TO BE PATCHED OR REPAIRED TO SERVE AS AN UNDERLAYMENT FOR NEW FLOOR FINISHES, PATCHING UP TO 1/2" DEPTH SHALL BE DONE USING A NON-SHRINK, SELF-LEVELLINg, PUMPABLE, FAST SETTING CONCRETE FLOORIND UNDERLAYMENT. ("ARDEX") WHERE DEPTH OF THE AREA TO BE PATCHED EXCEEDS ,I/2", PATCHING & FILLING SHALL BE "NYCON" BRAND FIBERMESH. (TYPICAL)(SEE BID ALTERNATE) WHERE DIFFERENCES IN FINISHED FLOOR ELEVATION ARE CREATED BY DEMOLITION OF PARTITIONS OR REMOVAL OF EXISTING FINISH FLOORING. RAISE CONCRETE SUBFLOOR TO LEVEL OF ADJACENT FINISHED FLOORING USING A NON-SHRINK, SELF-LEVELING PUMPABLE, FAST SETTING CEMENTITIOUS UNDERLAYMENT. M4XIMUM THICKNESS Of UNDERLAYMENT SHALL NOT EXCEED S/4".(SEE BID ALTERNATE) WHERE APPUCATION OF NEW FINISHED FLOORING CREATES A NEW FLOOR PLANE RELATIVE TO EXISTING CLEANOUTS, FLOOR DRAINS, ETC..., THE CONTRACTOR SHALL RNSE THE LEVEL OF CLEANOUT AND FLOOR DRAIN COVERS SO AS TO BE FLUSH WITH NEW FINISHED FLOORING. USE MATERIALS AND METHODS Per NOTE B1. WHERE FLOOR DRAINS, FIXTURE TRAPS ETC... ARE REMOVED FROM EXISTING CONCRETE SLABS, OR WHERE EXISTINg SLABS ARE CUT & CHASED FOR NEW UNDERSLAB PIPING. THE RESULTING VOIDS SHALL BE FILLED WITH AVERAGE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF S,O00 PSI AT 2B DAYS, AND HAVING A MINIMUM OF 610 POUNDS OF CEMENT PER CUBIC YARD CONCRETE. AT NEW TOILETS, SHOWERS, AND TUB ROOMS, COMPLETELY REMOVE EXISTING CEHAMIC TILE AND/OR VDT FLOORING & ADHESIVE & PREPARE EXISTING CONCRETE SLAB AS A SUBSTRATE FOR NEW THIN-SET CERAMIC FLOOR TILE INSTALLATION. PREPARATION MATERIALS AND METNODS SHALL BE IN ACCORDANCE WITH NOTE B1. FIRESTOP AND SMOKESTOP AROUND ALL FLOOR AND ATDC PENETRATIONS, SEE FIRESTOPPING NOTES ON SHEET ON-1 FOR MATERIALS & METHODS. WHERE NEW VINYL BACKED CARPETINg IS SPECIFIED TO BE INSTALLED OVER EXISTING RESILIENT FLOORING, THE CONTHACTOR SHALL SKIM COAT EXISTING RESILIENT FLOORING SURFACES WITH FLASH PATCHING COMPOUND PRIOR TO CARPET INSTALLATION. FLASH PATCH MATERIAL SHALL BE OF A TYPE RECOMMENDED BY THE CARPET I~NUFACTURER.(SEE BID ALTERNATE) CEIUNG NOTES. PRIOR TO BEGINNING NEW CEILINg WORK, COORDINATE WITH OTHER CONTRACTORS REGARDING THE REMOVAL, RELOCATION OR RECONFIOURATION OF THE WORK OF OTHER TRADES. THE CONTRACTOR SHALL PROTECT THOSE EXISTING INSTALLATIONS TO REMAIN DURING CEIUND WORK. WNERE BRANCH DUC]WORK IS TO BE REMOVED, CLOSE ALL OPENINOS IN SHAFTS AND PARTITIONS THROUDH WHICH THE DUC]WORK PASSES WITR MATERIALS HAVING AR EQUIVALENT OR BETTER FIRE RATING THAN THE EXISTING SURROUNDINg SNAFT OR PARTmON CONSTRUCTION. WHERE EXISTING REGISTERS ARE TO BE REMOVED, CAP ENDS OF RUN-OUTS. USE SHEET METAL MATERIALS OF THE SAME GAUGE AS EXISTINg DUC]WORK. TO THE gREATEST EXTENT POSSIBLE, THE CONTRACTOR SMALL INSTALL THE SUSPENDED CEILING AT THE HEIGHTS SHOWN ON THE CEILING PLANS. WHERE CONCEALED PIPINg AND CONDUIT WILL PREVENT iNSTALLATION OF CEILINDS AT TRE SPECIFIED HEIGHTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND PROVIDE INFORMATION AS TO THE S~ZE, LOCATION, AND HEIGHT OF THE APPURTENANCES CAUSING TNE INTERFERENCES. TNE ARCHITECT WILL NOTIFY THE CONTRACTOR AS TO HOW SAID INTERFERENCES SHOULD BE ELIMINATED OR CONCEALED. (SEE ALLOWANCE FOR ANCILLARY REMOVALS) WHERE NEW PARTITIONS ARE ERECTED BORDERING EXISTING SUSPENDED CEILINGS WHICH ARE TO REMAIN, BRACE EXISTING SUSPENDED CEILING GRID AND INDEPENDENTLY SUPPORTED LIGHT FIXTURES AND DUCTWORR. CUT AND REMOVE MAIN RUNNERS AT POINT OF A]TACHMENT OF EXISTIND CEILING GRID TO NEW DROPPED ARCHES AND PARTITIONS. ALLOW SUFFICIENT TOLERANCES FOR ATFACHMENT OF NEW WALL ANGLES. WHERE EXISTING WALL AND OR CEILING MOUNTED APPURTENANCES ARE LOCATED SO AS TO PREVENT PROPER INSTALLATION OF NEW CEILINGS, SOFFITS, MOLDINGS, ETD .... THE CONTHACTOR SHALL CAREFULLY REMOVE AND LOWER THESE ITEMS SO AS TO MAINTAIN THE SAME DIMENSIONAL RELATIONSHIP TO THE CEILING PLANE AS THAT WHICH PREVIOUSLY EXISTED. HOWEVER, IN NO CASE SHALL THESE APPURTENANCES BE MOUNTED LOWER THAN 6'-8" ABOVE THE LEVEL OF THE FINISHED FLOOR. THESE ITEMS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING: 1. EXIT LIGHTING AND SIGNS B. FIRE ALARM BELLS S. FIRE ALARM STROBES 4. WALL MOUNTED SPEAKERS 5. WALL MOUNTED MIRRORS WHERE NEW & EXISTING SUSPENDED CEILINGS ARE PART OF A FIRE RATED ASSEMBLY: 1. All NEW HVAC DIFFUSERS AND GRILLES SHALL BE PROTECTED WITH HOUR RESET TYPE FUSIBLE LINK FIRE DAMPERS APPROVED FOR USE BY THE BUILDING AND FIRE AUTHORITIES HAVING JURISDICTION. SEE MECHANICAL DRAWINGS. RELOCATE (REPLACE WiTH NEW) ALL EXISTING CEIEND ACCESS DOORS TO SUIT NEW CEIENO AND PARTITION ARRANGEMENTS. ADMINISTRATIVE NOTES D1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE TO DETERMINE TNE PROCEDURES FOR REMOVING WALE OR CEILING MOUNTED MIRRORS, MESSAOE BOARDS, AR]WORK, LOOKERS, FURNISHINGS AND EQUIPMENT, ETC... FROM THE CORRIDORS AND OTHER AREAS OF WORK. IF SO DIRECTED, THE CONTRACTOR SHALL DAREGULLY REMOVE SUCH ITEMS AND STORE THESE IN A MANNER AND IN SUCH A LOCATION (ON-SITE) DESIGNATED BY THE OWNER'S REPRESENTATIVE. AFTER COMPLETION OF NEW WORK, THE CONTHACTOR SHALL REINSTALL SUCH ITEMS WHERE DIREDTED BY OWNER. D2. OONTRADTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE REGARDING THE REMOVAL AND RELOCATION OF EXISTING TELEPHONE, SECURITY AND DATA DEVICES/EQUIPMENT AFFECTED OR DISTURBED BY THE WORK OR INDICATED TO BE REMOVED OR RELOCATED. DS. DEFINmON OF CONTRACT AREA: 1. THE DRAWINGS OENERALLY IDENTIFY THE "CONTRACT AREA" DY HATCHING THOSE ROOMS/SPACES WHERE NO SPECIFIC WORK IS DEFINED. THEREFORE. THOSE AREAS NOT HATCHED ARE WITHIN THE CONTHACT AREA. 2. THE DESIGNATION OF THE CONTRACT AREA IS FOR TNE CONVENIENCE OF TNE BIDDER ONLY AND DOES NOT IMPLY THAT ANY WORK EXECUTED OUTSIDE THE "CONTRACT AREA" (THE AREA CROSS HATCHED ON THE FLOOR AND CEILING PLANS) IS "ADDITIONAL WORK", OVER AND ABOVE TME LUMP SUM NEGOTIATED CONTRACT PRICE. S. SUBMISSION OF A BID SHALL BE EVIDENCE THAT THE CONTRACTOR RECOGNIZES THAT BUILDING SYSTEMS (PIPES, DUCTS. CONDUITS, ETC.) AND CONSTRUCTION ASSEMBLIES (FIRE HATED ENCLOSURES, STRUCTURAL SYSTEMS/COMPONENTS, ETC.) WILL STRADDLE AND QUITE OFTEN EXTEND BEYOND THE "CONTRACT LIMIT" LINE. ADDITIONALLY, WHERE WORK ON A BUILDING SYSTEM (OR ANY COMPONENT THEREOF). THAT IS REQUIRED FOR THE CONFIGURATION, CONTROL AND OPERATION OF SUCH SYSTEM OCCURS OUTSIDE TNE "CONTHACT LIMITS" THE CONTRACTOR SHALL PERFORM ALL SUCH WORK AT NO ADDITIONAL COST TO THE OWNER. RESTORATION AND MAINTENANCE OF CONSTRUCTION ASSEMBLIES, SUBSTRATES AND FINISHES SHALL BE DONE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH NOTE Mll. THIS INCLUDES ANY AND ALL FLOOR/ROOF PENETRATIONS THROUGH CONSTRUCTION ON FLOORS ABOVE AND/OR BELOW. COORDINATION WITH WORK DONE UNDER SEPARATE CONTRACTS THE GENERAL CONTRACTOR SHALL BE AWARE THAT THE OWNER MAY RETAIN THE SERVICES OF OTHER INSTALLERS, CONTRACTORS AND VENDORS WHO WILL BE RETAINED UNDER SEPARATE CONTACTS TO FABRICATE & INSTALL WORK WHICH WILL BE RELATED TO AND IN SOME CASES WILL BE DEPENDENT ON TH~' PROPER SEQUENCING AND INSTALLATION OF WORK TO BE DONE UNDER THIS CONTRACT. ITEMS OF WORK THAT THE OWNER MAY CONTRACT SEPARATELY INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: A. ~ (INCLUDED IN BASE BID BUT SUBdECT TO OPTIONAL LUMP SUM DEDUCT ALTERNATE) 1. PAINTING 2. WALL COVERINGS S. CERAMIC TILE 4. RESILIENT FLOORING 5. CARPET B. ~. (BY OWNER) DROPS, CONDUIT AND BACK BOXES BY (c.c.) C. ~. INCLUDED IN BASE BID, BUT SUBJECT TO OPTIONAL LUMP SUM DEDUCT ALTERNATE D. ~. (BY OWNER) "MOVEABLE" FURNITURE (FF~E)/ MEDICAL EQUIPMENT BY OWNER, ROUGHING, WIB[NG 4ND INSTALL4TION BY ~:g FIRE ~RM. (INCLUDED IN BASE BID, BUT SUBJECT TO OPTIONAL LUMP SUM DEDUCT ALTERNATE) F. ~. (INCLUDED IN BASE BID, BUT SUBJECT TO OPTIONAL LUMP SUM DEDUCT ALTERNATE) WHERE OWNER ELECTS TO APPLY LUMP SUM ALTERNATE, THE GENERAL CONTRACTOR'S RESPONSIBILITIES REGARDING THE WORK OF THE OWNER AND/OR SEPAHATE VENDORS & CONTRACTORS ARE: ~ (IF LUMP SUM ALTERNATE IS ELECTED BY OWNER) 1. SEE NOTE Al. 2. COORDINATE SCHEDULE FOR DELIVERY & INSTALLATION OF FINISHES WITH OTHER CONTHACTORS TO A~SURE ORDERLY FLOW OF WORK & MINIMIZE TIME DELAYS. (ALSO PART OF BASE BID) S. THE CONTHACTOR SHALL EXAMINE THE AMOUNT OF "UNDERCUT CLEARANCE" AT ALL "REPLACEMENT DOORS" & EXISTING DOORS WHICH' ARE TO REMAIN WHERE NEW FINISHED FLOORING IS TO BE INSTALLED (~YPICALLY 5/4" UNDERCUT U.O.N.) PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACT OR SHALL DETERMINE WMETHER MODIFICATIONS ARE REQUIRED TO THE EXISTINO DOORS TO INCREASE THE UNDERCUT CLEARANCE TO ALLOW SUFFICIENT TOLERANCE FROM NEW FINISH FLOORING. THE COST OF ALL DOOR MODIFICATIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTHACTOR. INCLUDING REPLACEMENT OF DOORS, FRAMES, AND HARDWARE. (ALSO PART OF BASE BID) 4. IF NEW CARPET PILE HEIGHT WILL PREVENT PROPER OPERATION OF CERTAIN DOORS, THE CONTRACTOR SHALL REPLACE THOSE DOORS WITH DOORS OF THE SAME WIDTH, MATERIAL, THICKNESS AND FIRE RATING. (ALSO PART OF BASE BID)(SEE BID ALTERNATE) 5. WHERE NEW VINYL BACKED CARpETINg IS SPECIFIED TO BE INSTALLED OVER EXISTING RESILIENT FLOORING, THE CONTRACTOR SHALL SKIM COAT EXISTING RESILIENT FLOORING SURFACES WITH FLASH PATCHING COMPOUND PRIOR TO CARPET INSTALLATION. FLASH PATCH MATERIAL SHALL BE OF A TYPE RECOMMENDED BY THE CARPET MANUFACTURER. (ALSO PART OF BASE BID) (SEE BID ALTERNATE) 1. AT TELEPHONE & DATA "DROP" LOCATIONS SHOWN ON THE DRAWINGS, THE GENERAL CONTRACTOR SHALL INSTALL 5/4" EMPTY CONDUIT (WITH DRAG WIRE & PULL BOX) TO 6" ABOVE FINISHED CEILING FOR FUTURE INSTALLATION OF TELEPHONE & DATA WIRING BY OTHERS. (PART OF BASE BID). 2. GENERAL CONTRACTOR TO PROVIDE PRIMARy POWER FOR CENTRAL DATA, TELEPHONE, PUBUC ADDRESS, AND SECURITY MODULES, PANELS, CONSOLES ETC. (ALSO PART OF THE BASE BID). (IF LUMP SUM DEDUCT ALTERNATE IS ELECTED BY OWNER) 1. REVIEW SHOP DRAWINGS PREPARED BY OTHERS PRIOR TO FABRICATION OF MILLWORK & TOILET ACCESSORIES AND NOTIFY ARCHITECT IN WRITING OF ANY CONDITIONS THAT WILL PREVENT PROPER INSTALLATION OF MILLWORK OR OF THE RELATED ELECTRICAL AND FINISH WORK TO BE DONE UNDER THE GENERAL CONTRACT. (ALSO PART OF BASE BID). 2. COORDINATE SCHEDULE FOR FABRICATION AND DELIVERY OF MILLWORK & TOILET ACCESSORIES WITH SUPPLIERS SO THAT WORK OF RELATED TRADES CAN BE PROPERLY COORDINATED. (ALSO PART OF RASE BID). S. INSTALL GROUNDS. BRACES, HANGERS, ETC. IN WALL STUD CAVITIES AS REQUIRED FOR PROPER INSTALLATION OF BASE AND OVERHEAD CABINETRY & TOILET ACCESSORIES. (ALSO PART OF BASE BIDS) ALTERNATE BID REQUIREMENTS A. THE CONTRACTOR SHALL SUBMIT ALTERNATE LUMP SUM DEDUCT BID FOR LABOR & MATERIALS COSTS COVERING THE FOLLOWING AREAS OF WORK: 1. PAINTING 2. WALL COVERING S. CEHAMIC TILE 4. RESILIENT FLOORING 5. TOILET ACCESSORIES (PROVIDE SEPAHATE LINE ITEM DEDUCT COST) 6. CARPET 7. MILLWORK (PROVIDE SEPARATE LINE iTEM DEDUCT COST) 8. FIRE ALARM 9. NURSE CALL (SEE FURTHER REQUIREMENTS) B. THE CONTRACTOR IS REFERRED TO THE "INSTRUCTIONS TO BIDDERS" FOR FURTHER INFORMATION REGARDING ALTERNATE BID PROCEDURES. C. THE LABOR AND MATERIAL COSTS IN PREPARING SUBSTRATES TO PROPERLY RECEIVE FINISHES SHALL BE INCLUDED IN THE ALTERNATE LUMP SUM. FOR EXAMPLE, TAPING AND COMPOUNDING OF DRYWALL FOR PAINT AND/OR WALLCOVERINg SHALL BE INCLUDED IN THE COST OF PAINT AND WALLCOVERINO ALTERNATE. D. THE COST OF LABOR AND MATERIALS FOR CEMENTmOUS FLOORING UNDERLAYMENT SHALL BE IN THE BASE BID AND NOT IN THE ALTERNATE(S). FIRE ALARM SYSTEM E. 1. WHERE OWNER ELECTS TO APPLY LUMP SUM DEDUCT ALTERNATE, DENERAL CONTRACTORS RESPONSIBIUTIES REGARDINg FIRE ALARM WORK INCLUDE: o. COORDINATE SCHEDULE WITH FIRE ALARM VENDOR SO AS TO INTEGRATE THIS WORK INTO THE OVERALL PROJECT TIMELINE. (ALSO PART OF BASE BID) b. PROVIDE ALL REQUIRED LINE VOLTAGE POWER TO FIRE ALARM SYSTEM COMPONENTS. (ALSO PART OF BASE DID) F2. ES. G2. G3. G4, GS. 2. RESPONSIBILITIES Of FIRE ALARM VENDOR RETAINED BY OWNER. o. OBTAIN PERMITS (INCLUDING FILING FEES) BASED ON ENGINEERS APPROVED PLANS. b. PURCHASE AND INSTALL ALL NEW DEVICES, REMOVE AND RELOCATE EXISTINg DEVICES WHERE SHOWN ON THE DRAWINGS ALLOWING SUFFICIENT SLACK FOR THE TIE-IN. c. WIRE ALL OEVlCES AND RUN WIRING TO THE VICINITY OF THE FIRE ALARM PANEL WiTH SUFFICIENT SLACK FOR THE TIE-IN. d. LICENSED AND INSURED FIRE ALARM ELECTRICAL CONTHACTOR SHALL COORDINATE ALL WORK WITH OTHER THADES. ALL FIRE SMOKE/DAMPERS SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. e. FIRE ALARM SYSTEM SHALL BE INSPECTED BY THE LOCAL FIRE DEPARTMENT AND FIRE ALARM CONTRACTOR. THE FIRE ALARM SYSTEM SHALL BE IN ACCORDANCE WITH NFPA AND LOCAL CODES HAVING JURISDICTION. f. FINAL TIE-IN OF ALL DEVICES TO MAIN PANEL, g. SYSTEM PROGRAMMING. h SYSTEM TESTINg. i. PREPARING AND FILINO NECESSARY FORMS WITH THE LOCAL FIRE DEPARTMENT TO SCHEDULE THE NECESSARY INSPECTION(S) AND OBTAIN APPROVAL AND SIGN-OFF. HVAC NOTES: CLEAN ALL EXISTING NVAC DIFFUSERS. AND DUCTS MINIMUM OF 4S" FROM GRILL. (WITHIN THE CONTRACT AREA) WHICH ARE TO REMAIN. WHERE DRAWINOS DO NOT SHOW EXISTING SUPPLY. RETURN AND EXHAUST REDISTERS TO BE RE-USED, THEY SHALL BE REMOVED. REOISTER COLLARS AND TEES SHALE BE REMOVED BAOK TO THE NEAREST DUCT BRANCH. CAP RESULTING OPENING IN THE BRANCH DUCT. AIRTIONT. USING SHEET METAL OF EQUIVALENT GAUGE TO THAT OF THE BRANCN DUCT. THE GENEHAL CONTRACTOR SHALL BE RESPONSIBLE FOR TME LEGAL "RECOVERY* AND DISPOSAL OF ANY AND ALL REFRIGERANT FROM COMPRESSORS/REFRIgERATION EQUIPMENT TO BE REMOVED ANB/OR RELOCATED. ELECTRICAL NOTES+ COORDINATE WITH ELECTRICAL DRAWINGS FOR NEW OUTLET AND SWITOH LOCATIONS, WHERE EXISTING OUTLETS AND SWITCHES ARE NO LONGER REQUIRED AT PARTITIONS TO REMAIN, REMOVE PLATES AND WALL BOXES AND CLOSE RESULTING OPENINGS WITH CONSTRUCTION TO MATCH EXISTING ADJACENT SUBSTRATE. WHERE ELECTRICAL EQUIPMENT, LIOHT FIXTURES, OUTLETS, SWITCHES, ETC. Are TO BE REMOVED OR RELOCATED (SEE UTILITY ROUGHING DEMOLITION AND REMOVAL WORK NOTES FOR FURTHER REQUIREMENTS): 1. DISCONNECT AND RELOCATE ELECTRIC MATERIALS AND EQUIPMENT WHICH ARE TO REMAIN WHERE NEW INSTALLATIONS AND CONSTRUCTION WILL OBSTRUCT OR IMPEDE THEIR PROPER FUNCTIONING. MAINTAIN CONTINUI~ OF ELECTRICAL CIRCUITS TO REMAIN. 2. CUT AND CAP FLUSH TO SURROUNDING SURFACES, ALL RACEWAYS TO BE ABANDONED AND DISCONNECT WIRING AT LOAD (EQUIPMENT) AND LINE SIDES. ( ALL CONDUIT AND WIRING SHALL BE REMOVED BACK TO ITS SOURCE. S. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AFFECTED BY THIS WORK. TEMPORARY SHUTDOWNS, WHEN REQUIRED, SHALL BE MADE ONLY WITH THE WRITTEN CONSENT OP THE OWNER. ALARM AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED. ANY REMOVALS OF EXISTING BASEBOARD SMALL BE DONE IN SUCH A MANNER SO THAT THE REMAINDER OF THE SYSTEM IN THE ADJACENT AREAS WILL REMAIN FUNCTIONAL. EXISTING INTERCOM SPEAKER AND CONNECTED WIRING SHALL BE PROTECTED DURING CONSTRUCTION AND SHALL BE INTEGRATED INTO NEW CEILING GRID. AT ALTERATIONS OF DAY CARE, DIAGNOSTIC & TREATMENT, NURSING FACILITIES. AND OTHER MEDICAL FACILITIES WHERE NEW OR RENOVATED RESIDENT ROOMS, TOILETS AND OR BATHING ROOMS ARE CONFIGURED, EXTEND NURSES CALL SYSTEM INTO NEW RESIDENT ROOMS, TOILETS AND/OR BATHINO ROOMS AND INSTALL NEW "RESIDENT CALL STATIONS" CONNECTED TO CENTRAL CALL STATION ENUNCIATOR. THIS WORK SHALL BE PART OF THE BASE BID. THIS WORK MAY BE DONE BY A VENDOR APPROVED BY THE OWNER, SHOULD THE OWNER ELECT TO APPLY A LUMP SUM DEDUCT ALTERNATE. THE CONTRACTOR SHALL COORDINATE NURSES CALL WORK WITH THE WORK OF OTHER TRADES TO ASSURE COOPERATION BETWEEN THESE TRADES. PLUMBING NOTES HI. WHERE PLUMBING FIXTURES ARE TO BE REMOVED, ALL EXPOSED WASTE, VENT, GAS AND WATER SUPPLY PIPING SHALL BE OUT BELOW LEVEL OF SUBFLOOR ARB/OR AT A POINT WITNIN EXISTING CHASE WALLS. ALL PIPING CUT SMALL BE CAPPED PRIOR TO CLOSURE OF WALL OR FLOOR OPENINGS. ALL OPENINGS IN CNASE WALLS SHALL BE CLOSED WITH CONSTRUCTION HAVING AN EQUIVALENT OR BETTER FIRE RATING THAN THE EXISTIND CHASE ENCLOSURE. SEE FIRE STOPPING NOTES ON DWD. ON-l. H2. WHERE PLUMBING STACKS MUST BE OPFSET DUE TO DEMOLITION OF SURROUNDING CONSTRUCTION, OFFSET EXISTING WASTE PIPE ABOVE LEVEL OF NEW CEILINGS AND RUN HORIZONTALLY TO NEAREST PARTITION. INSTALL NEW VERTICAL DROP TO CEILING OF THE FLOOR LEVEL BELOW OR TO THE SLAB AS APPLICABLE. CUT AND CRASE EXISTING SLAB AS REQUIRED TO RECONNECT PIPE AT EXISTING SLAB LOCATION. INSTALL NEW CLEANOUTS AT ALL HORIZONTAL TO VERTICAL THANSITIONS. DOOR NOTES: dl. ALL EXISTING HOLLOW METAL DOORS (MARKED "EX") AND/OR FRAMES WITHIN THE CONTRACT AREA SHALL BE REFINISHED AS FOLLOWS: 1. REMOVE EXISTING HARDWARE & KICKPLATES AND PREPARE DOORS AND FRAMES TO RECEIVE NEW PAINT FINISH. PREPARATION SMALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER FOR THE SUBSTRATE CONDITIONS. 2. APPLY COAT(S) OF NEW FINISH PAINT AS SPECIFIED. S. REINSTALL EXISTING HARDWARE (UNLESS OTHERWISE NOTED TO INSTALL NEW HARDWARE) d2. THE CONTRACTOR SHALL EXAMINE THE AMOUNT OF "UNDERCUT CLEARANCE" AT ALL EXISTING DOORS WHICH ARE TO REMAIN WHERE NEW FINISHED FLOORING IS TO BE INSTALLED. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL DETERMINE WHETHER MODIFICATIONS ARE REQUIRED TO THE EXISTING DOORS TO INCREASE THE UNDERCUT CLEARANCE TO ALLOW SUFFICIENT TOLERANCE FROM NEW FINISH FLOORING. THE COST OF ALL DOOR MODIFICATIONS SMALL BE THE RESPONSIBILB~' OF THE CONTHACTOR. JS. PRIOR TO SUBMISSION OF BIDS, THE CONTRACTOR SHALL CONSULT WITH THE DIRECTOR OF pLANT OPEHATIONS AS TO THE STATUS OF ALL ACCESS DOORS & PANELS WITHIN THE AREAS TO BE ALTERED. WHERE ACCESS DOORS ARE NO LONGER REQUIRED, THEY SHALL BE REMOVED AND THE RESULTING OPENING SHALL BE CLOSED PER NOTE AS. J4. REVIEW KEYING REQUIREMENTS WITH OWNER'S REPRESENTATIVE PRIOR TO ORDERING HARDWARE. AT MINIMUM, "GRAND MASTER" AND "FLOOR MASTER" KEY SYSTEM IS REQUIRED. REMOVABLE CYLINDER CORES ARE REQUIRED AT ALL LOCKSETS. JG. WOOD BOORS: AT ALL EXISTING DOORS TAGDED "EX"' 1. REMOVE EXISTING HARDWARE, KICKPLATES, ETC.- SAND DOORS (ON BOTH SIDES) AS REQUIRED TO COMPLETELY REMOVE EXISTING FINISH. APPLY NEW FINISH BOTH SIDES: A. 1 COAT OF SPECIFIED STAIN B. 2 COATS OF CLEAR POLYURETHANE. 2. REINSTALL EXISTING HARDWARE. (UNLESS OTHERWISE NOTED TO INSTALL NEW HARDWARE). PAINT EXISTING HOLLOW METAL FRAMES. 3. IF DURING THE BIDDING PERIOD, TNE CONTHACTOR DETERMINES THAT TNE APPLICATION OF NEW FINISH FLOORING WILL REQUIRE THAT THE EXISTING WOOD DOORS BE UNDERCUT, THE CONTRACTOR SHALL SO STATE THIS IN HIS BiD SUBMISSION. ONCE THE CONTRACT IS AWARDED, NO CHANGE IN PROJECT COST OR TIME WILL BE ALLOWED DUE TO DOOR CLEAHANCE PROBLEMS. 4. WHERE THE CONTRACT AREA IS NOT VACANT POE THE DURATION OF THE PROJECT. THE EXISTING WOOD DOORS MUST BE REMOVED SO THAT THE REFINISHING CAN OCCUR OFF-SITE, OR AT AN ON-SITE LOCATION APPROVED BY THE OWNER. AFTER REMOVAL OF EXISTING DOORS, FOR REFINISHING, IN OCCUPIED AREAS, THE CONTRACTOR SHALL PROVIDE AND INSTALL TEMPORARY REPLACEMENT DOORS OF SIMILAR SIZE, OPERATION, AND FIRE RATING WHICH ARE TO REMAIN IN PLACE UNTIL THE REFINISHED DOORS ARE REINSTALLED. J7. WHERE NEW HARDWARE IS SPECIFIED, AFTER REINSTALLATION Of EXISTING DOORS, INSTALL NEW HARDWARE. THE CONTHACTOR SHALL DETERMINE DURING THE BIDDING PERIOD, IF THE SPECIFIED HARDWARE IS COMPATIBLE WITH THE EXISTING DOORS AND FRAMES. IF CONFLICTS EXIST WHICH WILL PREVENT PROPER INSTALLATION OF THE SPECIFIED HARDWARE, OR IF THE SPECIFIED HARDWARE IS NOT IMMEDIATELY AVAILABLE, THE CONTRACTOR SHALL SO STATE THIS IN HIS BID SUBMISSION. ONCE THE CONTRACT IS AWARDED. NO CHANGE IN COST OR TIME WILL BE ALLOWED DUE TO DOOR HARDWARE CONFLICTS WITH DOORS AND FRAMES. OR DUE TO UNAVAILABILITY OF SPECIFIED HARDWARE ITEMS. JB. ALL CORRIDOR DOORS SHALL RECEIVE KICKPLATES ON THE CORRIDOR SIDE. ALL CROSS CORRIDOR DOORS SHALL RECEIVE KICKpLATES, BOTH DOORS, BOTH SIDES. (SEE BID ALTERNATE) FINISH NOTES K1. WITHIN THE CONTRACT AREA: REPLACE ALL EXISTING HANDHAILS, WALL GUARDS, AND CORNER GUARDS WITH NEW. WHERE NEW PARTITIONS CROSS CORRIDORS OR WHERE EXISTING PARTITIONS ARE PARTIALLY REMOVED WHERE HANDRAILS CURRENTLY EXIST, INSTALL NEW HANDRAILS WITH TERMINAL SECTIONS WHICH RETURN TO THE WALL AT EITHER SlOE OF NEW OPENINGS. WHERE EXISTIND CORRIDOR OPENINGS ARE TO BE CLOSED, EXTEND HANDRAILS ACROSS CLOSURES TO NEXT TERMINAL POINT, SEE DRAWlNDS FOR LOCATION WHERE RIGID VINYL WAINSCOAT IS TO BE INSTALLED IN LIEU OF WALL GUARDS. KZ. WITHIN CONTRACT AREA, PAINT EXISTING SOFFITS AND CEIUNOS WHICH ARE TO REMAIN WITH COAT(S) OF SPECIFIED PAINT. SURFACE PREPARATION AND THE NUMBER OF COATS SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER FOR THE SUBSTRATE CONDITIONS. KS. USE MANUFACTURERS STANDARD VINYL REDUCER STRIPS TO TERMINATE NEW FLOORING MATERIALS AT ABUSING INTERSECTIONS WITH DISSIMILAR FLOORING OCCURS. ALL EXISTINO WALL & CEILING ACCESS DOORS/PANELS AND EXISTIND ELECTRIC PANEL DOORS & CABINET FRAMES SHALL BE FIELD PAINTED. KS. WHERE EXISTING WOOD HANDRAILS ARE SPECIFICALLY NOTED TO REMAIN AND BE REFINISHED, PROCEED AS FOLLOWS: 1. SAND TO COMPLETELY REMOVE EXISTING FINISH. 2. STAIN WITH SPECIFIED STAIN. S. APPLY 2 COATS OP CLEAR POLYURETHANE. KS. WHERE SPECIFICALLY NOTED THAT EXISTING VINYL COVERED WALL SURFACES WILL SERVE AS THE SUBSTRATE FOR THE ARPUCATION OF NEW VINYL WALL COVERING, LANCE EXISTING SURFACE BUBBLES AND PASTE ANY UNPASTED SEAMS. REPAIR ANY OTHER SURFACE FLAWS BY STRIPPING BACK A SMALL SECTION OF EXISTING WALL COVERING AROUND THE FLAW AND FILLING THE SECTION WITH PATCHING PLASTER, ALLOWING THE PATCH TO DRY THOROUGHLY. BEFORE APPLYING WALL COVERINg, PAINT EXISTING VINYL SURFACES WITH A VINYL TO VINYL PRIMER OF A TYPE RECOMMENDED BY WALL COVERING MANUFACTURER. 1. NOTE: BASE BID ASSUMES COMPLETE REMOVAL OF ALL EXISTING WALLCOVERINg K6. SCRAPE AND PAINT All EXISTINO RADIATOR AND INCREMENTAL UNIT COVERS WlTHING THE CONTHACT AREA. UTILI~ ROUGHING DEMOLITION & REMOVAL WORK EXCEPT AS OTHERWISE NOTED, THE BASE BID SMALL ASSUME THAT ALL OTIUTY ROUGHING SERVING ALL SYSTEMS, EQUIPMENT AND APPLIANCES IN THE CONTRACT AREA SHALL BE COMPLETELY REMOVED. BASE DID SHALL INCLUDE SUCH REMOVALS, WHEREVER THEY OCCUR WITHIN THE BUILDING. 1. PLUMBING: EXCEPT AS OTHERWISE NOTED, CUT AND CAP ALL GAS, WASTE, STEAM, WATER AND VENT PIPING TO BE ABANDONED AT THE UNDERSIDE OF THE FLOOR LEVEL BEING SEALED. 2. TR R · REMOVE ALL DEVICES. REMOVE ALL FEEDERS AND CONDUIT BACK TO THE ORIGINAL SOURCE. WHERE SYSTEMS AND EQUIPMENT SERVING SPACES OUTSIDE THE CONTRACT ARea (SEE NOTE D-S) Are LOCATED'WiTHIN THE CONTRACT AREA, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS SO AS NOT TO DAMAGE OR DISABLE THESE EXISTINg SYSTEMS AND EQUIPMENT, WHICH ARE TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ANY SYSTEMS OR EQUIPMENT (NOT REQUIRED TO BE REMOVED.) DAMAGED DUE TO DEMOLITION AND CONSTRUCTION OPERATIONS. (SEE SUBPARAGRAPH D) 48 HOUR WRITFEN NOTICE MUST BE GIVEN TO THE OWNER BY THE CONTRACTOR PRIOR TO ANY UTILF~' SYSTEM SHUTDOWNS. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE, ADJUST, ADAPT AND MODIFY EXISTING EQUIPMENT AND/OR SYSTEMS AS REQUIRED, WHEN SUCH APPURTENANCES ARE FOUND TO INTERFERE WiTH THE COMPLETION OF THE WORK OF THIS CONTRACT. SUCH REMOVALS SHALL BE DEFINED AS "ANCILLARY REMOVALS". 1. THE BASE BID IDENTIFIES A LUMP SUM ALLOWANCE FOR "ANCILLARY REMOVALS.' WITH THE SUBMISSION OF EACH REQUISITION FOR PAYMENT, THE CONTHACTOR SHALL SUBMIT A SUMMARY OF TIME AND MATERIALS FOR "ANCILLARY REMOVALS" DURING THAT REQUISITION PERIOD. "TIME" MUST BE CALCULATED UTILIZING THE LABOR RATES SUBMHTED AT TIME OF AWARD. 2. SHOULD THE TOTAL COST OF SUCH ANCILLARY MATERIALS ULTIMATELY EXCEED THE VALUE OF THE LUMP SUM ALTERNATE, THAN THE COST OF FURTHER "ANCILLARY REMOVALS" WILL BE CALCULATED UTILIZING THE UNiT PRICES SUBMITrED IN THE "FORM OF PROPOSAL." PANTRY EQUIPMENT NOTES THE HASE BID ASSUMES THAT ALL PANTRY EQUIPMENT WILL BE PROVIDED BY THE OWNER. THE GENEHAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLINg ALL REQUIRED UTILD'( ROUGHING WHICH WILL SERVE PANTRY EQUIPMENT. THE OWNER'S PANTRY EQUIPMENT VENDOR WILL DELIVER THE PANTRY EQUIPMENT TO THE SITE AND POSITION IT IN ITS FINAL LOCATION. FINAL CONNECTIONS OF PANTRY EQUIPMENT TO UTILITY ROUGHING SHALL BE BY THE gENERAL CONTHACTOR. THIS DENERAL CONTHACTOR IS RESPONSIBLE FOR THE COORDINATION OF PANTRY EQUIPMENT WORK: 1. REVIEW OF EQUIPMENT CUT SHEETS AND COORDINATION OF EQUIPMENT WITH MILLWORK AND ROUGHING INFRASTRUCTURE 2. INTEORATION OF THE DEUVERY AND INSTALLATION OF PANTRY EQUIPMENT INTO THE OVERALL PROJECT TIME SCHEDULE. GENERAL NOTES - INTERIOR DEMOLITION - M1 ALL INTERIOR DEMOLITION WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE NEW YORK STATE FIRE PREVENTION AND BU~LDINg CODE AND ITS REFERENCE STANDARD RS 1-2, SAFEGUARDING CONSTRUCTION ALTERATION AND DEMOLITION OPERATIONS, NFPA No, 241-1995. M2 PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL VISIT THE SITE, VERIFY ALL CONDITIONS, AND EXAMINE ALL DRAWINGS AND SURVEYS AFFECTING THE WORK OF THIS SECTION. AFTER VERIFICATION, THE CONTRACTOR SHALL REPORT ALL CONDITIONS WHICH MAY INTERFERE WITH OR WILL PREVENT PROPER EXECUTION OF THE WORK. MB THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AS REOU~RED BY LOCAL LAWS AND REGULATIONS. M4 ALL PROCEDURES AND SCHEDULES FOR DEMOLITION AND REMOVAL OF DEBRIS MUST BE REVIEWED WITH THE OWNER PRIOR TO COMMENCEMENT TO ASSURE MINIMUM INTERRUPTION OF ONGOING FUNCTIONS. M5 M6 DEMOLiTION WORK SHALL BE CARRIED ON IN A MANNER THAT WILL INSURE AGAINST INJURY OR DAMAge WHICH MIGHT OCCUR FROM FALLING DEBRIS OR OTHER CAUSES. THE CONTRACTOR SHALL ALSO TAKE EVERY PRECAUTION TO GUARD AGAINST MOVEMENT, SETTLEMENT OR COLLAPSE OF MATERIALS AND CONSTRUCTION AS A RESULT OF DEMOUTION OR REMOVAL AND SHALL BE LIABLE FOR THE PROMPT REPAIRS OF SAME. THE CONTRACTOR SHALL NOT CLOSE OR OBSTRUCT EXlSTINO EXITS, DRIVEWAYS AND FIRE LANES. DEMOLITION AND REMOVAL OPEHATIONS SHALL BE CONDUCTED SO AS TO INTERFERE AS Ll~LE AS POSSIBLE WiTH ACCESS TO THE FACILITY BY SERVICE AND EMERGENCY VEHICLES. NO MATERIAL WHATSOEVER SHALL BE PLACED IN FIRE LANES, EXITS, DRIVEWAYS OR IN PUBLIC ROADWAYS OR RIGHT OF WAYS. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT HIS OWN EXPENSE ALL LIGHTS. BARRIERS ETC. THAT MAY BE REQUIRED BY LOCAL ORDINANCES OR TRAFFIC REGULATIONS~ M7 PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL ASCERTAIN THE LOCATION OF ALL CONCEALED PIPING, CONDUIT, RACEWAYS ETC. AND SHALL TAKE PROPER PRECAUTIONS TO PROTECT THOSE UTILITIES WHICH MAY BE DAMAGED AS A RESULT OF DEMOLITION OPEHATIONS. MB ALL REMOVALS SHALL BE PERFORMED IN KEEPING WiTH THE BEST SAFETY PRACTICES GOVERNING SAME AND IN ACCORDANCE WiTH APPLICABLE LOCAL, CITY, STATE AND/OR FEDERAL LAWS. M9 THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DUST AND DIRT FROM RISING DURING DEMOLITION AND REMOVAL OPEHATIONS. EXCESSIVE USE OF WATER WILL NOT BE PERM[TFED. MIO NO SURNING OF MATERIALS ON THE PREMISES WILL BE PERMIttED. Mll THE CONTHACTOR IS RESPONSIBLE FOR ALL PATCHING, FILLING, AND REPLACING ALL SURFACES DISTURBED, CUT, DAMAGED, IN NEED OF REPAIR OR MADE IMPERFECT BY ALTERATIONS OR REMOVAL WORK, AND REPAIRING, REPLACING, CLEANINg. AND REAUGNING EXISTING WORK WHICH IS SCHEDULED TO REMAIN. REPLACEMENT PIECES AND/OR PARTS SHALL MATCH EXISTING MATERIALS IN EVERY RESPECT. M12 UNLESS OTHERWISE NOTED OR DIRECTED, MATERIALS RESULTING FROM DEMOLITION OPERATIONS SHALL BE THE PROPERTY OF THE CONTRACTOR AND SHALL BE ~MMEDIATELY REMOVED AND DISPOSED OF LEGALLY AT A LOCATION OFF-SITE. M1S THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE REMOVAL OF HAZARDOUS MATERIALS (WHICH ARE BEING REMOVED OR DISTRURBED) DISCOVERED ON THE JOB WITHIN THE SCOPE OF WORK AREA. IN PARTICULAR ASBESTOS CONTAINING MATERIALS I.E. CAULKIND, VAT, CEILING TILES, PLASTER DUCT WRAP, PIPE INSULATION, ANY ASBESTOS WHATSOEVER AND REPLACEMENT OF SAID MATERIALS IN KIND WITHOUT ASBESTOS OR HAZARDOUS AOENTS WITHOUT ANY ADDITIONAL COST WHATSOEVER TO THE OWNER. PROJECT PHASING: PH1. PRIOR TO COMMENCING WORK THE GENERAL CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE AND ALL VENOORS, INSTALLERS AND CONTRACTORS PERFORMING WORK FOR THE OWNER UNDER SEPARATE CONTRACTS TO REVIEW TNE SCHEDULE AND SEQUENCE OF CONSTRUCTION. ALL WORK MUST BE PERFORMED IN A MANNER LEAST D~SRUPTIVE TO ONGOING OPERATIONS AND IN A WAY THAT WILL MAINTAIN THE HEALTH, SAFE'P( AND WELFARE OF THE OCCUPANTS AND STAFF. SEE OUTLINE PHASIND PLAN DHAWING PH-1 FOR FURTHER INFORMATION. DRAWINOS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Complglla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WiTHOUT THE WRI~EN AUTHORIZATION OF Thomos Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SMALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRDTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. (~) Copyright 200B Thomas Campigllo Architect. PLLC. DBA. TCA ARCHITECTURE ISSUED FOR D.O.H. REWEW, PAR~AL SET 8-2B-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROdECT RENOVATIONS TO: 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INIERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWY©RK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 765~B511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 Tel (212) 245-B300 - Fax: (2t2) 765-8511 http:/Awcw.stedingnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129. ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX {B31) 592-2673 CONSULTANT ONSULTANT D.O.H./C.O.N. NO, 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED THC DATE 10-08-08 DRA~NG ALTERATION AND DEMOLITION NOTES SEAL SHEET NUMBER ! ! -- SEE NOTE ~A (WP.) [~(rm.) II %,~ SEE NOTE 2A OYP.) -- p.~ II I I1~ II II ^', II % II II '1 2A (TYP.) CUT EXST. MASONRY EXT. WALL TO INSTALL NEW WINDOW/UNTEL SEE PROPOSED pLAN FOR ADOT'L INFO. SEE NOTE 2A (TYP.) IF DEMO EXST. SHAFT & RELOCATE TO NLqN SHAFT LOCATION II JL ~, II " ~1 _ II SEE NOTE il 2A (rm.) IL JL JL JL - , PHASE 2 DEMOLITION -II 5 -k- ,2,:J c_DJ II II II B Jill(rm.) i3In rm.) II II II II II~ II II II II II iIC F IF,' Fl SAW CUT EXST. MASONRY WALL & PROVIDE LINTEL TO PROVIDE WINDOW SIM. TO EXST'G DOUBLE WINDOW ASSEMBLY, 1 I SAW CUT EXST. MASONRY EXT. WALL TO INSTALL NON WlNDOW/UNTEL SEE PROPOSED PLAN FOR ADDT'L INFO. PHASE ONE DEMOLITION II DEMOLITION FIRST FLOOR PLAN SCALE: 1/8" - 1'-0" LEGEND: DENOTES EXISTING CONSTRUCTION TO BE DEMOLISHED, GENERAL DEMOLITION NOTES: A. RE: MEP DRAWINGS FOR RESPECTIVE DEMOLITION WORK NOT SHOWN HEREIN. ALL EXISTING SERVICES BEING REMOVED TO BE CAPPED BACK TO ORIGIN UNLESS OTHERWISE NOTED. SEE NOTES C1, & F1 TO F3. B. DEMOLITION PLAN NOTES ARE ONLY APPLICABLE WHERE SPECIFICALLY KEYED IN OR AS OTHERWISE APPLICABLE PER NOTE D5 ON DRAWING AN-l. C. SEE NOTE Mll FOR RESTORATION OF DAMAGED AREAS, WHICH WERE TO REMAIN. DEMO PLAN NOTES: 1. ALL NOTES WITH AN ALPHABETICAL PREFIX WHICH ARE REFERENCED ON THIS DRAWING ARE LOCATED ON DRAWING AN-1. 2. INTENTIONALLY LEFT BLANK, 5.COMPLETELY REMOVE ALL EXISTING FLOOR FINISHES TO COMPLETELY EXPOSE STRUCTURAL SLABS AND SUBSTRATES. G.C. TO APPLY GYPCRETE CEMENTITIOUS UNDERLAYMENT AS REQUIRED UP TO ~" MAX. (AREAS ABOVE ~" TO RECEIVE "NYCON" BRAND FIBER MESH CONCRETE TOPPING.) AS REQUIRED TO ENSURE FLUSH AND LEVEL FLOOR SUBSTRATE AND PREPARATION AS REQUIRED TO RECEIVE NEW FLOOR FINISHES AS SCHEDULED. SEE NOTES B1 THROUGH B5. 4. WHERE PARTITION INFILL OR PARTIAL PARTITION REMOVALS ARE REQUIRED TO FACILITATE INSTALLATION OF NEW WORK, CONTRACTOR SHALL PATCH TO MATCH (SEE M-11) ALL ADJACENT SUBSTRATES A MINIMUM OF 36" EACH SIDE OF AFFECTED AREAS. SEE NOTES A4 & AS. 5.REMOVE ALL EXISTING DEVICES AND REPLACE WITH NEW COMMERCIAL GRADE TAMPER RESISTANT OUTLETS, SWITCHES, VOICE DATA RECEPTACLES AND COVER PLATES TO SUIT. SEE NOTES G1 TO 6. SEE MEP/FP DRAWINGS FOR ADDITIONAL RESPECTIVE DEMOLITION. SEE NOTES C1 & C6. 7.REMOVE AND REPLACE ALL EXISTING EXTERIOR FURRING, GWB, AND BA~ INSULATION WITH NEW. SEE DET 11/AW-1. (TYP.) SEE NOTES A13, A14 & A15. 8.REMOVE ALL EXISTING WINDOWS & EXTERIOR LOUVERS WITHIN CONTRACT AREA. SEE NOTES A~B & A14. 9.REMOVE EXISTING FINISHES & SUBSTRATES. SAW CUT & CHASE EXISTING CONCRETE SLABS. EXCAVATE ~ INSTALL NEW UNDERGROUND PIPING ON APPROVED BEDDING MATERIAL. BACKFILL & COMPACT EARTH. POUR NEW CONCRETE SLAB INFILL AND INSTALL NEW FINISHES & SUBSTRATES FLUSH WITH EXISTING ADJACENT SURFACES. FINISH MATERIALS SHALL MATCH EXISTING IN ALL RESPECTS. lO.REMOVE ALL EXISTING CONSTRUCTION; PARTITIONS, FLOORING, CASEWORK, PLUMBING AND SUSPENDED CEILINGS AND APPURTENANCES AS REQUIRED TO INSTALL NEW WORK. SEE NOTES; A15, B1 TO DS, C1, C6, F1 TO F3, G1 TO G6, Hr, & h2. 11.WHere EXISTING OUTLETS, SWITCHES. THERMOSTATS, HAVE BEEN REMOVED, BRING ALL ASSOCIATED WIRING AND CABLES BACK TO SOURCE AS REQUIRED. 12.PROVIDE TEMPORARY POWER FOR LIFE SAFETY AND OTHER EMERGENCY DEVICES AS DIRECTED BY OWNER, WHEN POWER IS INTERRUPTED. 13.CONSTRUCTOR TO PROVIDE STAND-BY ELECTRICIAN DURING DEMOLITION. 14. ALL EXTERIOR PARTITIONS, EXTERIOR DOOR, WINDOWS, AND EXTERIOR FINISHES SHALL REMAIN IN PLACE UNTIL SCHEDULED TO BE REMOVED BY CONTRACTOR. 15.PROVIDE TEMPORARY CONSTRUCTION THROUGHOUT AREA OF WORK. 16.EXISTING SPRINKLER SYSTEM TO REMAIN OPERATIONAL DURING CONSTRUCTION. 17.EXISTING FIRE ALARM SYSTEM TO REMAIN IN PLACE. 1B.ALL UTILITY SERVICES SCHEDULED FOR REMOVAL, SHALL BE TRACED TO THEIR MAIN SOURCE AND DISCONNECTED OR CAPPED AT THAT LOCATION PRIOR TO START OF WORK. 19.STICKY MAT AT EVERY THRESHOLD SHALL BE REPLACED EVERYDAY. 20.FLOOR SHALL BE BROOM-CLEANED AT THE END OF EACH DAY. 21.CONTRACTOR SHALL BE RESPONSIBLE OF PROPER DISPOSAL OF LIGHT FIXTURES AND BULBS. 22.PROTECT ALL SMOKE DETECTORS FROM CONSTRUCTION DUST. DEMOLITION NOTES: REMOVE EXISTING:(WHERE NOTED OR AS APPLICABLE PER NOTE O3). [] PARTITION. ] DOOR, FRAME, HARDWARE AND RELATED SUPPORTS. [] FLOORING AND BASE. PREPARE SUBSTRATE FOR INSTALLATION OF CEMENTITIOUS UNDERLAYMENT. CONTRACTOR TO LEAVE EXIST. VCT (DO NOT DISTURB) + SKIM COAT OVER + PREP AS REQ'D TO FACILITATE INSTALLATION OF NEW FLOORING AS SCHEDULED. [] PARTIAL PARTITION REMOVAL, FACILITATE INSTALLATION OF NEW DOORWAY ] INTERIOR FINISHES. [] REMOVE DOOR AND HARDWARE ONLY. REPLACE WITH NEW IN EXISTING FRAME. ] SAW CUT EXISTING EXTERIOR MASONRY TO FACILITATE INSTALLATION OF NEW OPENING. RE: WALL SECTIONS FOR REQUIRED GALV. STEEL ANGLE / BEAMS THEREIN. SEE NOTE A14. PLUMBING FIXTURES AND CONNECTED PIPING. SEE NOTES H1, H2, A9, & B4. REMOVE & REPLACE W/ NEW IN KIND TO FACILITATE INSTALLATION OF NEW STRUCTURE. CASEWORK, MILLWORK, UPPER & LOWER CABINETS AND SHELVING. CEILING, CEILING GRID, LIGHT FIXTURES AND ALL CEILING MOUNTED FIXTURES. SEE NOTES G1 TO G6. PTAC RE: tM) DWG's FOR ADDITIONAL DEMO. SCOPE THEREIN. ELECTRICAL SWITCHES, OUTLETS, & CONNECTED WIRING. SEE NOTES G1 TO LOUVERS. SEE NOTES A13 & 8. CONDENSER ASSEMBLY W/ CURBS AND ASSOCIATED PIPING. WINDOW. REPLACE WITH NEW TO SUIT EXISTING OR MODIFIED M.O. (MASONRY OPENING). SEE NOTES A13, & 8. HVAC UNITS & DUCTWORK EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. REMOVE EXISTING HEATING SYSTEM/RADIATOR AND PREPARE TO RECEIVE NEW HEATING ASSEMBLY (TYP.) r~ CUT & CHASE SLAB FOR NEW UNDERGROUND PLUMBING. SEE NOTES B4 & 9. r~ EXHAUST FANS. SEE NOTE ~] CORE DRILL & SLEEVE EXISTING SLABS FOR INSTALLATION OF NEW PIPING. FIRESTOP PER NOTES ON GN-1. REPLACE DAMAGED OR DEFICIENT COLUMN Fire PROTECTION TO ACHIEVE REQUIRED FIRE RATING. SEE DEATILS ON DRAWING AW-2. REF. N OR~PH PHASE 2/ EAST WING NORTH KEY PLAN 'PHASE' 1 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglla Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Compiglla Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRFFfEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglla, Architect, PLLC. (~)Copyright 2008 Thomas Camp~glia Architect, PLLC. DBA. TCA ARCHITECTURE A 10-08-08 ADDENDUM ~1 9-10-08 ISSUED FOR D.O.H. REVIEW, PARllAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR B.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREEN PORT, NY 11944 TCA ARCHI~CTURE, INTERIQRS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MFTFANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212} 245-6300 · Fax: (212} 765-8511 http.//~.stedingnyc.com CONSULTANT ,lAMES, LASAI CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 TEL. NO. (631) 592~2673 FAX (631) 592-2673 CONSULTANT CONSULTANT  D.O.H./C.O.N. NO, 071038-H PROJ. NO. 16209 SCALE AS NOTED . DRAWN XX '~;,, CHECKED TNC TRUE DATE 10-08-08 DRAWING FIRST FLOOR DEMOLITION PLAN SEAL SHEET NUMBER ! I ! EXISTING MAINTENANCE EXISTING ENVIRONMENTAL EXISTING SERVICES EXISTING GROUND FLOOR PLAN "A" SCALE: 1/8''= 1'-0" EXISTING BOILER ROOM EXISTING STORAGE EXISTING EXISTING WHEELCHAIR RECORD STORADE ROOM ' ' I I SERVICES EXISTING KITCHEN STORAGE IJ EXISTING STORAGE ROOM jl II EXISTING MEDICAL RECORDS I[ EXISTLND CLASSROOM WING 'A' (NO WORK N.LC.) ® REF, NORTH KEY PLAN DRAWINGS & SPECIFICATIONS AS INS~UMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compi9]io Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROdECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Archilect, pLLC. (~Copyright 2008 Thomos Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 10-08-08 ADDENDUM #1 9-10-08 ISSUED FOR D.O.H. REVIEW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILINO DATE REASON FOR ISSUE PROdECT RENOVATIONS TO: 61700 ROUTE 48, GREEN PORT, NY 11944 ~CHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 TEL. NO (212) 666-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC, 2 PARK AVENUE, MEZZANINE ~ NEW YORK, NY 10016 T~R (212) 245-6300 ~ Fax: (212) 765-S511 hRp ://~ww.st e fling nyc.co m CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, iSLANDIA, NY 11749 TEL, NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D.O,N./C.O.N. NO. 071038-H PROJ, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRAWING EXISTING GROUND FLOOR PLAN 100 ! i MASONRY INFWL WP WITH STUCCO FINISH. LIN I INFILL WITH STUCCO FINISH TO MATCH EXISTING CENTER PTACS UNDER WINDOW OPENING UNLESS OT~TED WP, I I LOWER Il, (~YP.) SEATING FOR mmmmmmml UNIT I I I mmmmmmmmmmmm SIM. 0PP, HAND EXISTING CANOPY ABOVE, TYP 1 HOUR SATED SMOKE PARTITION PROVIDE 4" CONCRDIE MAS REQ'D ~ COMPRESSORS ~RE (H) DWG'S FOR __ LOCATION & QUARTll~ 51-BED DEMENTIA UNIT RATED SHAFff I I ® I I I A171C ACCESS STAIRS ABOVE. PfPON/ FIBERGLASS DECORATIVE BOLUMNS, ~P, EXISTING PORCB EX I I PUSH PLATES EACH SIDE TO CONTROL INNER DOOR 0 HANDRAILS LIN CENTER PTACS UNDER -- WINDOW OPENING UNLESS OTHERWISE NOTED TYP MASONRY [NFILL EXISTING, PROVIDE NEW WINDOW/ LINTEL ASSEMBLY IN KIND WITH EXISTING V I.F LIN I I 0 I I I I I mmmmmmmmmmmmmmm I SIM O.U, I I I I I SIM, iii STOR. CAB'S PLANTERS U_N!T I I I -- HOT BOX ON 4" THICK CONCBETE PAD RE (P) FOR ADDT'L D.W LIN SO-BED NURSING RETAINIGN WALL 4"xC' DRAINAGE WEEPS (~(P.) / I MABONRY LNRLL WITH STUC60 FINISH TO MATCH EXISTING fTYP,) I CL UPPER & LOWER CABINETS SIM 0 H immmmmmmmmmmmmm I I I I I I I I I I I I I I I mmmmmm '0 O' EXISTING CANOPY ABOVE, TYP UNIT LEGEND: XXX -- DENOTES PUSH pLATE (PP) CONTROLLE DENOTES PARTITION ~WPES SEE A-6 FOR ADDT'L INFO + DETAILS DENOTES EXISTING CONSTRUCTION TO REMAIN, DENOTES NEW CONSTRUCTION DENOTES DOOR TYPE DENOTES DOOR HARDWARE DENOTES ROOM NAME DENOTES ROOM NUMBER - DENOTES BORROWED LITE TAGS DENOTES EXTERIOR WINDOW TAGS. mini DENOTES TWO HOUR RATED PARTITION NEW AND EXISTING LOCATIONS, AT - EXISTING LOCATIONS CONTRACTOR TO FIRESTOP AND SMOKESTOP ALL VOIDS/PENETRATIONS TO ENSURE TWO HOUR RATED ASSEMBLY DENOTES ONE HOUR RATED PARTITION AT NEW AND EXISTING LOCATIONS AT NEW AND EXISTING LOCATIONS - CONTRACTOR TO FIRESTOP AND SMOKESTOP ALL VOIDS/PENEtRATIONS TO ENSURE ONE HOUR RATED ASSEMBLY DENOTES ONE HOUR RATED SMOKE PARTITION AT NEW AND EXISTING LOCATIONS AT NEW AND EXISTING : , = LOCATIONS CONTRACTOR TO FIRESTOR AND SMOKESTOP ALL VOIDS/PENETRATIONS TO ENSURE SMOKE PARTITION ASSEMBLY. NOTES: 1, ALL NOTES WITH AN ALPHABETICAL PREFIX WHICH ARE REFERENCED ON THiS DRAWING ARE LOCATED ON DRAWING AN 08. 2. REFER TO A-503 FOR INFORMATION ON FIRE RATED ASSEMBLIES REFER TO "A 400" SERIES OF FLOOR PLANS HEREIN FOR EQUFPMENT, FIXTURES, IMPACT PROTECTION AND CASEWORK INFORMATION AND DETAILS. 4 WHERE SHOWN ON IMPACT PROTECTION PLANS, PROVIDE CORNER GUARDS AT ALL OUTSIDE CORNERS REFERENCE DETAILS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, SEE 6/A 504 REFERENCE DIMENSION PLAN SHEET A-111 FOR ADDITIONAL INFORMATION 6 ALL DIMENSIONS ARE APPROXIMATE, THEY ARE DERIVED FROM AS BUILT DRAWINGS AND SURVEYS GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND ALERT ARCHITECT OF ANY DISCREPANCIES, 7, ALL SPACES WITHIN THE CONTRACT AREA TO RECEIVE NEW FINISHES, RE FINISH SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, ALL FREESTANDING, MOVABLE FURNITURE AND/OR EGUIPMENT (--) N.I,C. (BY OTHERS). 8. WHERE WINDOWS AND BORROWED LITES WILL REMAIN, GENERAL CONTRACTOR TO CLEAN/REPLACE WHERE BROKEN/REPAIR AND RE-CAULK ALL EXISTING GLAZING AS REQUIRED TO ENSURE WATERTIGHT ASSEMBLY 9, SCRAPE, CLEAN, PRIME AND PAINT ALL EXISTING ITEMS TO REMAIN I.E INCREMENTAL UNITS, BASEBOARDS, ACCESS DOORS, ELECTRICAL PANELS, HOLLOW METAL DOORS AND FRAMES, ETC, WATERTIGHT ASSEMBLY 10 PATCH TO MATCH ALL EXISTING ITEMS AS RELATED TO DEMOLITION WORK MINIMUM 36" ON EITHER SIDE OF PARTITION, ~1 INTENTIONALLY LEFT BLANK 12, ALL EXPOSED PIPING TO BE PAINTED AND PATCHED TD MATCH EXISTING/NEW SURFACES AS REQUIRED TO INSTALL NEW WORK, PARTICULARLY IN AREAS BELOW WORK HEREIN 15 INTENTIONALLY LEFT BLANK. 14 WHERE SHOWN ON DRAWINGS, REMOVE AND REPLACE EXISTING WINDOW WITH NEW REPLACEMENT UNITS SEE WINDOW DETAILS FOR FURTHER INFORMATION. 15 WHERE CERAMIC TILE IS THE SPECIFIED WALL FINISH ALL PARTITIONS SHALL BE CONSTRUCTED WITH "DUROC" CEMENT BOARD IN LIEU OF GYPSUM WALLBOARD, 16, ALL PARTITIONS TO BE TYPE~ U O.N., ALL EXTERIOR PARTITIONS SHALL BE ~PE~6~O.N.. REFER TO PARTITION ~PE SHEET A-502~FOR ADDITIONAL INFORMATION 17 ALL DOOR~S~.SMALL BE TAG ~ U 0 N ALL DOORS TAGGED~ SHALL BE EXISTING DOORS AND FRAMES TO REMAIN, ~CH PAINT AS REQUIRED TO MATCH NEW 18, INTENTIONALLY LEFT BLANK 19, ALL EXlSTINO DOORS TO REMAIN WITHIN AFFECTED AREA CONTRACTOR TO PRIME AND PAINT AND REPLACE ALL DAMAGED HARDWARE TO ENSURE PROPER OPERATION, 20 WITHIN CONTRACT AREA, CONTRACTOR TO REMOVE EXTERIOR WALL FURRING, [,E GWB FINISH, BA~ iNSULATION FURRING STRIPS AND DEVICES TO EXPOSE INTERIOR MASONRY AND REPLACE W/ NEW IN KIND TO FACILITATE NEW LAYOUT RE, BET 11/A-506 FOR NEW EXTERIOR WALL FURRING, (TYp.) 21 ALL COAT CLOSETS SHALL BE PROVIDED WITH (1) SHELF & CONT COAT ROD (~P) ALL OTHER STORAGE CLOSETS WITH (5) MIN P LAM ADJUSTABLE SHELVES, 22, ALL (CRT) COMPUTER TERMINALS TO RECEIVE VOICE AND DATA RECEPTACLE5 AND QUAD OUTLETS TYP UNLESS OTHERWISE NOTED 25 PROVIDE GFI OUTLETS AT ALL WET ARFLAS (WHERE WATER IS PRESENT). 24 SKIM COAT ALL EXIST PLASTER/GWB SURFACES TO REMAIN PRIME & FINISH PER INTERIOR DESIGN DRAWINGS AND SPEC SEE NOTE 26 ON DRAWING D-lO0 FOR FURTHER INFORMATION 25 SEE MARK 22 ON DRAWING D 100 REGARDING EXISTING COLUMNS 26 PROVIDE (1) DUPLEX OUTLET ALL STORAGE ROOMS FOR LiFT CHARGING (TTP,) 27, PROVIDE PLASTIC SAFETY COVERS AT ALL OUTLETS WITHIN THE DEMENTIA UNIT 28 ALL EXTERIOR WINDOWS SHALL SE TAG W~ U 0 N. (SEE WINDOW LEGEND,) PROVIDE 'CHAMPION' RESISTOR IMPACT S1BO SERIES, TYP TO SUITE EXIST AND/OR NEW OPENING AS SHOWN IN PLANS EXTERIOR WINDOW LEGEND' DOUBLE HUNG WINDOW, FIRST FLOOR CONSTRUCTION PLAN SCALE: 1/8" - 1'-0" NOTES: WHERE THE CLEAR FLOOR SPACE COMPLYING WITH REQUIREMENTS NYSBC ALLOWS ONLY FORWARD APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH FORWARD REACH (LIGHT SWITCHES, ETC) SHALL BE 48" INCHES AND THE MINIMUM UNOBSTRUCTED LOW FORWARD REACH SHALL BE 15" OF WHERE THE CLEAR FLOOR SPACE COMPLYING WITH REQUIREMENTS OF NYSBC ALLOWS PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH SIDE REACH (LIGHT SWITCHES, ETC.) SHALL BE 54" INCHES AND THE MINIMUM UNOBSTRUCTED LOW SIDE REACH SHALL BE 9" INCHES. WING 'A' (MO WORK N,I.C) PHASE2 EAST WING ® REF NORTH NORTH KEY PLAN PHASE1 WEST WING DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Cmmplglfm Architect, PLLC DBA TCA ARCHITECTURE, NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas C~mplglia ArchRect, PLLC, DBA TEA ARCHITECTURE THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglfa, Architect, PLLC, 10-08 08 ADDENDUM #1 10 2-08 REVISED PER DOB COMMENTS 9-10 08 ISSUED FOR DO, H, REVIEW, PAR~AL SET 8 28-08 ISSUED FOR BID 8-28 08 IS.~UED FOR D.OH SUBMISSION 8 12-08 ISSUED FOR DOB. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREEN PORT, NY 11944 ARCRITECT ARCHITECTURE, INT~RIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 TEL. NO (212) 686-1858 FAX NO. (212) 765-8511 ROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TeR (212) 245;6300 - Fax. (212) 765-8511 hlto://www.sterlingnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIAr NY 11749 TEL. NO (631) 592-2673 FAX (631) 592-2673 CONSULTANT :ONSULTANT TRUE NORTH D,O,H /C O,N, NO 071038-H 'ROJ. NO 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10 08-08 DRAWING FIRST FLOOR CONSTRUCTION PLAN -lO1 SHEET NUMBER ! I DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERT~ OF Thomas Campigllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE I MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY [] OTHER CONSTRUCTION WITHOUT THE WRI3TEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglia, Architect, PLLC. {~ Copyright 2008 Thomas Comp~glia Architect, PLLC. DBA. TCA ARCHITEC~JRE F=fEF-~ ~ EF 21 I ~ I-', EF-3 SET .... . . ~ THROUGHOUT. SE SPEC FOR × ~ Jr i , / ,o~0w ~ET*L ' ~ '~--~11¢ ~_~__~_ ~-2s-0s ,sLuED FOB D.O.H. SUBM,SS,ON , . ~ - ~J [ I / AHU'S A~I) I)UC'~ORK SHOWN I I ~ ~* I1~ ,/ RE: (R) DRAWiNgS P0" BN~I~' I I I 1 ~ RENOVATIONS TO: ' Lo -- CONTRACTOR TO PROVIDE GYP. ~ Ii !1;1 Ill I COI~R~EfOR TO PROVIDE GYP. PLANK I:~il )~,'~ _' ~/ ,~.~ ~.,~ ,ii[BID._ ~ ' '- i o, I,: ~ ..... _ ARCHI~CTURE, INTERIORS, PROJECT MANAGEMENT ~-- ~~ ~r ~----~ ~ -- ~ ;__~ : ~ I1: THOMAS CAMPIGLIA, ARCHITECT, PLLC i , PROJECT MANAGERS: - ~ ( j 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 ~u _*l - . ! [ _ Tel: (212) 245-6300 ~ ~,~__ ~__ ~~~ _ _~ .... , ...... CONSULTING ENGINEERS ~--'~~ -~ Lil ! I STORPINOA~'ALL PENETRATDNS IHROLE;H X / ~ --" ' -- = il I ' · jja I /1: TEL NO. (631) 592-26731' OVAL DRIVE' SUITE129' ISLANDIA' NY11749FAX (631, 592-2670 ~1 I THROUGHOUT. SE[ SPEC FOR . L4 - - ~ ~ ~i CONSULTANT ~ ACCESS DOOR OYP.) I [ NtU'S/~ID DDC~toRN SHO~IN -- = = ~ -- ~- ,,. ,-.oR ~, I [ ~ =¢ ~ t y I I HERBN FOR REFERENCE ONLY. CONSULTANT PROPOSED ATTIC PLAN~ o.O.H./C.O.N. ~o. o~,o~8-. SCALE: 1/8" = 1'-0" /~!}~i~ RROJ. NO. 1~20~ ~;',,., SCALE AS NOTED NOTES: DRAWN XX 1. PROVIDE 1-HOUR RATED FIRE ALARM DAMPERS AT ALL ¢''J ,, CHECKED THC PENETRATIONS THROUGH THE RATED DECK. TRU DATE 10-08-08 2. PROVIDE 1-HOUR RATED FIRE & SMOKE MOTORIZED DRAWING DAMPERS AT ALL PENETRATIONS THROUGH ALL SMOKE BARRIERS (TYP.) A~IC FLOOR CONSTRUCTION PLAN SEAL SHEET NUMBER ! ! ! ! SLOPE 4:12 ~%k--- REMOVE EXISTING AIR HANDLING UNIT x'xx'x'x-- RAIN oUTrER DOWNSPOUT (TYP.) FANS (]YP.) SEE (H) DWO'S FOR RHAL LOCATIONS & OUANTITIES. -- PATCH TO MATCH ALL PENEIRATIONS AS REQUIRED DY MEP SCOPE WITH EPPM UNDEREAYMENT & ARCHITECTURAL SHINGLES IN KIND WITH EXISTING REMOVE EXISTING ~/~ ~HAUST FA~ EL SLOPE 4:12 RIDGE 6' GUTrER I! 6" GUT[ER (]7Pm) RIDGE- SLOPE 4:12 //~ ~EMOVE EXISTING D(RAUST FAN ~=~,'~ . EF. L.r. 0 bl O RIDGE O O VALLEY SLOPE 4:12 SLOPE 4:12 RIDGE SPIRE DN DIREC~ON OF EXlSllND ROOF SLOPE (TYP.) oI PATCH TO MATCH ALL PENETRAlJONS AS REQUIRED BY MEP SCOPE WITH UNDERLAYMENT & ARCHITECTURAL SHINDLES IN KIND WITH EXISTING (]~P.) ALL EXIS]ING WALL PENETRATIONS TO REMAIN U.0.N.  'SLOPE 4:12 O / "6' DOT[ER ....... '~x~ REMOVE EXISTING AIR DANDLING UNIT REMOVE EXISTING EXHAUST FAN EL SLOPE 4:12 O ~LOPE 4:12 RIDGE RAIN GUT[ER DOWNSPOUT ('P~P.) RAIN GUT[ER DOWNSPOUT GUT[ER (TfP.) PROPOSED ROOF PLAN "A" SCALE: 1/8" = IL0" SLOPE DIAGRAM SCALE: 1/8" = 1'-0" NOTE: 1, PROVIDE D-TAB ASPHALT SHINGLE ASSEMBLY FOR 20 YEAR GUARANTEE. 2. REMOVE EXISTING ROOF DOWN TO SHEATHING. 3, REPLACE SHEAIHING AS REQUIRED. ® REF. NORTH NORTH KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Camplglia Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Complglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thames Compiglia, Architect, PLLC, (~) Copyright 2008 Thomas Campigllo Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D.O.H. REVIEW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-06 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOE ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHI~CTURE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 http://w~w.sterlingnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLA~NDIA, NY 11749 TEL. NO, (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT RUE NORTH D.O.H./C.O,N. NO, 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-06-08 DRAWING ROOF PLAN (SEPARATE CONTRACT) 103 SEAL SHEET NUMBER CL. E~ WALK-IN FREEZER BOX LIN BED INIT LIN UNIT LIN LO_ ........ _gJ 101-1II ALIGN ,q 31-BED DEMENTIA UNIT ENTRT PROPOSED FIRST FLOOR DIMENSION PLAN "A" SCALE: 1/8" - 1'~0" PATIO Z LIN H LIN LIN LiN CL FRO ..i k H UNIT LIN LIN 30-BED NURSING UNIT WING 'A' (NO WORK N.I,C.) NOTE: REFER TO ENLARGED PARTIAL PLANS FOR DETAIL DIMENSIONS. SHEETS A-110, A-111 ® REF. NORTH EASTWING i :ii :}:,' KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERT¢ OF Thomos Campiglio Acchitect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRflTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF' THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRWFEN CONSENT OF TCA ARCHITECTURE, Thomos Campiglio, Architect, PLLC. (~}Copyright 2008 Thomas Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 8-28-08 8-28-08 8-12-08 DATE ISSUED FOR D.O.H. REVlEW, PAR~AL SET ISSUED FOR BID ISSUED FOR D.O.H. SUBMISSION ISSUED FOR D.O.B. FILING REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ~,RCHITECT ARCHITECTURE, INTERIORS, PROJECT MANagEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1658 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 ' Fax' (212) 765-85I~1 http://www.sterlingnyc.com :ONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT RUE NORTH D.O.H./C,O.N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-06 3RAWING FIRST FLOOR DIMENSION PLAN 111 SEAL SHEET NUMBER ®CW SF ~ CW® ecl// DENOTES CUBICLE CURTAIN TRACK(17P.) SEE DETAIL 10/A-502 FOR AODmONAL INFORMATION AND DETAIL. l ~C LIN LIN LIN ~M OB , %1 %1 OU ,,FP [] OB OB %1 %1 % D2 D2 % % % % ~ H WALK-IN FREEZER BOX o WP WP /',. WP PATIO ®C~ OM TOILET !- ~, ,:; 5m-BED DEMENTIA UNIT EXISTING PORCH 0 LINER DIFFUSER/ AIR SEE (Hi DWG'S FOR ADDT'L %1 OU %1 F?' CW® ~W ,,& OU %1 OM [] ~CW ~ [, i -- ~ CWe %1 *cw *F c¢ UNIT 50-BED NURSING DRAWINGS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERT¢ OF Thomas Camplgllo ArchBect, PLLC. DBA TEA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Compiglia Architect, PLLC, DBA TEA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglia, Architect, PLLC. (~) Copydght 2008 Thomas Camplglia Architect, PLLC. DBA. TCA ARCHITECTURE 10-08--08 ADDENDUM #1 9-10-06 ISSUED EOR D.O.H. REVIEW, PARTIAL SET B-28-08 ISSUED FOR BID B-28-08 IS~LIED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DA~E REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, IN~'RIORS, PROJECT MA THOMAS CAMPIGLIA, ARCHITEE 2 PARKAVENUE, MEZZANINE TEL. NO. (212) 686-1858 IAGEMENT PLLC N~ YORI NY 10016 FAXNO (21~ 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ~ NEW YORK, NY 10016 Tel: (212) 245;6300 Fax (212) 765-8B 1 http://www.stedingnyc,com I CONSULTANT JAMES, LASAL~ CONSULTING ENGINEERE 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CEILING CONSTRUCTION NOTES: 1. REFER TO SHEET AN-02 FOR LIGHTING FIXTURE SCHEDULE/LEGEND. 2. REFER TO DETAILS SHEET, DRAWING A-502, FOR ADDITIONAL INFORMATION. B. REFER TO MILLWORK DP~WlNGS FOR UNDERCABINET LIGHTING. 4. REFER TO ELEVATIONS FOR ADDITIONAL SOFFITS. 5. ALL CEILINGS ARE 8'-2" +/- A.F.F.U.O.N. & GWB-SOFFITS ~ 7'-6" A.F.F.U.O.N. 6. DROP CEILINGS AS REQUIRED FROM EXISTING TRUSSES TO ACHIEVE NOTED CEILING HEIGHTS WITH BLACK IRON, CLIPS, CHANNELS, ETC. 7. ALL CEILINGS SHALL BE 5/8" TYP "X' GYP. BD. U.O.N. 9. ALL BATHROOM, TOILET ROOM, AND TUB ROOM CEILINGS TO RECEIVE ~" ~(PE "X" W.R. GYP. BD. WITH PAINT. REFER TO FINISH PLAN. 10. GYP. BD. SOFFIT AND FASCIA TO BE PROVIDED OVER ALL UPPER CABINETS. REFER TO DETAIL 5/A-502 11. ALL EXISTING EXIT SIGNS TO REPLACED WITH NEW AS PER SCHEDULE IN ADDITION TO ANY SHOWN ON THIS DRAWING. 12. PROVIDE DIMMER SWITCHES FOR DOWNLIGHTS IN CONFERENCE ROOMS ADDITIONAL NOTES: esp CONCEALED ~(PE SPRINKLER HEADS. REFER TO = ENGINEERS DRAWINGS FOR ADDITIONAL REQUIREMENTS AND INFORMATION PLAN NOTES: REMOVE AND REPLACE EXIStiNG UGHT FIXTURE AND SWITCH WITH EXPLOSION PROOF UCHT AND LIGHT SWITCH. PROPOSED FIRST FLOOR P FLECTED CEILING PLAN "A" SCALE: 1/8" - ILO" WING 'A' (NO WORK NJ.CO ® REF, NORTH KEY PLAN TRUE NORTH O.O.H./C.O.N. N:O. 071038-H PRO& NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-OB-OB' D;I; T FL OOR REFLECTED CEILING PLAN 1 SEAL SHEET NUMBER ELEVATIONS LEGEN D/KEY NOTES DRAW..GS ~. SRED,F,OAT,ONS ~ ,.STRUME"~S OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN. THE PROPER3'f OF Thames Camplg[]e ArcMtect. PLLC. DBA TCA ARCHITECTURE. [~ SAW CUT EXISmNG MASONRY W~L TO NO REPRODUCTION. IN WHOLE OR IN P~T. SHALL BE  ACCOMODA~E NEW PTAC UNIT. COORDINATE MADE WITHO~ THE WRI~EN AUTHORIZA~ON OF Thomas OPENING SIZE WITH ENGINEERING D~WINGS. Comp~gii~ Architec[, PLLC. D~ TCA ARCH~ECTURE. REFER TO D~AIL 4/A-502 FOR ADDITIO~L THIS DOCUME~ IS INTENDED SOLELY FOR THE INFORMATION CONS~UCTION OF THE PROJECT ~MED HEREIN AND S~LL NOT BE USED BY ANY OTHER PARTIES FOR ANY A ~ +/- 42"X16" ~CHITECTURAL LO~ER (~P.) UTHER CONSTRUCTION WITHO~ THE WRI~N CONSE~ OF A REFER TO ENGINEERING D~WINGS FOR ADDITIONAL TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. INFORMATION. CONTRACTOR TO ~W CUT EXI~IN~ ~ Copyright 2008 Thomas Compiglio Architect, PLLC.  MASONRY AND PROVIDE GALVINIZED STEEL LIN~L D~. TCA ARCHITECTURE PER D~AIL 4/A-502 / ~W CUT ExIsmNG MASONRY WALL TO ~ ACCOMODA~ NEW W~NDOW/DOOR. COORDINATE OPENING SIZE AND LOCATION WITH CONSTRUCTION AND DIMENSION D~WlNGS. ~ PROVIDe DECORATIVE EIFS TRIM AROUND WINDOW ~_~ _ AND DOOR OPENINGS. TRIM PROFILE, TenURE, AND COLOR ~ ~ [; ~ PROVIDE DECORATIVE EIFS TRIM. ALIGN WITH D~AIL TO FOLLOW ~1~ ~1 ~r'~ , ~,'--~ ,, 1[ ~ ACCOMODATE INSTAL~TION OF NEW ARCHffECTURAI REQ'D (~P.) LITION NOR ELEVATION SC~E: 1/8" = 1'-0" MATCH EXI~ING AS REQUIRED --I ~A 1. REFER TO CONSTRUCTION P~N AND WINDOW ~~~;~a~T~, 4. EXISTING NORTH EL~ATION GUARD RAILS SC~E: 1/8''= 1'-0" -- ---- ---- JAMES, ~SA~ ~ ~}- T ~!,' CONSULTING ENGINEERS ~a [~ I ~ ~--~&~ TEL NO (631) 592-2673 F~ (631) 592-2673 I L OL ION EAST ELEVATION SC~E: 1/8"= 1'-0" ~~ D.O.H./C.O.N. NO. 071038-H I I ~ PROd. NO. 16209 I I .... SCALE AS NOTED WING 'A' CHECKED TNC ~ST WING WEST WING ROPOSED EAST ELEVATION R[~. NORTH NORTH ~ = KEY PLAN ! ! ! DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Complgllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARflrlES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Camplgllo, Architect, PLLC. ~) Copyright 2008 Thomos Compiglia Architect, PLLC. DBA. TCA ARCHITECTURE ~DEMOLITION ~ SOUTH ELEVATION SCAR: 1/8'.= 1'-0" C ~ ~ II II 61700 ROUTE 48, GREENPORT, NY 11944 ~ .............................. ~ ~___~ ~ THOMAS CAMPIGLIA, ARCHITECT, PLLC ~PROPOSED SOUTH ELEVATION SC~E: 1/8" = 1'-0" ,. ., ,, ~. JAMES, LASA~ ~, r---,r---l~.~.,~ L___JL,, ~- ~ .... hr,, .... ~ '~ ~ " ' " ' " ~I CONSULTING ENGINEERS ,, ,, ,. .%~--~_~' - ,~, ,, ,, , ,, , _ ....... ~ ~ ___J .... L__~_-_J ~ ., ~DEMOLITION ~ST ELEVATION SC~E: 1/8" = 1'-0" B.O.H./C.O.N. NO. 071038-H  PRO& NO. 16209 I I ~A~ XX I I ] (NO WORK N.I.O.) m DA~ 10-08-08 I I DRAWING ~PROPOSED~ST ELEVATION ~ NORTH "~' '~"~ KEY PLAN ~ SC~E: ~" = 1'-0" S[AL SHEET UUMBE~ ! ! ! DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER3Y OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRFTffEN AUTHORIZATION OF Thomas Compiglio Architect. PLLC, DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE. Thomas Compiglia. Architect, PLLC. ~)Copynght 2006 Thomos Complg[io Architect, PLLC. I ~DEMOLITION ~ ELEVATION 1 n PROPOSED ELEVATION SC~E: 1/8" = 1'-0" - ~ SC~E: ~" = 1'-0" , ~ ~. ~ ,. ,~ RENOVATIONS TO: D ,,- x, ', ~ .ce · -- __ ~, . %..% ~1700 ~OUI[ 48, G~Efi~O~T, ~Y ~ 1 ~44 ~DEMOLITION ~ ELEVATION ~o PROPOSED ELEVATION ARc,,=, -- ~ SC~E: ~, = 1'-0" SC~E: 1/8" 1'-0" THOMAS CAM~IGUA, '] ' ,~ .... ~,- -,.-~ ......... -~,~ ] ............ ~, STERLING MANAGEMENT, INC. JAMES, ~SA~ CONSULTING ENGINEERS DEMOLITION ~_ ELEVATION~,,~,~PROPOsc~E:1/8" = I'-0"SEDELEVATION TELl1 OVALNo. DRIVE,(631) 592-2673SUITE 129, IS~NDIA,F~ {631} 592-2673NY 11749 SC~: t/8" = Y-0" , ,F--qF--4,,~ qF 4, ', CONSULTANT ~ D.O.H./C.O.N. NO. 071038-H -- . ,. . ....... :~... ",' i DEMOLITION AND i ~(~ PROPOSED BUILDING ~ ELEVATIONS Fi~PROPOSED ELEVATION PHASE2 ~ I- PHASE1 SCALE: 1/8" = 1'-0" EAST WING WEST WING NORTH *F..OR~ KEY PLAN ! ! ! ! () LIN BED UNIT LIN 51-BED DEMENTIA UNIT it LEGEND A ENTRY EXISTING PORCH NEW RECESSED TELEPHONE/DATA OUTLET MOUNTED 1'-6" A.F.F. (U.O.N) ELECTIRCAL CONTRACTOR TO PROVIDE GEM BOX & S/4" RIGID CONDUIT FROM BOX TO 6" ABOVE FINISHED CEILING. (CAN HAVE 1 TO 4 JACK INSERTS ON FACE PLATE) NEW RECESSED CABLE ~ OUTLET. NOMENCLATURE INDICATES HEIGHT ABOVE FINISHED FLOOR. OTHERWISE MOUNT AT 1'-6" A.F,F. DENOTES NEW 3V. (BY OTHERS) AND WALL MOUNTED SUPPORT ARM (BY G.C.), EXACT MOUNTING HEIGHT AND LOCATION SHALL BE DETERMINED BY ARCHITECT AND GENERAL CONTRACTOR IN THE PIELD, PATIO LX WALK-IN FREEZER BOX LIN LIN 16 BED UNIT UNIT LIN LIN GF 50-BED NURSING UNIT llO& ADMIN, OFPICE GFI REF ROOM/AREA NAME AND NUMBER NEW RECESSED ELECTRICAL DUPLEX OUTLET MOUNTED NEW RECESSED ELECTRICAL DEDICATED DUPLEX OUTLET (FOR COMPUTER TERMINAL) NOT TO EXCEED FOUR (4) OUTLETS PER CIRCUIT MOUNTED AT 1'-6" A.F.F. (U.O.N.) NEW RECESSED GROUND FAULT INTERRUPTER ELECTRICAL DUPLEX OUTLET MOUNTED _" ABOVE FINISHED FLOOR NEW RECESSED ELECTRICAL DUPLEX FOR REFRIGERATOR MOUNTED @ 3'-6" A.F.F. NEW RECESSED ELECTRICAL SEPARATE CIRCUIT DUPLEX OUTLET AMPERAGE AS NOTED ON PLAN. MTD. 0 1'-6" A.F.F. (U.O.N.) NEW RECESSED ELECTRICAL QUADRUPLEX OUTLET MOUNTED 0 1'-6" A.F.F. NEW FLOOR RECESSED ELECTRICAL DUPLEX OUTLEf. GFI NOMENCLATURE DENOTES GFI RECEPTACLE. NEW RECESSED ELECTRICAL DUPLEX OUTLET. NUMBER PARENTHESIS DENOTES MOUNTING HEIGHT A.F.F. TEL/POWER/DATA PLAN SCALE: 1/8" = l'-0" BL WING 'A' (NO WORK N.I.C.) ® REF. NORTH NORTH KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER]'( OF Thomas Compiglie Architect, PLLC. DBA Tea ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglie Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT ~IHE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. ~)Copyrlght 2006 Thomas Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 8-28-D8 ISSUED FOR D.O.H. REVIEW, PAR~AL SET ISSUED FOR BID ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, G REENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANAGE~ENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 696-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MFZTANINE ' NE1N YORK, NY 10016 Tel (212} 245-6300 Fax' (212) 765-8511 . ht~p://www.stedlngnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. {631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D,O,H,/C.O.N. NO. 071038-H PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRA~NG TEL/POWER/DATA PLAN 1 SEAL SHEET NUMBER LIN LIN -B 42 4-2 MEDICAL RECORDS STOP-,/~E UNFF W RJRNflURE VENDOR TLT. UNIT LIN !0 O' 51-BED DEMENTIA UNIT 36' 36" 36' ~NTRY EXISTING PORCH 42" COPIER Lo,6. ] PEDESTAL 18" DEEP x 15" WIDE LU/~ UNDER COUNTER REFRIGERATOR FULL HEIGHT REFRIGERATOR STOOL CONFERENCE TABLE PUBLIC TELEPHONE AND BOOTH FURNITURE/EQUIPMENT LEGEND EXECUTIVE DESK W/CHAIRS DESK W/CHAIRS 48" DIAMETER CONFERENCE TABLE WITH CHAIRS 56" DIAMETER CONFERENCE TABLE WITH CHAIRS RESIDENT BED WITH OVER BED TABLE GUEST CHAIR FOr RESIDENT ROOM AMOIRE/CLOSET WITH DRAWER DRESSER/NIGHTSTAND COMBINATION WITH LOCKABLE TOP DRAWER FOR PERSONAL BELONGINGS PACKAGE TERMINAL AIR CONDITIONING UNIT. REFER TO ENGINEERING DRAWINGS DINING TAble WITH CHAIRS DINING TABLE WITH CHAIRS LOVe SEAT LOUNGE CHAIR TELEVISION WITH STAND PATIO NOTES: 1. FOR PLUMBING FIXTURES, SEE SHEET AN-02. 2. FOR TOILET ACCESSORIES LEGEND, REFER TO SHEET A-603. PEC LIN 16 BED UNIT LIN LIN SL IT1 50-BED NURSING UNIT FURNITURE FLOOR PLAN SCALE: 1/8" = 1'-0" V REF. NORTH WING 'A' (NO WORK N.I.C.) rpHASE 2,,' EAST WING · PHASE I "i .. ,WEST·WING NORTH KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE· NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomos Complglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRrrrEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect, PLLC. (~Copyright 2008 Thomos Cempiglio Architect, PLLC. DBA. TCA ARCHITECTURE 9--10--08 ISSUED FOR D.O.H. REVIEW, PAR]]AL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUF. D FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DAle REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZ;EANINE NEW YORK, NY 10016 TEL. NO (212) 666-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel: (212) 24E-63DO ' Fax: (212) 765-8511 http//www,sterling nyc,com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLAN DIA, NY 11749 TEL, NO (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT i TRUE NORTH D.O.H./C.O.N. NO. 071058-H PROJ. NO. 16209 SCALE AS NOTED }RAWN XX CHECKED TNC DATE 10-08-06 DRAWING FURNITURE AND EQUIPMENT FLOOR PLAN SEAL SHEET NUMBER ! ! I PROPERTY OF Thomos Complgllo Arch;tect, PLLC. DBA . TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PAler, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF (~ Copyright 2008 Thomas Complglla Architect, PLLC. ~ _ ~ 8-28-08 ISSUED FOR D.O.H. SUBMISSION Cl. ~ ~1700 fiOUTE ~8, ~fiEENPOfiT, NY 1 lg~ OPPICE ~ "ARCHITEC~RE, IN~RIORS, PROJECT MANAGEME~ ~ TLT : -- . ~ ~ ~ ~ ~ 2PARKAVENUE, MF77ANINE NEWYORK, NYI~16 ~ ' ~ ] ' ~ STERLING MANAGEMENT, INC. ~ ~ ~ UN~ ~ C ~ --~'I~ I~ 2PARKAVENUE, M~NINE NEWYORK, NYIO016 '~ ~ I J [ i CONSULTANT < D DEHENTI T ,' ,' -BED NURSINGNURSING F~IS~S PLAN - -,. ["', ', NOT IN CO~CT ~ - SEE NO~ D3 ON SHE~ AN-1. NOTE~; DRA~ XX ' 1. FU~ HEIG~ CORN~/END GYROS AT A~ O~IDE CORNE~ OF I~E~ECflN~ (NO WORK N.'.C.) ~U DATE 10-08-08 · ' ...../CR CORNERs.SIM' TO D~,,,r,w,, ---SEE D~AIL ~,~ ,~, DRA*N6 FINISH PLAN  HR H~D ~lL, MOUNTED ~ 2'-10" A.F.F. TO TOP OF ~B~1L. 2. ~ O~SIDE CORNERS TO RECENE ~b ~. CORNER GU~DS U.O.N. SEE DBAIL 7/A-801. ~ C SEE D~IAL 8/A-801. 4. ~ CARP~ TO BE C-1 U.O.N. ............... C~R ~L, MOUSED ~ 2'-10' A.F.F. TO TOP OF C~H ~lL 3. REFB ~0 RNISH SCHEDU~ A-503 FOR RNISHES. ~ ~ .......... C~H ~lL, ~OU~ED ~ 4' A.F.F. TO BOSOM OF C~H ~l. ALL VI~ TILES TO BE VCT-1 U.O.N. ~/&-~n~. ALL CE~IC ~LES TO BE CT-1 U.O.N. C.~.-1 FULL HEIGHT CORNER ~UARDS AT ALL go DEGREE O~SIDE ~ ~E TO BE B-1 U.O.N. ~;~ ~ ~ ~ ~ HEIGHT CORNER ~UA~DS AT ALL A~DOORSAND'~ESTOBEPAI~P-2"O'N' ~ ~ 0.~.-2 155 DEGREE OUTSIDE ALL CB~6 TO BE W~L FINISH ~BASE FINISH ~.-~ E~ARGED PARTIAL F~SH PLAN ~ E~ARGED PART~L F~ISH PL~ [~o. ** ~' ~*~" KEY PLAN ~ SC~E: 1/8" = 1L0" SC~E: 1/8~ = 1'-0" SEAL SHEET NUMBER ! ! ! t () LIN BED L LIN : I-BED DEIVlENTIA UNIT U LEGEND: ENTRY EXISTING PORCH NOT IN CONTRACT AREA - SEE NOTE D3 ON SHEET AN-1. ALL CORRIDOR DOORS ' .{r l~ TO RECEIVE 30' HIGH / /? FLARED TOP, ACROVYN KICKPLATES. SEE BID ALTERRAE LIN STOR, STOR. LIN 16 BED UNiT PEC 14 BED UNIT LIN LIN 50-BED NURSING UNIT PROPOSED FIRST FLOOR MILLWORK & SHELVING PLAN SCALE: 1/8"= 1'-0" HR V C CH .2, L_ RAIL AND VINYL DIVIDER STRIP AND OR EQUAL). WALL GUARD, AN[ VINYL SHEET STRIP. CHAIR RAIL, CHAIR R VINYL STRIP & WALL S~IP FULL AT ALL O¥I.SIDE FULL HEIGHT END GUARDS. (IY~.) ~ FULL HEIGHT DOOR FRAME GUARDS. (1YP. AT EL~/ATOR JAM% WALL MOUNTED OVERHEAD CABINET WITH UNDERCABINET ~ LIGHTING. 12' DEEP UNITS. ~ 1. FULL HEIGRT AT ALL OUPSIDE CORNERS WALLS, 2. SEE DRAWIR$ AR-02 FOR PLUMBING 3. ALL OUISICE FULL 4. COUNIERTOP, HIGH PRESSURE LA,IRA1 k IILLWORK NOT IDENTIFIED AS 'SOLID SURFACE' SHALl. HAVE RIGN PRESSURE LAM)NATE COUNTERTOPS WING 'A' (NO WORK N.I.C.) REF. NORTH NORTH KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRRTEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. (~CopyHght 2008 Thomas Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 10--08-08 9-10-08 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: ADDENDUM #1 ISSUED FOR D.O.H. REVIEW, PARllAL SET 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO. (212) 686-1858 FAX NO, (212) 766-8511 ~ROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 Tel, (212) 245-6300. Fax: (212) 765-8511 http:/ANww.sterlingnyc.com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO, (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NORTH D.O.H./C.O,N. NO, 071038-H >roJ. NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 MILLWORK PLAN SEAL SHEET NUMBER ! ! ! DRAWINDS &SPECtFICATIONS AS INSTRUMENTS OF T W W W PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE , ~ --' PROPERT¢ OF Themes Compiglio Architect, PLLC, DBA ~ ~ TCA ARCHITECTURE, DOOR NOTES: HARDWARE DESIGNATION HARDWARE SCHEDULE NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE 1. ALL EGRESS DOORS SHALL SWING IN DIRECTION OF EXIT I--~ -- MADE WITHOUT THE WRITTEN AUTHORIZATION OF Themes Camplglie Architect, PLLC. DBA TCA ARCHITECTURE. TRAVEL. HARDWARE SHALL ALLOW CONTINUOUS EGRESS AT A~ (RESDENTS ROOM) LIST OF MANUFACTURERS: RE: SPECS FOR ADDITIONAL INFO. ,, ' ALL TIMES. - 2 PAIR BU~S HINGES - STANLEY : -- THIS DOCUMENT IS INTENDED SOLELY FOR THE -- LOCKSET ND105 LOCKSETS - SCHLAGE - SPARTA ~ /// CONSTRUCTION OF THE PROJECT NAMED HEREIN AND -- DOOR STOP AS REQUIRED CLOSER(SLIDE TRACK) - DLYNN JOHNSON SHALL NOT BE USED DY ANY OTHER PARTIES FOR ANY = = OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF 2. ALL RATED OPENINGS SHALL HAVE WELDED FRAMES AND - COAT HOOK OVERHEAD STOP - GLYNN dOHNSON // ~ ~ APPROPRIATE RAISED/RIVETED LABELS. - SILENCERS SILENCERS - GLYNN JOHNSON ~: c~ ~: _ ~= TCA ARCHITECTURE, Thomas CempigEo, Architect, PLLC. w BORROWED LITE SCHEDULE ~)Copyright 2008 Thomes Campiglle Architect, PLLC. 5. ALL RESCUe DOORS/ FRAMES TO RECEIVE CONT. SIGHT B CLOSET / STOREROOM DUSTPROOF STRIKE - ZERO - 1 ~ PAIR BuTrs GASKETING - GLYNN JOHNSON - WALL STOP~ : = /// DBA. TCA ARCHITECTURE SEALS INTEGRAL W/DOOR (TYP.) CLOSET LOCKSET 6NDSOPD DOME STOP - ADAMS RITE d TAG OPENING FRAME GLASS - DOOR STOP AS REQUIRED SLIDING DOOR LOCK - VON DUPRIN I "~ - # HGT. 4. ALL DOORS LOCATED WITHIN A DOOR WIDTH OF AN - SILENCERS EXIT DEVICE - NORTON -~ - -~ W H MAT'L FIN. RATING THK. ABUTTING WALL SHALL RECEIVE WALL STOPS. DOOR OPERATOR - OPTEX [ 1 C DOUBLE DOORS (CLOSET) INFRARED SENSOR - PRECISION EL-1 2'-6" 4'-0"4'-0" 3'-0" MTL. PT. 20 MIN. 1 4" ~EMPb~bLL FJRE~TED-ONF WAY ~IRRIQRED GLAS~ 5, SADDLES. -- 25 LOCKSETsPAIR Mu'Frs NDSOPD WALLPOWERswITcHSUPPLY -- ILcoNORTONuNICAN ~2 Re. ED. LQ. :=r~ SCHEDULED COUNTERTOP-- r~= BL-3BL-2 4'-0"3'-6' 4'-07 Y-O"3,_O., MTL.MTL' PT.PT' 1,1' i~: TE~PEREUTEMPLNLU A. ALL DOORS AT TRANSITIONS B~EEN CARPET AND - DOOR STOPS AS REQUIRED PUSH BUTTON LOCK - STANLEY -I ~_ ¢ EL-4 %-4" 4'-0" 3'-0" ~L PT. 1,:~:: TEMPERED SLIDING DOOR TRACK - ROCK WOOD ~ EL-5 2'-6" 4'-0" 3'-0" MfL PT. 1 TEMPERED NON-CERAMIC FLOORING SHALL RECEIVE SADDLE -SILEN __ ____ WALL STOP - RIXSON FIN, FL. LINE FIN. FL, LINE FIN, FL. LINE BL-6 5-0" 4'-0" 3'-0" ~L. PT. 1/4" TEMPERED TYPE s-1. PIVOTS - PEMKO EL-7 ,'-0" 4'-0" 3'-0" MTL. PT. 1/4" TEMPERED NO BO]TOM FRAME SADDLES - VARIES B. ALL ALUMINUM AND GLASS VESTIBULE DOORS SHALL DOOR TRACK - STANLEY TYPICAL BORROWED BL'I BORROWED BL-7 BORROWED ASTRAGAL SEAL - TED LITE ELEVATION LITE ELEVATION LITE ELEVATION RECEIVE SADDLE ~'PE S-2. - RUNNING GEAR: 941.60.012 PULLS - TED C. ALL DOORS AT TRANSITIONS BETWEEN CERAMIC TILE -SUSPENSION BRACKET: 941.60.022 'l COAT NOOK - TED , -FLOOR GUIDE: 9~1.60.031 SAODLEAND NONTYpEFLUSHs_4.ADJACENT FLOORING SHALL RECEIVE I '-WALL-TRACKBuFFER:STOPPER: 941 ~0J3B19~1'B0'041 LITE ELEVATIONS BORROWED LITE SCHEDULE fi. AT ALL DOORS AT TRANSITIONS BETWEEN VCW & CONCRE~E E SINGLE DOOR (PRIVATE BATHROOM) . ~ SCALE: ~ ~ ~ FLOORS INSTALL MANUFACTURER'S STANDARD VINYL 1 ~ PAIR BU~S REDUCER STRIP. PRIVACY SET ND55PD BOOR STOP AS REQUIRED 7. (INTENTIONALLY LEFT BLANK.) - SILENCERS 8. H.M. DOORS SHALL BE SHOP PRIMED AND SHALL RECEIVE F SMOKE DOORS A FIELD APPLIED PAINT FINISH. HINGES SHALL BE USP. (CROSS CORRIDOR) (DOUBLE EGRESS) - 3 PAIR BuTrs g. AT WOOD DOORS THE TERM PAINT MAY MEEN EITHER PAINT - 2 PUSH PLATES ~. ~--1/4' TEMP GLASS~ 2" OR STAIN. SEEINTER,O, DESIGN DRAWINGS FOR - 2DOORPULLS 2"re'/ lC' ff2' : ?tl rfl .-. - 2 CLOSERS 7500 DOOR WIDTH DOOR WIDTH 2'-10" ~ TYPE "D". 2" 2" 2"~j DOOR WIDTH SPECIFICATIONS - 2 ASTRAGAL SEAL- 2 MAGNETIC HOLDER FMgg8 (WALL MTD.) ~-2~ J /-HOLLOW I __ r 'm . DOOR WIDTH . %, A. WHERE WOOD DOORS ARE TO BE STAINED, SUCH - SILENCERS METAL / % ~ FINISH SHALL BE FACTORY APPLIED. HINGES SHALL BE FRAME US26D. (~ SINGLE DOOR -- - 1 ½ PAIR MU%rS : WALL ---~ RE: WALL 10. SEE CORRIDOR INTERIOR ELEVATIONS FOR KICK PLATE - OFFICE LOCKSET ND5OPD RE:WALL COORD. W/ CASEWORK__ i TYPES~~ TYPES /--MOLLOW ~ METAL ~ 10--08--08 ADDENDUM #1 INFORMATION IF APPLICABLE. - DOOR STOP AS REQUIRED TYPES AS REO'D. TO ~ ~ FRAME AVOID CONFLICT. ~ ~ ~ SE 11. TYPICAL DOOR UNDERCUT NOT TO EXCEED 1/2" (MAX.) '~ -- ~-~ m - HOLLOW METAL ~ 12. ALL ELECTRIC STRIKES SHALL FAIL IN THE OPEN POSITION ~ ~ - o FRAME. ~ _ AND SHALL BE OF A ~'PE APPROVED BY THE LOCAL ~.. RE: WALL o ¢ BUILDING AND FIRE AUTHORITIES HAVING JURISDICTION. U EXTERIOR EGRESS (RE-WORK EXISTING DOORS WITH NEW HARDWARE) TYPES RE: WALL RE: WALL ~ TYPES - 1 ~ PAIR BUTt TYPES 13. SEE DOOR SCHEDULE FOR FIRE RATING, - RIM EXIT DEVICE 43-63-8804 X 864 CENTER POST SIM ~ NO LABEL ACCORDINGLY. - CLOSER UNI - 7500 FOR DOUBLE - HEAD & JAMB WEATHER BDORS I PROJ A LABEL = B HOURS STRIPPING c LABEL -- HOURS D LABEL = 1/5 HOURS Ol EXTERIOR EGRESS (NEW DOORS) ~ TYPICAL DOOR FRAIv~] ~ TYPICAL DOOR FRAME WITH SIDELITE TYPICAL DOUBLE EGRESS FRAME TYPICAL DOOR FRAME - 1 ~ PAIR BUTTS 14. (INTENTIONALLY LEFT BLANK.) - RIM EXIT DEVICE 4-5-63-8804 X 864 - CLOSER UNI - 7500 - HEAD & JAMB 15. REFER TO DRAWING A-501 FOR DOOR HARDWARE WEATHER STRIPPING - DOOR SEAL ~ FRAME TYPES 17 (INTENTIONALLY LEFT BLANK.) 1 ~ PAle BUTTS LOCKSET ND55PD 18. ALL LABELED DOORS TO RECEIVE SURFACE MOUNTED CLOSER 7500 CLOSER MOUNTED ON NON-PUBLIC SIDE OF DOOR (TYPO DOOR STOP AS REQUIRED NOTE: SILENCERS SEE FIINISH PLAN FOR FLOOR FINISH NOT ALL SADDLE DETAILS WILL BE USED FOR THIS 1944 19. ALL DOORS & DOOR FRAMES TAGGED (EXT) SHALL BE EXIST. PROJECT TO REMAIN, PATCH AND PAINT AS REQUIRED TO MATCH NEW. V.I.F. DOOR LABELS AS NOTED HEREIN OR REPLACE AS 3-~" ~±1--~" ARC REQUIRED TO ENSURE FIRE LABEL REQUIRED. PROVIDE ~- y~"' -%- "I il]~,~/(x --~ EXTERIORi ~-~._~.~-~-/-INTERIORI ~ -/~i~ii~ii6 NEW HARDWARE/ADA COMPLIANT/CLOSERS IN KIND, PROVIDE GYP, BOARD ~ INTERIOR ~- _ SCHEDULED ' PANIC HARDWARE/EXIT DEVICE @ ALL EXTERIOR EGRESS PARTITION. ~ ~ MILL FINISH ALUM, DOOR. /~ MILL FINISH ALUM. .... ' SCHEDULED / ~- /,I BUILT-UP FLOOR SCHEDULED ~ SADDLE. DOORS. --DOOR FRAME-- BUILT-UP FLOOR ./ /--WITH SKIM COAT DOOR DO~O.,R. SADDLE. BEYOND. / ~-~"ToWITH SKIM COATsADDLE.BETHicKFLUSHcERAMicWiTH FRAME.H'M DOOR ~-~":_7.~. . '" SADDLE.TO. PEMKo..BE FLUSHALuMiNuMWITH .. SILICONEiNsERT. SEAL .... 31/2' ~ [~- PANIC SADDLE. SIDEWALK~EATH ER 1/2 VINYL BULB~..SEAL_~_ /WHEREFINISHED FLOORINGscHEDULED. FLOOR."FINISHED-, ?~i~ARPET PILE.7 F---T ~' ,' ,"~THRESHOLD. (~'P.) ILL ~ SECTION VIEW PLAN VIEW "- FLASHING. S-4 RAMPED BARRIER FREE SADDLE S-3 ALUMINUM SADDLE S-2 INTERIOR TO EXTERIOR SADDLE S-1 CARPET SADDLE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE H SADDLE DETAILSIl ~//NOT TO SCALE 6 HOLLOW METAL FRAME. - ~ HOLLOW METAL FRAME. SCHEDULED -- INSULATION HOLLOW METAL FRAME. HOLLOW METAL FRAME. I dAME ANCHOR. 1 dAMB ANCHOR. - PARRTION. SEE PARTITION'~lF )', L~ ~ JAMB ANCHOR.____~~)./~ ~ DOUBLE METAL STUDS. ~~ DOUBLE METAL STUDS. ~~ ~ ~F 1F LO. VN; i::E: ~: :~:6D::;:21-2167¢39 J ~/~' TYPES. (TYP.) APPLIED STOPi~/ /,H.M. FRAME. -~ ~ GYPSUM WALL eq GYPSUM ~ ,_ : CWB. INSULATION - SEE ~ GYPSUM WALL = --~_ ~ _ ~ // PARTITION ~PES. ' BOARD. c-1 - ~ ~ ~- I -- - _J z ;,' ,i I, ,, z ,'/, , ~ o4 ~ , ~ H.M. FRAME. ~ --" ' __ __ ,' ~ , \ J ~ CO <~ , / ,, / \ I ,,, ,/ ,~/ ~ , - , , - ~I ' ,, ' --- ~ , ., ' .' . CONSULTANT - -' ' m X,. , i,, ¢> , I I - c i_ --- _- ,, , .:', -- , _77~_ ,~.~_~ ~-- - 2" m --r~ m 2" · ~- ;5/B" ~ :5/B" ~ -- -- ' 518% ~ '-- :5lB" ~ .- ~(_ _ ~ ~. · ~ . ~ ~ ~, p_5/8' ~ · , ~__ APPLIED STOP~ ~ 2" STOP. TYPICAL JAMB & HEAD @ OPENING. TYPICAL JAMB & HEAD @ TYPICAL JAMB & HEAD @ TYPICAL JAMB @BORROWED LITE PICALHEAD @ BORROWED LITE TYPICAL JAMB ET.@ BORROWED LITE TYPICAL JAMB & HEAD @ EXISTING WALL ~ DOUBLE EGRESS DOORS (~ 2HR'RATEDWALLS (~ NON'RATED 1HR. RATEDWALLS CONSULTANT (~ (~TY (~ (~ SCALE: 3,, = 1,.0, SCALE: 3,, = 1,.0, SCALE: 3" : 1'-0" SCALE: 3" =.1'-0" f HEAD _AND JAMB DETAILS DOOR SCHEDULE~ D.O.H./C.O.N. NO.071038-xxH DOOR DOOR DOOR OPENING FRAME RATING ~ PROJ. NO. 16209 LABEL # ]YPE HIOKNESS blATERIAL FINISH WIDTH HEIGHT ~¢PE MATERIAL RNISH (HR) REMARKS~ ;CALL AS NOTED , ' 1 A 1 3/4" #D CLR 3'-8" T-O" FT1 HM PNNT ]- ~RAWN · TEMPEREO 2 ~ $ f "WIDTH' 2 A 13/4' ¢/D CLR 2'-0" T-O" FT1 HM PAINT CENTER POST WIDTH . SEE PLAM FOR LOCATIOI~ WIDTH GLASS. 5'-0" 7'-0" FRAMLESS SOUD CORE WOOD POONET BE. MAPLE FINISH, CHECKED THC ~ , & SLICING LEAVES ~' WIDTH , WIDTH ,r , B 1 5/4" ~/D OLR - - FRAMELESS, RE: DETAILS A1 & A2/AS03 FOR FRAME, HEAD & JAMB AT INTERIOR . ~ WIDTH ..~ ~0 -- 4 AA 1 3/4" WD OLR 2 3'-0" 7'-0" FT4 HM PAINT _ ~~ TR DATE 10-08-08 BOoRsFOR DOUBLE '"-- < '% .... ' Ei_-~-- ;~ " ......... ~ ~ .... ----7 7-------------T~Nq- T ' I --' .'~-k; ~- ~=~'%T; 'g~ ----~q] -- IF-- -- Ii ' / / / \ \ ~--', 56 AAA 11 3/,"S/4. wBWD cLRCLR 3'-0'2 3'-0'T-O",._O. FT1FT1HMHM PAINTPAINT 1.50_H.P. DRAWING 1/4" INSULATED / '1/4"TEMPERED.......... _~_b&AJ'3 '~{ 7 A 1 3/4" WD CLR 2'-6" T-O" F~I ,HM PAINT 1.50 H.P. TEMP GLAZING-- --7-- I ~--" (SAFEP0 ~LAZINO '- 1/~' / II "% I' ' I?' DOOR SCHEDULES DOOR --~/--... I IXl I~l B, / ' I~ x I ~- / x. [ ~- 8 CC WD/OL CLR (2)3'-6" T-O" Fr2 4M PAINT 0.75 H.P. DOUBLE EGRESS DOOR W/ WIRE GLASS LITES .~-- -I--h- 11 ..... ~-- INSULATED _L\~~ .-,/ --: ~ %1, m I I ~: ~1 ~ 9 F 13/4" HM/GL cm 3'-0" T-O" FT1 qM PAINT - ~~ , RAISED PANEL _ _l_ ),11 _ _~ ~'_ _~ z~' .... ./__ L J- I x /~ _o J I _o /X ~ 7'-0" FRENCH S~'LE~SLIDING/TEMPERED GLASS DOORS, .... TYPES AND DETAILS DOOR o % ,,,, u,, ,,,, .-- ' ' : ' , ' - - - · x ~ / 11 := I J - m \ / :r 10 E ~ 3..,.~./4" ~ CL.~.~R ?.,.~..~,~...,.~_~LU?,-¥,~-~.., ~ RE: DETAILS A3 & A4/A503 FOR FRAME. HEAD & JAMB , N_ -- _ L- ~ ~L/-I !i := ~ \ / iI I I c o x. / I /~A~ T-o' 7'-0" ' ' ' FRENCH STYLE-SLIDING/TEMPERED GLASS DOORS, I [ X U~' 'c-,I 'c, ~ x, / -- -- ~ ~ FT2 ~ 4;~ ~ DOUBLE EGRESS DOOR '~1~,~ , L/Z-&J I 'x / I [ [ . i '%/ I ~ 11 DD 1 3/4" ~'~'~ .__ .-.--/, II -- --~'----L-- (~ 12 A ,,/," WD CLR 2'-6" 7'_0" FT, RI~ PAINT 3'-1¢ SINGLE 13 AA 13/~" WD CLR (2)2'-6" 7'-0" FrA HM PAINT CLEAR. ~ (~ 14 D 1 S/4" ALUM/GL CLR 3"B" 7'_0" FT1 ALUM - 1.50 H.R. FRENCH S~TLE/TEMPERED GLASS DOOR~~ ~(~INGLE EXTERIOR DOOR WITH GL ~ SINGLE FRENCH DOOR SINGLE DOOR WITH GLASS (~) 15 FF i 3/4" HM/GL CLR (2),'-0"7'-0" Fa'4. HM PAINT NEwFREMCH STYLE/TEMPERED GLASS DOOR,BoOR TO MATCH EXITING B(TERIOR BOORS 'A--311--' ,-I OUBLE EXTERIOR DOOR WITH GL (~ SLIDING GLASS DOOR (~ DOUBLE FRENCH DOOR (~ DOUBLE DOOR WITH GLASS (~)POCKET DOOR DOUBLE lB A 1 ~/,"WD CL, 3'-0" 7'-0" ,1 HM PAINT 0.75 R.R. - Ff~D 17 A 1 3/4"WD CLR 3'-0" 7'-0" FT3 HM ,PAINT W/ GLASS SIDELITE, RE: BORROWED LIGHT SCHD. i I ~I~ING DOOR & FRAME TO REMAIN, ~ ' ~ EXT EXIS1 EXIST - - PATCH. PAINT AS REOUIRED TO MATCH EXISTINO D D _ELEVATIONS DOOR SCHEDULE LQ. ED. EQ. (~ FIN. FL. LINE BORROWED LITE SCHEDULE TAG OPENING FRAME GLASS SILL # W H HGT. MAT'L, FIN. RATING THK. ~ EL-1 2'-6" 4'-0" 3'-0" MTL. PT. 20 MIN. 1 4" ]EMPb~bLL FJRERATED-ONE WAY ~IRRIQRED GLAS~ EL-2 3'-6" 4'-0" 3'-0" MTL. PT. 1.4" T['MPLNEU ....... EL-3 4'-0" 4'-0:' ,'-0" MTL. PT. 1.'4" TEMPbNt-U EL-4 2'-4" 4'-0" 3'-0" kffL PT. 1,4" TEMPERED EL-5 2'-6" 4'-0" 3'-0" MTL. PT. 1 '4" TEMPERED BL-6 3'-0" 4'-0" 3'-0" MTL. PT. 1/4" TEMPERED BL-7 3'-0" 4'-0" 3'-0" MTL. PT. 1/4" TEMPERED NO BoTroM FRAME I I I I I c I EXISTING TEFIS WALL SLOPE GRADE AWAY FROM SUBSTRATE 50 ~ (2") laN. AT aAC~SlOE OF I~'S EFIS DRAINAGE STRIP HEAD EFIS DRAINAGE EFIS FLASHING $/LL EXISTING MASONRY WALL EFtS SYSTEM -APPROVED SU BSTRATE -BACKSTOPTM -EFIS ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION -EPS INSULATION BOARD NOTCHED TO ACCOMMODATE DRAINAGE STRIP. FLASHING, AND FLASHING TAPE. FINISH MESH EMBEDDED IN BASE COAT EFIS DETAII-~ MESH 50 MM (2") MIN. AT BACKSIDE OF EPS -EFIS DEMANDrr® OR COLOR PRIMETM ON SURFACE(S) TO RECEIVE SEALANT -EFIS COMPATIBLE SEALANT WITH :~ CLOSED CELL BACKER ROD AND WEEP TUBES EVERY 600 MM (24"). BY OTHERS · CONTINUOUS FLASHING, BY OTHERS CAULK WITH BOND BREAKER, BY OTHERS · EFIS FLASHING TAPE WRAP EFIS DETAIL MESH 50 MM (2") MIN. AT BACKSIDE OF EPS __ ]ONTINUOUS FLASHING, BY OTHERS, TORN UP 13 MM (1/2") AT JAMBS - SEE DSTAIL COMPATI6LE SEALANT, BY OTHERS EFIS CONTINUOUS FLASHING -- W/SEALANT APPROVED SUBSTRATE BACKSTOP PTAC WALL SLEEVE PROVIDE EXTENSION IF REQ'D EXTERIOR LOUVER EFIS DEMANDIT OR COLOR PRIME ON SURFACES TO RECEIVE SEALANT WRAP EFIS DETAIL MESH 50 MM (2") MIN. AT BACKSIDE OF EPS EFIS COMPATIBLE SEALANT WITH CLOSED CELL BACKER ROD EFIS ADHESIVE IN NOTCHED TROWEL CONFIGURATION EPS INSULATION EFIS REINFORCING MESH EMBEDDED IN BASE EFIS FINISH - EXISTING MASONRY WALL -SOLID SURFACE SILL AS SCHEDULED IX6 PAINT GRADE POPLAR TRIM '4X4X~ LINTEL '6X6X~ LINTEL ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION BOARD MESH EMBEDDED IN BASE COAT FINISH TAPE EMBEDDED IN BACKSTOP SUBSTRATE INSULATION BOARD MESH EMBEDDED IN BASE COAT ~ 8" MIN. ~FIS ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION TAPE EMBEDDED IN BACKSTOP OVERLAP 200 MM (8") MIN. SEE ABOVE AND NOTES 2 AND S 12W X 16 GA CONTINUOUS ANCHOR PLATE.  -- GYPSUM BOARD SUSPENDED Il I CEILING. ALUM· TRACK (I.V. OR CURT·) CROSS-SECTION I LONG. SECTION SEE PLAN FOR CONFIGURATION. (~ TYPICAL CURTAIN TRACK DETAIL NEW FINISHED FLOOR· I SLE FINISH SCHEDULE ON AD-1. ~EXISTING CONCRETE~ SLAB. 2" VERMICULITE PLASTER ON WIRE MESH, STEEL DECK AND CONCRETE INFILL. g EIFS DETAIL WIND ~ SCALI~" = l '-0" NEW ROOF AS PER ROOF PLAN FASCIA TO REMAIN FASCIA TO NAILED TO EXISTING WITH VINYL CLADDING EIFS SYSTEM MASONRY EM WALL 7 EIFS DETAIL GABLE 12W X 16 GA CONTINUOUS ANCHOR PLATE TO SECURE PARTITION TRACK 2 1/2" METAL, STUD DIAGONAL BRACES 4"-0" O.C. SECURED TO STRUCTURE ABOVE. 1/2" UETAL STUDS ~ 16" O.C, STUDS SECURED TO UNDER- SIDE OF ABOVE CEIUNG. MOULDING. SLAB UNIT EXISTING MASONRY WALL EFIS SYSTEM ( )EIFS DETAILPTAC PENETRATIONS SCALE: 1-1/2" = IL0" SUBSTRATE NEW STEEL BEAM DECK SUPPORT POCKETED INTO MASONRY WALL, SEE ENGINEERING DWG'S FOR SIZES. SLAR CLOSURF, DETAIL SCALE: 1 1/2"= F-fi' GYP. BD. SOFFIT/CEIIJNG DETAIL Q¢ SCALE: 3/4"=1'-0'' EXISTING STEEL ROOF 1RUSS EXISTING GYPSUM PLANK -- EXISTING EXISTING ROOF SHBAIHING EXISTING ROOF SHINGLES -- -- NEW 9 )~" FOIL FACED BAT[ INSULATION \ ~ EXISTING COLD ROLLED STEEL CHANNELS TO REMAIN · GYPSUM BOARD, WPE X NEW ~ FURRING CHANNELS 16' O.C. --- (~) ATTIC ROOF/CEILING ASSEMBLY SCALE: 3/4" = 1'-0" ( )EIFS DETAIL JAMBS UNDERSIDE S]RUCJURE OR FIREPROOFING RUNNER SINGLE LAYER GWB SCALE: 3" = 1'-0" UNDERSIDE OF S~RUCTURE OR FIREPROOFING X~_ACOUS~CAL ACOUSqCAL RUNNER SEALANT SEALANT (Tm.) (Tm.) -- LAYER GWB SINGLE LAYER GWB FLOOR ACOUS11CAL RUNNER SEALANT FLOOR (IYP.) SINGLE DOUBLE LAYER SHAFT WALL PAR]IlION LAYER PARlllION PAR]~110N N01[: SET RUNNER TO BEAM OR DECK PRIOR TO FIREPROOFING GENERAL NOTES 1. ALL GYPSUM BOARD SHALL BE FIRE RATED. 2. USE WATER-RESISTANT GYP. BD. AT WET AREAS. TYP. FIRE RATED, SOUNDPROOF & SMOKE TIGHT PARTITION TERMINATION DETAILS scAL~ DOUBLE LAYER 5/B"GW~ WHERE __ SPEC'D. ACOUS~CAL SEALANT (Tm·) -- RUNNER FLOOR -- 1 "x24" CORE SHAFT SIDE CONST. ABOVE, BD.~ C-H METAL STUDS ~ 24'' 0mCI FRO~ FLOOR TO UNDERSIDE OF STRUOTURE ABOVE. ~,---~ 2 LAYERS 1/2" '~-GYP. BD. (TYPE X) ACOUSTIC BA'F~ INSULATION. 2-HR. SHAFT WALL SCALE: 1 1/2" = I' - 0" 6~" (TYPE 4) FINISHED FLOOR (TYPE 4A) TWO LAYER 5/8" GYPSUM BOARD ON EACH SIDE TO UNDERSIDE OF CLNG. NON-RATED ACCOUSTIC LAMINATED EXT. WALL 5/8" GYP. BB. x) /2" MTL. STUD VARIES FINISHED FLOOR FURRED OUT WALL ~J SHOWER E.I.F.S APPLIED ONTO EXIST, MASONRY WALL ~ DEMISING PARTITION SCALE: 3/4" = 1' - 0" STC RATING = 51 NON-RATED ACCOUSTIC DEMISING PARTITION SCALE: 3/4" = 1' - 0" USE 4" STUDS BSA CAL.# 35-66-SM SCALE: 1 1/2" = 1' - 0" STC RATING = 51 --3 1/2" FIBERGLASS SOUND BLANKET. EXTEND TO CEILING ABOVE. FINISHED FLOOR TWO-HOUR RATED ~I~_TERIOR PARTITION 5/8" TYPE 'X' GYP. BOARD LAMINATION OVER EXIST. CONC. BLOCK WALL~ EXISTING 4" BRICK VENEER- EXISTING B" CONCRETE 5-1/4" (TYPE 2A) ULDESIGN NO, U4ll STC RATING = 49 4~" (WPE 2)~ ONE LAYER 5/8" GYPSUM BOARD TYPE X FINISHED FLOOR INTERIOR ;:· EXTERIOR ti MASONRY WALL DETAIL ] RATED INTERIOR'PARTITION SCALE: 1-1/2" = 1'-0" ~ ~ ~- ~ ~ UL DESIGN NO. U465 NO. U465 1 5/8" X 24 %Ah. ~ 2 3.3/,4" FIBERGLASS METAL STUDS ~.,,~ SOupeD BLANKET. O.C. TO UNDERSIDE OF CEILING ABOVE. GYPSUM BOARD /~_ GUSSET P~TE ONE ~YER 5/8" WATER AT THIRD POINTS RESISTANT (~PE X) GYPSUM VERTICALLY. ~ II II BOARD ON ~CH SIDE. BASE SEE FINISH ~;I EXTEND TO CEILING ABOV[I Iff[ FINISHED FLOOR SCHEDULE. ~ NON] ~7ED PL~mG C~SE ~ SCALE: 3/4 = 1 - 0 ~ DESIGN NO. U428 ~ O~ HO~-~TED PL~G C~SE < EXISTING COLD ROLLED STEEL CHANNELS TO REMAIN NEW ~" FURRING -- CHANNELS 16" O.C. CONT. BEAD OF ACOUSTIC SEALANT BOTH SIDES TOP AND BOTFOM. 3 %" (TYPES A AND lA, 4" FOR TYPE lB) X 24 GA, METAL STUDS TO UNDERSIDE OF CEILING ABOVE © 16" O.C. (WP.) BASE SEE FINISH ~ SCHEDULE. ~ X 16 DA CONTINUOUS ANCHOR PLATE TO SECURE PARTITION TRACK. FOR PARTITIONS PARALLEL TO METAL FURRING CHANNELS USE 16"x22 GA AS REQUIRED. 5/8" GYPSUM BOARD, ~'PE X (TYP.) _7. (WALL ~YPE A AND lA) 8 5 1/4" (WALL TYPE 18) B ~" SOUND BATF (WALL ~'PE lA & 18 ONLY) ONE LAYER 5/8" GYPSUM BOARD ON EACH BIDE TO UNDERSIDE OF CLNG. FINISHED FLOOR NON-RATED -METAI, STUD PARTITION ~ NON-RATED - METAT, STUD PARTITION NON-RATED - METAL STUD PARTITION DRAWINGS & SPECIFICATfONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Cempiglia Architect, PLLC, DBA TCA ARCHITECTURE, NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRITrEN AUTHORIZATION OF Thomos C~mpigli~ Architect. PLLC. DBA TCA ARCHITECTURE· THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE wRrFrEN CONSENT OF TCA ARCHITECTURE. Thomas Campigli~, Architect, PLLC. ~) Copyright 2008 Thomas Campiglio Architect, PLLC, DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D,O.H. REV1EW, PARTIAL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. ,SUBMISSION B-12-08 ISSUED FOR D.O,B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTbRIORS, PROJECfMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MFFFANINE NEW YORK, NY 10016 ~L. NO. (212) 6864858 FAX NO (212) 7654511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF~ANINE NBNYORK, NY 10016 Tel: (212) 245-6300 - Fax: (212) 7¢5-8511 htr p://ve, vw.st eding nyc.corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO, (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NOR~ D,O,H,/C,O,N. NO, 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRAWING PARTITION TYPES AND DETAILS SEAL ! ! ! ! DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF  PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compigli0 Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE EQUAL TO FRAME MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Camplglla Architect, PLLC. DBA TCA ARCHITECTURE. WIDTH @ HEAD ~ ,_ THIS DOCUMENT IS INTENDED SOLELY FOR THE  CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campigllo, Architect, PLLC. ~ ~ -- 7 ~)Copyright 2008 Thomas Campiglio Architect, PLLC. N + + , PROV,DE 2 1/2" M AL TCA AROH,TECTURE ~, ~N. / N, / .,./DIAGONAL BRACING SECURED I~q %. / '~ ~'~ ~ TO SLAB AS REQUIRED FINISH SCHEDULE ["~ ~ ~ '~. I REFLECTED CEILING. PLAN ~ z ~ ~ o o ~, ~ ~ ~ ~ ~z o c~ z ~ ~- ~ ~ ~ V.C.T. = VINYL TILE -- ~ ~ ~ z = x ~ ~ d ~ ~ ~ ~ ~ ~ ~ ~ x d ~ ~ W.C. = WALL COVER z~ I1~:~ ~CONTINUOUS Flee 1234561789 011121314151~117181 2 3415 67 891~123 4 5 6 7 8 9 01112 3141516171812 3 4 5 6 7 8 9101112 3 o~ HEAD O MM F~ e 11651178 CLaN ROOM i~ I I · I · o ~ DINING/RECR~TION ROO~ ~ I · I ~ FOYER j 117~ ~lOE ~ ~ 1HO DIRECTOR OF NURS,N~ · I ·I ~ ENTRANCE DOOR SYSTEM 5 L~F). iNSTALL AS PER ~, FOR N1 LOBByLINEN CLOS~ ~ I I ~ ~ ~ 8-28-08 ISSUED FOR BID 1H1 NURSING OFFICE ~ · I ~ ~ 8-12-08 ISSUED FOR D.O.B. FILING I INTERIOR SIDE UN.SS OTHERWISE NO~[~ 61700 ROUTE 48, GREENPORT, NY 11944 ~ 3-5/8" ALUMINUM · G~SS ~ TOOTH IN AND~ 5/8" GYP OD. (~P.) 2, SEE REFLECTED CEILING P~N For CEILING HElOtS. AEGHI~CT  AUTOMATIC SLIDING / FINISH EXISTING ~ i 3. SEE INTERIOR DESIGN D~WlN~S FOR FLOORING PA~EENS, ~ (S L~F) ......... ~" ; I J 0 m 5. USE "DUROC" CEMENT BOARD AS TILE BACKER BOARD AT ALL AR~S TO RecEIVE T C A '~' THOMAS CAMPIGLIA, ARCHITECT, PLLC ~ TEL NO. (212) 686-1858 F~ NO. (212) 765-8511 2-1/2"~ FOY[R SIDE M~AL ~UDS ALIGN ( O TINUOUS CORNER B~D (~P.)~ ~ALUMINUM FRAME R~ARDANT WOOD I BLOCKING AS REQUIRED STERLING ~NAGEMENT, INC. Tel' {2~2) 245-6300 F~. (212) 765-8511 EXISTING MASONR, . - , ' ' ~/ ~~ TO S~B AS REQUIRED WALL . S~NT WITH CLOSEDII~J- / ~ ' t EXISTING MASONRY .... E ::{ / ~NEW GYPSUM BOARD CELL BACKER ROD ANDI1~11~ '' X ~ WALL 7-0 ~ .;; ~,~: ~ I~ /CEILING (REFER TO WEEP TUBES ~ERY 600 I~1111" .' . . ~. , ROUGH WALL OPENING , ~;~ --';t; /REFLECTED CEILING P~N) ALUMINUM ~ G~SS ~, ~ CONSULTANT ~- y HOLLOW M~AL F~ME. BY OTHERS ~1 II ~,~ ' ~ Em~ANC[ DOO~ SYSTEU F~SH EX~ST~N~ ~ ~'~:' TO ~W~= _-_ : ' C ~, (D L~F). iNSTALL AS PE~ ~ASONRY WALL X ~ ~ / :5 ~ ~, ~ ~ O--";--I . .' ,~ , REQUIREMENTS.~ X ." ~,, , ~ :~:~R~ARDANT WD. BLOCKING NEW 1/2" SOLID STUDS~ R~ARDANT , ~ ~ 7'-o" A.P,F, O~ ~ ~ ~ ~07.57 LENGTH: TBD. NOTED ~ ~~CONT, NUOUS iFIS COMPATIBLE ~ ~ '"~ ~'~....... ..... ~ 'q CHECKED THC ~ ~ ALUMINUM FRAME WALL ~P.) SOLID CORE WOOD DOOR AUTOMATIC SLIDING DRA~NG (5 L~f). iNSTALL AS PER -~ ~ ~ ~ ~,:' S~NT AND CLOSED CELL ~ ~ / I ~ FLOOR GUIDE ~ DETAILS FINISHED FLOOR ~ [ ~ ~ ~ ~ ~ ERS WALL SYSTEM EXISTING MASONRY~ ~ 7/8" ! ! ! ~J AROUND EXIST. COLUMN. EXISTING LALLY COLUMN TO REM~N. -- P. LAM ACCESS DOORS/ tTORAGE, -- PLANTERS lo;EAST WING DINING ROOM LAYOUT O SCALE: 1/4" = 1'-0" 13'-2" 1 O.H. UNE OF'fOFFff ABOVE 12'-5" COLUMRS (17P). UNE -f SOUD SURFACE COUNTERTOP, SEE MILLWORK ELEVAtiONS FOR ADDmORAL INFO. -- (5) 18" DEEP PmLAM SHELVES, Tri°. -- SOLID SURFACE COUHTEROP WITH PIAM UPPER AND LOWER CABINETS WITH U.C. UGHTS(IYP). ~'~DOPP' ~ SHELVING ABOVE WEST WING RECREATION AREA LAYOUT SCALE: 1/4" = IL0" CORIAN TOP PORCELAIN DROP IN SIN4 TfP. SHOWER CONTROL, 1YP. m i m m m m m (5) 18" DEEP p. LAM SHELVES, TYP. SOLID SURFACE COUNTER TOP W/ P. L~M UPPER & LOWER CABINETS. SEE MILLWORK ELEVAWONS FOR ADDITIONAL INFO. -- (5) 18" DEEP P.LAM SHELVES, 1YP. ~EAST WING RECREATION AREA LAYOUT SCALE: 1/4" = 1'-0" OF SOFFIT/ TRELLIS ABOVE. SEE ELVATIONS. (WP.) 8'-0 1/2" DOUBLE BED BEDROOM 2'x3' FULL HEIGHT WARDROBE (1YP.) GUEST CHAIR WARDROBE (IYP.) 2'x3' FULL HEIGHT WARDROBE OYP.) - DED (1YP.) - COMBO DRESSER/ NIGNTSTAND (WP.) PTAC UNIT (WP.) ~x-~TYPICAL SINGLE BED BEDROOM LAYOUT SCALE: 1/4''= 1'-0" DEEP p,LAM ADJ. STORAGE SHELVES (5) HIDH OYP.) DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Complgiio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Complgllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRFFFEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. (~) Copyright 2008 Thomos Compiglio Architect, PLLC. DBA- TCA ARCHITECTURE ROBE HOOK AT ALL OFFICES, CHARTING, ETC.., CABINET COUNTERTOP COMBO DRESSER/ '' NIGNTSTAND (IYP.) 9-10-08 ISSUED FOR D.O.H. REVIEW, PARI1AL SET 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, ME~NTNE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAJ( NO. (212) 765-8511 PROJECT MANAGERS: STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEWYORK, NY 10016 Tel' (212) 245-6300 Fax: (212) 765-8611 CONSULTANT JAMES, LASAI_A CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT ,o ' ~__ 2'x3' ',I - · ELEC. RREPLACE. __ WARDROBE (l'(P.) ? [~ CONSULTANT (wP.) ..... f .o. 1.o. JUl , ' t ' *W'N p,CAL.00MAND T ~7~ ~ .................. : ,, ~ ¢ c..,c~ cCOMMOM AREAS · · ~ I~ ( UFR: mN-PRO ~ ~', ) CUCKEE W/ __ . ¢%¢. m ',', ~ c,,o.,z, E GED PLANS SCAR: 1/4" = 1'-0" ~/4" = 1'-0" SCAR: 1/4" = I'-0" SEAL ~[ SHEET NUMel ! ! ! FIN. CLG. LINE J WOOD HANDRAIL (TYPO GYP. BD. SOFFIT I -- WOOD MOLDING (TYP.) WOOD COLUMN WOOD HANDRAIL (TYP.) (~)ELEVATION ~ DINING/RECREATION SCALE: 1/2" = I'-0" WOOD CORNICE (TYP.) T 6 EQ. PANELS = 7'-4" [ ] [ SCHEDULED BASE (TYP.) WOOD CHAIR RAIL (TYP.) "7 ELEVATION CORRIDOR SCALE: 1/2''= 1'-0" I WOOD MOLDING (TYP.) (~)ELEVATION SCALE: 1/2" = IL0" CORRIDOR -- WOOD HANDRAIL(TYP.) MIRROR NOfE ~1 - COORDINATE RNAL OPENING SIZE WITH APPROVED E~RIC FIREP~OE ~NUFACTURER'S ~ DNENSI0~ RE~UIREDE~S. (~)TYP. ELEVATION ~ LIVING ROOM SCALE: 1/2"= 1'-0" B 1/2" © \, TREATED WD. FRAMING AT TOP, BOTTOM AND MID SPAN PLAN ~ COLUMN ENCLOSURE (~TYP. SCALE: 1 1/2" ~ IL0" + + U/S OF G' 1'-0" 1' "~ DYKES #75 I ~ EXIST. LALLY COLL OCCURS IN PLAN DRRIDO SIDE IJ s/o' 3/4" 0 1/2 t~]- 0YNES #75 SIDE BASE BB. CEILING WHERE CORRIDOR SIDE OF GYP, BD. CEIUNG lx6 SOLID WD, PAINTED BD. 2-1/2" MTL STUDS ~-- COLUMN BEYOND DINING RM. SIDE DYKES #333 e 'A' lX6 SOUD (PAINT LINER · x 1/2" SOLID WD, T WD. nH.) PHASE 2 PHASE 1 AST WIN _SCHEDuL.W.E.~f~,~ WING ~.. Tc~YP; ~2.__ 1,_o,, DE ANTER A DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomes C~mpigli~ Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRRqFEN AUTHORIZATION OF Thomas Compiglie Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI3TEN CONSENT OF TCA ARCHITECTURE, Thomos Cempiglie, Architect, PLLC. ~)Copyright 2008 Thomes Cempiglie Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D.O,H. REV1EW, PARllAL SET 6-26-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H, SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOr ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHI}ECTURR, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 TEL. NO, (212) 666-1858 FAX NO (212) 765-8511 PROJECT MANASERS: STERLING STERLING MANAGEMENT, INC. 2PARKAVENUE, MEZZANINE NEVVYORK, NY10016 Tel. (212) 245-6300. Fax' (212) 765-85111 hap ://iNww.sterlin g nyc.corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL NO. (631) 692-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D,O.H,/C.O.N. NO. 071038-H PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-06 DRAWING COMMON AREAS INTERIOR ELEVATIONS ~ IUMBER ! ! ! TOILET ACCESSORIES SCHEDULE DESCRIPTION MANUF./MODEL MOUN'G REMARKS WALL--HUNG LAVATORY (HLAV) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE, COUNTERTOP LAVATORY (S-3) AMERICAN STANDARD cOUNTER RE: PLUMBING FIXTURE SCHEDULE MOP BASIN (MS) E.U MUSTEE FLOOR WALL-HUNG LAVATORY (HLAV-1) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE RE: PLUMBING FIXTURE SCHEDULE WATER CLOSET (WC-6) AMERICAN STANDARD FLOOR RE: PLUMBING FIXTURE SCHEDUEE WATER CLOSET (WC-5) GEBERIT WALL RE: PLUMBING FIXTURE SCHEDULE STAINLESS STEEL TILT MIRROR BOBRICK / B-9423 1830 SURF. 18" X 50" 24' STEEL GRAB BAR BOBRICK/B:6806-24 SURF. 36" STEEL GRAB BAR BOBRICK/B-6806-56 SURF. 42" STEEL GRAB BAR BOBRICK/B-6806-42 SURF. - 48" STEEL GRAB BAR BOBRICK/B-6806-48 SURF. - 54" STEEL GRAB BAR 18" STEEL GRAB BAR 30" STEEL GRAB BAR FOLDING SHOWER SEAT SHOWER FIXTURE/HEAD 4URSE CALL CORD NOT USED TOILET TISSUE DISPENSER (2 ROLL) SOAP DISPENSER SOAP DISPENSER ASI/ASI-5702-54 SURF. - BOBRICK/B-6806-18 BOBRICK/B-6806-30 SURF. SURF. RE: PLUMBING FIXTURE SCHEDULE SINK FAUCET & MOP/BROOM RACK SHOWER CURTAIN & TRACK BOBRICK/B-518 WALL ALSONS/62001 WALL WHITCOM CBS SURF. BOBRICK/B-3888 RECESSED BOBRICK/B-8221 LAV/MTD BOBRICK/B-4112 SURF. e.l. MUSTEE IN-PRO CLICKEZE WALL CLG RE: PLUMBING FIXTURE SCHEDULE MOP BASIN - MS SUPER BIO STAT VINYL SHOWWER CURTAIN WHISPER CUBE TRACK DOUBLE ROBE HOOKS 24" S.S. SHAMPOO SHELF TOILET SEAT COVER DISPENSER HOT WATER & DRAIN PIPE INSULATION PAPER TOWEL DISPENSER / WASTE RECEPTICLE BOBRICK-B-76727 BY OWNER BOBRICK/B-301 BOBRICK/B-369 WALL - WALL - RECESSED - REOESSED - No~RSE CALL CORD 1. ALL TOILET ACCESSORIES SHALL BE INSTALLED WITH TAMPER RESISTANT FASTENERS. 2. REFER TO DRAWING AN-02 FOR PLUMBING FIXTURE SCHEDULE. 30" CEP, AMIC TILED FLOOR ENLARGED C--sPLAN AT TOILET , ~ SCALE: 1/2" = 1'-0" -- CERAMIC TILED FLOOR ENLARGED ( PLAN AT TOILET SCALE: 1/2" = 1'-0" FACILITIES FOR THE PHYSICALLY HANDICAPPED B1. FACILITIES FOB THE PHYSICALLY HANDICAPPED SHALL COMPLY WITH ICC/ANSI Al17.1 AND NfS BUILDING CODE. B2. THE BUILDING IS PROVIDED WITH AN EXTERIOR ACCESSIBLE ROHTE TO PERMIT ENTRY AT PRIMARY ENTRANCES FROM PUBLIC STREETS AND SIDEWALKS, DRIVEWAYS, pARKING AREAS, PASSENGER LOADING ZONES, AND TRANSPORTATION STOPS. B3, THE BUILDING IS PROVIDED WITH AN INERIOR ACCESSIBLE ROUTE FROM THE ENTRANCES, TO OTHER SPACES OR FACILmES, USABLE BY ALL PEOPLE RAYING PHYSICAL DIEABILITIES AS PER 271292.5 (C). 64. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE IS 36 INCHES EXCEPT AT DOOR OPENINGS WHERE THE MINIMUM CLEAR WID]H IS 32 INCHES. (4.3 ES 4-6), OPENINGS MORE THAN 24" DEEP HAVE A MINIMUM CLEAR WIDTH OF 36". BO. THE MINIMUM CLEAR HEIGHT OF ANY ACCESSIBLE ROUTE IS 6 FOOT 8 INCHES. (4.4.2 RS 4-6) B6. WHERE A CLEAR FLOOR SPACE COMPLYING WITH 4.2.4.2 OF RS 4-6 ALLOWS ONLY FORWARD APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH FORWARD REACH (LIGHT SWITCHES, ETC.) SHALL BE 4§ iNCHES AND THE MINIMUM UNOBSTRUCTED LOW FORWARD REACH SHALL BE 15". (4.2.5 RS 4-6) B7. WHERE A CLEAR FLOOR SPACE COMPLYING WITH 4.2.4.2 OF ES ¢-6 ALLOWS ONLY PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR THE MAXIMUM UNOBSTRUCTED HIGH SIDE REACH (UGHT SWITCHES, ETC.) SHALL BE 54 INCHES AND THE MINIMUM UNOBSTRUCTED LOW SIDE REACH SHALL BE 9 INCHES. (4.2.6 RS 4-6) B8. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2' IN HEIGHT AND SHAll BE DB/BLED AT A SLOPE NO GREATER THAN 1:2. B9. MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT AUTOMATIC ARE AS SHOWN IN FIGURE 2BA, 25B AND 25C. OF RS 4-6 BIO. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OF ~[STING OF THE WRIST TO OPERATE AND SHALL BE MOUNTED WITHIN REACH RANGES SPECIFIED IN SEC. 4.2 (4.15.9 RS 4-6). Bll. THE MAXIMUM FORCE FOR PUSHING AND PULLING OPEN A DOOR EXPRESSED IN "POUNDS-FORCE" (LDF) SHALL NOT EXCEED B.5 LDF FOR EXTERIOR HINGED AND 5.5 LDF FOR INTERIOR HINGED DOORS (4.13.11 RS 4-6). B12. AT EACH LOCATION WHERE PUBLIC TELEPHONES ARE PROVIDED, AT LEAST ONE SUCH TELEPHONE SHALL BE ACCESSIBLE AND USABLE BY PEOPLE WHO USE WHEELCHAIRS AND AT LEAST ONE SUCH TELEPHONE SHALL BE USABLE AND ACCESSIBLE TO PERSONS WiTH HEARING IMPAIRMENT (SEC 27-292.14) (4.29 RS 4-6). B13. AT LEAST ONE DRINKING FOUNTAIN ON A STORY ON WHICH DRINKING FOUNTAINS ARE PROVIDED SHALL BE ACCESSIBLE AND SHALL COMPLY WITH SEC. 4.15 OF RS 4-6). R14. EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS WHICH MEET THE REQUIREMENTS OF SECT. 4.26.2 AND SECT. 4.26.3 OF RS 4-6. B15. WHERE PROVIDED ALL ELB/ATORS SHALL COMPLY WITH REFERENCE STANDARD RS 18-1 WHERE AN I~TERIOR ACCESSIBLE ROUTE IS REQUIRED. B16. MOUNTING HEIGHTS AND CLEARANCES OF ACCESSIBLE RXTURES DISPENSERS AND GRAB EARS SHALL COMPLY WITH SEC 4.16, 4.17,4.18 AND 4.19 OF RS 4.6. B17. HOT WATER AND DRAIN PIPES UNDER LAVATORIES OR SINKS SHALL BE INSULATED OB OTHERWISE PROTECTED WHERE THEY ABUT THE CLEARANCES REQUIRED BY SECT. 4.19.2 RS 4-6. B18. FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, MISTING OR PINCHING OF THE WRIST. B19. MIRRORS SHALL BE MOUNTED WITH THE BOffOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES FROM THE FLOOR. B20. GRAB BARS WHERE PROYIDED SHALL MEET THE REQUIREMENTS OF SEC. 4.24.2 AND SEC 4.24.3 OF RS 4-6 WNH RESPECT TO SIZE, SPACING AND STRUCTURAL STRENGTH. B21. ALL SIGMAGE THAT PROYIDES EMERGENCY INFORMATION OR GENERAL CIRCULATION DIRECTIONS OR IDENTIFIES ROOMS AND SPACES SHALL COMPLY WiTH THE FOLLOWING SECTIONS OF REFERENCE STANDARD 4-6. 1. 4.28.2 CHARACTER PROPORTION 2. 4.28.3 3. 4.28.4 4. 4.28.5 COLOR CONTRAST CHARACTER OR SYMBOLS SYMBOLS OF ACCESSIBILN7 1. DIMENSIONED TO BoTroM OF MIRROR. 2. SOAP DISPENSER AND CEDTFRUNE OF TOWEL SLOT ARE 4'-6" ABOVE FINISHED FLOOR MAXlMUM.(~PICAL) AT BARRIER FREE BATHROOM. CONTRACTOR SHALL VERIF~ ~PE OF PAPER TOWEL, TOILET TISSUE AND SOAR DISPENSERS TO BE USED WITH OWNER PRIOR TO START OF ]UB ROOM WORN. 4. 6ATHROOM AND TOILET ELEVATION SHOW FULL HEIGHT CERAMIC TILE. SEE FINISH SCHEDULE DRAWING AD-503 FOR EDRqHER INFORMATION. SEE INTERIOR DESIGN DWG's FOR DECORATIVE ELEMENTS (ACCENT TILES, ETC.). 5, SEE DRAWING AN-02 FOR PLUMBING FIXTURE DESIGMATIONS. 6. CONTRACTOR SHALL MAKE ANY AND ALL MODIFICATIONS TO FLOOR, WALL, AND CEILING CONSTRUCTION WHICH MAY BE REQUIRED DUE TO ROUGHING AND OLNLET DIFFERENCES BEqWEER ORIGINAL FIXTURES AND NEW REPLACEMENT RXTURES. THIS SHALL INCLUDE CORE DRILLING OF EXISTING SLABS AND WORK IN CEIUNGS ABOVE AND BELOW THE "CONTRACT AREA!" SEE NOTE Mll ON DWG. AN-07. 7. PROVIDE STEEL BACKER PLATE PER GRAB BAR LOCATIONS, EXTEND PLATE MIN, 16" BEYOND END OF GRAB BAR (TO NEXT STUD). (HP.) NOTE: ] SEE DRAWING El/A-604 FOR A.DA.I RESTROOM ELEVATON CLEARANCES./ :TILED FLOOR TOILET & JANITORS CLOSET SCALE: 1/2" = 1'-0" WATFER 19" MAX. LAVATORY CLEARANCE CLEARANCE 50"X46" II- O WC-5 WC-5 56" , 1 WATTER CLOSET- CLEARANCE 56"X60" f 30" DOOR WIDTH CONTROL WALL SEAT WALL 36" TRANSFER 37PE SHOWER -- CLEARANCE 36"X48" DOOR CLEARANCE (DOOR WIDTH) X 48" DOOR CLEARANCE'--, (DOOR WIDTH) X 46" END WALL 8" MAX. --ROLL-IN TYPE SHOWER CLEARANCE (50' WIDE) X (LENGTH OF' SHOWER) ILET ROOM CLEARANCE LAYOUT SCALE: 1/2" = 1'-0" NOTE INSTALL EFOXY RESIN R.OORINO SYSTE~ AS PER MFG. REQ. ,i¸ NOTE: INSTALL EPOXY RESIN FLOORING SYSTEU AS PE~ MFG: REQ. 2'-6' AT ROLL-IN SHOWER EPOXY RESIN / WATER PROOF MEMBRANE / TYPICAL RESTROOM FLOOR NOT TO SCALE W~J- TILE, SEE FINISH SCHEDULE SEALER TOP COAT RE PLUMBING DWG. SURFACE TO ALLOW SLOPE TO DI~N PER FOOT TO DRAIN [ SLOPE DN ~' PER FOOT TO DRAIN CONCRETE TYPICAL SHOWER FLOOR DRAIN NOT TO SCALE 9'-10" WC-6 FLOOR SINK NOTE: PROVIDE WATERPROOF MEMBRANE THROUGHOUT TUB/ SHOWER ROOM TO 18" A.F.F. WP. x. mM. D2~;4 HIGHPOINT PITCH HIGHPOINT FLOOR DRAIN CUT AND FILL REMOVE 1/2' PORTION OF EXISTING SLAB AND BUILD-UP Of 1/2" TO ACHIEVE DESIRED PITCH TO DRAINS 1YP. PROVIDE EPOXY RESIN FLOORING SYSTEM OF 2 SLOPE 1 ,I MIRROR WITH OVER MIRROR UGHT. II PROVIDE "DUROCK" CEMENT -- BOARD THROUGHOUT, ~(P. 8'-6" 5'-6" 2'-5" HIGH PRESSURE POST FORMED P. LAM COUNTERTOP & ADJUSTABLE SHELVES ABOVE. .Go,,ED PLAN AT TUB ROOM EPOXY RESIN FLOORING SYSTEM. (TYPICAL) ,, E ARGED PLAN AT TYPICAL BATH ROOM SCALE: 1/2" = 1'-0" DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Complglla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Camplglla Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED DY ANY OTHER PASTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE. Thomas Cempiglia, Architect. PUC. (~Copyright 2008 Thomos Cempiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE ADDENDUM ~1 ISSUED FOR D.O.H. REYIEW, PARTIAL SET PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHI~CT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NBNYORK, NY 10016 TEL NO. {212) 6864858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC, 2 PARK AVENUE, MEZZANINE NBA/YORK, NY 10016 Teh (212) 245-6300 ' Fax: (212) 766-8511 ht[p://www.sterhngnyc,com CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 :ULTANT CONSULTANT D.O,H./C.O.N. NO. 071038-H 'ROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE lO-OB-DB DRA~NG TOILET AND BATHROOM ENLARGED PLANS A-603 SEAL SHEET NUMBER ! ! ! -' - i DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF TOILET ACCESSORIES SCHEDULE PROFESSIONAL SERVICE ARE. AND SRALL REMAIN, THE PROPERTf Of Thomas Campiglia ~chitect, PlLC. DBA T~ ARCHITE~URE. ITEM DESCRIPTION MANUF./MODEL NOUN'S REMARKS 54' a~N. ~, NO REPRODUCTION, ~N WHOLE OR IN PART, SHALL BE ~ / 12' MADE WffHOUT THE WRi~EN AUTHORI~TION Of Thomas ·~ Compigmlo Architect, PllC. DBA TCA ARCH~ECTURE. WALL-HUNG ~VATORY (h~V) AMERICAN STANDARD WALL RE: PLUMBING FIGURE SCHEDULE 22"-25''1 ~I 15" ~ 15" 42' MIN. ~. ~E E~ G~ ~ THIS DOCUMENT IS INTENDED SOleLY FOR THE ~ COUNTERTOP ~VATORY (S-3) AMERICAN STANDARD COUNTER Re: PLUMBING FIXTURE SCHEDULE ~~ I ~ ~" L~ HOSE REQ. 3~"-4~", ~ ~ ~M~ ~ CONSTRUCTION Of THE PROJECT NAMED HEREIN AND ~ MOP BASIN (MS) E.l. MUSTER FLOOR Re: PLUMBING FIXTURE SCHEDULE ~ ~ ~ me W~R ~ OTHER CONSTRUCTION WITHOUT THE WR~EN CONSENT OF ~ .~ = ~ W~ ~E . ~ 12 ~ TCA ARCH~ECTURE, Thomas Compiglio, Architect, PLLC. WALL-HUNG ~VATORY (H~V-1) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE ~ U'". ~ --. -- ~ ~ FO"O0~O~S~ ~[ SH~[~ '~_ ~ ' ~.~' ,NC~ .iNiM~ i~ ~ .om P~.~ ~ ~ ~ 24- MI" ~MtN' ~ 1~', ~ Copyright 2008 ~Eo~QS DBA. rCA A~CHITECTURE CQ~p;~,;o AFcE][~c[' PLLC. ~ ~ WATER CLOS~ (WC-6) AMERICAN STANDARD FLOOR RE: PLUMBING FIGURE SCHEDULE WATER CLOS~ (wc-5) OEBERIT WALL Re: PLUMBING FIXTURE SCHEDULE HOT WAER % o ~ ~ OF ~T LO~ OPmS~ Of STAINLESS STEEL TILT MIRROR BOBRICK / B-9423 1850 SURF. 18" X 30" PIPES ~ ~ ~ , -- ~ 24" STEEL GRAB BAR BOBRICK/B-6806-24 SURF. -- ~ ~ 6" ' : ~ ~~ FOR R~-I~ ~E SHEERS, ~ ~ ~ 36" STEEL G~B BAR BOBRICK/B-6806-56 SURF. -- ~ MOURNS LOtiONS ~ BE ~ ~ 7" TO ~ ~ ~ ~ 42" STEEL G~B BAR BOBRICK/B-6806-42 SURF. - ........ ~ .... ~ -- ~ 48" STEEL GRAB BAR BOBRICK/B-6806-48 SURF. - SHOE COMP~ME~ ~T P~N ~VA~ LO~ON SHOWER COBOL MOURNS LO~ON TOl~ MOURNS LO~TlO~ ~ ~ LO~N TOl~ P~ LO~Tl~ ~ 54" STEEL GRAB BAR ASI/ASI-3702-54 SURF. - ~ 18" STEEL G~B BAR BOBRICK/B-6806-18 SURF. - / O 30" ~eEl G~B BAR BOBrlCK/B-68OB-30 SURF. - T~ICAL A D A / ANSI A1 17 1 - 2003 D~ENSIONS ~ FOLDING SHOWER S~T BOBRICK/B-518 WALL - .... ~ SHOWER FI~URE/H~D ALSONS/62001 WALL RE: PLUMBING FIXTURE SCHEDULE ~ NURSE CALL CORD WHITCOM CBS SURF. - ~ NOT USED - - _ ~ TOIL~ TISSUE DISPENSER (2 ROLL) BOBRICK/B-3888 RECESSED - ~ SOAP DISPENSER BOBRICK/B-8221 ~V/MTD I_I ~ BOBRICK/B-4112 -7-- ~ I ' ~ SOAP DISPENSER SURF. :~' -'~ ~ ' __/~ ~-~-~~~~~ ~~UPER ~'Ow/~T~wHlSPe.V~Yl CUBESHO~:RTRACK ~' I -- ~ 40' W~N~C~ ~ __ I ~ SHOWER CURTAIN & TRACK IN-PRO CLICKEZE Clg ~R-..N CE~lC ~ ~ DOUBLE ROBE HOOKS ~ BOBRICK-B-76727 WALL ~ ~ ~ 0 0 j 0 / ~' W~NSCOT ~ 24" S.S. SHAMPOO SHELF BY OWNER WALL ~ ~ :-- ~ --~85~ -- . S ..... ~ TOIL~ S~T COVER DISPENSER BOBRICK/B-301 RECESSED m ~ ~' ] I ~ ~ i ~ PAPER TOWEL DISPENSER / WASTE RECEPTIC~E No~RSE CALL CORD BOBRICK/B-569 RECESSED ~'?_ I VI'-; , -:~ ~ 'm ~- ~ .~, 1- ALL TOlL~ ACCESSORIES SHALL BE 'N'ALLED WITH TAMPER RESISTANT FASTENERS. F.D. ~ ~ il mI 8-12-08 ISSUED FOR D.O.B. FLUNG FACILITIES FOR THE PHYSICALLY HANDICAPPED~ ~~°~ON ~ ROOM 1ELEVATION r~ ROOM ~ ~ SC~E: 3~" = 1'-0" B1. FACI~IES FOR THE PH~I~LY ~DIC~PED S~L COMPLY W~ ICC/~SI All7.1 AND PRIVY E~CES ~OM PUBUC ~RE~ ~D SID~ALKS, DRIV~AYS, PARKING ~, PASSENGER LOADING ZONES, ~D ~SPORTA~ON ~OPS. ~CUBIC~cK,CU~NN~.) TO OTHER SPACES OR FAClLmES, U~LE BY ~ PEOPE ~VlNC P~SI~ DI~BI~ES-- ~ ~ 61700 ROUTE 48, GREENPORT, NY 11944 B4. THE MINIMUM C~R WlDm OF ~ ACCESSIB~ RO~ IS 36 INCHES ~C~T AT DOORN X I)/ ~ . ~ ~ ~ oP~,,N= WH~ ~ ,,,,u, C~, W,~TH B ~ ,,CH~S. ~.~ ,S ~-~). ~ . ~0' W..~ =~,C m m m m ~ ,oo,.,.o.,. (~.~.~ ,s ~-~) , .. ~ FORW~D APPROACH ~ A PERSON IN A WHEELC~R THE mmMu~ UNOB~UCmD .... ~ / 4 4 ~ m ~ High F0~P R~gH (Ug~ SWECH~, ~C.) S~ BE 48 INCHES AND THE ~INIMU~ ~ ' UNOB~u~DHIGH SIDE R~CHLow(UG~SiDE SWFFCHES,R~CH s~C')BESm~9 INCHEs.BE 54(4.2.61NCHESRs~D4_6)THE UINNUU __ I ;~-[ i ~ ~ ':-TS::~l ~ ::5._ ........ ~ ~ TEL NO. (212) 686-1858 F~ NO. (212) 765-8511 S" R SHOWN mN FIGURE25A, 258~D 25C. 0F RS 4-6 ELEVATION T~ ROOM ~ ELEVATION ~_ TOILET ~ ELEVATION ~_ TOILET ~ ELEVATION ~ TOILET STERLING m El0. H~S, PU~S, NTCHES, LOCKS ~D 0~[R 0PEkiNG D~eES 0, ACCESSIB~ , MANAGEMENT, INC. D00,S Sm~ ~VE A S~PE ~T B ~SY T0 g~P WITH 0,E ~ND AND DOES ~ SCar: ~" = 1'-0" ~ SCar: 3/8" = 1'-0" ~ SCar: 3/8" = 1'-0" ~ SCar: 3/8" = 1'-0" - m BiZ ~ ~C. racinG. ~E,E PU~UC V~PH0,ES ~[ P,0~ED. at t~ 0,[ SUCH ~= .n~m CE~C JAMES LASA~ PERSONS WITH H~RING IMPNRME~ (SEC 27-292.14) (4.29 RS 4-6). SEE RNISH P~ ~-- ~S~R[4-$).~R0~DD S~ BI ~CC[SSIfl~ ~D $~k C0~[Y W~H SIC. 4.15 0F ~ J~ r r' I ~1 ' ~ I~L ~O. 5~2-2~7a WHICH ME~ me REQUIREMENTS Of SECT. 4.t6.2 ~D SLOT. 4.26.~ Of RS 4-6. ~ ~ _:: ~ ~ (_ "~ ~ ~s S~L COUPLY W~H SEC 4.1~, 4.17,4.1~ AND 4.1~ OF ~S 4.6. ,: ~ f m , ~ :: ~. ~ 2: ~ G~PING, ~l~lNg OR PINCHING OF THE WRm~. E~v , ~ELEVATION ~ TOILET ~ ~ELEV. ~ ROLL-~ SHO~R ~ELEV. ROLL-~ SHO~R ~ELEV. ~ T~NSFER SHO~R B20. Grab ~RS W,[R[ PR0~DD Sm~ ~ mi R[~01R[U[~S 0[ SIC. 4.24.2 ~D ~ SCALE: 3/8" = 1'-0" - = - ~ SC~E: 3/8" = ~0" ' ~ ~= 1'-0" ~ SC~E: 3/8" = 1E0'' 3. 4.28.4 C~CTER OR ~BOLS me HBG~ CE~IC ~I 'i~ ~ w~ Mou~ uo~ ' ': 4. 4.28.5 ~BO~ OF ACCESSIBI~ . ~L ~_[ 4 FigURE, RE: mmm,c P~ ::}}: CHECKED TNC rF' ~ -- TOilet AND BATHROOM 1. DIMENSIONED TO ~OM OF MIRROR. ~ 4" ~ ~P. -- ~ . M~IMUM.(~JC~) AT ~RIER ~EE ~THROOM. ~ / P~E D~WI~6 ~-503 FOE ~H[E INFOE~ION. SEE I~EIOE D~I~N DW6's FOE D[CO~T~ ~ ~ ~ I = ~ F ~ 7. PROVIDE ~EEL "CKER PN' PER ~B" L0CA'0"S, E~"' PNTE "'",,~0,~~, o, ,. ~, (,o ,~ ,,). ~,,.) ''' :~:~= 1,_o,.T:~FE:HOmR ~ELEV'sc~E:3'g" = 1'-0"T~NSFER SHOmR ~~'sc~E: 3/8. = 1,-o. TOILET /BATH ROOM :~:~,_o,,TOILET= _ /BATH ROOM a,E:V. TOILET /BATH ROOM ~ SC~E: 3~"=1'-0" SEAL TOILET ACCESSORIES SCHEDULE ITEM DESCRIPTION MANUF,/MODEL MOUN'G REMARKS ~) WALL-HUNG LAVATORY (HLAV) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE Q COUNTERTOP LAVATORY (S-5) AMERICAN STANDARD COUNTER RE: PLUMBING FIXTURE SCHEDULE ~ MOP BASIN (MS) E.L. MUSTER FLOOR RE: PLUMBING FIXTURE SCHEDULE Q WALL-HUNG LAVATORY (HLAV-1) AMERICAN STANDARD WALL RE: PLUMBING FIXTURE SCHEDULE O WATER CLOSET (WC-$) AMERICAN STANDARD FLOOR RE: PLUMBING FIXTURE SCHEDULE ~ WATER CLOSET (WC-5) GEBERIT WALL RE: PLUMBING FIXTURE SCHEDULE Q STAINLESS STEEL TILT MIRROR BOBRICK / B-9423 1830 SURF. 18" X 50" (~) 24" STEEL GRAB BAR BOBRICK/B-6806-24 SURF. - ~ 36" STEEL GRAB BAR BOBRICK/B-6806-36 SURF. - ~ 42" STEEL GRAB BAR BOBRICK/B-6806-42 SURF. - ~ 48" STEEL GRAB BAR BOBRICK/B-6806-48 SURF. - ~ 54" STEEL GRAB BAR ASI/ASI-5702-54 SURF. - (~) 18" STEEL GRAB BAR BOBRICK/B-6806-18 SURF. - (~ 50" STEEL GRAB BAR BOBRICK/B-6B06-30 SURF. - Q FOLDING SHOWER SEAT BOBRICK/B-518 WALL - O SHOWER FIXTURE/HEAD ALSONS/62001 WALL RE: PLUMBING FIXTURE SCHEDULE ~) NURSE CALL CORD WHiTCOM CBS SURF. - O NOT USED - - _ ~) TOILET TISSUE DISPENSER (2 ROLL) BOBRICK/B-5888 RECESSED - ~) SOAP DISPENSER BOBRICK/B-8221 LAV/MTD ~ SOAP DISPENSER BOBRICK/B-4112 SURF. ~ SERVICE SINK FAUCET & MOP/BROOM RACK E.L. MUSTEE WALL RE: PLUMBING FIXTURE SCHEDULE MOP BASIN - MS / ~ "~'~-~r'~--'~'~- ~ ~ ~ ~'~UPER [~10 'STA~ VI~IYL SHO~VE'R '~) I~.(~ SHOWER CURTAIN & TRACK IN-PRO CLICKEZE CLG CURTAIN W/ WHISPER CUBE TRACK /1 ~ (~ DOUBLE ROBE HOOKS BOBRiCK-B-76727 WALL ~) 24" S.S. SHAMPOO SHELF BY OWNER WALL ~) TOILET SEAT COVER DISPENSER BOBRICK/B-301 RECESSED {~) HOT WATER & DRAIN PIPE INSULATION - - ~) PAPER TOWEL DISPENSER / WASTE RECEPTICL'E BOBRICK/B-569 RECESSED I I ! ! ! ! ! T STAFF STATION - U.C. RLE CASINET. ......................... 1~ 1 8ULLNOSE --, ,-- ~ ~~..~ , ---~- /'/' T '" / ~ ~- U.C. FILE o'-,v4" SUPPORT BLADE, IYP. RE: FLOOR PLANS ELEVATION ~ STAFF STATION SCALE: 1/2" = 1'-0" -- 4" BACK & SlOE SPLASH, lYP. RE: FLOOR PLANS 5 sEc~Lff., uV~.A__ ~,I, ON NOURISHMENT GW SOFFIT+FASCIA CORIAN HIGH AND LOW COURTERTOPS WITH 1 ~' BULLNOSE TYP. S.S.P. LAM 1 ~' REVEAL, TYP. WOOD VENEER PANEL. 4" TOEKICK 4" RES. BASE 5'-1" ~ ANGLED, SEE PLAN 8'-6" RE: FLOOR pLANS 9 Es~L~L~E~T_o,I, ON STAFF STATION 3 LOUNGE COUNTER t-:6 CORIAN HIGH AND LOW STAFF COUNTERTOPS WITH STATION 1 J~" BULLNOSE TYP. [~721 n 6 STAFF STATION PLAN SCALE: 1/2" = 1'-0" DNS Imo] (j~)DNS PLAN SCALE: 1/2" = 1'-0" 7 GWB SOFFIT & FASCIA DOOR TO CHARTING/ CONSULTING BEYOND. ,-- CORIAN COUNTERTOPS, W/ 1 ,~" BULLNOSE - 1 ,~" S.S.P. EAU REVEAL, -- WOOD VENEER BANEL ~- 4" TOEKICK RE: FLOOR pLANS (~ELEVATION ('& STAFF STATION SCALE: 1/2" = 1'-0" -- DOOR TO CHARONG OFFICE BEYONO. CORIAN HIGH AND LOW COUNTERTOPS WITH 1 ~" BULLNOSE lIP. $.$.P.L~ 1~' REVEAL, IYP. WOOD VENEER PANEL. 4" TOEKICK 4" RES. BASE ANGLED, SEE PLAN 6'-6~' L ANGLED, SEE PLAN 12'-1~' RE: FLOOR PLANS (12 EOm PANELS) RE: FLOOR PLANS (~ELEVATION ~ NOURISHMENT SCALE: 1/2" = 1'-0" SOFFIT, WP. P. LAM UPPER CABINETS W/ ADJ. SHELVES, 1YP. SCHEDULED U/C UGHT FlXL CORIAN COUNTERTOP. 6' HIGH BACK & SIDE SPLASH, TYP. INSULATING PVC SAFETY SLEEVE SHALL BE PROVIDED AT ALL EXPOSED WASTELINES. P. LAM BASE CABINETS W/ ADJ. SHELVES, Tm'P. 4' TOEKICK TYP. 4" RES. BASE ADA TRANSACTION COUNTER CORIAN HIGH AND LOW COUNTERTOPS WITH 1 ~" BULLNOSE TYp. 1 ~" REVEAL, WP. -- I ADA 4" TOEKICK 1YP. - 3'-9' t 4'-3" 2' P. LAM. FILE C. I. DRAWER -0" CABINET. RE: FLOOR PLANS FULL EXTENTION KEYBOARD TRAY ~ CORIAN HIGH AND COUNTERTOPS WITH 1 ~" BULLNOSE IYP. 1 [" S.S.P. LAN REVEAL, IYP. ADA SUPPORT BLADE, 17P. WOOD VENEER PANEL 4' TOEKICK 4' RES. BASE IYPE PEDESTAL RLE WINDOW BEYOND CORIAN COUNTERTOPS, W/ 1 J~" BULLNOSE IYP. 1 ,~" S.S.P. LAM REVD~L, 'rfP. WOOD VENEER PANEL. 4" TOEKICK TYP. ~ 4' RES. BASE ~ RE: FLOOR PLANS 4 ~L~L~,I, ON NOURISHMENT A~_l ,lo~(TyP ADA SUPPORT BLADE, ~P. .) ~ rj~i / -.... / OPEN KNEES'PA.t~ / J-- -- ~ 1 f-10~" SEE PLAN '1. ,f RE: FLOOR PLANS 6 sEc~E~.o,I, ON STAFF STATION GWB SOFFFr, TYP. P. I.AM UPPER SHELVES, 1YP. ~ "LITrLE INCH" U.C. LIGHT FIXTURE (~m) ~ P.LAN COUNTERTOP OYP.) 4" HIGH BACK & SIDE SPLASH, ~7p. LATERAL RLES 10 EQ. PANELS PTAC. RE: FLOOR PLANS & (H) DRAWINGS. T ~ I ~ I H I ~--- RE: FLOOR PLANS (j~)ELEVATION ~ DNS SCALE: I/2" = 1'-0" 7 sEcL~E~,I,® STAFF STATION 1. ALL DRAWERS & CABINETS SHALL BE EQUIPPED WITH KEY/LOCKING HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE NOTED. ALL HINGES SHALL BE COCEALED TYPE. 2. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. 3. SEE DRAWING A-701 FOR CABINET AND COUNTERTOP CONSTRUCTION DEATILS. 4. SEE DRAWING AN-02 FOR PLUMBING FIXTURE AND ELECTRICAL SYMBOL LEGEND. 5. SEE DRAWING A-603 FOR TOILET ACCESSORY LEGEND. 6. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW UNLESS OTHERWISE NOTED. 7. FINISH COLORS TO BE SELECTED BY OWNER. 8. UNLESS OTHERWISE NOTED SEE ELECTRICAL DRAWINGS FOR HORIZONTAL LOCATION OF POWER RECEPTACLES. UNLESS NOTED OTHERWISE, VERTICAL LOCATIONS OF POWER RECEPTACLES SHALL BE AS. FOLLOWS: A. DESK SURFACES: 18" A.F.F. TO CENTERLINE B. COUNTER SURFACES: 46" A.F.F. TO CENTERLINE 9. EACH WORKSTATION TO RECIEVE QUAD OUTLET AND COMBO VOICE/DATA RECEPTACLES ('rfp.) 10. ALL FILE CABINETS BY FURNITURE VENDOR. 11. HIGH PRESSURE LAMINATE ON PLYWOOD CORE. TYPICAL FOR CABINETS, BLADES AND COUNTERTOPS. MELAMINE CAN BE UTILIZED AT CABINET INTERIORS. I~(PICAL FOR ALL MILLWORK. 8 sEc~E~,I,ON STAFF STATION DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~' OF' Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thames Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HERDN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. (~)Copyright 2008 Thomas Compigllo Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D.O.N. REV1EW, 8-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 766-@§11 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ~ NEW YORK, NY 10016 Tel: (212) 245-6300, Fax: (212) 765-8511 ht[p://Www sterhngnyo.¢om CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL. NO. (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT D.O.H./C.O.N. NO. 071038-H PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRAW1NG ENLARGED PLANS AND ELEVATIONS A-605 SEAL SHEET NUMBER I I I L ( )NOURISHMENT SCALE: 1/2" = 1'-0" LOUNGE OWB SOFFrf, P. LAM UPPER CABINETS W/ ADJ. SHELVES, ~YP. 'LITTLE INCH" U.C, UG~ BXTURE, TYP. 6" HIGH BACK & SP[ASH, rfP. U.C. FILE ALL IN ONE FAX/ COPY MACHINE. -- U.C. Rle CABINET CHARTING~ 4 5 9'-0" ( ) II ~-P. LAM COUNTERTOPS. 3'-0' UNDER COUNTER REFRIGERATOR. PLAN = = =%= =,.~ .... %= =.~ .... %= =..~ .... ~..= =.,=' .... ~=.= ~ I II SINK, S-1. SEE '----.. DRAWING LG-1 FOR ADDT'L INFO. P. EAU COUNTERTOPS, W/ 1 ~" BULLNOSE p. LA~ BASE CABINE]S w/A~JUSTABLE SHELVES, 4" TOEKICK 14'-8' (10 EQ. PANELS) RE: FI. OOR pLANS FILLER ELEVATION AT NOURISHMENT SCALE: 1/2" = 1'-0" CHARTING PLAN SCALE: 1/2' = 1'-0" z RE: FLOOR PLANS ( ELEVEVATION-AT SCALE: 1/2" = 1'-0" RLE CABINET MEDICATION CAF GWB SOFFIT, 17P. P. [AM UPPER CABINETS W/ ADJ. SHELVES, 17P. "LIT[LE INCH' U.C, UGHT FIXTURE, RFP. EDGE OF WALL. 4" BACK & SIDE SPLASH, 1~P. CORIAN COUNTERTOP WITH 1~" BULLNOSE, RFP. 1~" REVEAL, TYP. WOOD VENEER PANEL, ~7P. P.U~M RASE CABINETS WITH ADJ. SHELVES, 1Yp. 4' TOEKICK & RESILIENT RASE, 'IYP. NOURISHMENT 7 I'-C ' NURSE STA, I , L ....... H ---~ ................ U ........................ · I I I NURSING STATION PLAN SCALE: 1/2" - 1'-0" / / EXISTING WINDOW CORIAB COUNTERTOP WITH ~" BULLNOSE, rfP. ~" REVRAL TYP. WOOD VENEER PANEL, RFP. CONTINUOUS WOOD RASE, ~TP. RE: FLOOR PLANS ELEVEVATION AT NOURISHMENT SCALE: 1/2" = 1'-0" Z f 2'-8~' ~ANGLED ANGLED RE: FLOOR PLANS CORNER OF WALLS. WINDOW. RE: FLOOR PLANS FOR ABDITIORAL INFO. 4" RACK & SIDE SPLASH, RFP. P. [AU COUNTERTOP. U.C. FILE CABINET. ADA SUPPORT BLADE, rfP. 4' RESIUENT BASE, IYP, '7 ELEVEVATION AT NURSING OFFICE ~ SCALE: 1/2" = 1'-0" Z PTAC. RE: FLOOR pLANS ALL IN ONE FAX/ & tH)DRAWINGS. ?.~ COPY *CHINE. SPLASH, TYP. P. LAM ~ ~j~' COUNTERTOP. CLOSED END P. I .__ ] / U.C. FILES, TYP. ~ II I~l / 4" RESILIENT RASE, 8 EQ. PANELS f 8'-6" } 12'-0" RE: FLOOR pLANS SOFFIT, ~P. LAM UPPER CABINETS W/ ADJ. SHELVES, ]YP. INCH U.C. LIGHTING, rfP. RACK & SIDE SPLASH, rfP. [AU COUNTERTOP. R COUNTER REFRIGERATOR. RE: FLOOR PLANS & tH) ORAW~NOS. KEYBOARD TRAY. 4 To,I, ON AT CHARTING ROOM 8 EO. PANELS 1'-3" CLOSED END P. [AM PANEL. COORDINATE WITH MEDS CART TO BE PURCHASED, "THICK P. ~ ADA SUPPORT PANELS. 4" RESILIENT RASE, RE: FLOOR PLANS ELEVEVATION AT NURSING OFFICE SCALE: 1/2" -- lU0'' ( ELEVEVATION SCALE: 1/2" = 1'-0" GWB SOFFIT, 1YP. P. [AM UPPER CABINETS W/ ADJ. SHELVES, ~fP. "LIITLE INCH" U.C. UGHT RXTURE, TYP. 4' BACK & SIDE SPLASH, TYP. P. [AM COUNTERTOP. ~4" THICK ADA SUPPORT PANEL, 1YP. U.C. BLE CABINET. 4" RESIUENf BASE, rfP, GWB SOFFIT, ]YP, ~ P. [AM UPPER CABINETS W/ ABa. SHELVES, TYP. "LITrLE INCH" U.C. UGHT FIXTURE, 4" RACK & SIDE SPLASH, ~P. P. LAM COUNTERTOP. - FULL EXqENSION KE'fBOARD DRAWER. ~' ADA SUPPORT BLADE, TfP. 4' RESILIENT IYP. 6'-0" } 12'-0" RE: FLOOR PLANS ±3'-0" COORDINATE WITH REFRIGERATOR TO BE AT CHARTING PLAN PURCHASED. 8 EQ. P~ELS 10'-10" RE: FLOOR PLANS ELEVEVATION AT NURSING OFFICE SCALE: 1/2" = 1'-0" CORNER OF WALLS. WINDOWS. RE: FLOOR PLANS FOR ADDITIONAL INFO. 4" RACK & SIDE SPLASH, 17P. P. [AM COUNTERTOP. ~" THICK ADA SUPPORT PANEL, IYP. U.C. FILE CABINE 4" RESIUENT rfP. ANGLED RE: FLOOR PLANS ELEVEVATION AT NURSING OFFICE SCALE: 1/2''= lU0" NOTES: 1, ALL DRAWERS & CABINETS SHALL BE EQUIPPED WITH KEY/LOCKING HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE NOTED. ALL HINGES SHALL BE COCEALED TYPE. 2. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. 3. SEE DRAWING A-701 FOR CABINET AND COUNTERTOP CONSTRUCTION DEATILS. 4. SEE DRAWING AN-02 FOR PLUMBING FIXTURE AND ELECTRICAL SYMBOL LEGEND. 5. SEE DRAWING A-603 FOR TOILET ACCESSORY LEGEND. 6. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW UNLESS OTHERWISE NOTED. 7. FINISH COLORS TO BE SELECTED BY OWNER. g. UNLESS OTHERWISE NOTED SEE ELECTRICAL DRAWINGS FOR HORIZONTAL LOCATION OF POWER RECEPTACLES. UNLESS NOTED OTHERWISE, VERTICAL LOCATIONS OF POWER RECEPTACLES SHALL BE AS FOLLOWS: A. DESK SURFACES: 18" A.F.F. TO CENTERUNE B. COUNTER SURFACES: 46" A.F.F. TO CENTERLINE 9. EACH WORKSTATION TO RECIEVE QUAD OUTLET AND COMBO VOICE/DATA RECEPTACLES (TYPO ~0. ALL FILE CABINETS BY FURNITURE VENDOR. 1 1. HIGH PRESSURE LAMINATE ON PLYWOOD CORE. IYPICAL FOR CABINETS, BLADES AND COUNTERTOPS. MELAMINE DAN BE UTILIZED AT CABINET INTERIORS. TYPICAL FOR ALL MILLWORK. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~FEN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIT[EN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. ~} Copyright 2008 Thomas Campigha Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D.O.H. REVIEW, PARTIAL SET B-28-08 ISSUED FOR BID 8-28-08 ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUES FOR D.O.B. FILING DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTORE, INTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10018 Teh.(212) 245-6300 Fax: (212) 765-851I htt p://www,st e rling nyc,corn CONSULTANT JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDIA, NY 11749 TEL NO (631) 592-2673 FAX (631) 592-2673 CONSULTANT CONSULTANT TRUE NORTR ' D.O.H./C.O.N. NO. 07103B-H PROd. NO. 16209 SCALE AS NOTED DRA~ XX CHECKED TNC DATE 10-08-0B DRA~NG ENLARGED PLANS AND ELEVATIONS -606 SEAL SHEET NUMBER 1'-4~" ~ DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF ~ ~-Z1~ PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE -- MADE WITHOUT THE WRITrEN AUTHORIZATION OF Thomos ~-- ~ ANGLE SEE PLAN Compiglla Architect, PLLC. DBA TCA ARCHITECTURE· THIS DOCUMENT IS INTENDED SOLELY FOR THE f-3" ANGLE SEE PLAN 5'-9~' (4 EQ. PANELS) P. LAM UPPER CONSTRUCTION OF' THE PROJECT NAMED HEREIN AND , * <A RANELS / P. LAM HPPEB t ¢ SNELVES. 'N PP.W/AD,. 9NALL NOT RE OSED BY ANY OTHER PART,ES EOR ANY ' -- - ~' -- ---~ ~ ' ~ ~ C~,N~ w/ADJ. OTHER CONST,DCT,ON W,TBOUT T,E WR,~EN CONSENT OF % m / ', / SCHEDULED VISION ~: ~ " " PANEL ~- = ~ .... ~== = = ~=. ..... .~- = ~ ~ -- FULL D(TENSION CORIAN COU~ERTOP / A-607 [ 3 ~ ~ DOOR TO UVINC "OPEN KNEESPACE / -- // ~ ~ / · - ; HIGH PENCIL COPY/FAX ~ 'o ~ '~ / y - 2" HIGH PENCIL ~ · ./~ DRAWER. / ~ .............. ~ i I ~ / ~ ~ DRAWER. / TEK. ADA S~PPORr i RE: FLOOR PLANS 4. RES. BASE 2'-6~' 3'_7~' 4'-7~' 2'-11~" -- 4. ~ ~, ~ m RE: FLOOR P~S ' ~~ ~ RE: FLOOR P~NS ~COPY ROOM PL~ ~ELEVATION ~_ COPY ROOM ~~~T~N ~CEPT. ROOM ~ ~ELEVATIONsc~: ~/2,, = ~,-o,, ~ ~CEPT. ROOM 9-10-08 ISSUED FOR D.O.H. REneW, PAR~AL 8-28-08 ISSUED FOR BID 12'-~". 8-28-08 ISSUED FOR D.O.H. SUBMISSION ~ ~ ~ " ~ EOGE OF W~L B~OND. NO. DATE REASON FOR ISSUE PROJECT - ~ .... ~-- ~ .... ~--, .... ,--, -- , ~//~ ~ wi ~. ~//////~ ~ .... ~= = ~ .... ~= = ~ .... ~= =~ .... ~: / c~,m w/AD~. ~ ~ 2 SINK. SEE LG-1 AND "AF" -- 4' ~CK ~ SIDE ~ 3 4" ~CK & SIDE < ~ r FULL ~ENSION ~ ~ FU~ ~NSION SP~SH, ~P. ~ ~D-]~ / ~BED, D~WER. ~ ~ ~ ~ P. ~ COU~EETOP. m I ~ I OPEN KNEESPACE ~/ I ~ I OPEN KNEESP~E// [ / ~ OPEN KNEESPACEI ~ I ~EN KNEESPADE ~>< I ~ r ..... ~RCHI~CT m ~ ~ ~A SUPPO~ B~E, / ~ m ~ / m m ~ ~ WOOD VENEER P~EL . ~'-11~' 4'-11~' 2'-~" 2'-0" 5'-0" ~ U.C. Fl~ CABIND. ANGLED 3'-1~' ) ~ -- ~ 4' RES. B~E (~.) SEE Pros 1'-3'~ RI: Fk00R ~S ~[: ~00R P~S RI: Fk00R / UNE pr ~X / T 2 PARKAVENUE, M~NINE N~YORK, NY 10016 ..... ~::= - BUS.SS OFFICE (3) ~ELEVATION ~ BUS.SS OFFICE (3) ~ELEVATION ~ P~TRY ~ - ~ ~C~E: ~/2" = ~'-0" ~ SCar: 1/2" = 1'-0" ....nmi _a u r ........ m m m m ,, * ",', ~ -~ m m ~ STERLING MANAGEMENT, INC. // , II ' ~ · t h~:/~.sterhngnyc cum ~ -- ~ MICRO./ CONV. 6 ~ I SEE Pm. , ~ ~ CONSULTING ENGINEERS ~ I t O~N ~ I r 1 I 6' HIGH BACK ~ m I M ~ ~ 6" HIGH roCK ~ m ~' m, m I I, SIDE SP~SH. ~P. ~ i ~ ~ SERIES DWGS FOR ~DTL ._ ~ ~ -- m ~L m'm SINK, S-2, SEE mm ~ /~ ~ 5 INFO. ~ MICRO./ CO~. 11 OVALDRIVE, SUITE129,1S~NDIA,~ll749 ', ', AF-4 AND LC-~ ~ ,, m, T ~OD VENEER ~ J J J ~/~m ~ ..... ~ RE: ~OOR P~S 12'-1~" 11 ~PANTRY PLAN ~ELEVATION ~ P~TRY ~ELEVATION ~ P~TRY ~ .~o~..o. f - ~ [ 2'-6" ~ SC~E: 1/2" = 1'-0" ~ SC~E: 1/2" = I'-0" ~ SCALE: 1/2" = 1'-0" ~ DRAWN XX 0 F F I C E I I ~U DATE 10-08-0B C~~5S ~CE 3PL~ ~ SC~E: 1/~ = 1'-0" SEAL SHEET NUMBER ! ! ! STAFF II II II 2r.Lo' II ADA SUPPORT BLADE, 1YP. STAFF STATION PLAN SCALE: 1/2"-- 1'-0" J~4 )OILED 6' HIGH BACK & SlUE SPLASH, IYP. ADA SUPPORT BLADE BEYOND, B ..__Dr_o.UTILITY PLAN CLEAN RM 6' HIGH BACK & SIDE SPLASH, 17P. 3'-0" 3'-0' 'F 6 CqRIAD TOPS W P~SSURE P.LAD DNBINETS 7 5'-10" PANTRY REF II HIGH BACK AND SlUE SPLASH, 'IYP. SEE "AF-" DWG'S FOR T'(PE, ICE MACHINE. COFFEE MACHINE. MICROWAVE/CONV. OVEN. n J RE: FI_OOR pLANS ~-p. LAM ADJUSTABLE SHELVES, 1~P. CHART CART PROVIDED DY OWNER STAFF STATION ELEVATION SCALE: 1/2" = IL0" NO APRON / $ - RE: FLOOR PLANS RE APRON. SOAP DISPENSER RE: TOILET ACCESSORY SCHED. DWG. A-604, ~ - P. LAM ADJUSTABLE SHELVES, 1~P. HIGH BACK & SIDE SPLASH, 1YP. LAM COUNTERTOP, 1YP. SINK S-1. SEE DRAWING LG-1 FOR ADDT'L INF0. I" THICK ~" THICK ADA SUPPORT PANEL, 17P. INSULATING ~VC SAFETY SLEEVE SHALL BE PROVIDED AT ALL EXPOSED WARTEUNES. 4 SO _o.UTILITY ELEVATION SEE PI CORIAN w/ I ,.~' BULLNOSE WP. 1 ,~' REVEAL, ~YP. WOOD ADA SUPPORT BLAUES, ~'p. 4' TOEKICK IYP. SEE PLAN 11'-2" RE: FLOOR PLANS - GWB SOFFIT, ~YP. WINDOW - P. LAM UPPER CABINETS W/ ADJ. SHELVES, SINK, SEE "AF" DWG'S & LG-1 DRAWING FOR ADDT'L INFO. 6' HIGH BACK & SIDE SPLASH, ~YP. CLOSED P.LAM END PANEL GWB SOFFff SEE fiEF. CLG, PLANS. CORIAN COUNTEETOPS, W/ 1 ~" BULLNOSE 1 ..~" S.S.P.LAM REVEAL, Titp. WOOD VENEER PANEL. 4" TOEKICK WP. ANGLED, SEE PM ], 2'-~' q RE: FLOOR PLANS 2 fATION ELEVATION z RE: FLOOR SOFFIT, WP. LAM UPPER CABINETS w/ADJ. SHELVES, ]TP. 'EDTLE IHCH" U.C. UGHT BXTURE OYP.) PENCIL DRAWER. SOAP DISPENSER RE: TOILET ACCESSORY SCHED. DWG. A-604, ~ SINK, S-1. SEE DRAWING LG-1 FOR ADDT'L INFO. 6' HIGH BACK & SIDE SPLASH, 17P. P. LAM COUNTERTOP. /--TRACK UGHT. SEE REFLECTED CEIUNG PLAN FOR AUDITIONAL INFO. CORIAN COUNTERTOPS, W/ 1 ~" BULLNOSE P. LAM BASE CABINETS W/ ADJ. SHELVES, ~P. 4' TOEKICK TYP. - 4" RES. BASE GWB SOFFIT, ]TP, BEYOND P. LAM UPPER ' CABINETS W/ ADJ. SHELVES, BEYOND. GWD SOFFIT SEE REF. CLG. PLANS. DOOR TO CHARtiNG/ CONSULTING ROOM BEYOND. "CORIAN" COUNTERTOP W/ I ,.~' BULLNOSE, 17P. 1 )~" S.S.p.LAM REVEAL, ~YP. WOOD VENEER PANEL, '~. 3'-0; ANGLED, SEE 4' TOEKICK, ~ 4" RES. BASE RE: FLOOR PLANS 3 S S_o.TATION ELEVATION P, ~ BASE CABINETS W/ ADJ. SHELVES, 17P. INSULATING PVC SAFETY SLEEVE SHALL BE PROVIDED AT ALL EXPOSED WASTELINES. 4" TOEXICK ~P. 4" RES. BASE (r(P.) 5 C .oU. TILITY ELEVATION T-l" (6 EQUAL PANELS) ~-'-F~' ,J, J ¢ REFRIGERATOR PRODDED BY OWNER MOLDINGS ADA SUPPORT BLABES, 17P. ADA SUPPORT BLADES, ~'P. RE: FLOOR PLANS 6" HIGH BACK & SPLASH, ]'CP. SINK, SEE "AF" DWG'S AND LG-1 FOR ADDT'L INF0. 1 ~" REVEAL ~YP. -- I ~.~p.1 ,~' BULLNOSE WOOD VENEER PANEL 4" TOEKICK ~'P. RE: FLOOR PLANS 4" RES. BASE 6WB SOFFff, LAM UPPER CABINETS W/ AD J. SHELVES, lYF'. LIGHT FIXTURE (I~P.) -- REFRIGERATOR PROVIDED BY OWNER SEE 'AF' DWG'S & ED-1 FOR ADDT'L INFO, 6" HIGH BACK & SIDE SPLASH, IYP. CORIAN COUNTERTOP. P. LAM BASE CABINETS W/ ADJ. SHELVES, 1¥P. 4" TOEKICK TYP. 7'-0" (6 EO. PANELS) RE: FLOOR PLANS 4' RES. BASE NOTE: I. PROVIDE ALL LOCHABLE C~]IN ETS WITHIN DEMENTIA UNIT (~.) PANTRY ELEVATION SCALE: 1/2" = IL0" NOTES: ALL DRAWERS & CABINETS SHALL BE EQUIPPED WITH KEY/LOCKING HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE NOTED. ALL HINGES SHALL BE COCEALED 'TYPE. 2. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. 3. SEE DRAWING A-701 FOR CABINET AND COUNTERTOP CONSTRUCTION DEATILS. 4, SEE DRAWING AN-02 FOR PLUMBING FIXTURE AND ELECTRICAL SYMBOL LEGEND, 5. SEE DRAWING A-605 FOR TOILET ACCESSORY LEGEND. 6. ALL DEVICES SHOWN ON THiS DRAWING SHALL BE CONSIDERED AS NEW UNLESS OTHERWISE NOTED. 7. FINISH COLORS TO BE SELECTED BY OWNER, 8. UNLESS OTHERWISE NOTED SEE ELECTRICAL DRAWINGS FOR HORIZONTAL LOCATION OF POWER RECEPTACLES. UNLESS NOTED OTHERWISE, VERTICAL LOCATIONS OF POWER RECEPTACLES SHALL BE AS FOLLOWS: A. DESK SURFACES: 18" A.F.F. TO CENTERLINE B. COUNTER SURFACES: 46" A.F.F. TO CENTERLINE 9. EACH WORKSTATION TO REClEVE QUAD OUTLET AND COMBO VOICE/DATA RECEPTACLES (TYP.) 10. ALL FILE CABINETS BY FURNITURE VENDOR, 11. HIGH PRESSURE LAMINATE ON PLYWOOD CORE. TYPICAL FOR CABINETS, BLADES AND COUNTERTOPS. MELAMINE CAN BE UTILIZED AT CABINET INTERIORS. ~¢PICAL FOR ALL MILLWORK. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~f OF Thomos Complgfie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRWrEN AUTHORIZATION OF Thomes Cempiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT 19 INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HgREIN AND SHALL NOT S6 USED BY ANY OTHER PARTI6S FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIT[EN CONBENT OF TCA ARCHITECTURE, Thomes Cemplglim Architect, PLLC. (~)Copyright 2008 Thomas Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 9-10-08 ISSUED FOR D.O.H. REVIEW, PAR~IAL SET 8-28-08 ISSUED FOR BiD ISSUED FOR D.O.H. SUBMISSION 8-12-08 ISSUED FOR D.O.B. FILING DATE REASON FOR ISSUE ROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, IN~RIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MF~NINE NEW YORK, NY 10016 TEL, NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 24~-6300 Fax' (212) 766-8511 http://www, sterlingnyc.com CONSULTANT JAMES, LASALA CQNSULTING ENGINEERS 11 OVAL DRIVE, SUITE t 29, ISLANDIA, NY 11749 TEL NO. (631) 592-2673 FAX {631) 592-2673 CONSULTANT CONSULTANT TRUE NORTH D.O.H./C.O.N. NO. 071038-H PRO& NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 10-08-08 DRAWING ENLARGED PLANS AND ELEVATIONS SEAL A-608 SHEET NUMBER DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPER~'~ OF Thomos Complgllo Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomos Complglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS iNTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI3TEN CONSENT OF TCA ARCHITECTURE, Thomos Campiglia, Architect, PLLC, ~)Copyright 2008 Thomos Compiglie Architect, PLLC. DBA. TCA ARCHITECTURE ..~ SURROUND (PAINT FIN.) NEW WINDOW AT EXlST./NEW x _ ~ ~ PROJECT ,,, RENOVATIONS TO: TYPICAL WINDOW INTERIOR ELEVATION (with no chair rail) SCALE: 1/2" = 1'-0" 61700 ROUTE 48, GREENPORT, NY 11944 TCA THOMAS CAMPIGLIA, ARCHITECT, PLLC ..... oc.,o. S" !R .lNG __ ~ ~TYP, 1/2" SOLED SURFACE SILL : 1 ~~ STERLING MANAGEMENT, INC, / 37P. CHIAR BAIL AS SCHEDULED 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 / ~(I?AINT. FIN.) Tel: (212) 245~300 ' Fax' (212) 765-8511 ~x-~'~ nAD / JAMES, LASALA "' B'-O" CONSULTING ENGINEERS TYPICAL WINDOW INTERIOR ELEVATION (with choir rail) CONSULTANT SCALE: 1/2" = 1'-0" NOTES: V.LP. S'-O" I~ FIN, CEILING 1. ALL DRAWERS & CABINETS SHALL BE EQUIPPED WITH KEY/LOCKING ~ I ..-, FIN. CEILING HARDWARE UNLESS OTHERWISE NOTED. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE 26" FLAT 26" FLAT NOTED, ALL HINGES SHALL BE COCEALED TYPE, LCD lV LCD 3v D,O,H,/C.O.N. MO. 071058-H 2. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. ~ SCHEDULE LAMINATE OR WOOD VENEER BY ~ SCHEDULE~ PROJ, NO, 16209 OTHERS~ '/? SCALE AS NOTED 5. SEE DRAWING A-701 FOR CABINET AND COUNTERTOP CONSTRUCTION / I I DEATILS. · '"/,', ;, '. CHECKED 4. SEE DRAWING AN-02 FOR PLUMBING FIXTURE AND ELECTRICAL SYMBOL ,x C/C~LOi ' 'TYPICAL BEDROOM / N, DATE 10-08-06 LEGEND, / ~ ~) PROVIDE LOCKABLE DRAWER TRU 5. SEE DRAWING A--605 FOR TOILET ACCESSORY LEGEND. : ~F ~ --~- ~ (TOPICAL) DRAWING 6. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW ,~ // X. CLOSGT/AMOIRE W/PLASTIC I , EA.,BATE OR WOOD ~.EER SY / //~ ELEVATIONS & TYP UNLESS OTHERWISE NOTED. .e ~ I ~ / OTHERS ' SET ~ 0 ~. / CLOTHES ROD NOT ARMO,~/~ /I ED..... EU/~ / ~BASEO._o. AS SCHEDULED INTERIOR WINDOWS El'EV 7. FINISH COLORS TO BE SELECTED BY OWNER. ~ ~ \ / TO EXCEED 48' A.F.F. / \ / B. UNLESS OTHERWISE NOTED SEE ELECTRICAL DRAWINGS FOR HORIZONTAL ~ X / ~ __ DRAWERS WITH ADA LOCATION OF POWER RECEPTACLES. UNLESS NOTED OTHERWISE, N' / ~3 ¢ ~' (TYPICAL) #8/A-801 VERTICAL LOCATIONS OF POWER RECEPTACLES SHALL BE AS FOLLOWS: \' ~ , ~ ~ ~ I / ~---- A. DESK SURFACES: 18" A.F.F. TO CENTERLINE = DRAWERS WITH ADA / B, COUNTER SURFACES: 46" A.F.F. TO CENTERLINE ~ I / o.-o., ®J I FIN. FLOOR (~ /~C~'~-~/%5,. ~1 0.~,~% 9. EACH WORKSTATION TO RECIEVE QUAD OUTLET AND COMBO VOICE/DATA FIN. FLOOR ~ / RECEPTACLES (TYP.) ; 3'-0" [ I 4,'-0" I ,'~0" [ 8'-0" I ,'-0"~ ,'-1"~ ' ¢~"/~-,,, ,~"s-"-'~ 10. ALL FILE CABINETS BY FURNITURE VENDOR. I I~rlI]~P r*, ~,- 11. HIGH PRESSURE LAMINATE ON PLYWOOD CORE. TYPICAL FOR CABINETS, (~TYPICAL X~ ' INTERIORs.BLADES ANDTYPicALCOUNTERTOPS.FoR ALL MELAMINEMiLLWORK.CAN BE UTILIZED AT CABINET FThTYPICAL BEDROOM ELEVATION BEDROOM ELEVATION k._./FOR REFERENCE PURPOSES SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'_0" .,, ? \ / / N. CLO$GT/AMOIRE W/PLASTIC c \ / &'-O" WIDE x 1'-6" DEEP  ~ DRESSER/NIGHTSTAND W/pLASTIC LAMINATE OR WOOD VENEER BY OTHERS I I C~LO PROVIDE LOCKABLE DRAWER FOR PERSONAL BELONGINGS (?ePICAL) - SET/ /B ARMO']/~ / .' / ED ED (TYPICAL) I I I ~ PLABTIC LAM. ON ~--~ PLABTIC LAM. ON ~" PLYWOOD, INTEGRAL DPJ~WINOS & SPECIFICATIONS AS INSTRUMENTS OF GENERN_ NO]ES: ~" PLYWOOD, INTEGRAL/ BABE,~P.BASE, ~P. PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE 1. AIl RASEWORK DIMENSIONS TO BE FIELD COORDINATER FOR Fit.~~ ~-/ , .. / HASE. ]'(P. ~ ~~i" PROPERq~' OF Thomas Complglla Architect, PLLC. DBA 2. HEIGNTS OF ALL CASEWORK AS INDICATED ELEVATIONS TO GOVERN THOSE OF TYE. DErNLs. ~ SHELF STANDARD. (EV ~85 ~ 2'-0" U.N.O. ~YP TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE 3. REFER TO ELEVATIONS FOR LOCATIONS OF ~YPICAL CASEWORK DETAILS. DOUBLE SLOT OR LQ.) 3YP. MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thames Camplgiia A~chltect, PLLC. DBA TCA ARCHITECTURE. 4. 6' WIDE 18~A. CONTINUOUS S]EEL PLATE SECURED TO FACE OF STUDS Wl~H 2 PANCAKE HEAD DRYWALL PLAS. LAM, SHELVES~~~'~- ' THIS DOCUMENT IS INTENDED SOLELY FOR THE SCREWS. EX]ENT OF PLATE, MIN. OF ONE STUD PA~ END OF CADINET. LOCATION OF HACKING PLATE AS /_ ~ PLASTIC [AM. ON ~' CONSTRUCTION OF THE PROJECT NAMED HEREIN AND REQUIRED BY CASEWORK MANUFACTURER. PLYWOOD. (~'(P.) =~' SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY 5. ALL EXPOSED CASEWORK SURFACES & EDGES TO RECEIVE PLASTIC LANINATE FINISH (U.N.O.). --=~ ~ ~,~ NO]][: - ' ' ~- OTHER CONSTRUCTION WITHOUT THE WRI3TEN CONSENT OF &ALL DBAWERS& CABINEIS SHALL BE EQUIPPED WITH TANPER RESISTAN~ KE~/LOCKING RARDWARE UNAERS OTHERWISE Jaz 1. SEE ELEVATION FOR ' iT ~~._.'~ TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. NOTED ........ ~ ~ NUMBER OF SHELVES. ~- ~~,r ~)Copyright 2008 Thomas Campiglia Architect, PLLC. ALL WINGS SHALL BE CONCEALED. USE BRUSHED STAINLESS WIRE PULLS UNLESS OTHERWISE NO]ED. J "~- DBA. TCA ARCHITECTURE > ~u 2. SEE PLANS FOR WIDTH ~ 7. FINISH ALL CABINET ENDS THAT DO NOT ABUT WALLS. ~: OF SHELVES. J % 8. ALL CABINETS AND COUNTER TOPS SHALL HAVE A HIGH PRESSURE LAMINATE FINISH UNLESS OTHERWISE NOTED ..... "~ ~' r .~: ~ , DRAWER UNIT ~ ' g. SEE DRAWING LG-1 FOR PLUMBING FIXTURE AND ELECIRICAL SYMBOL LEGEND. ~ ~ / 10. ALL DEVICES SHOWN ON THIS DRAWING SHALL BE CONSIDERED AS NEW UNLESS OTHERWISE NOTED. ~ SHELF BRACKET. I~ 'u> ~ i 11, SEE INTERIOR DESIGN DRAWINGS FOR FINISHES. SEE PLAN ~ ~ - pLASTIC LAMINATE 12. ALL PANTRIES COUNTERTOPS & CABINETS SHALL BE FABRICATED FROM PLYWOOD, NOT PARTICLE BOARD. ' (KV #185 OR EQi) DHAWER UNITS ~ [ l=~ ,~, ';- ON ~" PLYWOOD PEASTIC LAMINA]E ~ 12" U,O.N, ' --~ ADJUSTABLE SHELL ~' -- PLASTIC LAMINATE 18" DEEP 0 WALK-iB-CLOSD~. '""- o~ ~ . IF REQUIRED. (SEE ON ~" PLYWOOD, ~ ELEVATIONS) -- ~ (TYP.) -- RESILIENT BASE ~- RESILIENT BASE. (1YP.) (~P.) DETAIL SECTION SECTION SCALE: 1''= 1'-0" ~ SCALE: 1" = 1'-0" ~ SCALE: l" = 1'-0" BACKSPLASH WITH RETURN AGAINST SIDE WALLS OR ADJACENT CABINETS. ~ ~JACENT CAB,,ETsA~NST S,DE WALLS OR -~// ~ A~ACENT RAB,,ETS. (~.) . _~~ ~'-~ ~----o,COUNTER~' PLYWOoD.P~T'C ~. . ~/- 8-~8-o8 ,SSUED ~OR ~,D ~ Oyp._U.N.O.) GOOSENECK FIXTURE AS 8-28-08 ISSUED FOR D.O.H. SUBMISSION .~ ; ~-- ~ REQ'D RE: SPEC. 8-12-08 ISSUED FOR D.O.B. FILING PLASTIC LAN. r ~ ~ PROJECT SPEC. ~ DRAWER FRONT, ~-- ST^INLESS STEEL SINK 0 ~' ~ ~ " -- OPERABLE DOOR ~ ~ cc PEASTIC LA~, ON '.~ ~ ~ ~4' PLYWOOD. APRON (~'P). ,.o, ADJUSTABLE SHELF 1'-0" ! ~ IF REQUIRED. (SEE · ~ ELEVATION) ~ ~" ~-- RESILIENT HASE. (~fP.) ~ -- RESILIENT HASE ~ ~ ~ ~-~ ~- 61700 ROUTE 48, GREENPORT, NY 11944 _[__ ICA @ S CT OU SCALE: 1" = 1'-0" ~ SCALE: i" = 1'-0" ~ SCALE: 1" = 1'-0" ~ SCALE: 1" = 1'-0" HOMAS CAMPIGLIA, ARCHITECT, PLLC 2'-0'(T'm.) U.N.0. ' ~ ~ ( Y - ..... q I ....... [~ },. / ...... ~ · STERLING MA~AGEME~I, INC. 'Q~5/ I ~ I ,- 1-~' S.S.P. LAM R[VLq_ (WP.) ,~ ~ Tol: (2~2)24B-Ba0D Pax: (2~2)TDS-85~t GROMMETS AB , ~ , , WOOD VENEER FINISH ~ T<~.?~._~_' '"' '"'"" · ' . -. . ' ' ~ http://www.sterlingnyc.c0m REO'D <,>LA RSOE 'PLYWOOD ///I - j/ CONSULTANT ; ! '~ · JAMES, LASALA '~ l"x2' WOOD MAILER ~ ~ CONSULTING ENGINEERS ,I (I) LAYER OF ~4' PLYWOOD [ '1 ,~ CONT' WOOD BASE (1YP') ~ ~ ' ; P. LAM. DOOR (~rP.) ~ FILE CABINET W/END / P. L,fl, t FINISH ALL SURFACES & ENDS 0'(P.) CONSULTANT ©s cr o SCALE: 1" = 1'-0' ~ SCALE: 1"= 1'-0" ~ SCALE: 1"= 1'-0" ~ SCALE:1' =1'-0" / \ 3/~' PLYWOOD C0D~RTOP (~P.) W/1-1/2' / F~RIC~]ED Pm~IC m. ON / ~----- mS. CE~UN0 AS SC.EDD,ER. 1'-6' 1'-0' ~ COUNTER-TOP// ~' PLYWOOD, INTEGRAL~_ 2'-6" (~'P) AT WORKSTATION / ~EDGIND W/¥4' HADIUS. 0YP.)/ , H~DWOOD QUARTER ROUND ,r '~ ~ 1-~' P. LAM. REVEAL WITH S.S. FINq ~ / HASH, ~P. ~ ~ ~ ~ ' ' ~'-B' (U.N.O.) PLASTIC LAM. ON ~ -- ~' THICK GWR RABClA 2'-O"(~P.) U.N.O. SOUD POLYMER / PLYWOOD-ALL ~ '/ RE: ELEVATIONS ' , ~ ~ REQUIRED RE: DETAIL THIS SHEET. RABR,C^~ EDGES WOOD VE.EER , ~ <~ ~ ~ / ~ ~' COUNTER-TOP , ~ FINISH (U.N.O.) ~, ~ / SIM - NO P.LAM = ~' ;~ ~ .... , ~ D.O.H./C.O.N. NO. 07103B-H ~ J' ~ )_~ L' ~__ REV~l P~,C ~,HATE GROMMETS AS ~ ' ~ (2) LAYERS OF ~" PLYWOOD ~ ~ ~ OB ~" PLYWOOD. ~-~ '',, , f'"~,,,,' '"'/'- REQ'D I \ o WOOD RANGERS SEE ~ ,,,/~ ~ ,'!' CHECKED THC ~ ~ BRACING AS ~ NOTE ~4. ~ roUE DATE 10-08-08 ~ 3-)~' CAVRY FOR CONDUES REQUIRED. c~ ~ ~ - o DRAWING ~= i z 'LNTEL INCH' >~ ~ - ~ ~ UNDER-COUN]ER , 1) LAYER OF ~ PLYWOOD ~ __ p. LAM END PANEL ~ ~ FLUORESCENT LIGHT ~ ~ !~ ..~ FILE CADINET W/END RE: ELD/ WHERE ~ suPPORT AS REQ'D. REQ'D PLYWOOD, SW OH. BEE WOO MILLWORK DETAILS : ~ CONT. WOOD BASE (I~P.) P' LAM ALL SURFACES) LOCATIONS -- .1 ~- S.S. WIRE PULLS. (mlCAL) ; ~- P. LAM FASCIA PANEL P. LAM ~ ~ FIN. ON ~4" PLYWOOD. (~YP.) ~ ~ SURFACES & ENDS, ~ '-,~, ~ ~ r-~ ~ 1'-3' ! ~ / ~ 3/4' THICK PLYWOOD PLAS. '~' LAM. DOOR. (~'P.) PLAS U.N.O. ~ LAM. FINISH ALL ,, SECtiON ST^ ION SEC ION SEC? ON ~ SCALE,.' ]"= 1'-0" ~ SCALE,: ]" = ]'-0" ~ $C~[,E: ]" = 1'-0" ~ SCALE,: 1'= l'-O" SEAL II SH~T NUMeER I  -- PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE __~'~__ ~_ CEILING~ ProPERTY OF Thornos Comp[glio Architect, PLLC. DBA I STEEL UNTEL SCHEDULE LOOSE UNTEL ( UNLESS OTHERWISE NOTED) ";t: ~J%' ' WPrTiER COOLER. ' NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE OPENINGMAXIMUM LINTEL SIZE %>.;!f..(i.'~.~"- ;-<~ /--NEW WALL~ ~' 3 MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos -._ 3o'ers' :1 [,~PPLICABLE. SEE i · ,'~' I1~FLOOR PLANS. ',, COOLER. I PROJECT RENOVATIONS TO: / 61700 ROUTE 48, GREENPORT, NY 11944 II THOMAS CAMPIGLIA, ARCHITECT, PLLC II STERLING MANAGEMENT, IN . I! JAMES, LASALA CONSULTING ENGINEERS 11 OVAL DRIVE, SUITE 129, ISLANDLA, NY 11749 Ii TEL NO. (631) 592-2673 FAX (631) 592-2673 UlSC l ]~----~--~ I SHEET NUMBER 5'-0" (2) L4x4x'~"/ / ....~.~CONT. STEEL ELEC. WATER 9'-0" WBxlO WITH 8" WIDE x 1" THICK PLATE I COOLER. PLATE WELDED TO BEAM W-BEAM I /~V~' -- STEEL LINTEL ---- 12'-6" WBxl5 WITH 8" WIDE x 1" THICK ELD T~P. II II PLATE WELDED TO BEAM TYP W BEAM LINTEL AND I I I I -- -- SEE DETAIL 3/A-8 11 --- PLATE SECTION II WHERE TELEPHONE IS 8" ]1 ADJACENT. Il -'r. z ,' Steel loose LINtel SCHEDULE --~.; ,.~,;~ ~nEW Wall A-A Ii BARRier free CLEAR Ii ELEVATIBn 'B' LOOSE ANGLE LINTEL ( UNLESS OTHERWISE NOTED, i':! , .'~ ~_(2)Steel ' ~ , '~ MAXIMUM . SIZE OF ANGLE : --ANGLES OPENING # SEE NOTE BELOW·-I/ __ 4'-0" 3 1/2"x5 1/2"xl/4" TYP STEEL ANGLE LINTEL i x-FIN. CEILING. .,~7~/EXISTIN G WAll~__ ~/~ BARRIER FREE ELECTRIC WATER FOR ARRANGEMENT AND LOCATIONS OF LOOSE ANGLE STEEL LINTEL ~IIN. COOLER SEE LINTELS SUPPORTING WALL OVER CONVECTORS, I --PLUMBING DWG. UNIVENTS. DOORS, WINDOWS, FIRE EXTINGUISHERS, DRINKING FOUNTAINS, ETC..., SEE ARCHITECTURAL , PLAN DRAWINGS. FOR ALL SUCH OPENINGS USE ONE ANGLE i AS SHOWN ABOVE FOR EACH 4" WALL THICKNESS,8,'~ ~-6" MIN WITH LONG LEG VERTICAL AND EXTEND AT LEAST PAST WALL OPENINGS. FOR WALL OPENINGS GREATER I ('~-~xBx~' STEEL ' ' PLATE - CORRIDOR TEXAN 10'-0" THE CONTRACTOR IS TO PROVIDE A : I ~'~ STRUCTURAL BEAM OF SUFFICIENT SIZE AND WEIGHT : '~GROUT SOLID TO SAFELY SUPPORT ALL LOADS. LINTELS OVER 4'-0" TO BE FIREPROOFED TYP STEEL LINTEL TO EXISTING WALL SECT1ON A-A EONNEETION DETAIL ~ .4 MISC. LINTEL SCHEDULE Fk%CRASH RAIL DETAIL/CHAIR RAIL (SIM, AWATERCOOLERDETAIL ~ SCALE: N.T.S. ~ SCALE: 1'-0" = 1'-0" ' ~k..~.J SCALE: 1/4" - 1'-0" :~ 1--1/2" MN.) ,-  WALL EDGE PHONE [ I CEILINC. II SEE DETAIL 4/A-8 II 2x6 SOLID WOOD II WHERE DRINKING .1'--3" . ~ HANDRAIL (STAINED / , ] FOUNTAIN IS ADJACENT. WALL MOUNTED I- / AND 3 COATS OF II PHONE. 42 (MIN.) / URETHANE) MOUNTED "~ I[ [ i j;~AX. ~// " BARRIER FREE CLEAR ! @ 2'-10" A,F.F. TO x_ ],[ COIN! ~ ~ / TOP OF HANDRAIL. /I FLOOR SPACE. MOUNTING / ,o ! ] I ABUSING SURFACE AS . ; SPACE u~ BRA @3 o ;i o~ ,~I ~O'x~" ]I~APPLICABLE- SEE LDOOR FRAME ....''/:': / '::' ¥: ?~"' "7 --TELEPHONE. ELEVATIDN 'A' / / PLaN ~IL PLAN ~ '7 TYPICAL HAND~ DETAIL ~TELEPHONEPLAN& DETAIL ~ SCALE: 1'-0" = iLO. ~ SCALE: 1/4"- 1'-0" SEE PARTITION TYPES FOR METAL. STUD GAUGE AT 16" C.C. TYPICAL. LIGHT/POWER ~+[ SEE PLAN FOR SIZE. ~ G.C. TO COORDINATE , ~ FULL HT. ACROVYN PAN HEAD SCREW.---- ../-'-~I GROMMET LOCAT..~..~ [ __ ///--HIGHTyPEEXTRUSIoNIMPAOT VINYL ACRYLICsM_2OM(OR EQUAL) *' / '~-~ 27" TO 30" 34" TO 36" -- ~ ~/-- , I i ,, . /8 THICK GYPSUM BOARD· WORKSURFACE cq COUNTER HEIGHT. 3": DATA TELEPHONE CONVENIIONAL (V'.~:)3~TM \'~.'.,-X'% / x- ~ , POWER OUTLET. 'Z T O,L, AC CESSOR;SCHEDULE. / ua DRYWALL SCREW ~~'~"'N%'% GRAB BARS ARE REQUIRED PER ANSI. NOTE: COUi~R i~IGHT KECEPTACLES SFI~L BE MOUNTED 46" A.F.F. ~=~. GROUND PLATE DETAIL FOR GRAB BAR DEVICE MOUNTINGHEIGHTDETAIL ATYPICAL CORNERGUAP,/) CG-2 55'h TV FOR TV MOUNTING BRACKET (TYP.) SCALE: 3/4" = 1'-0" ~ SCALE: IL0'' - 1'-0" ~ SCALE: 1/4" = 1'-0" ~-LAYER s/s" VARIES GYP. BO AT 1 HR. ~v ,r ,, l_ ~11 I j_ : 7 . ,VARIES: ~ /TyPE SM-20(OR EQUAL) ~-;' -- -- · NOTE #1. ] / CONT. MASTIC CORNER .o_~5 `8"CAB. '.11 i ,UAPD COVER W?~?4" RADIUS,¥, z~ ' SCHEDULE. ',," CORR,=: OPEN. , -I il "~ WALL. ,' - . SELF-TAPPING o II o~ ' ~ ;,'~ " - % DOOR JAMBS / DOOR JAMBS -% 'm iI il - ; _ , , ~. FULL HEIGHT / /r I ' · CONTINUOUS ALUU./ / I I ,'~I ~ ~4__,~_~ .... - , ...... L-~ ~ , , ill ,_ ~-7 ~ HANDRAil WP., ~ '-'*~'-'-- ~ - ~'"-"" " ~ SEE DETAIL -: 5- :<'S '-I' ':¥:>": ':: z ~ COVER. [ I! o_ ~¢:_ -.·~·~_._~ #7 [ ¢ I¢¢ : : ' ~'.-:, > L) ,© 0 / i:- 4'::-~~ 2 1/2" METAL ~FULL :-~"--~ ~' ~' -" ~: ~ 24" II, ..... · .--~.. SEE DETAILS #6 & :c. ~- .-<:- _ -.----- ~ ~ '~ Ill iii -- I1! iii ? PLAN I! iiI ' 4" VINYL BASE V.O.N. FINISH FLOOR ~f' ~i, NOTES: ],.,roTE: SECTION B-B ~. SEE ~ER~OR BES~ON DRAWINGS EOR MANUEAOTURER/MODEL ~S D~G. ~ APPROVED CABIN~ PRIOR TO CONSTRUCTING P~TITIO N RECESS. 2-LAYER 5/8- II GYP. BD AT 2 HR.~ IIII X STUDS 24" C.C. I~ ;ii o Ill FINISH FLOOR ~i ~ TYPICAL CORRIDORELEVATIONS qTYPICAL CORNER GUARD (CG-1)5i-hFIRE EXTINGUISHER CABINET DETAIL SCALE: 1/2"= iL0,, ~ SCALE: 1'-0" _ 1,_0. ~ SCALE: 3/4" = 1,_0,, ~, I] EXISTING BO~LERS --EXISTING HOT WATER HEATERS DEMOLITION NOTES: THE CONTRACTOR IS TO REMOVE ALL HEATING HOT WATER SUPPLY AND RETURN PIPING LOCATED IN CRAWL SPACE. ALL PIPING IN AREA IS TO BE REMOVED. 2, THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT, THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST STARTED AND COMPLETED IN ITS ENTIRETY WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. 5. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY ISOLATION VALVES NECESSARY FOR A PHASED SEQUENCE ON CONSTRUCTION. 4. ALL OVERTIME WORK REQUIRED IS TO BE PART OF THE BID. IlE ~DOMESTIC HOT WATER HEAT EXCHANGERS. INSTALLED UNDER SEPARATE CONTRACT EXISTING HOT WATER ~ PUMPS DNTRACTOR IS ZLD CONNECT ~IWR PIPING IN ' ' I I GROUND FLOOR MECHANICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" DRAWINGS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERS'¢ OF Thomas Campi91io Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR iN PART, SHALL BE MADE WITHOUT THE WRRTEN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Camplglia, Architect, PLLC. ~)Copyright 2008 Thomas Campiglle Architect, PLLC. DBA. TCA ARCHITECTURE ISSUED TO BID ISSUED TO BLDG. DEP~ DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: snsImeon_[ogo2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY10016 Tel: (212) 245-6300 F~x: (212) 765-8511 htt p:/N~ww sterlmgnyc,com CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252,1566 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRA~NG GROUND FLOOR IvIECHANICAL DEMOLITION PLAN 1 KEY PLAN SEAL SHEET NUMBER 65 CU CONDENSING UNIT TO BE / REMOVED (TYP. OF ALL). CU o II III II II Ill II .... ~ ~ II II II II II | ...................... II ..................... ~lll I INDOOR WALL HUNG SPLIT SYSTEM TO BE REMOVED (TYP, OF ALL). AC AC % 5 EXISTING DUC~K)RK TO BE REMOVED TO ROOF. DBC-:P~/DRK IN CELLAR TO REMAIN AN'~ BE ~ OFFSET TO NEW FAN LO~ATION CU EX. SNACK BAR FI EXISgNG FOOD EXSITNING SOILED UNEN EXISTING FOOD STORAGE WAIA-IN FREEZER BOX FEE EXISTING STAFF _D!NiN¢ EX. EX~ ~ALK-IN WALK-IN FREEZER EX~ EXISllNG CLOSET DIETICIANS OFFICE EXISTING DRY GOODS STORAGE CHEMICAL ROOM EXISTING DRY GOOD EXISTING KITCHEN -q r :---~ II ~ ( AC AC IIo Iii 9Iii o I~1 I~1 FIRST FLOOR MECHANICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" [] [] [] DEMOLITION NOTES: 1. THE CONTRACTOR IS TO REMOVE ALL HW FIN TUBE RADIATION LOCATED ON THE FIRST FLOOR. 2. THE CONTRACTOR IS TO PROVIDE ALL NECESSARY ISOLATION VALVES NECESSARY FOR A PHASED SEQUENCE ON CONSTRUCTION. 3. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST STARTED AND COMPLETED IN ITS ENTIRETY WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING, 4. ALL OVERTIME WORK REQUIRED IS TO BE PART OF THE BID. 5. THE CONTRACTOR IS REMOVE FOUR (4) MULTICIRCUIT CONDENSERS AND DUCTLESS WALL HUNG SPLIT SYSTEMS ON THE FIRST FLOOR. ALL REFRIGERANT IS TO BE CAPTURED FOR PROPER REMOVAL PRIOR TO DEMOLITION, 6. THE CONTRACTOR IS REMOVE TWO (2) SPLIT SYSTEMS IN THE A~IC AND THE FIRST FLOOR. ALL REFRIGERANT IS TO BE CAPTURED FOR PROPER REMOVAL PRIOR TO DEMOLITION. CU TO REMOVE EXISTING BASEBOARD UNITS (TYP. OF ALL) [] [] B _JLZLJLJL~ ~ ............ ¥ Tqm II % AC = :4~5 -% ==115 FE( CONTRACTOR TO REMOVE CONDENSING UNITS (TYP. OF ALL) <. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPER~Y OF Thomas Camplglia Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Campiglla Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF ~E PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~FEN CONSENT OF TCA ARCHITECTURE, Thomas Camplgllch Architect, PLLC. {~)Copyright 2008 Thomas Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_logo2,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765~8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel' (212) 245-6300 Fax: (212) 765-8511 hit p://www.sterlingnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 681.592.2660 FACSIMILE: 651.252.1556 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR MECHANICAL DEMOLITION PLAN SEAL DH 2 SHEET NUMBER 66 HANDLER UNIT TO BE REMOVED WITH ALL ASSOCIATED DUCTWORK, (TYPICAL) kXH~[UST II II II II II II II II I dl BASEMENT EXHAUST I I II II KITCHEN EXHAUST TO II II II II I I I I ROOF MECHANICAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" DEMOLITION NOTES: 1. THE CONTRACTOR IS TO PROVIDE A CONSTRUCTION SEQUENCE PLAN FOR THE REMOVAL OF THE EXISTING EXHAUST FANS IN CONJUNCTION WITH THE INSTALLATION OF' NEW FANS. THIS PLAN MUST BE APPROVED BY THE OWNER, ARCHITECT AND ENGINEER PRIOR TO APPROVAL. 2. ALL OVERTIME WORK REQUIRED IS TO BE PART OF THE BID. 3. THE CONTACTOR IS REMOVE AIR HANDELERS IN ATFIC AND OUTDOOR CONDENSERS. ALL REFRIGERANT IS TO BE CAPTURED FOR PROPER REMOVAL PRIOR TO DEMOLITION. 4. THE CONTRACTOR IS TO PATCH CLOSED ALL ROOF OPENINGS CREATED FROM DEMOED EQUIPMENT. II II KEY DRAWINGS &SPECIF]CATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF Thomos Compigllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Complglio Architect, PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI"C~'EN CONSENT OF TCA ARCHITECTURE, Thomas Campi91io, Architect. PLLC. (~)Copyright 2008 Thomoa Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 1 8/12/08 ISSUED TO BLDG. DEPT. NO, DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: I Snglmeon_togo2,jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEVV YORK, NY 10016 TEL, NO (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: ,} iR .lNG STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE~ NEW YORK, NY 10016 Tel: I212) 245-6300. Fax: (212) 765-6511 h[tp//vcww,sterhngnyc,com CONSULTANT MEP ENGINEERS LASALA & t 1 OVAL DRIVE SUITE 129 ASSOCIATES, ISLANDIA, NY 11749 LLP TELEPHONE: 631.592.2660 FACSIMILE: 631,252,1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT  CLIENT PRO& NO. PRO& NO~ 16209 ::? SCALE AS NOTED - ,,, DRAWN XX - , CHECKED TNC DATE 06-11-08 DRAWING ROOF MECHICAL DEMOLITION PLAN SEAL SHEET NUMBER 67 GENERAL NOTES: 1, DRAWING SPECIFICATIONS ARE PART OF THIS CONTRACT. 2. ALL WORK SHOWN ON THESE PLANS SHALL BE PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY CALLED OUT OTHERWISE. 5. ALL WORK SHOWN ON THESE PLANS SHALL BE NEW. 4. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL DUCTWORK, PIPING AND EQUIPMENT AND INDICATE THE REQUIRED SIZE AND POINTS OF TERMINATION OF THE DUCTWORK AND PIPINg AND SUGGEST PROPER ROUTING OF SAME. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TD SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 5. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATING, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES OF MAGNITUDE WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. 6. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHEN NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN CRATED SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AREAS AVAILABLE. ASCERTAIN FROM BUILDING OWNER AT WHAT TIMES OF DAY EQUIPMENT COULD BE MOVED THROUGH THE BUILDING. 7. COORDINATE THE EXACT SiZE AND LOCATION OF THE NEW OPENINGS WITH STRUCTURE. PATCH AND INSULATE AS REQUIRED. THE CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS OF NEW PIPING, CONDUIT, DUCTWORK, ETC. THROUGH EXISTING FIRE/ SMOKE BARRIERS. FIRE/SMOKE STOPPING SHALL BE 3M FIRE BARRIER CP 25 N/S CAULK UNLESS OTHERWISE NOTED. B. IT IS THE INTENT OF THIS CONTRACT TO KEEP SYSTEMS LEFT IN GOOD WORKING ORDER, READY FOR OPERATION, INCLUDINg NECESSARY LABOR AND MATERIALS. 9. THE CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BUILDING SYSTEMS, WIRING, GAS PIPING OR CONTROL WIRINg. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT THE CONTRACTOR'S COST, WITHIN COST, WITHIN THIS CONTRACT PERIOD FOR SUBSTANTIAL COMPLETION. 10. THE CONTRACTOR SHALL REPAIR AND RESTORE TO ORIGINAL CONDITION ANY EQUIPMENT OR MATERIALS DAMAGED IN THE PROCESS OF INSTALLATION, AND DEMOLITION TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 11, THE CONTRACTOR SHALL MAKE REPAIRS USING THE SAME MATERIALS, AT THE CONTRACTOR'S COST. 12. THE CONTRACTOR SHALL INCUR ALL COSTS AND BURDENS ASSOCIATED WITH LOST OR STOLEN EQUIPMENT AND MATERIALS. 13. DAILY, DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND EXCESS MATERIAL ACCUMULATED AS A RESULT OF HIS OPERATIONS. ALL AREAS AND EQUIPMENT AFFECTED UNDER THIS CONTRACT SHALL BE CLEAN OF DUST AND DEBRIS BEFORE FINAL ACCEPTANCE BY THE OWNER. 14. PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND SITE. 15. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES, 16. OBTAIN ALL PERMITS, PAY ALL FEES, CONNECTION CHARGES, ETC. 17. PAINT AND TOUCHUP ALL SURFACES MARRED BY PERFORMANCE OF THE WORK. LEGEND DUCTWORK DUCTWORK (SINGLE LINE) ~ HOT WATER CIRCULATOR PUMP ACOUSTICAL LINING (~') HOT WATER CIRCULATOR PUMP RECTANGULAR SUPPLY DUCT DOWN RECTANGULAR SUPPLY DUCT UP (~J)~]J ~ TWO POSITION CONTROL VALVE RECTANGULAR RETURN DUCT DOWN ~, J I ~, UNION RECTANGULAR RETURN DUCT UP 4-WAY SUPPLY DIFFUSER `3-WAY SUPPLY DIFFUSER ~-~ FILTER STRAINER WITH BLOW DOWN 2-WAY SUPPLY DIFFUSER BALL VALVE/DRAIN VALVE ~j CEILING RETURN GRILLE ~, ~ ~ SWING CHECK VALVE ~ LINEAR BAR GRILLE LINEAR LOUVER DIFFUSER BUTTERFLY VALVE "~1 ~ SIDEWALL SUPPLY GRILLE ; 5-WAY CONTROL VALVE T~ AIR TRANSFER DUCT/GRILLE ASSEMBLY~.~o RELIEF VALVE r~ DUCT MOUNTED ACCESS DOOR AD ;-- ~[~J ~ MOTORIZED VALVE -"~ THERMOSTAT ~) CARBON MONOXIDE ~'~ SWITCH I VOLUME DAMPER FIRE DAMPER/ACCESS DOOR ~ GAS DETECTOR FD/AD FIRE SMOKE DAMPER/ACCESS DOOR FSD/AD DETECTOR MOTORIZED DAMPER J~::: PLAN ELBOW I ~ PIPE DOWN [0 PIPE UP 171 % PLAN TEE IOJ ~ TEE UP J ~J~ TEE DOWN ~ CAPPED PIPE ~ STRAINER ; GLOBE VALVE ID41 GATE VALVE ~ THERMOMETER (~ PRESSURE GAUGE '1 DOOR UNDERCUT INSULATED FLEXIBLE DUCT MANUAL VOLUME DAMPER CONNECT TO EXISTING WORK ABBREVIATIONS CU AC AD AL AS AV BTUH B B.S. CAP. CONDS. CFM CR COMPS. CUH DB DG DN EX EA. EAT EWT ERR CONDENSING UNIT L AIR CONDITIONING UNIT LAT ACCESS DOOR X.X LF ACOUSTICAL LINING LWCO AIR SEPARATOR LWT AIR VENT MAD BTU/HR MAX. BOILER MBH BLACK STEEL MER CAPACITY MCA CONDENSING MIN. CUBIC FEET PER MINUTE No. COMPUTER ROOM UNIT OPER. COMPRESSOR P.D. CABINET UNIT HEATER PH DRY BULB PD DOOR GRILLE PRESS. DOWN PSI EXHAUST FAN PRV EACH RECC. ENTERING AIR TEMPERATURE RF ENTERING WATER TEMPERATURE RPM ENERGY EFFICIENCY RATIO REFRIG. LENGTH EF EXHAUST FAN LEAVING AIR TEMPERATURE EFF. EFFICIENCY LINEAR FOOTAGE OF RADIATION EMR ELEVATOR MACHINE ROOM LOW WATER CUT-OFF ET EXPANSION TANK LEAVING WATER TEMPERATURE EXT. EXTERNAL MAKE-UP AIR UNIT 'F DEGREES FAHRENHEIT MAXIMUM F.A. FRESH AIR THOUSAND BTUH FCU FAN COIL UNIT MECHANICAL EQUIPMENT ROOM FD FIRE DAMPER MINIMUM CIRCUIT AMPAClTY FLA FULL LOAD AMPS MINIMUM FPS FEET PER SECOND NUMBER FPM FEET PER MINUTE OPERATING FT FEET PRESSURE DROP ET WG FEET WATER GAUGE PHASE G.C. GENERAL CONTRACTOR PUMP DISCHARGE GPH GALLONS PER HOUR PRESSURE GPM GALLONS PER MINUTE POUNDS PER SQUARE INCH H HEIGHT PRESSURE REDUCING VALVE HC HEATING COIL RECOMMENDED. HP HORSEPOWER RETURN FAN HZ HERTZ REVOLUTIONS PER MINUTE REFRIGERANT BTU SCHED. SHC SP SS TEMP. TX TYP. V VEL. VOL. W WB WMS HWP HWS HWR HWSEN IN. IN.W.G. KX SPLIT SYSTEMS SCHEDULE HEAT PUMP AIR HANDELER SECTION DATA HEAT PUMP CONDENSER SECTION DATA COOL HEAT FAN AIR SIDE ELECTRICAL WEIGHT AMBIENT' FAN ELECTRICAL WT AIR VOL. EXT. FAN 20MPRS. MANUFACTURER TOTAL¥OTAL VOL. EXT. O.A. EAT LAT FAN MANUFACTURER SYSTEM LOCATION SERVICE TEMP. FLOW SP HP HP VlCA~OF SYSTEMNo. LOCATION SERVICE CAP. CAP. FLOW SP DB DB HP VOLTS/PH/Hz MCl MDF & MODEL NO. NO. VOLTS/PH/H2 ERR MEA # & MODEL NO. MBH MBH CFM IN W6 CFM 'F CFM IN WD AH-1 ATrlC NW CORRIDOR 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-1 OUTDOOR AH-1 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPA5-18 AH-2 A~rlC SW CORRIDOR 17.B 10.8 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-2 OUTDOOR AH-2 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPA5-18 AH-5 ATrlC W DINING/BEC 60 37 1750 .8 300 45 111 .5 208/1/60 6.8 15 CARRIER FV4B-06 207 HP-5 OUTDOOR AH-3 95 X X X 1 208/1/60 M.; 50 326 11.4 148-02-E CARRIER 25HPA5-60 AH-4 A~rIc NE CORRIDOR 17.8 10.3 600 .B 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-4 OUTDOOR AH-4 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPA5-18 AH-5 ATDIC E DINING/BEC 60 37 1750 .8 300 45 111 .5 208/1/60 6.8 15 CARRIER FV4B-06 207 HP-5 OUTDOOR AH-5 95 X X X 1 208/1/60 34.~ 50 826 11.4 148-02-E CARRIER 25HPA5-60 AH-6 ATFIC SE CORRIDOR 17.8 10.3 600 .B 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 185 HP-6 OUTDOOR AH-6 95 X X X 1 208/1/60 12 20 210 11.4 148-02-E CARRIER 25HPA5-18 AH-7 ATFIC W TUB/CONE 24 14.6 800 %25 120 45 111 ,5 208/1/60 4,3 15 CARRIER FV4B-03 135 HP-7 OUTDOOR AH-7 95 X X X 1 208/1/60 16.; 25 215 11.4 148-02-E CARRIER 25HPA5-24 AH-8 ATFIC LOBBY/CORE 60 57 2000 1.25 300 45 111 .5 208/1/60 6.8 15 CARRIER FV4B-06 207 HP-8 OUTDOOR AH-8 95 X X X 1 208/1/60 34.~ 50 326 11.4 148-02-E CARRIER 25HPA5-60 AH-9 ATrlC W NOURISHMENT 17.8 10.3 600 .8 90 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-02 135 HP-9 OUTDOOR AH-9 95 X X X 1 208/I/60 12 20 210 11,4 148-02-E CARRIER 25HPAS-18 AH-lO ATFIC E NOURISHMENT 17.8 10.5 600 .8 90 45 111 .5 208/1/60 4.8 15 CARRIER FV4B-02 135 HP-IO OUTDOOR AH-lO 95 X X X 1 208/1/60 12 20 210 11.4 148-02--E CARRIER 25HPA5-18 AH 11 A~FIC E TUB/CONF 24 14.6 800 1.25 120 45 111 .5 208/1/60 4.3 15 CARRIER FV4B-03 1,~5 HR-11 OUTDOOR AH-11 95 X X X 1 208/1/60 16.~ 25 215 11.4 lZ~{~-O2-F. CARRIER 25HPA5-24 NOTES: 1, PROVIDE LOW AMBIENT CONTROL KIT FOR CONDENSER 2. PROVIDE 2 STAGE HEAT/2 STAGE COOL PROGRAMMABLE THERMOSTAT (HONEYWELL T7800 OR EQUAL) WITH 3. PROVIDE WINTER START KIT, DEFROST THERMOSTS KIT 4. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH 5. ROOFTOP UNIT SHALL DE FACTORY EQUIPPED WITH CONDENSER FIN GUARDS. 6. PROVIDE FULL 5 YEAR COMPRESSOR WARRANTY. 7. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE SMOKE DETECTOR, MECHANICAL CONTRACTOR SHALL INSTALL SMOKE DETECTOR IN SUPPLY OR RETURN DUCT. ACTIVATION BTU SHALL SHUT DOWN AND ALARM SIGNAL SHALL BE SENT TO BUILDING FACP. (TYP) 8, PROVIDE CONDENSATE PUMP WITH PLUG CHORD, LITFLE GIANT, 9. PROVIDE ECONOMIZER WITH ENTHALPY CONTROLS FOR UNIT AH-B NIGHT SETBACK. UPON HOT WATER CABINET HEATERS BASED ON: MODINE FAN HOT WATER COIL MODEL DESIGNATION LOCATION TYPE CFM RPM HP VOLTS/PH/HZ CAPACITY EAT GPM EWT No. REMARKS (MBH) ('g) CH-1 SEE FLOOR PLANS FLOOR 350 1625 1/B 170/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-2 SEE FLOOR PLANS FLOOR 350 1625 1/B 120/1/60 20 60 2 180 MODEL C FLOOR MOUNTED CH-3 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 160 MODEL C FLOOR MOUNTED CH-4 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 160 MODEL C FLOOR MOUNTED CH-5 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 160 MODEL C FLOOR MOUNTED CH-6 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 160 MODEL C FLOOR MOUNTED CH-7 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 160 MODEL C FLOOR MOUNTED CH-8 SEE FLOOR PLANS FLOOR 330 1625 1/8 120/1/60 20 60 2 1~0 MODEL C FLOOR MOUNTED NOTES: 1, CABINET COLOR TO BE SELECTED BY ARCHITECT. 2. PROVIDE DISCONNECT SWITCH. 3. PROVIDE SOLID STATE FAN CONTROLLER. 4. PROVIDE BUILT IN THERMOSTAT AND AQUASTAT CONTROL 5. PROVIDE WALL RECESSED OR SEMI RECESSED FRAME HOT WATER UNIT HEATERS BASED ON: MODINE FAN HOT WATER COIL MODEL DESIGNATION LOCATION TYPE CFM RPM HP VOLTS/PH/HZ CAPACffY EAT GPM EWT No. REMARKS (MBH) ('F) UH-1,2,3,4,5,6 SEE FLOOR PLANS HORIZONTAL 680 1625 1/25 120/1/60 21.7 60 2.3 180 HC-53 HUNG IN CRAWL SPACE NOTES: 1. PROVIDE HANGING KIT 2. PROVIDE DISCONNECT SWITCH. 5. PROVIDE SOLID STATE FAN CONTROLLER. 4. PROVIDE BUILT IN THERMOSTAT AND AQUASTAT CONTROL DIFFUSER/REGISTER/GRILLE SCHEDULE ROUND NECK TAG MODEL SIZE DESCRIPTION SIZE MAX. CFM CD-A TDC-FR 24X24 FULL FACE, ROUND NECK, SURFACE 8" 500 MOUNT, BORDER TYPE 1, AG 75 DAMPER 10" 490 WITH INTEGRAL FIRE DAMPER 12" 700 RR 350RL 24X24 ALUMINUM GRILLE, 1/2"xl/2"x1/2" 24x12 1100 24X12 BORDER TYPE 1 SURFACE MOUNT, BORDER 24x24 2200 TYPE 1, WITH INTEGRAL FIRE DAMPER EX-A 550RL \S SHOW~ ALUMINUM REGISTER, 5/'4'~ SPACING, 55 DEGREE BLADES, OPPOSED BLADE DAMPER, 500 BORDER TYPE 1, WITH INTEGRAL FIRE DAMPER LS-SUPPLY FL-IOJT FLOWBAR 1" SLOT 20 CFM/FT CONCEALED FRAMES PROVIDE INSULATED PLENUM BOX WITH CHORD OPERATED DAMPER NOTES: 1. ALL HUNG CEILING AREAS - BASED ON TITUS TDC-FR 24x24 LOUVEREB FACE DIFFUSER, SUEACE MOUNT. 2. ALL GYPSUM BOARD AREAS - BASED ON TITUS TDC-FR 24X24 OR 12x12 LOUVERED FACE DIFFUSER, WITH OPPOSED BLADE DAMPER AND SURFACE MOUNT FRAME. 3. ALL CORRIDOR DIFFUSERS TO BE 2-WAY OPPOSITE BLOW. 4. FOR 3-WAY DIFFUSERS PROVIDE NEXT LARGER NECK DIAMETER AS LISTED FOR 4-WAY DIFFUSER. FOR 2-WAY DIFFUSERS PROVIDE TWO SIZES LARGER NECK DIAMETER AS LISTED FOR 4-WAY DIFFUSER. 5. NOISE CRITERIA NOT TO EXCEED 27 NC. PTAC PACKAGED TERMINAL AIR CONDITIONING UNIT SCHEDULE EVAPORATOR COOLING COIL HEATING COIL COMPRESSOR ELECTRICAL DATA MANUFACTURER WEIGHT E.A.T. E.A.T. & MODEL NO. UNIT AREA FAN DB/WB TOTAL SENSIBLE DB/WB TOTAL FLA TAG SERVED CFM OA CFM ERR FAN HP RPM ('F) MBH MBH ("F) MBH GPM QTY. EA. VOLTS/G/HZ MCA MOP RECEPT TYPE MEA/~ ~TAC-A 1ST FL 185/175 50 10.4 .25 1750 75/6`3 9.7 6.5 75/63 21.2 2 1 4.5 208/1/60 6.9 15 6-20R MCQUAY 288# #356-89-E PDAC-O09 ~TAC-B 1ST FL .300/275 50 10..3 .25 1750 75/6.3 12.1 10.0 75/6.3 24.5 2.5 1 4.5 208/1/60 8.3 15 6-20R PDAC-O12MCQUAY 292# #.356-89-E ~TAC-C 1ST FL 295/270 50 10.2 .25 1750 75/6.3 15.0 12.0 75/6.3 24.5 2.5 1 4.5 208/1/60 8.5 15 6-20R PDNS-o15MCQUAY 296# #556-89-E NOTES: 1. PROVIDE 42X16 WALL SLEEVE AND EXTERIOR GRILLE 2. PROVIDE MOTORIZED FRESH AIR DAMPER .3. PROVIDE NIGHT SETBACK CONTROL 4. PROVIDE FAN CYCLE SWITCH 5. ROOFTOP DOOR LOCK 6. PROVIDE HEATING COIL AND - 5 YEARS COMPRESSOR WARRANTY - SEPARATE CONDENSER AND - ALL UNITS TO BE UL AND APl CERTIFIED. EVAPORATOR FAN MOTORS. - UNITS WITH AUTOMATIC DAMPER - COMPRESSOR SOUND ATFENUATION FOR OUTSIDE AIR. - MOTORIZED VALVES - NIGHT SETBACK CONTROL 2-WAY CONTROL VALVE - HOT WATER HEATING COIL - LOW TEMPERATURE CONTROL EXHAUST FAN SCHEDULE FAN DATA ELECTRICAL SONES UNIT TAG LOCATION SERVICE MANUFACTURER REMARKS NO. CFM ESP DRIVE HP VOLTS & Hz & MODEL NO. EF-1 ATTIC GENERAL EXHAUST 750 .75 DIRECT 1/6 120/1/60 5.9 GREENHECK 1,2,5 · 4 SQ-120-B EF-2 ATtiC GENERAL EXHAUST 1275 .75 DIRECT 1/4 120/1/60 6.6 GREENHECK 1,2,3 ~ 4 SQ- 160-C EF-8 Agq'IC GENERAL EXHAUST 900 .75 DIRECT 1/4 120/1/60 6.6 GREENHECK 1,2,3 & 4 SQ- 160-C EF-4 A~q'IC GENERAL EXHAUST 750 .75 DIRECT 1/6 120/1/60 5.9 GREENHECK 1,2,5 & 4 SQ-120-B EF-5 ATrlC SOIL UTILITY EXHAUST 75 .5 DIRECT 1/30 120/1/60 4.8 GREENHECK 1,2,3 & 4 SQ-75-B EF-6 A%rlC SOIL UTILITY EXHAUST 75 .5 DIRECT 1/30 120/1/60 4.8 GREENHECK 1,2,3 & 4 SQ-75-B EF-7 A%rlC PANTRY 100 .5 DIRECT 1/50 120/1/60 4..8 GREENHECK 1,2,3 & 4 SQ-75-D EF-8 A%rlC PANTRY 100 .5 DIRECT 1/30 120/1/60 4.8 GREENHECK 1,2,3 & 4. SQ-75-D EF-8 A~FIC PANTRY 100 .5 DIRECT 1/30 120/1/60 4.8 GREENHECK 1,2,3 & 4 SQ-75-D EF-9 ATFIC BASEMENT 1000 .5 DIRECT 1/4 115/1/60 11.2 gREENHECK 1,2,3,4,5 & 6 GB-IO1-A NOTg$: 1. FAN HOUSING TO BE PHOSPHATIZED AND COATED WITH PERMATECTOR. 2. PROVIDE DISCONNECT SWITCH. 5. PROVIDE SOLID STATE SPEED CONTROLLER. 4.. FAN ON/OFF OPERATION TO BE BY TIMECLOCK INTERLOCKED TO OPEN MOTORIZED DAMPER AT FAN START ,5. PROVIDE gRAVITY DAMPER. 6. PROVIDE ROOF CURB. ROOF TOP UNIT SCHEDULE SQUARE HEAD COCK STATIC PRESSURE STAINLESS STEEL TEMPERATURE TOILET EXHAUST FAN TYPICAL VOLTS VELOCITY VOLUME WIDTH WET BULB WIRE MESH SCREEN HOT WATER PUMP HOT WATER SUPPLY HOT WATER RETURN HOT WATER SENSOR INCHES INCHES WATER GAUGE KITCHEN EXHAUST FAN DRAWINDS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas CompiglIa Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRIttEN AUTHORIZATION OF Thomos Campigllo ArchRect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF ~qE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRRTEN CONSENT OF TCA ARCHITECTURE, Thomas Cempiglio, Architect, PLLC. 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEP% DATE REASON FOR ISSUE PROJECT RENQVATIONS TO: snsImeon_togo; ,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE~ NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 http://w'ww,sterlingnyc.com CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232,1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL NOTES, SCHEDULES AND LEGEND H 1 SEAL SHEET NUMBER 68 ¢ 3/4" HWS/HWR UP OYP.) ~6 11 n ~6 UH-2 ~6 PROJECT NOTES: I~I ,.~3/4" HWS/HWR (TYP.) -3/4" HWS/HWR -1" HWS/HWR 1/4" HWS/HWR ~ ,/./.-3/4" HWS/HWR/ ~ [~] UH-1 .IS 0 LATIOitI-~LES (wP.) I I /.F-i" HWS/HWR 2" HWS/HWR ri' fl iHWRI ~1" HWS/HWR ~L3/4'' HWS/HWR -5/4" HWS/HWR PIPE SLEEVE LOCATION (TYP.) CONTRACTOR TO COORDINATE ALL CORE DRILLING AND PIPE SLEEVE LOCATIONS PROVIDE SHOP DRAWING. ALL SLAB cu~rING AND CORE DRILLING WORK TO BE PROVIDED ON OVERTIME BASIS OR AS DIRECTED BY OWNER. ti EXISTING BOILERS HOT WATER HEATERS DOMESTIC HOT WATER HEAT EXCHANGERS. ~NSTALLED UNDER SEPARATE CONTRACT EXISTING HOT WATER PUMPS IS CONNECT PIPING IN -3" HWS/HWR /T .-3/4" HW~-,/HWR HWS/H',~ CONTRACTOR TO INSTALL NEW MECHANICAL PIPING HWS AND HWR FROM BOILER ROOM INTO CRAWL SPACE AS INDICATED. INSTALL 3/4" HWS/HWR TO INDIVIDUAL PTAC UNITS. UNITS TO HAVE ISOLATION VALVES. ALL PIPING IS TO BE INSULATED. ALL PIPING IS TO HAVE DRAINS AND VENTS AS PER DETAILS. THE CONTRACTOR IS TO REMOVE ALL EXISTING BASEBOARD FIN TUBE HEATING SYSTEM IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLITION AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO iSSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. THE CONTRACTOR MUST INSTALL ISOLATION VALVES ON THE EXISTING SYSTEM TO HAVE CONTINUOUS OPERATION UTILIZING THE OLD HWS/HWR PIPING IN AREAS NOT IN CONSTRUCTION. THE CONTRACTOR IS TO INSTALL HW UNIT HEATERS IN THE CRAWL SPACE FOR FREEZE PROTECTION. THE CONTRACTOR IS TO INCLUDE IN PRICE ALL CORE DRILLING REQUIRED FOR PIPING INSTALLATION THROUGH FLOOR. ALL PIPING PENETRATIONS THROUGH THE FLOORS AND WALLS REQUIRE A PIPE SLEEVE. THE CONTRACTOR IS TO PROVIDE A PIPE SLEEVE PLAN FOR REVIEW AND APPROVAL. HWS/HWR HWS/HWR 1/4" HWS/HWR I I~'"~---PIPE SLEEVE OYPICAL) iF 1/2" HWS/HWR UH-6 ~3/4" HWS/HWR ISOLATION VALVES (WP.) GROUND FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" KEY PLAN DRAWINGS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE PROPERq¥ OF Thomos Cempi9lie Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Complgli¢ Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~FEN CONSENT OF TCA ARCHITECTURE, Thomos Complglio, Architect. PLLC. (~)Cop¥fight 2008 Thomos Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE =ROJECT RENOVATIONS TO: SnSImeon_togo ,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO. (212) 6864 858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 ' Fax: (212) 765~8511 http://www, sterlmgnyc com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR MECHANICAL PLAN H SEAL SHEET NUMBER 69 ~ (5o)® (5o)® HP-1 ~ (5o)® DOUBLE BED B.R. %1 BATH %1 4'-0" OVER BED LIGHT (O.B.) WALL MOUNTED (WP.) % ¢ % %1 OM BATH 1,~-1~~O CD-A %1 %1 (5o)® DOUBLB BED BiR, CL. GLO (50), CD-A (300) o0 LOUNGE RR DOUBLE BED B.R, %1E~ %1 BATH %1 DOUBLE BED B,Rc 0 DOUBLE BED B,R. BATH (so)® (50)® HP-9 HP-2 ~ (50)® ~ ...,,,.... %1 % (50)~) ,~ DOUBLE BED B.~.jl, CD-A (300) LIN [] EM ]RR EM ! SLIM 0 OB OB ~ DOUBLE BED B,R. ~ "' · 50) %1 %1 ,~XIt PABBAG OB OB H RM. OM ®(5o)% ~ ®(5o) ~ YP % DINING EECEEATION % (25o) % % (25o) O D2 CD-A [~ DOR (250) (250) CD-A (200) CD-A DOUBLE BBDI ]S? DOUBLE BED B.R, %1 EX-A %1 OM %1 %1 DOUBLE BED B,R, (5o) (5o) PROJECT NOTES: EXISTING LINK EXISTING DINING AND RECREATION AREA = 1,782 SQ. FT. I EX. SNACK BAR EXISI1RG FOOD EXISTING ~ STORAGE SERVING PANTR1 REF EXISTING STAFF DINING EX. EX~ WALK-IN WALK-IN FREEZER REFRIGERATOR EXISTING FOOD STORAGE EXISTING SOILED LINEN EXISTING DRY GOOD CHEMICAL ROOM EX~ WALK-IN FREEZER BOX PATIO 0 3. 5. 10. 12X12 KITCF STNE L~.SP EXISTING ROOF O° OmcE GOODS STORAGE DOUBLE BED R~M %1 %1 OM 1, THE CONTRACTOR IS TO INSTALL PTAC UNITS WITH HW COILS. THE UNITS WILL HAVE A MOTORIZED OUTDOOR AIR DAMPER TO ENSURE 50 CFM MINIMUM. THE UNIT WILL HAVE A CONTROL VALVE AND LOCAL CONTROLS FOR UNIT OPERATION. 2. DUCTWORK FOR THE ASSOCIATED CEILING REGISTERS AND EXHAUST GRILLS ARE LOCATED IN THE ATFIC. THE DUCT NECK MUST HAVE AN OPENING CUT TO ALLOW PENETRATION FROM THE A1TIC THROUGH CEILING LATH TO NEW CEILING HEIGHT LOCATION. THE CONTRACTOR IS TO PROVIDE A PENETRATION PLAN FOR ALL CUTS IN THE CEILING TO ENSURE NO SUPPORTS ARE CU. THE CONTRACTOR IS TO INSTALL THERMOSTATS AND AVERAGING SENSORS FOR ALL ELEVEN (11) HEAT PUMP UNITS, FINAL LOCATIONS ARE TO BE FIELD COORDINATED WITH REPRESENTATIVE FROM SAN SIMEON. ALL EXHAUST FANS ARE TO OPERATED FROM A TIMECLOCK. FINAL LOCATION OF THE TIMECLOCK AND OPERATIONAL SL~HNGS ARE 0 BE FIELD COORDINATED WITH REPRESENTATIVE FROM SAN SIMEON. THE CONTRACTOR MUST PROVIDE DETAILED SHOP DRAWING INDICATING THE UNIT LOCATION, ACCESS AREAS, DUCT LOCATIONS IN RELATION TO THE ACCESS WALKWAY. THIS PLAN MUST BE SUBMITFALS FOR REVIEW AND APPROVAL THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 6. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. 7. THE CONTRACTOR IS TO CLEAN ALL EXISTING DUCTWORK THAT IS REMAINING. 8. THE CONTRACTOR IS TO PROVIDE A 4" CONCRETE PADS FOR ALL CONDENSING UNITS. 9. CONTRACTOR TO INSTALL FAN SHUT DOWN PANEL. THIS WILL COMMUNICATE WITH FIRE ALARM SYSTEM TO SHUT DOWN AH 1 TO AH-11, AND ALL EXHAUST FANS WHEN TWO (2) OR SMOKE DETECTION DEVICES ARE ACTIVATED SIMULTANEOUSLY. ALL CEILING D~FF~ 9~RS TO HAVE INTEGRAL FIRE DAMPERS, DOUBLE BED ROOM %1 %~ (5o) HP-4 RR EEGR~ATZON OD (~D % %1 %1 %1 DOUBLE BED B,R, %1 %1 OM ~UBLE BED B,R. ®(50) ~ %1 %1 BED B,E, %1 ~ OD OB 6TOR, CL ~ CD-A CD-A ~ CD-A (200) , (2550'~'"' ~O "''~ ~R,DO ~(250) ~HUTDO~N PANEL ~O ~O -. ~W- -- mli~~ DOUBLE BED M DOUBLE BED B.R. -- ' OS.~M CD-A ~BLE BED 5.R. RESOnanCES e,, ~ HP-6 WP WP WP ~ WP WP (50) ~S~ ~ "'~ eSp~ , F)IIi ~ (50) CFM/~ -- FIRST FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERLY OF Thames Campiglio Architect, PLLC. DBA TCA ARCHITECTURE, NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF' Thames Campiglia Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRiTFEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglie, Architect, PLLC. ~)Copyright 2008 Thomas Campiglla Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG· DEPT. DATL REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togo2',Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-9511 hKp://wvc, v. sterhngnyc.com CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DELVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ OBAE-O0174 CONSULTANT CONSULTANT CLIENT PROd. NO. PRO& NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 ORAWING FIRST FLOOR MECHANICAL PLAN SEAL H 3 SHEET NUMBER ?O 14 R 6 6 RD ~ , -~VD VD 12 RD 6 12x8 CONTRACTOR TO iNSTALL 2'X6' EXTERIOR LOUVER. ARCHITECT TO APPROVE 'TYPE AND COLOR CONTRACTOR TO INSTALL 12" DEEP SHEET METAL PLENUM BOX. LOUVER TO BE INSTALLED BY G.C. 1: 6 RD 16x10 (680) VD 15x18 INTAKE UP THROUGH ROOF TO GREENHECK WlH PENTHOUSE 24x20 (TYPICAL OF 11). SEE DETAIL 5 DWG H-8. (300) O.A. (90) O.A. 14x 8 2x8 - VD 12 RD 6 RD VD 6 RDo- VD o, I (90) 6 RD 12x6 RD 12 6 12 AH-2 14x8 (500) 12 8 RD e6 RD 6 RD 14 8 RD VD 12 ~ 6 RD 12 12xl VD 10 VD- LIQUID REFRIGERANT AND HOT GAS PIPING FROM ATTIC DOWN TO CU UNIT AT GRADE. CONTRACTOR TO INSTALL VERTICAL LEADER TO CONCEAL PIPING (TYP OF 11) 12x6 18x18 12x6 I I II II 12x6 18 12X12 EXISTING KITCHEN EXHAUST DUCT UP TO ROOF EXHAUST FAN 18X12 EXHAUST UP TO ROOF FAN EF-9 x 1700) 12x6 0 VD 12 12 12x14 1( 12 12x6 to o 12 12x6 I° VO 12x6 DN 12x6 12x6 12x6 VD 1 X ATTIC MECHANICAL PLAN SCALE: 1/8" = 1'-0" VD- PROJECT CONTRACTOR TO INSTALL 12" DEEP SHEET METAL PLENUM BOX. LOUVER TO BE INSULATED BY OTHER. 12x6 14 RD VD ~" CONDENSATE PIPE THROUGH ROOF TO DRIP TO GUTTER. (TYP OF 11) 12x6 0 24x 12 12X6 NOTES: VD 12x6 12x10 VD 12x6 I (9o) O.A. 12x8 VD 6 10 RD 6 14x8 1216 II II I I t,L[6 ivl II II 12 12 RD ~ RD VD 1. THE CONTRACTOR IS TO INSTALL ELEVEN (11) HEAT PUMP AIR HANDLING UNITS IN ATTIC. THE UNITS WILL BE SUPPORTED FORM THE EXISTING ROOF FRAMING STRUCTURE. THE CONTRACTOR IS TO PROVIDE HANGING DETAILS FOR REVIEW AND APPROVAL BY ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 2. HEAT PUMP AH UNITS TO HAVE REFRIGERANT LINES RUN FROM EXTERIOR CONDENSER TO UNIT. THE UNIT WILL HAVE CONDENSATE PIPING FROM UNIT DISCHARGE TO ROOF. PROVIDE MINIMUM Y2"/FT PITCH FROM PUMP TO EXTERIOR TO ENSURE NO CONDENSATE FREEZE UPS IN THE A~FIC. ALL FRESH AIR INTAKE POINTS MUST BE 25' MINIMUM FROM ANY EXHAUST POINTS FROM PLUMBING VENTS AND EXHAUST FANS. 5. THE CONTRACTOR IS TO INSTALL EIGHT (8) IN LINE EXHAUST FANS AS INDICATED. THE EXTERIOR LOUVER WILL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR. THE CONTRACTOR WILL INSTALL A PLENUM BOX FOR FAN DISCHARGE. EACH FAN WILL HAVE A MOTORIZED DAMPER. ALL ASSOCIATED EXHAUST DUC'TWORK WILL BE RUN AS INDICTED. THE CONTRACTOR MUST PROVIDE ALL WALL AND ROOF PENETRATIONS FOR THE DUCTWORK. COORDINATE PROPER PATCHING REQUIREMENTS AND ROOF WORK. 4. THE CONTRACTOR MUST PROVIDE DETAILED SHOP DRAWING INDICATING THE UNIT LOCATION, ACCESS AREAS. DUCT LOCATIONS IN RELATION TO THE ACCESS WALKWAY. THIS PLAN MUST BE SUBMITFALS FOR REVIEW AND APPROVAL THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 5. THE CONTRACTOR IS TO PROVIDE 1-HR RATED FIRE STOPPING AT ALL PENETRATIONS THROUGH GYP PLAN/ATFIC FLOOR/CEILING. 6. UNITS AH-1 TO AH-11 FANS ARE ON EMERGENCY POWER. COORDINATE WITH ELECTRICAL CONTRACTOR. (90) -- O.A. Er-6 ~ EF-4~ 6 RD 12x8 12x8 RD 6 RD RD 14x8 VD (500) 12 VD VD x6 KEY PLAN & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campi91io Architect, PLLC, DBA TCA ARCHITECTURE. NO R6PRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROdECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglia, Architect, PLLC. (~)Copyrlgh[ 2008 Thomas Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/0B ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_LogoELJp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 666-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ~ NEW YORK, NY 10016 Tel: (212) 245-6300, Fax: (212) 765-6511 ht~p://www sterlingnyc com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE:: 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. '!','4/.¢..,, NO, 16209 · , .... AS NOTED '~, ", .... DRAWN XX ~ DATE 06-11-08 DRAW]NO ATTIC M~CHANICAL PLAN H 4 SEAL SHEET NUMBER 71 CONDENSING UNIT LIQUID LINE SOLENOID VALVE O.A. DUCT VD. LIQUID REFRIGERANT LINE FROM CONDENSING UNIT. SEE HVAC PLAN FOR PIPE SIZE. RETURN AIR PLENUM WITH 1" ACOUSTIC LINING FLEXIBLE PIPE CONNECTOR (TYPICAL) SHUT OFF VALVE (TYPICAL) SERVICE VALVE REFRIGERANT SUCTION LINE TO CONDENSING UNIT. SEE HVAC PLAN FOR PIPE SIZE. 5/4" CONDENSATE PUMP DISCHARGE CHECK VALVE (~YPICAL) FILTER RACK AIR HANDLER CONDENSATE PUMP MOUNTED IN DRIP PAN PUMP SHALL BE BY BECKETT --MODEL: CU-19-1UL, 115 VOLTS, 1.,3 AMPS, 85 WATTS, 1/3 HP WITH HIGH LEVEL SHUTOFF (CAT. NO. 5P223) 1/2" THREADED ROD W/ SPRING ISOLATOR CONNECTED TO STRUCTURE. (TYPICAL FOR 4) WATER SENSING CABLE MOUNTED IN B01TOM OF PAN WITH HOLD DOWN CLIPS. STRAP HANGERS 1 1/2" 16 GA (4 WP) AIR HANDLER SUPPORT PROVIDE 18 GA. AUXILLARY DRAIN PAN TO EXTEND 6" FROM UNIT ON ALL SIDES WITH 2" HIGH HEMMED LIP, AND SOLDERED WATERPROOF JOINTS. SUPLY AIR DUCT WITH 1" ACOUSTIC LINING 15 FT. FROM UNIT DOUBLE LOCK NUT & WASHER (4 TYP) SUPPORT DETAIL RATED MASONRY PARTITION --',,,,~ ANGLE MIN 16 GA. STEEL X 1 1/2"X 1 1/2". FOUR SIDES OF SLEEVE. MIN 1" OVER LAP OF OPENING. SPACED MAX 6" O.C. MIN 2" FROM CORNERS FABRICATED FIRE DAMPER AND SLEEVE ASSEMBLY FUSIBLE CLOSURE SPRING · FIRE DAMPER ACCESS DOOR (LABEL AND LOCATE ON BOTTOM OR SIDE OF DUCT) BREAK AWAY DUCT CONNECTION ("S" SLIP) NOTES: RATED DRYWALL PARTITION 1. GREENHECK FIRE DAMPER WITH SLEEVE MODEL FD-150X TYPE B. UL LISTING R-13`317. 2. FASTEN RETAINING ANGLE TO SLEEVE BY: TACK OR SPOT WELDS, No. 10 SHEETMETAL SCREWS, 1/4" BOLTS AND NUTS, 3/16 STEEL POP RIVETS. DO NOT FASTEN ANGLE TO WALL. `3. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN UL 555 LISTING. 4. MOUNTING DETAIL IS TYPICAL FOR COMBINATION FIRE/SMOKE DAMPERS. B. HVAC CONTRACTOR SHALL CUT AND PATCH OPENINGS. HEADS OF MASONRY OPENINGS SHALL BE REINFORCED WITH 5x5x1/4 LINTELS BY HVAC CONTRACTOR. FIRE DAMPER MOUNTING DETAIL SCALE: NONE DUCl DIMENSIONS VELOCITY * A BC D E 0-2500 FPM 3" 12" 4" 6" 18" 2501-6000 FPM 3" 6" 4" 6" 16" UNLESS A LOWER LEVEL IS SET BY MANUFACTURER OR LISTING AGENCY, AND BUTTED CORNER WELDED PIN PRESS-ON HEAD DETAIL -ALTERNATE FOLDED CORNER AIR FLOW SHEET METAL NOSING DETAIL WASHER ~INER WELDED PIN PRESS-ON HEAD DETAIL ALL TRANSVERSE EDGES TO BE COATED WITH ADHESIVE NOTES: 1. BEVELED HEAD DETAIL THE VELOCITY RATED SIDE OF LINER MUST FACE THE AIR FLOW. PROVIDE SHEET METAL NOSING ON ALL EXPOSED EDGES. NOSING MAY BE FORMED ON DUCT OR BE CHANNEL OR ZEE ATTACHED BY SCREWS, RIVETS OR WELDS. SEE SHEET METAL NOSING DETAIL. `3. DETAIL INDICATES MAXIMUM SPACING EOR FASTENERS, ACTUAL INTERVALS ARE APPROXIMATE. 4. LINER ADHERED TO THE DUCT WITH 100~. AREA COVERAGE OF ADHESIVE. 5. INTERIOR WIDTH OF 8" AND LESS DOES NOT REQUIRE PINS. 6, "A" PIN ROW MAY BE OMII~ED WHEN METAL NOSING IS USED. "E" THEN STARTS FROM THE NOSING. ACOUSTICAL DUCT LINER INSTALLATION DETAIL SCALE: NONE 24x20 WIH GREENHECK OUTDOOR --AIR INTAKE RECTANGULAR SHEET METAL DUCT STRAIGHT RIGID ROUND METAL DUCT SECTION (AS LONG AS POSSIBLE) SAME DIAMETER AS CEILING DIFFUSER NECK DIAMETER INTEGRAL FIRE DAMPER / GYPSUM BOARD CEILING / FULL LOUVEREB FACE LAY IN ROUND NECK CEILING DIFFUSER RECTANGULAR BRANCH CONNECTION OPPOSED BLADE VOLUME DAMPER ROUND BRANCH CONNECTION CEILING DIFFUSER CONNECTION DETAIL- RECTANGULAR BRANCH TO ROUND NECK SCALE: NONE 18 GAUGE GALV. SHEET METAL WEATHERPROOF WITH LAYERS OF MASTIC GLASS MESH IN ADDITION TO INSULATION 1-1/2'x1-1/2" xl/4' FOOT BRACE FASTENED TO 2x6 PRESSURE TREATED LUMBER ROOF MOUNTED DUCT SCALE: NONE 18 GAUGE SHEET METAL WITH CONTINUOUS GALVANIZED SHEET METAL STUD. 1-1/2" RIGID BOARD INSULATION GUAGE SHEET METAL DUCT PROVIDE PREDRILLED HOLES IN ANGLE FOR DUCT FASTENERS ( IE. SHEETMETAL SCREWS W/ WASHERS) ANGLE WELDED TO FOOT BRACE PAPER TO PROTECT ROOF DECK SUPPORT ROOF EXHAUST FAN OR INTAKE/EXHAUST HOOD (PROVIDED AND INSTALLED BY THE HEATING AND VENTILATING CONTRACTOR) -- WOOD NAILER CANT FASTEN TO CONCRETE SLAB (TYPICAL) ROOF ROOF OPENING SEE ROOF FRAMING PLANS EXHAUST FAN & CURB SCALE: NONE PREFABRICATED ALUMINUM CURB WITH WOOD NAILER (PROVIDED BY THE HEATING AND VENTILATION CONTRACTOR) SET PREFABRICATED CURB AND DAMPER IN MASTIC (TYP.} --STRUCTURAL CONC. SLAB THICKNESS VARIES DETAIL 1/4" x 2-1/2" SCREWS 6" O.C. AND AT EACH CORNER -- TREATED WOOD NAILER ROOFING SHINGLE ROOF DECK -- PREFABRICATED ROOF CURB FOR SLOPED ROOF BASED ON THYCURB MODEL TC-2, 14 GAUGE, SLOPE OF ROOF TO BE VERIFIED IN FIELD EXTEND HEM MINIMUM 4"BELOW TOP OF NAILER -- COPPER FLASHING WITH SEALANT (TYP.) -- DUCT RISER. SEE PLANS FOR SIZES 18xlB DUCT ROOFING SHINGLE UNDER FLASHING FRESH AIR ON SLOPED ROOF DETAIL SCALE: NONE ~ EXPANSION SHIELDS ''~, . ~' · ' .' ~. & '] ~LWASHER MAY BE ~ ~?FIx~TT;ODwA ~/Ij~HN F 1020L2~ EG?. SQUARE WASHER TIGHT AGAINST BEND (TYP.) (TYPICAL UPPER ATTACHMENT DEVICE) OR ROD-- SIZE BOLT(S) FOR LOAD MAX ~-SCREW (TYP.) (TYPICAL LOWER HANGER ATTACHMENTS) NOTE: HANGER SPACING AND BRACING SHALL BE IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS. DUCT SUPPORT DETAIL SCALE: NONE UNLESS FOOT OF STRAP IS PLACED UNDER A Bo~roM REINFORCEMENT ' I 1" MIN SCREWS MAY BE OMITTED IN HANGER LOOPS Z'L ///~ MAIN DUCT L" = W"/4, MIN. OF 4" 45.\ --BRANCH DUCT t~"'"--OPPOSED BLADE VOLUME DAMPER, TYPICAL BRANCH DUCT CONNECTION SCALE: NONE 1 HOUR GYPSUM WALLBOARD ASSEMBLY~ WOOD OR STEEL 15' MAX 'A' ~ X" RADIUS `3'-O'~ 'B' CFM ~-y~. I ,p . DIVIDED FLOW BRANCH SCALE: NONE MAIN DUCT I AIR CFM Z" <F FL<~°w 'B' CFM 'A' CFM X" = MINIMUM OF Y" 3M FIRE BARRIER CP 25 CAULK, TYP. THE DAMPER SHALL BE SECURED TO THE COLLAR WITH EITHER 1/2" TACK WELDS, #10 SHEET METAL SCREWS, 1/4" DIA, NUTS AND BOLTS, OR 5/16" STEEL POP RIVETS; ALL 8" ON CENTER. FIRE SEPARATION- RETAINING ANGLES SHALL BE FASTENED TO THE ENTIRE PERIMETER OF PLATE & COLLAR ONLY. USE EITHER 1/2" . TACK WELDS, #10 SHEET METAL SCREWS. 1/4" DIA. NUTS & BOLTS. OR 5/16" STEEL POP RIVETS; ALL 8" ON CENTER. TO ALLOW FOR EXPANSION, DAMPERS SHALL HAVE A TOP CLEARANCE EQUIVALENT TO 1/8" FOR EACH FOOT OF DAMPER HEIGHT. THE SIBE CLE&RANCE SHALL BE 1/8" FOR EACH FOOT OF DAMPER WIDTH DIVIDED EQUALLY TO THE RIGHT AND LEFT OF -- THE COLLAR, THE MAX. CLEARANCE FOR THE TOP AND THE TOTAL OF BOTH SIDES SHALL BE 1/2" EACH. THE RETAINING ANGLES SHALL BE 1 1/2"xl 1/2"x14 GA BENT ANGLE, SO THAT THERE WILL BE A MIN. OF 1" OF OVERALL ON THE FIRE SEPARATION. X 2 ANGLE (TYPICAL) END MAX. 12" DIA. STEEL PIPE OR CONDUIT-- ANNULAR SPACING SEE CHART BELOW NOTES: 1. INSTALL THE FIRE STOP SYMMETRICALLY ON BOTH SIDES OF THE WALL ASSEMBLY. 2. ANNULAR SPACE REQUIREMENTS: MAXIMUM PIPE OR CONDUIT DIAMETER ANNULAR SPACE 1 IN. 0 TO 3/16 IN. 4 IN. 0 TO 1/4 IN. 12 IN. ,3/16 TO 5/16 IN 3. 3M FIRE BARRIER CP 25 CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM EXTENT POSSIBLE WITH A MINIMUM 1/4-1N. DIAMETER BEAD OF CP 25 CAULK APPLIED TO THE PERIMETER OF THE PIPE/CONDUIT AT ITS EGRESS FROM THE WALL. 4. UL THROUGH-PENETRATION FIRE STOP SYSTEM No. 147, CONFIGURATION A. / COLLAR. RETAINING ANGLES SHALL BE SECURED TO/ COLLAR, SLEEVE OR PLATE EITHER 1/2" TACK WELDS, #10 SHEET METAL SCREWS, 1/4" DIA. NUTS & BOLTS, OR 3/16" STEEL POP RIVETS; ALL B" ON CENTER. ZCONNECTING DUCTWORK Z ELECTRIC 120 VOLT ACTUATOR MOUNTED OUTSIDE DUCT SLEEVE POWER & CONTROL WIRING BY ELECTRIC CONTRACTOR. CONNECTION TO FIRE ALARM PANEL (OPTIONAL LOCATION) FUSIBLE (165'F) LINK AND SPRING WILL CLOSE WHEN LINK MELTS CONNECTING GAUGE SHALL BE SAME AS COLLAR GREENHECK FED-25 DAMPER OR EQUAL ACCESS DOOR ~._ COLLAR CONNECTION ALL CONNECTIONS SHALL COMPLY WITH ASHRAE & SMACNA. CONNECTIONS BEIWEEN COLLAR & DUCTWORK SHALL BE BREAKAWAY TYPE SUCH AS "S" SLIP, CRIMP, OR OTHER SLIP TYPE IN ACCORDANCE WITH SMACNA FIRE DAMPER STEEL STUD FRAMED OPENING SEE ARCHITECTURAL SPECI- FICATIONS FOR DIMENSIONS FIRESTOPPING FOR FIRE-RATED GYPSUM PAMPER SCALE: NONE NE GUIDE, 1992. DRAWINGS &. SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Camplglla, Architect, PLLC. (~)Copyright 2008 Thomos Campiglio Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: Snglmeon_togo2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO (212) 666-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 ' Fax, (212) 765-8511 http//www,stedingnyc, com CONSULTANT JAivIES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 12g ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1536 JLA JOB~ OBAE-O0174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED THC DATE 06-11-08 DRAWING MECHANICAL DETAILS SEAL H SHEET NUMBER 72 5 1/2" COPPER DRAIN LINE PIPE TO NEAREST FLOOR DRAIN UNLESS OTHERWISE NOTED AUTOMATIC AIR VENT 1/2" BALL VALVE TOP OF WATER RISER OR HIGH POINT IN PIPING AUTOMATIC AIR VENT NOT TO SCALE REDUCER AIR POCKET FILL SIZE OF PIPE MAX,) / HIGH POINT ON / WATER MAIN / 3/E STEEL OR 1/20,D. COPPER TO DRAIN LOCATION 10" MINIMUM BALL VALVE OR MANUAL VENT COCK (IN ACCESSIBLE LOCATION) MANUAL AIR VENT NOT TO SCALE HOT WATER RISER ANCHOR DETAIL CONDENSATE RECEIVER 1" DRAIN FROM A.C. SECOND FLOAT SWITCH WITH LOW VOLTAGE SWITCH TO BE WIRED TO THE UNIT COMPF PUMP FLOAT OPERATED CONTROL SWITCH TO START & STOP PUMP UNION TO DRAIN RISER 3/8- ~/~ T, ~ ~ BALL VALVE / ~ ~CHECK VALVE -- ~ DRAIN WtTH HOSE CONNECTION TYPICAL CONDENSATE PUMP WATER SUPPLY DRAINS FROM HEELS OF RISER RETURN RISER GATE VALVE FLOW MEASU DEVICE SIMILIAR TO B&G CURCUIT SENSOR //~-3/4`" GLOBE DRAIN VALVE UNION PLUG VALVE WITH LOCKING FLOW PLATE -3/4`" DRAIN WATER SUPPLY MAIN-- WATER RETURN MAIN DRAIN CONNECTION MAIN (RUN AND SPILL TO INDIRECT WASTE)-- HOT WATER RISER AND DRAIN CONNECTIONS (DIRECT RETURN SYSTEMS) NOT TO SCALE PLUO(TYP.) VALVE (2-WAY) UNION (TYP'L~ [ I HW COIL ACCU-FLOW ~ FLOW LIMITER HW COIL CABINET BALANCING VALVE ~h FAN ~ ~ MOTOR BALL VALVE~ ~ ISOLATION (TYF;) HWR -- ~ FLOOR SLAB + ALL PIPING, FI%rINGS & VALVES TO BE ENCLOSED SUPPLY AIR EXTERIOR WALL WALL SLEEVE -- 4`2xl 6 EXTERIOR WALL LOUVER PTAC UNIT HOT WATER PIPING DETAIL RETURN SUPPLY SI PORT TYPICAL 600 RETURN HEAT PUMP SUPPLY PIPING PACKAGE TO CABINET HEATER &: PTAC UNIT COIL 1.1 2. 2.1 3. 3.1 3.2 4`, 4.2 4.3 4.4 4.5 COIL PIP~NO PACKAGES CONTRACTOR SHALL PROVIDE GRISWOLD COIL PIPING PACKAGES WHERE AT EACH HOT WATER COIL OR AS INDICATED ON DRAWINGS. THE PACKAGE WILL INCLUDE AN INLET VALVE AND AN OUTLET VALVE. THE COIL INLET VALVE SHALL INCORPORATE AN INSOLOATION FUNCTION, A UNION, DRAIN AND A PT PORT FOR PRESSURE GAUGE AND THERMOMETER PROBES· INLET VALVES :?' TO 2" SHALL BE OF BRONZE, RATED AT 300 PSI, WITH FNPT ENDS, SIMILAR TO GRISWOLD MODEL ISOLATOR B. INSOLATION SHALL BE OF THE BALL VALVE ~YPE. THE COIL OUTLET VALVE SHALL INCORPORATE AN ISOLATION FUNCTION, A FLOW LIMITER, AIR VENT AND PT PORTS FOR FLOW METERS, PRESSURE GAUGES AND THERMOMETER PROBES. FLOW REGULATION CARTRIDGE ASSMEBLY SHALL BE PRECISION GROUND, LASER CUT, ALL AISI 300 SERIES STAINLESS STEEL, AND SHALL AUTOMATICALLY CONTROL FLOW WATER RATES WITHIN +/- 5% ACCURACY. FOUR OPERATING PRESSURE RANGES SHALL BE AVAILABLE WITH THE MIMIMUM RANGE REQUIRING LESS THAN 1.5 PSID TO ACTUATE THE MECHANISM. NOTE: CIRCUIT SETTERS ARE NOT FLOW LIMITERS AND WILL NOT BE ACCEPTED AS EQUALS. OUTLET VALVES UP TO 2" SHALL BE OF AN ASTM BRASS BODY RATED AT NO LESS THAN 400 PSI AT 250 DEGREES F SIMILAR TO GRISWOLD ISOLATOR R. AVAILABLE FLOW RATES SHALL BE FROM 0.33 GPM TO 4-4.0 GPM. ISOLATOR R SERIES VALVE BODY DESIGN SHALL ALLOW INSPECTION OR REMOVAL OF CARTRIDGE WITHOUT DISTURBING PIPING CONNECTIONS. ISOLATION SHALLB EOF THE BALL VALVE TYpe. ACCESSORIES A QUANTITY OF TWO PORTABLE METER KITS SHALL BE PROVIDED FOR FLOW VERIFICATION. EACH SHALL HAVE A RANGE OF -14.7 TO 150 PSI AND END CONNECTIONS COMPATIBLE WlTHT THE PRESSURE/TEMPERATURE TEST PORTS ON THE FLOW LIMITER VALVE BODY. A QUANITIY OF TWO PROBE TYPE PORTABLE PRESSURE GAUGES SHALL BE PROVIDED. A QUANTITY OF TOW PROBE TYPE PORTABLE TEMPERATURE GAUGES SHLL BE PROVIDED. ALL ITEMS SHALL COME TAGGED AND SHRINK WRAPPED PER TERMINAL UNIT DESIGNATION. NO COIL PIPING PACKAGES SHALL UNTIL ALL TERMINAL UNITS HAVE BEEN APPROVED. DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERSY OF Thomas Compigllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRISTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. (~)CopyGght 2008 Thomos Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG, DEP% DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togop,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUEr MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 666-1858 FAX NO (212} 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE, NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-6511 htr p,//www,sterlingnyc corn CONSULTANT MEP ENGINEERS JAMES, ~ASAJ~A & 11 OVAL DRIVE SUITE 129 ASBOC]A1~S, ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1536 JLA JOB~ 08AE-00174 CEILING HUNG AC UNIT AUXILIARY DRAIN PAN SHALL 16 GAUGE GALVANIZED STEEL WITH ALL SEAMS AND CORNERS WELDED FOR WATERTIGHTNESS. DRAIN PAN SHALL EXTEND A MINUMUM OF 3" PAST AC UNIT ON ALL SIDES.. -~ t NOTES; 1. THIS DETAIL APPLIES TO ALL CEILING HUNG AC UNITS. 2. AUXILIARY DRAIN PAN CORNERS SHALL WELDED WATERTIGHT. 3. COORDINATE DIMENSIONS OF AUXILIARY DRAIN PAN WITH FIELD REQUIREMENTS. 4. FOR CEILING INSTALLATIONS, SUPPORT AC UNIT, CONDENSATE PUMP/RECEIVER UNIT, AND DRAIN PAN INDEPENDENTLY FROM STRUCTURE OVERHEAD. 5. PROVIDE 3/4`" PLUGGED DRAIN AT LOW POINT OF AUXILIARY DRAIN PAN. 6. PROVIDE AUXILIARY CONTACT ON LIQUID DETECTOR FOR INTERFACE WITH THE BUILDING MANAGEMENT SYSTEM WHEN AUXILIARY DRAIN PAN FOR CEILING HUNG AC SCALE: NONE LEAK DETECTOR SHAL SHUT DOWN THE AC UNIT. LOCATE AT LOWEST POINT OF PAN INSIDE SUMP. PUMP AND RECEIVER UNIT. DRAIN PAN SUMP OF SUFFICIENT DEPTH TO ALLOW INSTALLATION OF CONDENSATE PUMP AND RECEIVER BELOW THE LEVEL OF THE AC UNIT. PROVIDE A MIN OF CLEARANCE AROUND PUMP. UNITS DETAIl, MANUAL AIR VENT STRAP ON AQUASTAT WIRED IN SERIES WITH FAN MOTOR STARTER-- COMBINATION BALANCING VALVE/FLOW MEASURING STATION ACOU-FLOW FLOW LIMITER BALL VALVE HOT WATER SUPPLY -- HOT WATER RETURN MOTOR 1" DRAIN WITH HOSE BIB FLOOR HOT WATER CABINET HEATER SCALE: NONE DETAIL UPPER CHORD/~ 'C' CLAMP DUC1 METAL DECK ~ROD (SIZE AS REQUIRED) MOTOR MAXIMUM WEIGHT = lOOIbs. '~'~STEEL ANGLE · VIBRATION ISOLATOR MASON 30N-lO0 FAN FLEXIBLE CONNECTION INLINE FANHANGINGINSTALLATION SCALE: NONE NOTE: SIZE HANGER ROD, UPPER A~rACHMENT, SCREWS TO ADEQUATELY SUPPORT LOAD. CONSULTANT CONSULTANT DRA~NG CLIENT PROd. NO. PROd, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 MECHANICAL DETAILS H 6 SEAL SHEET NUMBER 73 HVAC 31FICATIONS GENERAL 1. WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNMENTAL REGULATIONS AND SHALL BEAR APPROVAL CERTIFICATES AS APPLICABLE. 2, WORK SHALL CONFORM TO THE STANDARD OF THE BUILDING AND BE APPROVED BY THE BUlLDING'S REPRESENTATIVE BEFORE COMMENCING WORK. 5. ALL WORK SHOWN ON THESE PLANS SHALL BE NEW UNLESS SPECIFICALLY CALLED OUT AS EXISTING. 4. PROVIDE ALL CUTTING, PATCHING, FLASHING, COUNTER FLASHING, SLEEVES AND SEALS REQUIRED FOR WORK UNDER THIS CONTRACT UNLESS OTHERWISE NOTED, 5. ROOF PENETRATIONS SHALL BE MINIMUM REQUIRED FOR DUCTWORK PENETRATION ONLY. DO NOT REMOVE ANY OTHER ROOFING MATERIAL. SEAL AROUND DUCTWORK PENETRATION TO LIMIT SOUND TRANSMISSION. 6. SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS AND WALLS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL. NOTICE TO BIDDERS 1. THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS UPON WHICH THE CONTRACTOR SHALL SUBMIT A CONTRACT PRICE FOR THE MATERIAL AND LABOR PROVISIONS. 2. WHEN CONFLICTS OCCUR IN THE SPECIFICATIONS OR IN THE DRAWINGS, OR 8ETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED. PROVIDE WRI~FEN REQUEST TO THIS OFFICE IN A TIMELY FASHION FOR CLARIFICATION AS REQUIRED. 3. THE CONTRACTOR SHALL COORDINATE THE WORK OR ADJUST SAME TO THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS DO NOT OCCUR. 4. THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED SIMULTANEOUSLY WITH THE WORK OF OTHER TRADES, SO AS NOT TO DELAY THE OVERALL PROGRESS OF WORK CONFLICTS IN SPACE LOCATIONS DO NOT OCCUR. 5. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK SHALL BE NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON THE DRAWINGS THIS CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEW WORK, AND INCLUDE ALL MATERIALS AND LABOR IN HIS BID PRICE. NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO SO. 6. THE DRAWINGS ARE DIAGRAMMATIC AND SHOW THE GENERAL ARRANGEMENT OF THE VENTilATION AND AIR CONDITIONING SYSTEMS. DETAILS OF CONSTRUCTION AND OF WORKMANSHIP WHERE NOT SPECIFICALLY DESCRIBED HEREIN OR INDICATED ON THE DRAWINGS SHALL BE SUBJECT TO THE ENGINEER'S APPROVAL. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE COMPLETE SYSTEMS, LEFT IN GOOD WORKING ORDER, READY FOR OPERATION, INCLUDING NECESSARY LABOR AND MATERIALS, WHETHER OR NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR MENTIONED HEREIN. IT IS NOT THE INTENTION OF THESE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO ~NSTALL HIS WORK IN SUCH A MANNER TO AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER COST OR INSTRUCTIONS. 7. BEFORE SUBMITTING PROPOSAL BIDDERS SHALL CAREFULLY EXAMINE FIELD CONDITIONS AND CONTRACT DRAWINGS OF ALL TRADES. SUBMISSION OF PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT REQUIRED EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR EXTRA LABOR, EQUIPMENT AND MATERIALS REQUIRED DUE TO DIFFICULTIES WHICH COULD HAVE BEEN FORESEEN, WILL NOT BE RECOGNIZED. B. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER. RESTORE EXISTING WORK DISTURBED WHILE INSTALLING NEW WORK TO A CONDITION ACCEPTABLE TO THE ENGINEER. 9. SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS AND WALLS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL. 10. DAILY DURING CONSTRUCTION, THE MECHANICAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND EXCESS MATERIAL ACCUMULATED AS A RESULT OF HIS OPERATIONS. ALL EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE WIPED CLEAN OF DUST AND DEBRIS BEFORE FINAL ACCEPTANCE BY THE OWNER, 11. BEFORE COMPLETION OF THIS PROJECT, THE MECHANICAL CONTRACTOR SHALL TEST ALL EQUIPMENT WHICH NORMALLY REQUIRES OPERATION, ALL EQUIPMENT SHALL BE OPERATED SUFFICIENTLY LONG TO PROVE TO THE OWNER THAT EACH UNIT PERFORMS SATISFACTORILY AND MEETS THE REQUIREMENTS SPECIFIED. 12. REVIEW WITH THE ENGINEER AND THE BUILDING MANAGER ANY CONDITION WHICH PREVENTS ADEQUATE ACCESSIBILITY FOR MAINTENANCE PRIOR TO INSTALLATION OF THE WORK. ALL EQUIPMENT AND/OR ACCESSORIES THAT ARE INSTALLED WITHOUT PROPER ACCESS, IN THE OPINION OF THE BUILDING MANAGER, AND INSTALLED WITHOUT THE BUILDING MANAGER'S AND/OR ENGINEER'S APPROVAL, SHALL BE REMOVED AND REVISED AS DIRECTED BY THE BUILDING MANAGER AND/OR ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 13. THIS CONTRACTOR SHALL REPAIR AND RESTORE TO ORIGINAL CONDITION ANY EXISTING EQUIPMENT OR MATERIALS DAMAGED IN THE PROCESS OF INSTALLATION, TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVES. SCOPE OF WORK 1. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY FOR A COMPLETE SAFE INSTALLATION OF ALL WORK INDICATED IN CONTRACT DOCUMENTS, IN FULL CONFORMITY WITH REQUIREMENTS OF BUILDING CODES AND OF ALL AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: a. DEMOLITION AND REMOVAL FROM SITE OF EXISTING EQUIPMENT, DUCTWORK AND ACCESSORIES AS NOTED. b. THREE (3) NEW PACKAGED ROOFTOP AC UNITS. c. ELEVEN (11) HEAT PUMP SPLIT SYSTEMS d. NEW HOT WATER PTAC UNITS. e. NEW HOT WATER CABINET HEATERS f. NEW LOW PRESSURE DUCTWORK AND ACCESSORIES, g. INSULATION OF NEW AND EXISTING DUCTWORK SERVING THIS AREA. PATCH EXISTING ~NSULATION AS REQUIRED. h. NEW DIFFUSERS AND GRILLES. LNEW EXHAUST FANS AND CONTROLLER. NEW THERMOSTATS AND CONTROLS k. RECORD DRAWINGS I. TESTING AND BALANCING OF SYSTEMS AND FURNISHING BALANCING REPORT. m. STORING AND PROTECTION OF EQUIPMENT AND/OR APPURTENANCE SPECIFIED HEREIN. n. CU]71NG AND ROUGH PATCHING REQUIRED FOR THE WORK OF THIS TRADE. SHOP DRAWINGS AND EQUIPMENT SUBMISSIONS PRIOR TO ORDERING EQUIPMENT OR START OF INSTALLATION OF SYSTEM COMPONENTS, SUBMIT REQUIRED OR REQUESTED SHOP DRAWINGS FOR ALL EQUIPMENT, INSULATION, PIPING, MATERIALS, SHOP STANDARDS, FITRNGS, ACCESSORIES AND SYSTEMS FOR REVIEW PRIOR TO INSTALLATION. SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS. FOR DRAWINGS LARGER THAN B 1/2" X 11" OR IF ADDITIONAL COPIES ARE REQUESTED AND/OR REQUIRED, A REPRODUCIBLE ORIGINAL SHALL BE SUBMITTED WITH PRINTS. ANY WORK INSTALLED WITHOUT SHOP DRAWING REVIEW BY ENGINEER SHALL BE REMOVED AND REPLACED WITH PROPER EQUIPMENT AT THIS CONTRACTOR'S EXPENSE. 2. SHEET METAL AND PIPING SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: o. FIELD MEASURED DRAWINGS. ARCHITECTURAL/ENGINEERING BACKGROUNDS ARE NOT ACCEPTABLE. b. DRAWING SCALE SHALL BE MINIMUM 3/8" = 1'-0" c. BoTroM OF DUCT ELEVATIONS d. INDICATE STEEL, BAR dOISTS, LIGHTING FIXTURES, DIFFUSERS, GRILLES, REGISTERS, SPRINKLER HEADS, ACCESS PANELS, ETC... e. DRAWINGS SHALL INDICATE ALL DIMENSIONS, SHOP STANDARDS, MATERIALS OF CONSTRUCTION AND METHODS OF ASSEMBLY. 3. EQUIPMENT, ASSOCIATED DEVICES AND MATERIALS SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING: o. EQUIPMENT CUT SHEETS AND DATA SHEETS THAT INDICATE CAPACITIES AND PERFORMANCE DATA. b. IN Lb41ER FORM, MANUFACTURER'S NAMES FOR ACCESSORIES AND INCIDENTALS NOT COVERED BY SHOP DRAWINGS. c, ELECTRIC WIRING DIAGRAMS AND AUTOMATIC CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. THE WIRING DIAGRAMS MUST BE COMPLETE AND COORDINATED WITH THE EQUIPMENT ACTUALLY INSTALLED. 4, SUBMIT A SCHEDULE OF DIFFUSERS, GRILLES AND REGISTERS WITH MANUFACTURERS' MODELS, SIZES, AIR VOLUME, THROW, NOISE CRITERIA, ACCESSORIES, FINISHES, ETC... a. IT IS THIS CONTRACTOR'S RESPONSIBILI~( TO COORDINATE BORDER/FRAME TYPE OF AIR DEVICES SUCH THAT IT IS COMPATIBLE WITH CEILING AND/OR GRID INDICATED ON LATEST ARCHITECTURAL DRAWINGS. SUBSTITUTIONS 1. BASE ALL BIDS ON THE EQUIPMENT AND MANUFACTURERS LISTED. IF SUBSTITUTION IS PROPOSED, MAKE APPLICATION TO THE OWNER IN WRITING STATING THE COST DIFFERENTIAL ~NVOLVED. a. IT IS THE INTENT OF THESE SPECIFICATIONS THAT WHEREVER A MANUFACTURE IS SPECIFIED AND SUBSTITUTIONS ARE MADE, THEY SHALL CONFORM IN ALL RESPECTS TO THE SPECIFIED ITEM. CRITERIA AS DELINEATED FOR EQUIPMENT SHALL BE INTERPRETED AS MINIMUM PERFORMANCE REQUIREMENTS. b. APPROVAL OF SUBMISSIONS DOES NOT CONSTITUTE A REMOVAL OF CONTRACTOR'S OBLIGATION TO PROVIDE A COMPLETE AND PROPERLY FUNCTIONING SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SUITABLE CORRECTIONS TO INSTALLATIONS MADE IN ERROR DUE TO THEIR LACK OF COORDINATION WITH FIELD CONDITIONS, ACCESS REQUIREMENTS OF NEW AND EXISTING EQUIPMENT, NEW WORK OF OTHER TRADES OR LACK OF UNDERSTANDING OF PROPER SYSTEM FUNCTION. c. SUBMISSION OF ANY SUBSTITUTIONS NOT PREVIOUSLY APPROVED WITH BID SHALL BE ACCOMPANIED BY LETTER EXPLAINING REASON AND APPLICABLE CREDIT. CONTRACTOR SHALL BEAR ASSOCIATED COSTS FOR REVISING AND RE-FILING OF DRAWINGS AS A RESULT OF SUBSTITUTION. AS-BUILT DRAWINGS 1. AT THE COMPLETION OF PROJECT PROVIDE "AS-BUILT" DRAWINGS CONSISTING OF A COMPLETE SET OF MYLAR TRANSPARENCIES, DEPICTING IN A NEAT AND ACCURATE MANNER, EXACTLY HOW ALL SYSTEMS WERE INSTALLED AND A COMPLETE RECORD OF ALL CHANGES MADE TO THE ORIGINAL DESIGN OF THE WORK. DUCT AND PIPING DRAWINGS SHALL BE DOUBLE LINE. DRAWINGS SHALL PROVIDE AN ACCURATE AND COMPLETE RECORD OF THE WORK AS INSTALLED. 2, TWO (2) COPIES OF CONTRACT CLOSE-OUT DOCUMENTS SHALL BE SUBMITTED IN A THREE-RING BINDER LABELED CLEARLY WITH PROJECT NAME AND ADDRESS. CONTENTS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: a. A MINIMUM OF FOUR (4) SETS OF DETAILED CONSTRUCTION SHOP DRAWINGS FOR DUCTWORK LAYOUT, PIPING LAYOUT, EQUIPMENT AND SYSTEMS. DRAWINGS SHALL INDICATE ALL DIMENSIONS, SHOP STANDARDS, MATERIALS OF CONSTRUCTION AND METHODS OF ASSEMBLY. DRAWINGS SHALL BE AT A 3/B'= 1'-0" SCALE. b. PIPING SHOP DRAWING PREFERABLY OVERLAID WITH SHEET METAL DRAWING, INCLUDE ELEVATIONS EQUIPMENT PIPED AND ISOLATION VALVE LOCATIONS. c. HVAC EQUIPMENT INCLUDING OPERATING AND MAINTENANCE INSTRUCTIONS, WARRANTIES AND ENGINEERING DATA. d. AIR AND WATER BALANCING REPORTS WITH RAISED STAMPED SEAL FROM LICENSED BALANCER. e. ALL OF THE ABOVE SHALL BE IN ACCORDANCE WITH ENGINEER'S COMMENTS DURING THE SUBMISSION PROCESS. G. OPERATING AND MAINTENANCE INSTRUCTIONS 1. AFTER FINAL TEST AND ADJUSTMENTS FULLY INSTRUCT OWNER'S OPERATING PERSONNEL IN ALL DETAILS OF OPERATION FOR EQUIPMENT INSTALLED. A SIGNED RECEIPT THAT SHALL BE OBTAINED FROM THE OPERATOR SHALL BE CONSTRUED AS EVIDENCE THAT INSTRUCTIONS WERE SATISFACTORY. 2. OPERATING AND MAINTENANCE MANUAL SHALL INCLUDE THE FOLLOWING: a. FURNISH TWO (2) COPIES OF WRt]]'EN DESCRIPTIONS OF ALL SYSTEMS COVERING ALL MANUAL OPERATING AND MAINTENANCE PROCEDURES, AUTOMATIC CONTROL DESCRIPTIONS AND AUTOMATIC CONTROL TEMPERATURE AND PRESSURE SETTINGS. WRIITEN DESCRIPTIONS SHALL INCLUDE LUBRICATION SCHEDULES, PARTS LIST, PERFORMANCE SERVICE FOR EQUIPMENT, FILTER SIZE/QUANTITY SCHEDULE, ETC. WHEN MANUFACTURERS' STANDARD INSTRUCTIONS ARE UTILIZED, THEY SHALL BE CLEARLY MARKED. b, NEW EQUIPMENT INSTALLATION MANUALS THAT INCLUDE MANUFACTURER'S EQUIPMENT PARTS LIST OF ALL FUNCTIONAL COMPONENTS OF THE SYSTEM LISTED ON THE EQUIPMENT SCHEDULES, DRAWINGS, CONTROL DIAGRAMS AND WIRING DIAGRAMS OR CONTROLLERS, LIST SHALL GIVE SYSTEM NUMBER, UNIT NUMBER, MANUFACTURER'S MODEL NUMBER, AND MANUFACTURER'S DRAWING NUMBER, c, FURNISH ONE CLEAN COPY OF EACH FULLY CORRECTED AND PROCESSED SHOP DRAWING. H. CODES, PERMITS AND INSPECTIONS 1. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF THE NEW YORK CITY BUILDING CODE, AS WELL AS ALL NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES HAVING JURISDICTION OF THE WORK OF THIS PROJECT. 2. ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS. ,3. COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS. 4. COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS. 5. ANY ELECTRICAL INSTALLATION PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL LOCAL AND STATE CODES IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC). 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK, I. CODE APPROVAL 1. UPON COMPLETION OF THIS VENTiLATING SYSTEM, A TEST SHALL BE CONDUCTED IN THE PRESENCE AND UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT BEFORE THE SYSTEM IS APPROVED, THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT WHO CONDUCTS THE TEST SHALL CERTIFY THAT THE SYSTEM COMPLIES WITH APPLICABLE LAWS AND SHALL ALSO FILE WITH THIS CERTIFICATION A REPORT OF THE TEST. THE TEST AND REPORT SHALL BE MADE IN A MANNER SATISFACTORY TO THE OWNERS REPRESENTATIVE. 5. A STATEMENT SHALL BE FILED BY THE OWNER THAT THE VENTILATION SYSTEM WILL BE KEPT IN CONTINUOUS OPERATION AT ALL TIMES DURING NORMAL OCCUPANCY OF THE STRUCTURE THAT'S PROVIDED IN THE APPLICABLE SECTIONS OF THE CODE. 4. FIRE DAMPERS SHALL BE APPROVED BY THE BOARD OF STANDARDS AND APPEALS AND SHALL BEAR THE UNDERWRITER'S LABORATORIES (UL) SEAL AS REQUIRED. 5. VENTILATION SYSTEM INSTALLED WILL COMPLY WITH RULES OF THE BUILDING DEPARTMENT IN EFFECT. J, GUARANTEE AND SERVICE 1. THIS CONTRACTOR SHALL GUARANTEE AND SERVICE THE ENTIRE INSTALLATION FOR A PERIOD OF ONE yEAR FROM THE DATE OF THE FINAL ACCEPTANCE OF THE INSTALLATION. 2. THIS CONTRACTOR SHALL, DURING THE PERIOD OF THE GUARANTEE, REPLACE OR REPAIR AT CONTRACTORS EXPENSE ANY PIECE OF EQUIPMENT AND/OR MATERIAL THAT IS FOUND TO BE DEFECTIVE. THE REPLACEMENT OR REPAIR SHALL BE PERFORMED THE SAME DAY OF NOTIFICATION IN AN EMERGENCY FASHION WHEN NOTIFIED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THIS CONTRACTOR SHALL ALSO REPAIR ALL DAMAGE TO SURROUNDING WORK CAUSED BY THE FAILURE, REPAIR OR REPLACEMENT OF DEFECTIVE EQUIPMENT. 3. ALL REFRIGERATION COMPRESSORS SHALL HAVE A FACTORY GUARANTEE INCLUDING PARTS AND LABOR FOR FIVE YEARS TOTAL FROM DATE OF FINAL ACCEPTANCE. 4. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTEB THE EQUIPMENT, BALANCED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENT OF THE DRAWINGS ANB SPECIFICATIONS, ANB HAS FURNISHEB ALL THE REQUIREB CERTIFICATES OF INSPECTION ANB APPROVALS. K. SPECIAL CONDITIONS 1. THIS CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 2. EQUIPMENT DELIVERIES AND USE OF FREIGHT ELEVATORS SHALL BE SCHEDULED WITH MANAGEMENT TO AVOID INCONVENIENCE TO BUILDING OPERATION AND TO OWNER. 3. DURING CONSTRUCTION, ALL RETURN AIR OUTLETS SHALL BE COVERED WITH GAUZE MESH AND TAPED SECURELY TO PREVENT THE ENTRANCE OF DUST AND CONSTRUCTION DEBRIS INTO THE AIR DUCT SYSTEMS. 4. CLEAN, SERVICE, REPAIR OR REPLACE AS NECESSARY ALL VARIABLE AIR VOLUME BOXES, SUPPLY AIR PRV DAMPERS, BUILDING REHEAT COILS, ETC., SERVING THE INTENDED SPACE UNDER CONSTRUCTION. 5. DISCONNECT SMOKE DETECTORS AT EACH RETURN AIR INTAKE AS REQUIRED. WHEN WORK IS COMPLETED, REINSTALL AND RECONNECT TO BUILDING FIRE ALARM CONTROL PANEL. WORK INCLUDED UNDER OTHER SECTIONS OF WORK 1. ITEMS OF WORK WHICH SHALL BE INCLUDED UNDER OTHER SECTIONS OF WORK ARE AS FOLLOWS: 2. ACCESS DOORS IN FINISHED CONSTRUCTION 3. ELECTRICAL WIRING FOR POWER 4. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR. THIS CONTRACTOR SHALL INSTALL IN AIR SYSTEMS AS REQUIRED. 5. FINISH PAINTING OF EQUIPMENT (EXCEPT FACTORY SUPPLIED AND SPECIFIED). 6. CONCRETE FOUNDATIONS, BASES OR CURBS 7. SUB-FLASHING OF ROOF OPENINGS. ACCESS DOORS IN FINISHED CONSTRUCTION THIS CONTRACTOR SHALL PREPARE A LIST OF ALL ACCESS DOORS REQUIRED FOR PROPER OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, CONTROLS, AND OTHER SIMILAR DEVICES INSTALLED UNDER THIS CONTRACT, PRIOR TO INSTALLATION OF WALLS AND CEILINGS THIS CONTRACTOR SHALL SUITABLY FIELD TAG AND IDENTIFY ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, ETC., WHICH REQUIRE ACCESS DOOR PROVISIONS. GENERAL CONTRACTOR SHALL PROVIDE ACCESS DOORS IN FINISHED CONSTRUCTION. 2. ACCESS DOORS SHALL BE AT LEAST 16"X16" WITH AIRTIGHT HINGED AND SHALL HAVE A FLUSH OPERATING CAM LATCH LOCKING BEVICE. THE DOORS SHALL MANUFACTURED BY KARP ASSOCIATION. a. FOR WALLS AND ACOUSTICAL CEILING TILES PROVlBE KARP DSC-214M b. FOR PLASTER CEILINGS PROVIDE KARP KSTDW c. FOR FIRE RATEB INSTALLATIONS PROVIDE WITH FIRE RATEB ACCESS DOOR d. COLOR, FINISH, SIZE AND EXACT LOCATION SHALL BE REVIEWED BY ARCHITECT METAL DUCTS 1, SHEET METAL DUCTWORK FOAM GASKETS. THE DOORS SHALL BE PIANO BE AS a. FURNISH, INSTALL AND FABRICATE ALL DUCTWORK IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW PRESSURE AND MEDIUM PRESSURE DUCT CONSTRUCTION STANDARD MANUALS, USING PRIME SHEETS OF GALVANIZED STEEL. 1) GALVANIZED STEEL DUCTS SHALL COMPLY WITH: ASTM A525 AND ASTM A527 GALVANIZED STEEL SHEET, LOCK-FORMING QUALITY, HAVING GCO ZINC COATING IN CONFORMANCE WITH ASTM A90. 2) ALUMINUM DUCTS SHALL COMPLY WITH: ASTM B209; ALUMINUM SHEET, ALLOY 3003-H14. ALUMINUM CONNECTORS AND BAR STOCK: ALLOY 6061-T6 OR OF EQUIVALENT STRENGTH. b. CONSTRUCT T'S, BENDS, AND ELBOWS WITH A FULL RADIUS THROAT OF NOT LESS THAN 1-1/2 TIMES WIDTH OF DUCT ON CENTERLINE. WHERE NOT POSSIBLE DUE TO LIMITED SPACE AND WHERE RECTANGULAR ELBOWS ARE USED, PROVIDE DOUBLE AIR FOIL TURNING VANES ON MAXIMUM 4" CENTERS. WHERE ACOUSTICAL LINING IS INDICATEB, PROVIDE TURNING VANES OF PERFORATEB METAL WITH GLASS FIBER INSULATION. NO SHARP ANGLEB FITTINGS (MORE THAN 15 DEGREES) SHALL BE USEB. c. ALL DUCT SYSTEMS SHALL BE TIGHT ANB FREE FROM LEAKS ANB VIBRATION. ALL JOINTS IN DUCTWORK SHALL BE SEALEB AIRTIGHT WITH APPROPRIATE DUCT SEALERS, WRAPPED WITH BUCT TAPE ANB COATEB WITH A SECOND COAT OF SEALER. THIS INCLUDES ALL SUPPLY, RETURN ANB EXHAUST BUCTWORK. BUOT SEALER 3M No.900 SHALL BE USED AND SHALL BE TESTED FOR AIR TIGHTNESS AFTER INSTALLATION. MAINTAIN A LEAKAGE RATE OF NO GREATER THAN 1) TOTAL AIR VOLUME FOR LOW PRESSURE BUCT SYSTEMS SHALL BE AT LEAST 95% OF FAN SUPPLY WHEN MEASUREB BY DUCT TRAVERSES TAKEN WITH A PITOT TUBE AND WATER MANOMETER. d. INCREASE DUCT SIZES GRADUALLY, NOT EXCEEDING 15 BEGREES BIVERGENCE UPSTREAM OF EQUIPMENT AND 45 DEGREES CONVERGENCE DOWNSTREAM. e. DRIVE SLIPS ANB SNAP LOCK CONNECTIONS ARE NOT PERMITTEB. E DUCTWORK LAYOUTS AND ROUTES AS SHOWN ON THE BRAWING ARE SCHEMATIC; THEREFORE, CHANGES IN DUCT SIZES AND/OR LOCATIONS SHALL BE MADE WHERE NECESSARY TO CONFORM TO SPACE CONDITIONS OR OBTAIN MAXIMUM HEADROOM CONDITIONS WITHOUT ADDITIONAL COST TO THE OWNER. g. FLEXIBLE DUCT SHALL BE SEMI-RIGID CONSTRUCTION CAPABLE OF BEING EASILY FORMED INTO REQUIRED OFF-SETS WITHOUT SUBSEQUENT SAGGING OR DROOP, CLEVAFLEX TYPE 12 AS MANUFACTURED BY CLEVEPAK CORPORATION (MEA #114-72-M) OR OTHER APPROVED EQUAL. ALL ROUND TAKE-OFFS SHALL BE MADE WITH SPIN COLLAR TYPE "DSC", AS MANUFACTURED BY CLEVEPAK CORPORATION. INSTALLATION SHALL BE FACTORY INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ALL SUCH TAKE-OFFS SHALL BE SEALEB WITH A SUITABLE BUCT SEALER TO PREVENT AIR LEAKAGE. h. AIR DIFFUSERS AND GRILLES SHALL BE LOCATED IN CONFORMANCE TO ARCHITECTURAL REFLECTED CEILING PLANS, 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE LOCATED IN THE CENTER OF CEILING TILE, EXTEND DUCTWORK AS REQUIRED. 2) CENTER AND LOCATE AIR OUTLETS/INLETS IN A NEAT AND SYMMETRICAL MANNER. EXTEND DUCTWORK AS REQUIRED. i. WHERE DUCTS ARE SPECIFIED OR INDICATED ON PLAN TO BE ACOUSTICALLY LINED, THE DUCT SHALL BE INCREASED IN SIZE SO THAT THE CLEAR INSIDE LINING DIMENSIONS MATCH THE DUCT SIZES ON THE DRAWINGS. DISHWASHER EXHAUST DUCTWORK o. THIS CONTRACTOR TO PROVIDE NEW STAINLESS STEEL EXHAUST DUCTWORK TO BE CONSTRUCTED AS FOLLOWS: 1) NEW EXHAUST DUCTWORK TO BE CONSTRUCTED OF 14 GAUGE STAINLESS STEEL. b. ALL SEAMS ARE TO BE CONSTRUCTED IN A MANNER TO PREVENT CONDENSATE LEAKAGE AND AS SHOWN IN THE DISHWASHER EXHAUST DUCTWORK CONNECTION DETAIL. THIS CONNECTION WILL UTILIZE THE FOLLOWING. 1) 2" WIDE INTERNAL BUTI' STRAPS. 2) DUCTWORK CORNER EDGE SEAM TO BE LOCATED ON THE TOP SIDE OF THE DUCTWORK. 5) MIG-WELD ALL SEAMS. THE WELDS ARE TO BE A CONTINUOUS BEAD ON ALL FOUR SIDES OF THE DUCTWORK. c. FIRST TEST: 1) PRESSURE TEST DUCTWORK FOR LEAKAGE AFTER THE WELDING IS COMPLETE AND BEFORE SEALANT IS APPLIED. 2) COAT ALL CONCEALED CONNECTIONS AND SEAMS WITH SEALANT AS MANUFACTURES BY ELGEN, TYPE SN-RB. SEALANT TO BE APPLIED IN THREE LAYERS WITH FIBERGLASS GAUZE MESHING BETWEEN EACH LAYER. d. SECOND TEST: 1) PRESSURE TEST DUCTWORK FOR LEAKS AFTER THE SEALANT HAS CURED FOR 48 HOURS. 2) PROVIDE NEW VENT STACKS WITH VOLUME DAMPERS. STACKS MUST BE OF WATERTIGHT CONSTRUCTION AND MADE AS PER MANUFACTURERS SPECIFICATIONS FOR VENT OPENING SIZES AND GAUGE. 5) ALL LOW POINTS IN THE DUCTWORK TO BE PROVIDED WITH 1" X 3" X (WIDTH OF DUCT) DRAIN POCKETS. THESE POCKETS WILL HAVE 1" CONDENSATE RUN-OFF PIPING, TO BE GRAVITY RUN TO NEAREST DRAIN LOCATION. COORDINATE DRAIN LOCATION WITH BUILDING (SEE DRAIN POCKET DETAIL). POCKET LOCATIONS TO BE DETERMINED IN FIELD. SHOWER EXHAUST a, PROVIDE ALUMINUM DUCTWORK FOR FIRST 6 FEET OF DUCT. PITCH ALUMINUM DUCTWORK A MINIMUM OF 1/4" PER FOOT BACK TOWARDS AIR OUTLET. AIR OUTLET SHALL BE THE SAME TYPE/MANUFACTURER AS SPECIFIED ON EXHAUST GRILLE SCHEDULE EXCEPT CONSTRUCTED OF ALUMINUM. ROUND DUCTWORK 2. 3. 4. 5. 6. 7. B. 9. 12. a. ALL ROUND DUCTWORK SHALL BE CONSTRUCTED FROM A "PAINT GRIP" GALVANIZED STEEL WITH SPIRAL WOUND SEAM. DUCTWORK SHALL BE PROVIDE WITH ONE INCH THICK ACOUSTICAL FIBERGLASS BLANKET AND PERFORATED METAL LINER. ACOUSTICAL LINING SHALL HAVE THERMAL CONDUCTIVITY "K" FACTOR OF 0.27 BTU/HR/DEGREES F/SQ.FT. b. ALL ROUND DUCTWORK SHALL BE CONNECTED TO ONE ANOTHER WITH SLIP JOINTS AND POP RIVETED TOGETHER IN SYMMETRICAL ORDER. ALL DUCT TO DUCT JOINTS SHALL BE MADE WITH SPIRAL SEAM ROTATED SO THAT THE SEAM FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. c. ALL ELBOWS SHALL BE STANDING SEAM GORED ELBOWS ACOUSTICAL LINED WITH PERFORATED METAL LINER. d. ALL REDUCTIONS IN DUCT RUNS HALL BE MADE WITH CONCENTRIC REDUCERS. e. ALL TAPS FOR BRANCH DUCTWORK SHALL BE MADE WiTH STRAIGHT BODY 90 DEGREE CONICAL TAP AND VOLUME DAMPER. f. ALL DIFFUSER COLLARS SHALL BE ATFACHED TO DUCTWORK WITH POP RIVETS WITH A FINISHING FILET OF ELASTOMER SEALER APPLIED TO THE COLLAR DUCT JUNCTION. g. ALL EXPOSED GALVANIZED ROUND DUCTWORK TO BE PAINTED SHALL BE PRIMED WITH GLIDDEN #5229 GALVANIZED PRIMER OR APPROVED EQUAL. HIGH PRESSURE DUCTWORK HIGH PRESSURE DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS FOR WG CONSTRUCTION TO MAINTAIN A LEAKAGE RATE OF NO HIGHER THAN 5% OF AIR VOLUME. APPLY DUCT SEALANT TO ALL TRANSVERSE SEAMS AND JOINTS. TOTAL AIR VOLUME FOR LOW PRESSURE DUCT SYSTEMS SHALL BE AT LEAST 95~.. OF FAN SUPPLY WHEN MEASURED BY DUCT TRAVERSES TAKEN WITH A PITOT TUBE AND WATER MANOMETER. DRIVE SLIPS AND SNAP LOCK CONNECTIONS ARE NOT PERMI~I'EO. DIFFUSERS, REGISTERS AND GRILLES PROVIDE ALL AIR DISTRIBUTION DEVICES INCLUDING DIFFUSERS, GRILLES AND REGISTERS AS SPECIFIED ON DRAWING SCHEDULE. ALL SIZES, AIR DISTRIBUTION PA~fERNS AND AIR VOLUME CAPACITIES SHALL BE AS SPECIFIED IN THE SCHEDULES AND/OR THE PLANS. ALL DIFFUSERS, REGISTER, GRILLES AND LINEAR SLOTS SHALL HAVE A NOISE CRITERIA LESS THAN 27. AIR SUPPLY REGISTERS SHALL BE PROVIDED WITH ADJUSTABLE DOUBLE DIRECTION BLADES WITH THE OUTER BLADES PARALLEL TO THE LONG/SHORT DIMENSION. PROVIDE KEY OPERATED OPPOSED BLADE DAMPERS FIXEDLY ATTACHED TO THE GRILLES, AIR RETURN GRILLES AND REGISTERS SHALL BE PROVIDED WITH FIXED FACE LOUVERS PARALLEL TO THE LONG DIMENSION AND SET AT 45 DEGREE ANGLE. FOR REGISTERS, PROVIDE KEY OPERATED OPPOSED BLADE DAMPERS FIXEDLY A~q'ACHEB TO THE GRILLES. ALL AIR OUTLETS SHALL BE STEEL OR ALUMINUM CONSTRUCTION AND SHALL BE FACTORY PAINTED WITH ACRYLIC WHITE ENAMEL PAINT FINISH. COLOR AND FINISHES FOR ALL OUTLETS TO BE SELECTED BY ARCHITECT. ALL CEILING TYPE AIR BIFFUSERS SHALL BE PROVIBED WITH EQUALIZING GRID AND ADJUSTABLE NECK VOLUME BAMPER. VOLUME BAMPER AT NECK IS IN ABBITION TO THAT REQUIREB AT BRANCH, COORDINATE BORDER/FRAME TYPE OF AIR BEVICES SUCH THAT IT IS COMPATIBLE WITH CEILING AND/OR GRID INDICATED ON LATEST ARCHITECTURAL DRAWINGS. DIFFUSER SHOWN ON DIFFUSER SCHEDULE SHALL BE CHANGED TO MATCH EXISTING DIFFUSER TYPE WHERE EXISTING DIFFUSERS ARE REMAINING, THIS CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING AND MUST ATTAIN APPROVAL. WHERE INDICATED ON WITH A FUSIBLE LINK LABORATORIES. DRAWINGS, REGISTERS INDICATED AS UNDERWRITERS' APPROVED SHALL BE FURNISHED SELF-CLOSING REGISTER HAVING FUSIBLE LINK APPROVED BY UNDERWRITERS' LINEAR GRILLES AND DIFFUSERS SHALL BE PROVIDED IN MILL FINISH OR PAINTED FINISHES AS DIRECTED BY THE ARCHITECT. ALL LINEAR DIFFUSERS SHALL BE PROVIDED WITH PATTERN CONTROL VANES. ALL UNUSED PORTIONS OF SUPPLY LINEAR DIFFUSERS SHALL BE BLANKED-OFF WITH SHEET METAL. BLANKED-OFF SHEET METAL SECTION FLAT BLACK. PROVIDE ALL LINEAR DIFFUSERS WITH A REMOTE OPERATED OPPOSED BLADE DAMPER AND A 3-FOOT (MINIMUM) FLEXIBLE ADJUSTMENT CABLE WITH 1/8-INCH KEY OPERATOR BY YOUNG REGULATOR, ALL AIR INLETS AND OUTLETS SHALL HAVE A NOISE CRITERIA LESS THAN 27. PAINT (HVAC SPECIFICATIONS CONTINUED, SEE DRAWING H8) KEY L PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN. THE PROPERTY OF Thomas Campiglla Architect. PLLC. DCA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Camplglla ArchRect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE. Thomas Compiglio. Architect, PLLC. (C~copyright 2008 Thomoa Camplglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 iSSUED TO BID 8/12/08 ISSUED TO BLDG. DEPL DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: snglmeon_togo2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL, NO. (212) 686-1858 FAX NO (212} 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 Fax' (212) 765-8511 hltp.//www.sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1586 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO, 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING SPECIFICATIONS, SHEET 1 SEAL H SHEET NUMBER 74 DUCTWORK ACCESSORIES 1, ALL BRANCHES AND TAKE-OFFS SHALL BE EQUIPPED WITH OPPOSED BLADE TYPE VOLUME DAMPERS. 2. PROVIDE DAMPERS WHERE REQUIRED FOR PROPERLY BALANCING THE SYSTEM, WITH LOCKABLE, MARKED QUADRANT. DAMPERS SHALL BE OF THE SAME MATERIAL AS THE DUCT IN WHICH THEY ARE INSTALLED AND SHALL BE SUPPLIED AT THE JUNCTION OF A MAIN DUCT AND EACH BRANCH DUCT. S. TURNING VANES: FABRICATE TO COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE". FLEXIBLE CONNECTORS: GLASS FABRIC DOUBLE COATED WITH POLYCHLOROPRENE. MINIMUM WEIGHT; 26 OZ./SQ. YD. 5. DUCT SMOKE DETECTOR SHALL BE INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE SMOKE DETECTOR. UPON ACTIVATION CORRESPONDING AIR HANDLER SHALL SHUT DOWN AND ALARM SIGNAL SHALL BE SENT TO BUILDING FACP. 6. WHERE SHOWN ON DRAWINGS AND UNLESS OTHERWISE SPECIFIED, OUTDOOR LOUVERS TO BE PROVIDED AS MANUFACTURED BY GREENHECK ESD SERIES OR RUSKIN INDUSTRIES ELF SERIES. LOUVERS SHALL BE AN EXTRUDED ALUMINUM STRUCTURE WITH AN ANODIZED ALUMINUM MILL FINISH OR FINISH AS SPECIFIED BY THE BUILDING MANAGEMENT AND/OR ARCHITECT. LOUVERS ARE ALSO TO BE PROVIDED WITH 1/2" WIRE MESH ALUMINUM BIRD SCREENS. UNLESS OTHERWISE NOTED OR SPECIFIED, LOUVERS SHALL HAVE A MINIMUM OF 50 PERCENT FREE AREA. LOUVER BLADE CONFIDURATION SHALL BE AT 45 DEGREE ANQLE DOWN. WHERE DISCHARGE INTERFERES WITH INTAKES LOUVERS SHALL BE 15 DEGREE ANGLE DOWN. CONTRACTOR SHALL SUBMIT ARRANGEMENT FOR REVIEW PRIOR TO FABRICATION. ALL LOUVER SECTIONS NOT IN USE SHALL BE BLANKED-OFF WITH AN INSULATED SHEET METAL PANEL. LOUVERS SHALL COMPLY WITH BUILDING STANDARDS AND SATISFY REQUIREMENTS OF LANDMARKS COMMISSION, IF APPLICABLE. AUTOMATIC DAMPERS REQUIRING MODULATING CONTROL SHALL BE ARROW LOUVER AND DAMPER CO. MODELS OBDAF-207. DAMPERS SHALL BE CERTIFIED THAT LEAKAGE SHALL NOT EXCEED 1% WITH THE DAMPER CLOSED AND HOLDING 5" WG. PRESSURE ACROSS THE FACE. AUTOMATIC DAMPERS SHALL BE PROVIDED BY "AUTOMATIC TEMPERATURE CONTROL" MANUFACTURER WHERE SO SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. FIRE DAMPERS a. PROVIDE FUSIBLE LINK FIRE DAMPERS AT LOCATIONS SHOWN ON DRAWINGS AND WHERE NECESSARY TO COMPLY WITH LOCAL OR OTHER AGENCIES OR JURISDICTIONS REQUIRING THEIR INSTALLATIONS AND IN COMPLIANCE WiTH THEIR CONSTRUCTION REQUIREMENTS. FUSIBLE LINK FIRE DAMPERS SHALL BE AS MANUFACTURED BY RUSKIN MFG. CO., MODEL NO. 16B2, TYPE "B" (BSA 292-72-SA) OR APPROVED EQUAL. FUSIBLE LINK DAMPERS SHALL BE UL RATED STEEL CURTAIN TYPE WITH RECESSED FRAMES. BLADES SHALL BE OUT OF AIRSTREAM AS REQUIRED. COMBINATION FIRE/SMOKE DAMPERS e. FURNISH AND INSTALL COMBINATION FIRE/SMOKE DAMPERS WHERE SHOWN ON THE DRAWINGS IN ACCORDANCE WITH NFPA-90 AND WHERE NECESSARY TO COMPLY WITH LOCAL OR OTHER AGENCIES OR JURISDICTIONS REQUIRING THEIR INSTALLATIONS. b. SMOKE AND FIRE/SMOKE DAMPERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NFPA-9OA, UL LABELED, BSA APPROVED. c. COMBINATION FIRE AND SMOKE DAMPERS SHALL BE AS MANUFACTURED BY RUSKIN MFG. CO., IMPERIAL DAMPER AND LOUVER, OR APPROVED EQUAL, 1) MODEL FSD36 OR 770/771 COMBINATION FIRE/SMOKE DAMPER WITH FACTORY STANDARD SLEEVE FOR INSTALLATION IN BUILDING STRUCTURE AS REQUIRED. PROVIDE UL LISTED FUSIBLE LINK WITH TEMPERATURE RATING NOT HIGHER THAN 212°F OR 50'F ABOVE HIGHEST AIR TEMPERATURE IN DUCT. ~NSTALL DUCT MOUNTED SMOKE DETECTOR AS REQUIRED TO ACTIVATE DAMPER IN ACCORDANCE WITH CODE. 2) 5) PROVIDE DAMPER POSITION INDICATOR. PROVIDE FACTORY WIRED DAMPER RESET SWITCH AND END SWITCH WITH OVERRIDE LIGHT INDICATIONS. 10, DUCT ACCESS DOORS a. IN ACCORDANCE WITH SMACNA STANDARDS, PROVIDE DUCTWORK ACCESS DOORS TO ALLOW ADEQUATE SERVICE ACCESS TO ALL CONCEALED CONTROLS, FUSIBLE LINKS OF DAMPERS, ETC. MINIMUM SIZE SHALL BE 16"x16" (OR MAXIMUM SIZE THAT WILL FIT IN DUCT). REFER TO ACCESS DOORS IN FINISHED CONSTRUCTION SECTION FOR ADDITIONAL ACCESS DOORS b. PROVIDE ACCESS DOORS WITH AIRTIGHT FOAM GASKETS AND SUITABLE FOR DUCT PRESSURE CLASS. THE DOORS SHALL BE PIANO HINGED AND SHALL HAVE A FLUSH OPERATING CAM LATCH LOCKING DEVICE. c. FOR DUCTS PROVIDE KARP ASSOCIATION KHD ACCESS DOORS WITH 2" INSULATION DUCT INSULATION 1, INSULATION SHALL BE APPLIED TO DUCTWORK OF MATERIALS AS SPECIFIED HEREIN AND FOR APPLICABLE SYSTEMS OF THIS PROJECT. INSULATION MATERIAL AND THICKNESS SHALL CONFORM TO THE LATEST ENERGY CODE HAVING JURISDICTION. 2. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND SLAB OPENINGS. 5. INSULATION OF COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE SPECIFIED SHALL BE APPLIED WITH AN UNBROKEN VAPOR SEAL. HANGERS AND SUPPORTS THAT ARE SECURED TO COLD SURFACES SHALL BE ADEQUATELY INSULATED TO PREVENT CONDENSATION. 4. NOTE THAT EQUIPMENT CASINGS WHICH ARE INTERNALLY AND ACOUSTICALLY INSULATED NEED NOT BE INSULATED ON THE EXTERIOR. ACOUSTIC LINED SUPPLY DUCTWORK SHALL BE INSULATED EXTERNALLY IN ADDITION TO INTERNAL ACOUSTIC LINING. 5. WHERE EXISTING INSULATED DUCTWORK IS PROVIDED WITH INSULATION OF SPECIFIED TYPE, INSTALLATION OF NEW INSULATION SHALL NOT BE REQUIRED. CONTRACTOR SHALL VERIFY THAT CONDITION OF EXISTING INSULATION iS ADEQUATE AND SHALL INFORM THE ENGINEER OF ANY INTENTION TO RETAIN EXISTING INSULATION IN THESE AREAS. 6. DUCTWORK INSULATION a. ALL NEW AND EXISTING SHEET METAL SUPPLY DUCTWORK SHALL BE iNSULATED WiTH 1-1/2" THICK FLEXIBLE DUCT INSULATION, 0.75 LB/GU.ET. DENSITY WITH A MAX, K FACTOR OF .30 AT 75' MEAN TEMPERATURE, WITH REINFORCED FOIL FACED, FLAME RESISTANT, ALUMINUM FOIL VAPOR BARRIER. INSULATION AND FACING WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. ALL INSULATION SHALL BE SECURED WITH DUCT ADHESIVE AND SEEMS SEALED BY TWO-INCH SEALING LIP WITH ADHESIVE AND FASTENED WITH 16 GAUGE RUST RESISTANT WIRE OR FIBERGLASS CORD ON 12" CENTERS. ON DUCTS OVER 24" WIDE, WELDED PINS AND CLIPS SHALL BE USED ON THE UNDERSIDE FOR FASTENING INSULATION. b, CONDENSER UNIT AIR INTAKE, CONDENSER AIR DISCHARGE, FRESH AIR INTAKE, MIXED AIR DUCTWORK AND LOUVER BLANK-OFF PANELS SHALL BE INSULATED WITH RIGID DUCT INSULATION 4.2 LBS/CU.ET. DENSITY WITH A MAX. K FACTOR OF .24 AT 75 DEGREE MEAN TEMPERATURE WITH WHITE VINYL FOIL BARRIER FACING. INSULATION AND FACING WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. INSULATION SHALL BE IMPALED OVER WELDED PINS WITH CLIPS FIRMLY EMBEDDED INTO INSULATION. ALL JOINTS AND CLIPS SHALL BE SEALED WITH MATCHING STRIPS OF VINYL COATED VAPOR BARRIER LAMINATE SIMILAR TO OWENS CORNING 24 ASJ FOR DUCTS. ALL OUTDOOR DUCTWORK SHALL BE INSULATED WITH RIGID DUCT INSULATION 4.2 LBS/GU.ET. DENSITY WITH A MAX. K FACTOR OF .24 AT 75 DEGREE MEAN TEMPERATURE WITH WHITE VINYL FOIL BARRIER FACING. INSULATION AND FACING WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. INSULATION SHALL BE IMPALED OVER WELDED PINS WITH CLIPS FIRMLY EMBEDDED INTO INSULATION. ALL JOINTS AND CLIPS SHALL BE SEALED WITH MATCHING STRIPS OF VINYL COATED VAPOR BARRIER LAMINATE SIMILAR TO OWENS CORNING 24 ASJ FOR DUCTS. INSULATION SHALL BE PITCHED TO ALLOW WATER TO RUN OFF. INSULATION SHALL BE WRAPPED IN WEATHERPROOF CLADDING. ACOUSTICAL TREATMENT 1. FURNISH AND INSTALL ACOUSTICAL LINING IN DUCTWORK PLENUMS AND CASINGS AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN. 2. MANUFACTURER: OWENS CORNING FIBERGLASS DUCT LINERBOARD. 5. MATERIAL: SEMI-RIGID GLASS FIBER DUCTING WITH BINDER COAT ON AIR SIDE, MAXIMUM K FACTOR OF 0.26 AT 75 DEGREE F MINIMUM FOR USE AT AIR VELOCITIES UP TO 6000 FPM. ACOUSTICAL LINING SHALL HAVE A FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. BINDER COAT TO BE BLACK FOR DETECTION OF DAMAGE TO BINDER SURFACE. 4. INSTALLATION: INSTALL UNER ~N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COMPLETELY COVER ALL PORTIONS OF DUCTWORK PLENUMS AND CASINGS WITH APPROVED ADHESIVE. INSTALL LINER WITH ALL TRAVERSE dOINTS NEATLY BUFFED HAVING NO INTERRUPTIONS OR GAPS. COVER ALL EXPOSED EDGES, dOINTS, MECHANICAL FASTENERS AND ANY DAMAGED AREAS WITH ADHESIVE. ADDITIONALLY, SECURE LINER WITH APPROVED MECHANICAL FASTENERS INSTALLED IN ACCORDANCE WITH SMACNA DUCT LINER APPLICATION STANDARD. ALL AIR CONDITIONING SUPPLY AIR DUCTWORK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 15 FEET DOWNSTREAM OF A FAN DISCHARGE WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. 6. ALL AIR CONDITIONING RETURN AIR DUCTWORK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 15 FEET OF THE AIR CONDITIONING UNITS MIXED AIR PLENUM/MECHANICAL ROOM PLENUM. 7. ALL VARIABLE AIR VOLUME BOXES SUPPLY DUCTWORK SHALL BE LINED FOR A M~NIMUM DISTANCE OF 10 FEET DOWNSTREAM OF BOX DISCHARGE WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. 5. ALL RETURN/EXHAUST FAN DUCTWORK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 15 FEET OF THE FAN'S INTAKE AND DISCHARGE OPENINGS WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. HYDRONIC PIPING 1. GENERAL PIPING REQUIREMENTS a. PROVIDE PIPING WHICH IS SCHEMATICALLY INDICATED AND SIZED ON DRAWINGS. PIPING TO BE INSTALLED TO MEET SPECIFIED HEADROOM OR FIELD CONDITIONS. PIPING SHALL CONFORM TO LATEST ASME CODES FOR PRESSURE PIPING. b. PIPING SHALL BE RUN TO MAXIMIZE HEADROOM AND TO MAINTAIN ADEQUATE SERVICE ACCESS AS PER EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. c. PROVIDE PROPER PROVISION FOR EXPANSION AND CONTRACTION iN PIPE WORK TO PREVENT UNDUE STRAINS ON PIPING OR APPARATUS CONNECTED. d. UNIONS OR BOLTED FLANGES WITH REMOVABLE SECTIONS OF PIPING SHALL BE INSTALLED AT ALL EQUIPMENT TO PERMIT RAPID DISCONNECTION AND FOR EQUIPMENT SERVICE/REMOVALS WITHOUT DISMANTLING OF MAdOR PORTIONS OF CONNECTION PIPING. e. PROVIDE MANUAL AIR VENT VALVE FACILITIES AT ALL WATER PIPING HIGH POINTS, COIL, HEAT EXCHANGE APPARATUS, OTHER APPARATUS AND WHERE FLOW DIRECTION CHANGES FROM HORIZONTAL TO VERTICAL TO PREVENT AIR BINDING. f. MINIMUM 5/4" INCH GLOBE TYPE DRAIN VALVE FACILITIES FOR DRAINING ALL PROVIDE APPARATUS, INCLUDING AT HEELS OF ALL RISERS AND LOW POINTS OF PIPING. DRAIN VALVES TO HAVE A HOSE BIB CONNECTION AND PROVIDED WITH BRASS CAP AND CHAIN. PIPE ALL VALVES TO AN INDIRECT WASTE UNLESS OTHERWISE INDICATED ON THE DRAWINGS. g. PITCH WATER PIPING UPWARD IN DIRECTION OF FLOW TO INSURE FLOW WITHOUT AIR BINDING. ALL LIFTS IN RETURN LINES SHALL BE INSTALLED WITH A GATE VALVE AND STRAINER UPSTREAM AND WITH AN AUTOMATIC AIR VENT AT THE HIGH POINT. VENT OUTLET TO BE PIPED TO AN OPEN SIGHT DRAIN. h. PROVIDE DOMESTIC WATER PIPING TO EQUIPMENT REQUIRING THE SAME FROM VALVED OUTLETS LEFT BY THE PLUMBING CONTRACTOR. L PROVIDE TEES IN PIPING SYSTEM FOR INSTALLATIONS OF FLOW OR FLOAT SWITCHES, GAUGES, THERMOMETERS AND OTHER CONTROL DEVICES. j, PROVIDE FLOW MEASURING STATIONS IN RETURN WATER PIPING BRANCHES TO DIRECT (NON-REVERSE) RETURN MAINS FOR WATER BALANCING PURPOSES, EXCEPT FOR BRANCHES TO EQUIPMENT WHERE PRESSURE GAUGES ARE INSTALLED, TO PERMIT WATER PRESSURE DROP READINGS TO OBTAIN SPECIFIED FLOW RATE. k. FURNISH AND INSTALL AUTOMATIC PRESSURE RELIEF VALVES AND VACUUM BREAKERS TO PREVENT AGAINST PIPE RUPTURE OR SIPHONING ACTIONS. EXTEND DRAINS FROM RELIEF VALVES TO SPILL OVER FLOOR DRAINS. I. PROVIDE PIPING HANGERS, SUPPORTS, ANCHORS AND GUIDES HAVING A BUILT-IN SAFL~P( FACTOR OF FIVE (5); IN CONFORMANCE TO THE LATEST ANSI 651.9 CODE FOR PRESSURE PIPING AND MSS STANDARD PRACTICE SP-§8 AND SP-69. ALL HANGER SPECIFICATIONS SHALL BE FURNISHED WITH ZINC CHROMATE PRIME PAINT FINISH. m. PROVIDE DIELECTRIC FITFINGS ON PIPING CONNECTIONS OF PIPE OF DISSIMILAR MATERIALS. n. WHERE BLACK STEEL SCREWED PiPE IS UTILIZED FOR CONDENSER WATER DISTRIBUTION, AN APPROVED THREAD COMPOUND SIMILAR TO PERMATEX SHALL BE APPLIED TO THE MALE THREAD ONLY. TEFLON TAPE WILL NOT BE ACCEPTED NOR PERMI'rTED. o. SLEEVES AND ESCUTCHEONS FOR PIPING 1) PIPE PENETRATIONS THROUGH MASONRY/CONCRETE WALLS, FLOORS, ROOF CONSTRUCTION AND FRAMED PARTITIONS SHALL HAVE A TRIM OPENING CUT NOT GREATER THAN NECESSARY FOR THE INSTALLATION OF A SLEEVE SECURED THEREIN. THE SPACE BETWEEN ¢'. THE PIPE AND ITS SLEEVE SHALL NOT EXCEED. 2) SLEEVES SHALL BE FLUSH WITH THE FINISHED WALL OR PARTITION SURFACE. ANNULAR SPACES BETWEEN PIPING AND SLEEVES OR CORE DRILLED FLOOR OPENINGS SHALL BE PACKED WITH MINERAL WOOL AND SEALED TO RETAIN THE FIRE INTEGRITY OF THE WALLS, PARTITIONS AND FLOORS WITH A NON-HARDENING COMPOUND SIMILAR TO DUXSEAL AS MANUFACTURED BY THE d.M CLIPPER CORPORATION. 4) SLEEVES FOR PIP~NG THROUGH MASONRY WALL SHALL BE SCHEDULE 40, STANDARD THE GALVANIZED STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 18 GAUGE SHEET METAL. SPACE BETWEEN THE PIPE AND ITS SLEEVE SHALL NOT EXCEED ,~". 5) THE SLEEVE SHALL BE FLUSH WITH THE FINISHED WALL SURFACES. FLOOR OR ROOF SLEEVES SHALL BE MINIMUM 2" ABOVE FINISH ELEVATION. 6) PIPING IN EXPOSED AREAS, PASSING THROUGH WALLS, FLOORS OR CEILINGS SHALL BE FITTED WITH CHROMIUM-PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SETSCREWS. lNG MATERIALS AND FITTINGS PIPING MATERIALS AND SERVICE REFRIGERANT DOMESTIC COLD WATER MAKE UP HOT OR CHILLED WATER TO 6" DIAMETER CONDENSATE DRAIN LINES FITTINGS SHALL BE PROVIDED IN ACCORDANCE WITH THE PIPING MATERIAL HARD TEMPER COPPER TYPE L 85% RED BRASS SCHEDULE 40 125 LB. SWP HARD TEMPER COPPER TYPE L HARD TEMPER COPPER TYPE L ASTM B-8B FOLLOWING SCHEDULE: FlarINGS WROUGHT COPPER BRAZED BRASS SCREWED 125 LB. SWP WROUGHT COPPER BRAZED WROUGHT COPPER SOLDER ANSI B 16.18 .VES PROVIDE VALVES AS SPECIFIED HEREIN AND/OR NECESSARY FOR ISOLATION, BALANCING, AND EASY MAINTENANCE OF PIPING DISTRIBUTION SYSTEMS AND EQUIPMENT. PROVIDE VALVES AS MANUFACTURED HAMMOND, STOCKHAM, JENKINS, CRANE, MILWAUKEE OR MUELLER. BY VALVES, STRAINERS, CHECK VALVES, ETC,, SHALL BE SELECTED TO MEET THE WORKING PRESSURE AND TESTING REQUIREMENTS (1-1/2 TIMES THE RATED WORKING PRESSURE) FOR THE MATERIALS AND F~TTINGS SPECIFIED FOR THE SERVICE. REGARDLESS OF SERVICE, VALVES SHALL NOT BE DESIGNED THAN 125 PSI STEAM WORKING PRESSURE. ISOLATION/BALANCING VALVE P~PE FOR LESS UNLESS OTHERWISE SPECIFIED, ALL ISOLATION VALVES UP TO 2 ,~ INCH SHALL BE BALL VALVE; 5' AND ABOVE SHALL BE BUTTERFLY LUG TYPE VALVES WITH LOCKING QUADRANT HANDLES. LUBRICATED, TAPERED PLUG VALVES WITH LOCKING FLOW PLATE SHALL BE PROVIDED IN THE DISCHARGE PIPING FROM WATER CIRCULATING PUMPS, IN THE LEAVING WATER PIPING BRANCHES FROM COILS, AND SIMILAR HEAT EXCHANGER TYPES OF EQUIPMENT TO SERVE AS DUAL ISOLATION AND BALANCING FACILITIES. LUBRICATED, TAPERED PLUG VALVES WiTH LOCKING FLOW PLATE SHALL BE PROVIDED IN ALL RETURN WATER RISERS OR SUBMAINS THAT CONNECT TO HYDRONIC MAINS TO SERVE A DUAL ISOLATION AND BALANCING FACILITIES. COMBINATION iSOLATION-BALANCING VALVES WITH TAPPINGS THAT PERMIT PRESSURE (FLOW) MEASUREMENTS SHALL BE PROVIDED IN PIP~NG BRANCHES WHERE SPECIFIED OR SHOWN ON THE DRAWINGS. ONE (1) READOUT MEASURING GAUGE WITH ADAPTER HOSES AND HOSE COCKS SHALL BE FURNISHED BY THE MANUFACTURES OF THESE VALVES. BALL VALVES SHALL BE PROVIDED WITH STAINLESS STEEL BALL, STEM AND SEAT RING, BUSHING AND SEAT RING GASKET. BALL VALVES SHALL BE RATED FOR A MINIMUM OF 275 PSI © IO0'F. BALL VALVES SHALL BE PROVIDED AT SUPPLY AND RETURN LINES AS SHOWN ON DRAWING OR OTHERWISE SPECIFIED HEREIN. CHECK VALVES CHECK VALVES AS SPECIFIED OR SHOWN IN PIPING DIAGRAMS SHALL GENERALLY BE PROVIDED WITH REMOVABLE CAP, REDRINDABLE DISC AND SEAT RING AND WITH OFFSET SWING FLAPPERS AND SHALL BE BRASS OR BRONZE FOR PIPING FROM HYDRONIC SYSTEM CIRCULATING PUMPS. PROVIDE SPRING LOADED, SILENT ACTION, NON-SLAM ~YPE CHECK VALVE WITH REMOVABLE CAP, REGRINDING DISC AND SEAT RING IN ALL VERTICAL DISCHARGE PIPING FROM PUMPS. STRAINERS STRAINERS OF SPARCO OR MUELLER MANUFACTURE SHALL BE PROVIDED IN THE INLET PIPING TO EACH STEAM TRAP, MAKE UP CONNECTION, EACH WATER REGULATING VALVE, EACH PUMP, EACH AUTOMATIC FLOAT-TYPE AIR VENT AND EACH AUTOMATIC CONTROL VALVE OF STEAM AND HYDRONIC SYSTEM. STRAINER SHALL BE OF DESIGN TO ALLOW BLOW-DOWN OF ACCUMULATED DEBRIS AND TO FACILITATE REMOVAL PROVIDE BLOW DOWN CAPPED DRAIN CONNECTION FOR MAINTENANCE. STRAINER BASKETS SHALL BE NICKEL, COPPER, BRASS OR STAINLESS STEEL OF AMPLE STRENGTH TO PREVENT COLLAPSING UNDER SHOCK LOADING. PERFORMANCES SHALL BE AS FOLLOWS: STEAM=~2", WATER UP TO 5" SIZE-,~6", WATER 4" AND OVER-~". FOR STRAINERS 2-~" AND LARGER, PROVIDE A VALVE DIRT BLOW-OUT PIPING CONNECTION TERMINATED WITH A PIPE NIPPLE AND CAP. STRAINERS 2" AND SMALLER SHALL HAVE 6" LONG BLOW-OUT NIPPLE WITH CAPPED END. -ERS AND GAGES PROVIDE PIPE THERMOMETERS WITH SEPARATE SOCKETS IN THE ENTERING AND LEAVING WATER PIPING CONNECTIONS TO BOILERS, CHILLERS, HEAT EXCHANGERS, HEATING AND COOLING COILS. PROVIDE PRESSURE GAUGES ON INLET AND OUTLET WATER PIPING CONNECTIONS TO ALL PUMPS AND OTHER WATER HEAT EXCHANGER APPARATUS INCLUDING WATER COILS, HEAT EXCHANGERS, CHILLERS. EACH PRESSURE GAUGE INSTALLATION SHALL INCLUDE A ~" PET COCK TYPE ISOLATION DEVICE FOR TIS CONNECTION TO PIPING. THERMOMETERS SHALL BE WEISS, WEKSLER, TRERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-~" DIAL TYPE, 0-210 DEGREE RANGE OR AS SUITABLE FOR APPLICATION, INDUSTRIAL TYPE WITH #304 STAINLESS STEEL EXTENSION NECK WELLS AND FURNISHED WITH MICROMETER ADJUSTABLE POINTER. PRESSURE GAUGES SHALL BE WEISS, WEKSLER, TRERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-Y2" DIAL TYPE, CAST ALUMINUM CASE, STAINLESS STEEL MOVEMENT, MICROMETER ADJUSTABLE POINTER, ~ OF 1% ACCURACY AND RANGES SUITABLE FOR PRESSURE RANGES ENCOUNTERED IN THE SYSTEM WHERE EMPLOYED. FURNISH AND INSTALL DUCT-MOUNTED THERMOMETERS WHERE INDICATED ON FLOOR PLANS AND/OR DETAILS. REFRIGERANT PIPING 1. ALL REFRIGERANT TUBING SHALL BE TYPE AC&R CLEANED, DEHYDRATED AND CAPPED COPPER. TUBE SIZES SHOWN ARE OUTSIDE DIAMETERS. ALL FITTINGS ARE TO BE WROUGHT COPPER TYPE WHICH MEET ANSI 616.22 SPECIFICATIONS AND COMPLY WITH ASTM TEST PROCEDURES. ALL dOINTS ARE TO BE BRAZED WITH SILFOS-5 OR EQUIVALENT. AFTER PIPING IS COMPLETED, SYSTEM IS TO BE PRESSURE TESTED FOR LEAKS. HIGH SIDE REFRIGERANT LINES ARE TO BE NITROGEN TESTED TO 500 PSIG AND LOW SIDE TO 150 PSIG. TEST PRESSURES MUST HOLD FOR 30 MINUTES. ALL INTERCONNECTING REFRIGERANT LINES ARE TO BE DEHYDRATED AND EVACUATED TO 500 MICRONS, VACUUM PUMP TO BE SHUT DOWN AND VACUUM LEVEL TO BE MONITORED FOR A PERIOD OF SIX HOURS. IF VACUUM LEVEL RISE EXCEEDS THE LIMIT, THE SYSTEM SHOULD BE CHECKED FOR SMALL LEAKS, REPAIRED AND RETESTED. 2. DURING BRAZING OPERATIONS, FLOW AN INERT GAS SUCH AS NITROGEN THROUGH THE REFRIGERATION PIPING SYSTEM TO PREVENT SCALING AND CONTAMINATION OF INTERNAL PIPING WALLS. 3. TRAPS ARE TO BE PROVIDED AT THE BASE OF ALL SUCTION GAS RISERS TO INSURE THE POSITIVE RETURN OF OIL TO THE COMPRESSOR. OIL TRAPS SHALL BE CONSTRUCTED AS SHALLOW AS POSSIBLE TO MINIMIZE THE TRAPPED VOLUME TO AVOID THE CREATION OF LARGE SLUGS OF LIQUID. 4. INVERTED TRAPS SHALL BE INSTALLED AT THE TOP OF EACH SUCTION OR HOT GAS RISER TO CHECK THE BACKFLOW OF OIL DOWN THE RISER FROM THE HORIZONTAL RUN DOWNSTREAM. 5. WHENEVER THE LIFT OF A RISER WILL EXCEED APPROXIMATELY 20 FEET, PROVIDE INTERMEDIATE TRAPS TO ALLOW THE OIL TO TRAVEL UP IN STAGES. 6. ALL REFRIGERANT LINES EXPOSED TO OUTDOOR ELEMENTS AND ALL SUCTION LINES THROUGHOUT SHALL BE WRAPPED IN 1" THICK ARMAFLEX iNSULATION. ALL JOINTS SHALL BE MITERED AND TAPED TO ENSURE PROPER VAPOR SEAL. ALL SEAMS ARE TO BE SEALED WITH MANUFACTURER'S RECOMMENDED ADHESIVE. REFER TO SPECIFICATION FOR OUTDOOR PIPING. PROVIDE ADEQUATELY SIZED REFRIGERANT LINE SIGHT GLASS AND FILTER DRYERS AS REQUIRED. REFRIGERANT PIPING TO BE INSTALLED AND SIZED IN ACCORDANCE TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO SUBMIT LAYOUT OF REFRIGERANT PIPING TO BE INSTALLED IN FIELD. INDICATE ACTUAL ROUTE, ELEVATIONS, LENGTHS, ELBOWS, DEVICES AND EQUIPMENT FOR VERIFICATION OF PIPE SIZE AND INSTALLATION. CONDENSATE PUMPS 1. CONDENSATE DRAIN PUMPS AT EACH NEW AC UNIT, THIS CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) LI~LE GIANT CONDENSATE PUMP, MODEL NO. VCM-2OLS WITH INTEGRAL FLOAT ALARM SWITCH AND INTEGRAL 1-GALLON RECEIVER. CAPACITY SHALL BE 25 GPH AT 20 FT. OF HEAD. ELECTRICAL CHARACTERISTICS - 115 V/1 PHASE, 1/50 HP MOTOR, 1.5 AMPS. MECHANICAL CONTRACTOR SHALL FURNISH ALARM BELL AND SILENCER SWITCH. LOW VOLTAGE TRANSFORMER BY ELECTRICAL CONTRACTOR. PUMP ALARM BELL TO BE WIRED BY ELECTRICAL CONTRACTOR. CONTROL SEQUENCE AS FOLLOWS: WHEN WATER IN RECEIVER SWITCH iS ACTIVATED, CAUSING AC UNIT SERVED BY PUMP TO SOUNDED. RISES TO DANGEROUS LEVEL, THE FLOAT SHUT DOWN AND AUDIBLE ALARM TO BE PIPE INSULATION 1. INSULATION SHALL BE APPLIED TO PIPING OF MATERIALS AS SPECIFIED HEREIN AND FOR APPLICABLE SYSTEMS OF THIS PROdECT. 2. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND SLAB OPENINGS. 3. INSULATION OF COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE SPECIFIED SHALL BE APPLIED WiTH AN UNBROKEN VAPOR SEAL. HANGERS AND SUPPORTS THAT ARE SECURED TO COLD SURFACES SHALL BE ADEQUATELY INSULATED TO PREVENT CONDENSATION. 4. WHERE INSULATION IS SPECIFIED FOR PIPING, INSULATE SIMILARLY ALL CONNECTIONS, VENTS, DRAINS, FLANGES, FITTINGS, VALVES, TANKS, PUMP CASINGS AND OTHER PARTS OF THE SYSTEM SUBJECT TO HEAT GAIN OR LOSS AND TO PREVENT CONDENSATION. 5. WHERE EXISTING INSULATED PIPING IS PROVIDED WITH INSULATION OF SPECIFIED TYPE, NEW INSULATION WiLL NOT BE REQUIRED TO BE INSTALLED. CONTRACTOR SHALL VERIFY THAT CONDITION OF EXISTING INSULATION IS ADEQUATE AND SHALL INFORM THE ENGINEER OF HIS INTENTION TO RETAIN EXISTING INSULATION IN THESE AREAS. 6. PIPING SHALL BE INSULATED WITH 1" THICK MOLDED GLASS FIBER WITH A MAXIMUM K FACTOR OF .24 AT 75 DEGREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER JACKET. INSULATION AND JACKET WILL HAVE A COMBINED FLAME SPREAD RATING NO GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. 7. FURNISH AND INSTALL PIPING INSULATION FOR THE FOLLOWING SYSTEMS: o. CITY COLD WATER MAKEUP PIPING b. CONDENSATE DRAIN PIPING c. REFRIGERANT LIQUID AND SUCTION PIPING d. HOT WATER PIPING e. CHILLED WATER PIPING f. WATER TREATMENT PIPING 8. ALL PIPING INSULATION TO BE INSTALLED W~TH LONGITUDINAL LAp AND VAPOR BARRIER JOINT SEAL STRIPS WITH ADHESIVE OR SELF-SEALING LAPS. FI~INQS AND VALVES SHALL BE INSULATED WITH MOLDED FITTINGS MITERED SEGMENTS OR COMPRESSED BLANKET INSULATION. 9, FITTINGS AND VALVES SHALL BE INSULATED WITH SEGMENTS OF THE MOLDED INSULATION OR MOLDED FIBERGLASS FlarINGS WIRED SECURELY IN PLACE. FLANGES SHALL BE INSULATED WITH SECTIONAL PIPE INSULATION EXTENDING A MINIMUM OF 1" BEYOND THE END OF THE BOLTS, BOLT AREA TO BE FILLED WITH MINERAL WOOD CEMENT. THICKNESS OF FITTINGS, VALVE AND FLANGE INSULATION SHALL BE SAME AS ADJOINING PIPE INSULATION. CONCEALED FITTINGS, ETC., MAY BE INSULATED WITH 1 LB. FIBERGLASS BLANKET WRAPPED FIRMLY UNDER COMPRESSION, 2 TO 1 AND SECURED WITH COPPER-CLAD WIRE. 10. INSULATION PIPE HANGER SHIELD SHALL BE INSTALLED AT HANGERS FOR INSULATED PIPING. SHIELD LENGTH AND MINIMUM SHEET METAL GAUGE SHALL CONFORM TO THE FOLLOWING SCHEDULE: 11. 12. PIPE SIZE SHIELD LENGTH MINIMUM GAUGE 1/2" TO 1-1/2" 4" 16 2" TO 6" 6" 20 FOR PIPING 2" DIAMETER AND GREATER, PROVIDE CALCIUM SADDLE SHIELD AND PIPING TO PREVENT DESTRUCTION OF OUTDOOR PIPING SILICATE BLOCK BETWEEN PIPE INSULATION AND VAPOR BARRIER. ALL PIPING SHALL BE HEATED TRACED AND INSULATED WITH 2" THICK MOLDED GLASS FIBER. INSULATION SHALL BE PROTECTED WITH A .016 THICK CORRUGATED ALUMINUM JACKET THAT HAS A FACTORY APPLIED VAPOR BARRIER. EXTERNALLY SEALED ALL JOINTS AND SEAMS WATERTIGHT. METAL JACKETING SHALL BE APPLIED WITH 2" OVERLAP FACING DOWN FROM THE WEATHER AND SHALL BE SECURED WITH AN ALUMINUM BAND 1/2" X .020 AND SEALS APPLIED ON 12" CENTERS WITH BANDS APPLIED DIRECTLY OVER BUTT OVERLAPS. FITTINGS AND VALVES SHALL BE INSULATED AND FINISHED WITH MITERED SECTIONS OF THE INSULATION WITH FACTORY INSTALLED ALUMINUM JACKETS INSTALLED PER MANUFACTURER'S RECOMMENDATION. PRIOR TO INSTALLING COVERS, THE INSULATION SHALL BE COATED WITH A VAPOR BARRIER COATING. ALL MOTORIZED VALVES LOCATED OUTDOORS SHALL BE PROVIDED WITH MANUFACTURER'S WEATHERPROOF KITS. ALL EXPOSED PIPING SHALL HAVE FACTORY ATTACHED PRE-SIZED GLASS CLOTH COVERED VAPOR BARRIER dACKET. FINISH EXPOSED PIPE FWrlNGS WITH OPEN WEAVE FABRIC AND TWO COATS OF VAPOR BARRIER COATING. ALL EXPOSED PIPING SHALL BE PAINTED TO SUIT SERVICE OF PIPING. HANGERS AND SUPPORTS 1. PROVIDE ALL HANGERS, HANGER ROD SUPPORTS, INSERTS, A~rACHMENT, CLAMPS, GUIDES, BOLTS, RODS, NUTS, WASHERS, SUPPLEMENTAL STEEL, ANCHORS AND OTHER ACCESSORIES TO SUPPORT SYSTEM LOADS. 2, PROVIDE 2" VERTICAL ADJUSTMENT FOR ALL HANGERS. PROVIDE ADDITIONAL SUPPORTS AT CHANGES IN DIRECTION, BRANCH PIPING OVER 5 FEET AND AT LOADS DUE TO VALVES, STRAINERS AND OTHER ACCESSORIES. 5. HANGER ROD: ASTM A56; STEEL; THREADED BOTH ENDS; THREADED ALL ONE END OR CONTINUOUSLY THREADED. THREADED RODS SHALL BE GALVANIZED. 4. PROVIDE DUCT HANGERS IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW PRESSURE AND MEDIUM PRESSURE DUCT CONSTRUCTION STANDARD MANUALS. 5. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO STRUCTURAL STEEL ABOVE. INSTALL ADDITIONAL STEEL AS REQUIRED. o. PROVIDE HANGERS AND FASTENINGS ADEQUATE TO INSURE PERMANENT STABILITY AND IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. WHERE REQUIRED, PROVIDE SUPPLEMENTARY STEEL ANGLES OR CHANNELS. DO NOT HANG OR SUPPORT DUCTWORK FROM ANY EQUIPMENT, SUSPENDED CEILING SYSTEM OR ANY SUCH INSTALLATION OTHER THAN FROM SLAB, METAL DECK OR SUPPLEMENTAL SUPPORTS ORIGINATING FROM THE BUILDING STRUCTURE. AA. AB. PIPE HANGERS AND b. SUPPORTS PROVIDE PiPE HANGERS IN ACCORDANCE WITH ANSI/MSS SP-69. PROVIDE PIPING HANGERS, SUPPORTS, ANCHORS AND GUIDES HAVING A BUILT-IN SAFETY FACTOR OF FIVE (5); IN CONFORMANCE TO THE LATEST ANSI 651.9 CODE FOR PRESSURE PIPING AND MSS STANDARD PRACTICE SP-58 AND SP-69. ALL HANGER SPECIFICATIONS SHALL BE FURNISHED WITH ZINC CHROMATE PRIME PAINT FINISH. c. SUPPORT HANGERS FROM BUILDING STEEL FRAMING WITH APPROVED TYPE CLAMP INSERT. PROVIDE ADDITIONAL STEEL SUPPORTS BETWEEN EXISTING FRAMING MEMBERS AS REQUIRED. ALL PIPE HANGING RODS, INSERTS AND CLAMPS SHALL BE U.L. APPROVED FOR THEIR RESPECTIVE USES. DO NOT HANG PIPING FROM ANY OTHER CONSTRUCTION OR CEILING SYSTEM SUPPORT. ONLY FROM BUILDING STEEL, INTERMEDIATE SUPPLEMENTAL STEEL OR SLAB. d. FURNISH AND INSTALL SPRING ISOLATED PIPE HANGERS WITHIN 20' DOWNSTREAM AND UPSTREAM OF ALL PUMPS AND EQUIPMENT TO BE PIPED. e. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO THAT PIPING LIVE AND DEAD LOADS AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT. f. PROVIDE PROTECTIVE SADDLES TO SUPPORT INSULATED PIPING. g. PIPE SLOPES: INSTALL HANGERS AND SUPPORTS TO PROVIDE INDICATED PIPE SLOPES AND SO MAXIMUM PIPE DEFLECTIONS ALLOWED BY ASME 631.9, "BUILDING SERVICES PIPING", ARE NOT EXCEEDED. h. UNLESS OTHERWISE SPECIFICALLY APPROVED, HANGER SIZE AND SPACING SHALL BE AS FOLLOWS: 1) STEEL PIPING PIPE SIZES MAXIMUM HANGER SPACING "1/2" TO 1" 7 FT. O.C. 1-1/4" TO 2" 9 FT. O.C. 5" TO 8" 10 ET. O.C 2) COPPER TUBING PIPE SIZES MAXIMUM HANGER SPACING 1/2" TO 1-1/4" 6 FT. O.C 1-1/2" TO 2" B FT. O.C 2-1/2" TO 3-1/2" 10 ET. O.C 4" TO 6" MINIMUM ROD SIZES 5/8" 1/2" 2-1/2" TO 4" 1/2" 1-1/4" TO 2" MINIMUM ROD SIZES 3/8" 318" 3/8" L THE ABOVE HANGER SPACINGS APPLY TO STRAIGHT RUNS OF PIPE ONLY. AT POINTS WHERE VALVES, SPECIALTIES OR BRANCH CONNECTIONS ARE LOCATED, ADDITIONAL HANGERS OR SUPPORTS SHALL BE USED TO PROPERLY SUPPORT THE LOAD. j. HANGERS AND SUPPORTS SHALL BE MANUFACTURED BY GRINNEL, CARPENTER & PATTERSON, M~CHIGAN HANGER CO., OR AN APPROVED EQUAL. SLEEVES AND ESCUTCHEONS FOR PIPING EQUIPMENT SUPPORTS: FABRICATE STRUCTURAL STEEL STANDS TO SUSPEND EQUIPMENT FROM STRUCTURE ABOVE. CUT, DRILL, AND FIT MISCELLANEOUS METAL FABRICATIONS FOR HEAVY-DUTY STEEL TRAPEZES AND EQUIPMENT SUPPORTS. MECHANICAL VIBRATION AND SEISMIC CONTROLS 1. ALL ROTATING, REVOLVING OR RECIPROCATING EQUIPMENT, INCLUDING PIPING CONNECTIONS TO THIS EQUIPMENT SHALL BE FURNISHED WITH SPRING-TYPE VIBRATION ISOLATORS, TO PREVENT THE TRANSMISSION OF OBJECTIONABLE NOISES, SOUND OR VIBRATIONS TO THE OCCUPIED SPACES AND TO THE BUILDING STRUCTURES. FLEXIBLE HOSE CONNECTORS SHALL BE FULL LINE SIZE AND INSTALLED AT INLET AND DISCHARGE CONNECTIONS TO ALL PUMPS. SPRING-TYPE HANGERS SHALL BE PROVIDED FOR PIPING FOR A DISTANCE OF 20 FEET UP AND DOWNSTREAM OF ALL SUCH EQUIPMENT. 2. VIBRATION ISOLATORS FOR FLOOR OR CEILING SUPPORTED EQUIPMENT SHALL HAVE A MAXIMUM LATERAL MOTION UNDER EQUIPMENT START-UP OR SHUT-DOWN CONDITIONS OF 1/4". MOTIONS IN EXCESS SHALL BE RESTRAINED BY SPRING TYPE MOUNTINGS. 5. FLOOR MOUNTED EQUIPMENT a. PROVIDE SPRING TYPE BASE MOUNTED ISOLATOR HAVING A MINIMUM STATIC DEFLECTION OF ONE INCH, FACTORY SIZED TO 75% OF RATED LOAD SIMILAR TO MASON INDUSTRIES TYPE SLR, SLF OR EQUAL. b. WHEN REQUIRED, PROVIDE PREFABRICATED INERTIA BASE SIMILAR TO K SERIES AS MANUFACTURED BY MASON INDUSTRIES. INFILL WITH CONCRETE IN FIELD. CEILING-HUNG FANS AND EQUIPMENT a. PROVIDE SPRING HANGER ROD ISOLATORS. STEEL COMPRESSION SPRING AND NEOPRENE SOUND PAD WITHIN A STEEL RETAINER BOX. SIMILAR TO MASON INDUSTRIES, INC., TYPE PCHS OR EQUAL. b. ONE (1) IN. MINIMUM STATIC DEFLECTION, 1/2 IN. MINIMUM RESERVE DEFLECTION, FACTORY-PRELOADED TO 75% OF A RATED LOAD, c. PROVIDE SUPPLEMENTAL STEEL AS REQUIRED WHERE EQUIPMENT OR STRUCTURE CANNOT SUPPORT POINT LOADS. FLOOR MOUNTED EQUIPMENT HAVING INTERNAL ISOLATION a. PROVIDE 3/4 IN. THICK NEOPRENE ACOUSTICAL BASE PADS OF WAFFLE CONSTRUCTION, SIMILAR TO MASON INDUSTRIES INC. TYPE SUPER W PADS. 1) 50 PSI MAXIMUM LOADING. PROVIDE STEEL BEARING PLATE TO DISTRIBUTE LOAD WHERE REQUIRED. 2) ALL FLOOR MOUNTED EQUIPMENT SHALL BE ERECTED ON 4" CONCRETE PADS OVER THE COMPLETE FLOOR AREA OF THE EQUIPMENT, UNLESS INDICATED TO THE CONTRARY ON THE DRAWINGS. 5)VIBRATION ISOLATOR SHALL BE PROVIDED BY ANY OF THE FOLLOWING MANUFACTURERS: a) MASON INDUSTRIES b) VIBRATION ELIMINATOR CO. c) CONSOLIDATED KINETICS CO. MECHANICAL IDENTIFICATION OF EQUIPMENT AND CONTROLS 1. ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH INDICATE SYSTEMS SERVICE. LAMACOID PLATES SCREWED THEREON WHICH SHALL 2. ALL PIPING SYSTEMS SHALL BE IDENTIFIED INDICATING THEIR SERVICE AND DIRECTION OF FLOW WITH PVC PIPING BANDS ON A MAXIMUM OF 30 FEET ON STRAIGHT RUNS AND VALVE LOCATIONS. 3. ALL VALVES SHALL BE TAGGED WITH 2" BRASS PLATED TAGS AND CHAINS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 4. MOTOR STARTERS SHALL BE PROVIDED WITH LAMACOID PLATES WHICH INDICATE SYSTEM SERVED. (HVAC SPECIFICATIONS CONTINUED, SEE DRAWING H9) KEY PLAN DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomos Campiglio, Architect, PLLC. (~) Copyright 2008 Thomos Complgllo Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPL DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeonI[ogo; ,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, rNTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL, NO, (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel' (212) 245-6300 ' Fax: (212) 765-8511 CONSULTANT JAMliS, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PRO& NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-09 DRAWING SPECIFICATIONS, SHEET 2 SEAL H 8 SHEET NUMBER 75 HVAC SPECIFICATIONS CONTINUED AC. ELECTRICAL WIRING AND WIRING DIAGRAMS FROM DRAWING H3 ELECTRICAL WIRING FOR 120 VOLT POWER AND GREATER SHALL BE BY THE ELECTRICAL CONTRACTOR. WIRING FOR AUTOMATIC TEMPERATURE, SAFE]'( AND INTERLOCKING CONTROLS FOR MOTORS, MOTOR STARTER AND OTHER MECHANICAL AND CONTROL DEVICES SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNDER THIS CONTRACT WORK. AT TIME OF BID THIS CONTRACTOR IS REQUIRED TO iNDICATE THE NUMBER OF 120 VOLT (AND GREATER) POINTS OF POWER CONNECTION REQUIRED FOR PRICING AND INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE MECHANICAL CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, COMPLETELY COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATIONS IN ACCORDANCE WITH THE SEQUENCE OF OPERATION. SPECIFIC WIRING DIAGRAMS OF FACTORY INSTALLED EQUIPMENT WIRING SHALL ALSO BE SUBMITfED FOR APPROVAL AND FURNISHED TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION REQUIREMENTS AND OTHER USES. AD. MOTOR STARTERS AND CONTROL DEVICES 1. FURNISH TO THE ELECTRICAL CONTRACTOR WHO SHALL 2. 3. INSTALL AND WIRE SUITABLE STARTING AND CONTROL EQUIPMENT FOR ALL MOTORS. MOTOR STARTERS SHALL BE MANUFACTURED BY CUTLER HAMMER, WESTINGHOUSE OR ALLEN-BRADLEY AND SUITABLE FOR WALL OR ANGLE IRON FRAME MOUNTING. GENERAL NOTES ALL STARTERS FOR MOTORS LESS THAN 1/2 HP SHALL BE 120 VOLT, SINGLE PHASE, 60 CYCLE, A.C. SERVICE. MANUAL STARTERS WITH OVERLOAD PROTECTION AND LOCKOUT TYPE DISCONNECT SWITCH OR BREAKER MAY BE USED TO CONTROL SUCH MOTORS, EXCEPT WHERE INTERLOCKS OR AUTOMATIC CONTROLS ARE REQUIRED. IN SUCH CASES, MAGNETIC ACROSS-THE-LINE STARTERS SHALL BE FURNISHED. 4. ALL STARTERS FOR MOTORS 1/2 HP TO 75 HP SHALL BE MAGNETIC ACROSS-THE-LINE TYPE WITH FUSIBLE SWITCH. SUCH STARTERS SHALL BE 208/480 VOLT, 3 PHASE, 60 CYCLE, AC. SERVICE. 5. CONTROLLERS FOR CONDENSATE PUMPS, DUPLEX AIR COMPRESSOR, SUMP AND EJECTOR PUMPS, ETC., SHALL BE FACTORY MOUNTED AND WIRED AS PART OF THE WORK OF THE HEATING, VENTILATING AND AIR CONDITIONING SECTION. 6. ALL MAGNETIC STARTERS SUBJECT TO MANUAL START AND IN DIRECT VIEW OF THE MOTORS THEY CONTROL SHALL HAVE MOMENTARY CONTACT START AND STOP BUTTONS AND PILOT LIGHT BUILT IN TO COVER. ALL MAGNETIC STARTERS SUBJECT TO ELECTRICAL INTERLOCK OR AUTOMATIC CONTROL SHALL HAVE HAND-OFF-AUTOMATIC SWITCHES AND PILOT LIGHT BUILT INTO COVER. ALL SELECTOR SWITCHES IN STARTERS SHALL BE OF THE MAINTAIN CONTACT ~PE. 7, WHERE STARTERS ARE NOT IN LINE OF SIGHT OF MOTORS THEY CONTROL, PROVIDE WITH ADDITIONAL LOCAL DISCONNECT SWITCH. 15. ALL STARTERS FOR 208/480 VOLT SERVICE SHALL HAVE (208/480)/120 VOLT TRANSFORMERS BUILT INTO EACH STARTER CASING. TRANSFORMERS SHALL SERVE ALL CONTROL CIRCUITS. EACH STARTER SUBdECT TO ELECTRICAL INTERLOCK AND/OR AUTOMATIC CONTROL SHALL HAVE THE NECESSARY AUXILIARY CONTACTS. ONE SET OF TERMINALS SHALL BE PROVIDED FOR EACH CONTROL CIRCUIT. CONTROL CENTERS SHALL BE PROVIDED WITH CONTROL TERMINAL BLOCKS. ALL MAGNETIC STARTERS SHALL HAVE THERMAL OVERLOAD IN EACH PHASE LEG AND LOW VOLTAGE PROTECTION. ALL COILS, CORES, RESISTANCE, INSULATION CONTACTS, TRIPPERS, ETC., OF STARTERS AND RELAYS SHALL BE OF THE APPROVED TYPE. ALL PARTS SUBJECT TO WEAR, ARCING, ETC., SHALL BE RENEWABLE. ALL WIRING, STARTERS, SWITCHES, ETC., SHALL BE IN FULL ACCORDANCE WITH NEC AND ALL LOCAL INSURANCE UNDERWRITERS' CODE REQUIREMENTS. FURNISH DETAILED COMPOSITE WIRING DIAGRAMS FOR THOSE INSTALLING ELECTRICAL WORK, AND FURNISH SUCH OTHER INFORMATION NECESSARY TO ASSURE THE PROPER CONNECTION, OPERATION AND CONTROL OF MOTORIZED EQUIPMENT, INCLUDING INTERLOCKS, AUTOMATIC OR SAFETY CONTROLS AND AUXILIARY CIRCUITS. FURNISH THE PERTINENT INFORMATION SUCH AS STARTING TORQUE REQUIREMENTS OF HIGH INERTIA EQUIPMENT, SO THAT THE PROPER ~'PE STARTER MAY BE PROVIDED BY THE STARTER MANUFACTURER. ALL INFORMATION IS SUBJECT TO THE REVIEW OF THE ARCHITEC% PROVIDE LAMACOID NAMEPLATE ATIACHED TO EACH STARTER IDENTIFYING THE SYSTEM IT SERVES. ALL FAN MOTORS SHALL HAVE A FAN SHUT DOWN RELAY INTERLOCKED WITH BUILDING FIRE ALARM CONTROL PANEL. AE. SEQUENCE OF OPERATION 1. AH-1 TO AH-lO AIR CONDITIONING UNIT CONTROL SEQUENCE THIS AIR CONDITIONING SYSTEM SHALL BE PROVIDED WITH AN ELECTRIC 7-DAY TIMECLOCK TO START AND STOP THE UNIT, THE TIMECLOCK SHALL HAVE HOLIDAY AND WEEKEND SKIP, MANUAL OVERRIDE SWITCH AND lO-HOUR SPRING-WOUND TIME RESERVE MECHANISM. PROVIDE A REMOTE OVERRIDE SWITCH WITH 0 TO 6 HOUR TIMER MOUNTED IN SWITCH AND LOCATED AS DIRECTED BY OWNERS REPRESENTATIVE. THERMOSTAT SHALL BE SIMILAR TO HONEYWELL T7500 PROGRAMMABLE THERMOSTAT. EACH UNIT WILL HAVE ONE (1) AVERAGING SENSORS. THE THERMOSTAT WILL BE LOCATED IN A SEPERATE ROOM AS DIRECTED BY OWNER. WHEN OUTDOOR AIR ENTHALPY IS GREATER THAN RETURN AIR, OUTDOOR AIR DAMPER TO GO TO MINIMUM POSITION AND RETURN AIR DAMPER TO OPEN AND WALL THERMOSTAT TO CONTROL MECHANICAL COOLING (CONSULT UNIT MANUFACTURER FOR NUMBER OF MECHANICAL COOLING STAGES). WHEN OUTDOOR AIR ENTHALPY IS LESS THAN RETURN AIR, OUTDOOR AIR DAMPER AND RETURN AIR DAMPER TO MODULATE TO MAINTAIN WALL THERMOSTAT SET POINT. A LOW LIMIT SENSOR IN THE MIXED AIR STREAM SHALL PREVENT THE ECONOMIZER CYCLE MIXED AIR TEMPERATURE FROM DROPPING BELOW 52'F. (TO PROTECT AGAINST COIL FREEZE UP). THE ECONOMIZER CYCLE SHALL NOT BE FUNCTIONAL IF THE OUTDOOR AIR TEMPERATURE IS ABOVE 70'F. WHEN THE WALL THERMOSTAT CALLS FOR HEATING, THE OUTDOOR AIR DAMPER TO BE CLOSED TO MINIMUM POSITION AND RETURN AIR DAMPER TO OPEN. A REMOTE SENSOR CONTROL WILL PROVIDE LOW AMBIENT LOCKOUT AND LOCKOUT THE REFRIGERANT COMPRESSORS AT 50 DEGREES F (ADJUSTABLE) SETPOINT. A REMOTE DAMPER POSITION POTENTIOMETER WILL BE PROVIDED TO ALLOW ADDITIONAL SETrlNG OF OUTSIDE AIR DAMPER OTHER THAN MINIMUM POSITION. g. SMOKE DETECTION 1) DUCT MOUNTED SMOKE DETECTOR SHALL BE PROVIDED IN THE SUPPLY AND RETURN DUCT OF THIS SYSTEM TO STOP THE AC UNIT WHEN SMOKE IS SENSED (FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED BY THIS CONTRACTOR). 2) WHEN SMOKE IS SENSED BY THE SMOKE DETECTOR SERVING ITS AIR CONDITIONING UNIT, A SIGNAL SHALL BE SENT TO THE BASE BUILDING FIRE ALARM CONTROL PANEL. A SIGNAL WILL THEN BE SENT FROM THE BASE BUILDING FIRE ALARM CONTROL PANEL TO SHUT DOWN THE AIR CONDITIONING UNIT AND ALL ASSOCIATED FANS AND DEVICES. PROVIDE EACH HVAC UNIT WITH SHUT DOWN RELAY INTERLOCKED WITH FIRE ALARM CONTROL PANEL FOR SHUT DOWN. FAN TO RUN CONTINUOUSLY DURING OCCUPIED MODE. HEATING SET POINT WILL BE 70 F. COOLING SET POINT WILL BE 75 F, THE ZONE TEMPERATURE SENSORS WILL INTERFACE WITH THE THERMOSTAT TO MAINTAIN ITS TEMPERATURE SETTING THRU THE UNIT MICRO CONTROLS, WITH NIGHT SET-BACK CAPABILITIES FOR COOLING/HEATING IN OCCUPIED MODES. j. UN~TS MUST BE PROGRAMMED FOR MORNING WARM UP A MINIMUM OF 1 HOUR (ADJUSTABLE) PRIOR TO OCCUPIED MODE. DUAL ENTHALPY CONTROLLED ECONOMIZER SHALL INCLUDE THE FACTORY INSTALLED COMPARATIVE ENTHALPY SENSORS LOCATED IN THE RETURN AND OUTDOOR AIR STREAMS. CONTROLLER SHALL COMPARE ENTHALPIES AND PROPORTIONALLY ADJUST THE OUTDOOR AIR LEVELS ACCORDINGLY. PTAC UNIT CONTROL SEQUENCE THE PTACL WILL BE CONTROLLED WITH FACTORY MOUNTED CCN DIGITAL CONTROLS WITH MODULATING CONTROL VALVES FOR STAND ALONE OPERATION. THE MOTORIZED OUTSIDE AIR DAMPER WILL CLOSE WHEN UNIT IS NOT IN OPERATION. 3. EXHASUT FANS ALL EXHASUT FANS TO BE CONTROLLED BY TIMECLOCK. TIMECLOCK TO BE COORDINATED IN FIELD AND LOCATED ON THE SIXTH FLOOR. HOURS OF OPERATION TO BE DETERMINED BY OWNER. CABINET HEATERS AND UNIT HEATERS AF. TESTING, ADJUSTING AND BALANCING 1. REQUEST FROM BUILDING ENGINEER TIME FOR TESTING TO BE PERFORMED. REQUEST THAT BUILDING SYSTEMS BE SET AT 100 % CAPACITY. BALANCE AIR FLOW TO ALL OUTLETS TO PROVIDE AIR QUANTITIES NOTED. SUBMIT A DETAILED BALANCING REPORT, SHOWING INSTRUMENTS USED, VAV BOX INLET AND OUTLET STATIC PRESSURE AND EXHAUST FANS, SUPPLY, RETURN TEMPERATURES AND ACTUAL VERSUS DESIGN AIR QUANTITIES FROM DIFFUSERS, GRILLES, REGISTERS, ETC. AFTER ADJUSTMENTS. MAKE ALL REQUIRED ADJUSTMENTS OF AIR AND WATER SYSTEM DEVICES UNTIL ALL SPECIFIED PERFORMANCES ARE MET. AIR AND WATER SYSTEM BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING FIRM CERTIFIED AND REGISTERED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) HAVING A MINIMUM OF FIVE YEARS' EXPERIENCE. SUBMIT EVIDENCE OF QUALIFICATIONS. TESTING AND BALANCING REPORTS SHALL BEAR THE NEBB STAMP AND SEAL AS REQUIRED. 4. AIR BALANCING a. PROVIDE VOLUME DAMPERS AS REQUIRED FOR FINAL BALANCING OF AIR SYSTEMS. EXISTING AIR VOLUME QUANTITIES AND TEMPERATURES AT THE POINTS OF CONNECTIONS OF NEW DUCTS WITH EXISTING DUCT RISERS AND OTHER SOURCES SHALL BE MEASURED AND RECORDED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND SHALL BE FORWARDED TO THE CONSULTING ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE QUANTITY OF AIR DISCHARGED OR EXHAUSTED BY EACH OUTLET SHALL BE WITHIN 10% OF THE AMOUNT SHOWN ON DRAWINGS BALANCE ALL SUPPLY, RETURN, FRESH AIR INTAKE AND EXHAUST DUCTWORK TO THE QUANTITIES INDICATED ON THE DRAWINGS WITH FOLLOWING TOLERANCES: 1) FANS - DESIGN VOLUME PLUS 5%. 2) LEAKAGE - 5% MAXIMUM. OUTLETS - DESIGN VOLUME PLUS 5%. 5. WATER BALANCING o. PROVIDE NECESSARY PIPING AND CONNECTIONS FOR BALANCING ALL WATER SYSTEMS. b. THE TENANT WATER SYSTEM SHALL BE VALVED TO ISOLATE IT FROM THE BASE BUILDING SYSTEM, AND THE FOLLOWING DONE: 1) THE CONDENSER WATER SYSTEM WILL BE HYDROSTATICALLY TESTED AT 1-1/2 TIMES THE WORKING PRESSURE, FOR A MINIMUM PERIOD OF TWO HOURS, WITH NO LEAKS. ALL NECESSARY TEST EQUIPMENT AND MANPOWER SHALL BE PROVIDED BY THE CONTRACTOR. THIS TEST SHALL BE COORDINATED BY THE CONTRACTOR AND IS TO BE WITNESSED BY A BUILDING OWNER'S REPRESENTATIVE. 2) THE TENANT SYSTEM SHALL BE FLUSHED TO REMOVE ANY CONSTRUCTION DEBRIS. 5) ALL LOW POINTS SHALL THEN BE GRAINED TO REMOVE DEBRIS. c. WATER SYSTEM TEST AND BALANCING SHALL BE CONDUCTED IN THE PRESENCE OF OWNER'S REPRESENTATIVE. CONTRACTOR SHALL SUBMIT WATER BALANCE DATA SHEETS AND REPORTS WHICH TABULATE TEST DATA FOR FINAL ADJUSTED SYSTEM CONDITIONS INCLUDING: DESIGN QUANTITIES FOR ALL WATER SYSTEM COMPONENTS, FLOW RATE, GPM, SUCTION AND DISCHARGE HEAD PRESSURE, TDH, AMPERAGE, BRAKE HORSEPOWER, MOTOR HORSEPOWER, RPM AND THE DESIGN QUANTITIES RELATING TO THESE CONDITIONS, PERFORMANCE TESTING o. UPON COMPLETION OF THE INSTALLATION, TEST AND BALANCE ALL EQUIPMENT AND SYSTEMS UNDER FIELD OPERATING CONDITIONS TO DEMONSTRATE IT'S COMPLIANCE WITH SPECIFICATION REQUIREMENTS. b. SHOULD ANY PART OF THE SYSTEM FAIL TO MEET THE CONTRACT REQUIREMENTS, ADJUST, REPAIR OR REPLACE ALL DEFECTIVE OR INOPERATIVE PARTS AND AGAIN CONDUCT THE COMPLETE PERFORMANCE TEST. c. SUBMIT TEST RESULTS TO THE OWNER AND ENGINEER. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRW~EN AUTHORIZATION OF Thames Campigllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIT[EN CONSENT OF TCA ARCHITECTURE, Thomas Campiglio, Architect, PLLC. ~) Copyright 2006 Th~mos Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPL DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: snglmeon_togo2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1858 FAX NO (212) 785-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE. NEW YORK, NY 10016 TeJ: (212) 245-6300 ' Fax: (212) 76548511 http //www.sierhngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1536 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING SPECWICATIONS, SHEET 3 SEAL H 9 SHEET NUMBER 76 LCRAW EXISTING SEWAGE EJECTOR & VENT TO REMAIN EXISTING SANITARY AND C.O. MAIN TO REMAIN FOR FIRST 3'-00" EXISTING SANITARY AND C.O. MAiN TO REMAIN FOR FIRST 3'-00" il [~'- EXISTING UNDERGROUND PIPING J EXISTING OVERHEAD SANITARY FROM FIRST FLOOR KITCHEN ~ EXISTING PUMP PIPING -- (E)2-1/2" UNDERGROUND PIPING '////// GROUND FLOOR PLUMBING DEMOLITION PLAN SCALE: 1/8" = 1'-0" PROJECT DEMOLITION NOTES THE CONTRACTOR IS TO ISOLATE, DRAIN AND REMOVE ALL EXISTING COLD WATER. HOT WATER AND HOT WATER RETURN PIPING LOCATED IN CRAWL SPACE. ALL PIPING IN AREA IS TO BE REMOVED. THE CONTRACTOR IS TO REMOVE ALL SANITARY PIPING IN CRAWL SPACE. THE EXISTING SANITARY LINE FROM THE KITCHEN AND BASEMENT EJECTOR IS TO REMAIN IN OPERATION, CONTRACTOR IS TO INCLUDE ALL OVERTIME COSTS IN BID FOR TIE IN. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DE~AILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING, TO REMOVE EXISTING BACKFLOW PREVENTER THIS PIPING ALSO TO BE REMOVED AS PER CRAWL SPACE KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglio Architect. PLLC, DBA TCA ARCHITECTURE, NO REPRODUCTION. IN WHOLE OR IN PART, SHALL 6E MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Complglla Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WBITrEN CONSENT OF TCA ARCHITECTURE, Thomos Compiglio, Architect. PLLC, (~)Copyright 2008 Thomos Complgllo Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/06 ISSUED TO BLDG. DEPT. DATE I REASON FOR ISSUE PROJECT RENOVATIONS TO: Snglmeon_togo2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORKr NY 10016 TEL. NO, (212) 686-1858 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC, 2 PARK AVENUE, MEZZANINE, NEW YORK, NY 10016 Tel. [212) 245-6300. Fax: (212] 765~6511 http://~cw sterhngnyc.com CONSULTANT MEP ENGINEERS JA~S, LASA~A& 11 OVAL DRIVE SUITE 129 ASSOCIATES, ISLANDIA, NY 11749 LLP TELEPHONE: 631.592.2660 FACSIMILE: 651,252.1556 JLA JOB~ OBAE-O0174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR PLUMBING DEMOLITION PLAN SEAL DP 1 SHEET NUMBER 77 i DRAWINGS &t SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Complglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Compiglio ArchRect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTtOH OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRflTEN CONSENT OF TCA ARCHITECTURE, Thomos Complglla, Architect, PLLC. (~ Copyright 2008 Thomos Complgllo Architect, PLLC. DBA. TCA ARCHITECTURE c.,.,..,..u. PLUMBING DEMOLITION NOTES i ~ ~ TO REMOVE ALL EXISTING PLUMBING FIXTURES INDICATED. ALL CONTRACTOR IS i E:XmNC EXISTING PIPE SLEEVES AND HOLES NOT USED TO BE PATCHED. UNK I i _ 2. THE EXISTING KITCHEN IS TO REMAIN IN OPERATION, THERE CAN BE NO _ DISRUPTION OF SERVICE AT ANY TIME DURING CONSTRUCTION. .% THE CONTRACTOR IS TO ISOLATE, DRAIN AND REMOVE ALL EXISTING COLD WATER, HOT WATER AND HOT WATER RETURN PIPING LOCATED IN THE CEILING AND A~IC EX~S~N~ THAT SUPPORTS THE FIXTURES BEING REMOVED. DINING AND RECREATION I ARE~ = 1,7B2 SO. FT.! 4, THE CONTRACTOR IS TO REMOVE ALL VENT PIPING IN CEILING. THE EXISTING VENT I THROUGH ROOF PENETRATIONS ARE TO BE USED FOR PATIENT ROOM AREAS. _ ~ - 5. THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT, THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION, THE = PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. i ( o ,r .................................... ~ ~- ........................ ] -- -- ~r - -~[- ........................ 4 ~23222:-_ ............................ q 2 8/27/08 ISSUED TO BID HI H I F i ~ i 1 8/12/08 ISSUED TO BLDG, DEPT. .................. ~J $ ar- % LL :% ,! , ~ I .......... · -- T r-=~ I , , , , , TCA ~ I _ ~ : _ [ ~ ~ , THOMAS CAMPIGLIA, ARCHITECT, PLLC ,, ,, j ~ ~ _ ~ ~ ~ ~ 2 P~K AVENUE, ME.NINE NEW YORK, NY 1D016 11 , % ~ ~ ................................................ ~ 5 ' ............................................. :¢ / / -X~' I TEL NO (212,686-1858 F~NO (212, 765-8511 2 PARK AVENUE, ME--NINE NEW YORK, NY 10016 -- Tel: (212) 2~-6300, F~: (212) 765-8511 , , [ [ ~ [ Z~ ][ ~] ~ =====T d ~ I I II I I II ~ ~ ~ ~ ~ ~ ~ I , ~ ~ ~ ...... .r~ ~//// ~ [~. ,' _1 Ill! 7 ~ I I ~ il I ~ ~ II CLIENT PROd, NO, CHECKED TNC ~ e [, ~[ ~ ~ ~ e .I l, ~ l  ] ~ 1 [ DEMOLITION PL~ FIRST FLOOR PLUMBING DEMOLITION PLAN ~,,~x~¢.~.X.~z KEY PLAN SEAL SHEET NUMBER PLUMBING SPECIFICATIONS A. THE CONTRACTOR SHALL FURNISH AND INSTALL A PLUMBING SYSTEM COMPLETE WITH ALL EQUIPMENT, PIPING, VALVES, INSULATION, CONTROLS, ACCESSORIES AND ASSOCIATED WORK IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE, ALL AUTHORITIES HAVING JURISDICTION, AND THIS SPECIFICATION. B. THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING, SCAFFOLDING, AND SERVICES TO COMPLETE THE SYSTEM AND PROVIDE THE OWNER WITH FULLY OPERATIONAL SYSTEM. C. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. D. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, E. THE NEW DRAINAGE, VENT AND WATER PIPING SHALL CONFORM TO NEW YORK STATE BUILDING CODE REQUIREMENTS. TEST, REPLACE DEFECTIVE PIPE, AND RETEST. F. GAS PIPING: 1. ALL PIPE AND FITTINGS SHALL BE NEW, COMPLY WITH NYS FUEL GAS CODE AND KEYSPAN REQUIREMENTS ANB SHALL BE OF THE MATERIALS AND WEIGHTS SPECIFIED IN THE SCHEBULE FOLLOWING: OR AS PER NOTED IN FUEL/GAS CODE OF NYS. SERVICE PIPE SIZE PIPE MATERIAL FITTINGS SCHEDULE 40 4"SIZE & UNDER THREADED FUEL GAS M. IRON, B16.5 CL 150 ~,BOVE GROUND ALL GALVANIZED STEEL 4" ASTM-A-55 TYPE S GR. B OVER SIZE. WELBED B16.9 OR B16.11 SCHEDULE 40 FUEL GAS ASTM-A-106 GR B OVER 4" SIZE, WELDED BELOW GROUNB ALL W/ PROTECTIVE COATING B16.9 OR B16.11 PER KEYSPAN REQUIREMENT 2, ALL PiPE AND FITTINGS SHALL BE TESTED IN ACCORDANCE WITH THE FUEL GAS CODE OF NYS. DOMESTIC WATER PIPING: 1, HOT AND COLD WATER PIPING: COPPER TUBING, TYPE "L". BRONZE. JOINTS: 95-5 (TIN AND ANTIMONY) SOLDER. GATE VALVES: ALL BRONZE, SIMILAR TO STOCKHAM B-109. OR TEFLON DISC, SOLDER ENDS. BALL VALVES: TWO PIECE, BRASS, SOLDER ENDS, 400 PSI. & FITTINGS: SANITARY, VENT PIPE 1. FITTINGS: WROUGHT OR SWING CHECK, BUNA-N SIMILAR TO STOCKHAM B-310B. TEFLON SEAT, C.P. BALL, STOCKHAM S-214-S, ABOVE GROUND: HUBLESS CAST IRON SOIL PIPE CONFORMING TO ClSPI STANDARD 301-72 OR ASTM A88B, WITH STAINLESS STEEL CORRUGATED SHIELD, STAINLESS STEEL BANDS AND ASTM C564 RUBBER SLEEVE (ALL PER CISPI STANDARD 510). BELOW GROUND: HUB-AND-SPIGOT, CAST IRON PIPE AND FI%FINOS PER ASTM A74 EXTRA-HEAVY CLASS, PIPE INSTALLATION: 1. ALL CONNECTIONS BETWEEN DISSIMILAR PIPING MATERIALS SHALL BE MADE WITH DIELECTRIC INSULATING COUPLINGS TO PREVENT GALVANIC CORROSION. 2. ALL PIPING, EXCEPT FOR THE NECESSARY PITCH, SHALL BE RUN AS STRAIGHT AND DIRECT AS POSSIBLE, PARALLEL TO WALLS, BEAMS, AND GIRDERS. STACKS AND RISERS SHALL BE PLUMB AND TRUE. THE VARIOUS SYSTEMS OF PIPING SHALL BE INSTALLED iN ORDERLY PARALLEL GROUPS, NEATLY SPACED, AND WITH CLEARANCES ALLOWED FOR COVERINGS. 3. ALL NIPPLES SHALL BE OF THE SHOULDER TYPE AND OF THE SAME WEIGHT AND MATERIAL AS THE PIPE CONNECTED. ALL NIPPLES SHALL HAVE DESIGNATION MARK BY THE MANUFACTURER. CLOSE NIPPLES, WHERE PERMI~FED SHALL BE EXTRA STRONG WEIGHT. NO BUSHING OF ANY KIND SHALL BE IN THE PIPING SYSTEMS. WHEN NECESSARY TO PERMIT EASY MAINTENANCE OF REMOVAL OF PIPING OR SPECIALTIES, FLANGES OR GROUND FACE UNIONS SHALL BE INSTALLED. ECCENTRIC REDUCING FITTINGS SHALL BE INSTALLED ON HORIZONTAL PIPING WHEN THEY ARE NECESSARY TO AFFORD COMPLETE DRAINAGE OF PIPING SYSTEM. 4. CLEAN THREADS AND APPLY SUITABLE AMOUNT OF TEFLON TAPE OR TEFLON PIPE. PIPE DOPE ONLY ON MALE THREADS PRIOR TO MAKING JOINT. PROVIDE EXPOSED FERROUS PIPE THREADS WITH ONE COAT OF PRIMER APPLIED TO A MINIMUM DRY FILM THICKNESS OF 1.0 MIL. DO NOT THREAD METAL PIPE TO PLASTIC PIPE. 5. PIPING SYSTEMS ARE NOT TO BE OPERATED UNTIL CONSTRUCTION DIRT AND DEBRIS HAVE BEEN REMOVED FROM THE SYSTEM. 6. ALL PIPING SYSTEMS SHALL HAVE PRE TENSIONED SNAP AROUND PiPE MARKERS. PRE COILEB SEMI RIGID PLASTIC FORMEB TO COVER FULL CIRCUMFERENCE OF INSULATED OR BARE PIPE, 7. FIRESTOP ALL PENETRATIONS OF NEW PIPING THRU NEW AND EXISTING FIRE/SMOKE BARRIERS ABOVE THE HUNG CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE 3M FIRE BARRIER CP 25 N/S CAULK. 8. THREAD JOINTS: THREAD PiPE WITH TAPERED PIPE THREADS ACCORDING TO ASME B1.20,1. 9. WELDED dOINTS: CONSTRUCT JOINTS ACCORDING TO AWS D10.12, USING QUALIFIED PROCESSES PER ASME BOILER AND PRESSURE VESSEL CODE: SECTION IX, WELDING AND BRAZING QUALIFICATIONS. 10. FLANGED JOINTS: SELECT APPROPRIATE GASKET MATERIAL, SIZE, TYPE AND THICKNESS FOR SERVICE APPLICATION. INSTALL GASKET CONCENTRICALLY POSITIONED. USE SUITABLE LUBRICANTS ON BOLT THREADS. 11. VALVES: ALL VALVES SHALL BE SUITABLE FOR GAS SERVICE AND COMPLY WITH NYS FUEL GAS CODE AND KEYSPAN REQUIREMENTS. PIPE INSULATION: 1. PREFORMED MINERAL-FIBER PIPE INSULATION PER ASTM C547 TYPE I, WITH FACTORY APPLIED, ALL PURPOSE, VAPOR-RETARDER dACKET. 2. PREFABRICATED THERMAL INSULATING FI~ING COVERS PER ASTM C450 FOR VALVES, ELBOWS, TEES AND FLANGES. 3.INSULATION THICKNESSES: a, HOT WATER SUPPLY & RETURN PIPE <_ 2": 1" THICK HOT WATER SUPPLY & RETURN PIPE > 2": 1-1/2" THICK b. COLD WATER PIPE <_ 2": 1" THICK COLD WATER PIPE > 2": 1-1/2" THICK HANGERS AND SUPPORTS: 1. HORIZONTAL CAST IRON SOIL PIPE. CLEVIS TYPE HANGERS WITH STEEL RODS AND SPACED 5'-0" ON CENTERS, PIPING 1-1/4" AND SMALLER SHALL BE SUPPORTED EVERY 8'-0" MAXIMUM. THERE SHALL BE NO METAL TO-METAL CONTACT AT SUPPORTS. PROVIDE SHEET METAL STRIPS UNDER INSULATED PIPING. PROVIDE EXPANSION SHIELDS SIMILAR TO HILTI FOR FASTENING HANGER RODS. 2. HORIZONTAL COPPER PIPE SHALL BE SUPPORTED EVERY 60" FOR 5/4"¢ AND SMALLER SIZES; 72" FOR SIZES > 5/4"¢ AND _< 1-1/4"¢; 96" FOR SIZES 2"¢ WITH 3/8"¢ THREADED ROD. COPPER PIPE SUPPORT MATERIALS AND TYPES SHALL BE PROVIDED AS PER GENERALLY ACCEPTED ENGINEERING STANDARDS. 5. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. PIPING SHALL NOT BE HUNG FROM OTHER PIPING OR FROM PLASTER CEILINGS, 4. PAINT STEEL HANGERS AND SUPPORTS INCLUDING RODS, INSERTS, ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE GALVANIZED MATERIALS. 5. PIPE HANGERS AND SUPPORTS SHALL CONFORM TO MSS SP-Bg-1985 L, PLUMBING FIXTURES: (REFER TO FIXTURE SCHEDULE ON THIS DRAWING) M. ESCUTCHEONS: 1. WHERE PIPING IS EXPOSED, PROVIDE CHROME PLATED ESCUTCHEONS WHEREVER A WALL, FLOOR OR CEILING IS PENETRATED. N, SLEEVES: 1. PROVIDE SLEEVES WHERE FLOORS OR ROOFS ARE PENETRATED. 2. FLASH SLEEVES THROUGH ROOF TO ROOF DECK MEMBRANE. WATERPROOF PIPE PENETRATION THROUGH SLEEVE. O, DOMESTIC WATER CIRCULATOR: 1. TACO (REFER TO SCHEDULE ON THIS DRAWING) 2. PROVIDE 7 DAY TIME CLOCK TO RESTRICT OPERATION OF CIRCULATOR TO OCCUPIED HOURS. 3. PROVIDE AQUASTAT FOR PUMP CONTROL. P. CLEANINGS: 1. CLEAN AND DISINFECT POTABLE DOMESTIC WATER PIPING USING PROCEDURES PRESCRIBED BY AUTHORITIES HAVING JURISDICTION; OR IF METHODS NOT PRESCRIBED, PROCEDURES DESCRIBED IN EITHER AWWA C651 OR AWWA C652. Q. INSPECTION, TESTING AND ADJUSTING INSTALLED SYSTEMS: 1. DO NOT ENCLOSE, COVER OR PUT PIPING INTO OPERATION UNTIL IT HAS BEEN INSPECTED AND APPROVED BY AUTHORITY HAVING JURISDICTION. R. SUBMI~ALS: 1. ONE (1) REPRODUCIBLE COPY OF "AS BUILT" DRAWINGS. 2. PROVIDE OPERATING INSTRUCTIONS AND MANUALS FOR ALL PROVIDED EQUIPMENT. @ ADA AFF BLDG Cl CO CONT CU Pr CV CW DCDA DI DN DPCO DWG DWH EA EL EWC FAI FD GPH GPM IN INV PLUMBING FIXTURE SCHEDULE ~ FIXTURE TRIM CARRIER CONNECTION SIZE ROU.~N SIZE  HOT COLD WASTE COLD WASTE VENT FIXTURE FIXTURE PLAN MANUFACTURER MANUFACTURER WATER WATER ~ WATER REMARKS ID TAG SYMBOL MANUFACTURER TYPE MODEL NO. MODEL NO. MODEL NO. / WALL MOUNTED, CONCEALED TANK SACK WATER CLOSET ~ SPECIFIED BY SPECIFIED BY SPECIFIED BY SPECIFIED BY ~ ~ 4" N/A 1/2 4" 2" OUTLET. REFER TO MANUFACTURERS WC-5 WC-5 DO FLOORTANKMOUNTEDTYpE '~RCHITECT ARCHITECT ARCHITECT ARCHITECT ,- INSTALLATION INSTRUCTIONS WATER CLOSET SPE~Y SPECIFIED BY SPECIFIED BY SPECIFIE~,,~ 4" 4" 2" WC-6 WC-6 [~0 FLOOR TANK MOUNTED TYPE ARCHITECT ~. ARCHITECT ARCHITECT ARC, CT N/A 1/2 N/A 1/2 SPECIFIED BY ~PECIFIED BY 1/2 1/2 1-1/2 1/2 1/2 1-1/21-1/4 HANDICAPPED SPECIFIED BY ~,ARCHITECT ARCHITECT ARCHITECT HLAV HLAV [] ACCESSIBLE ARCHITECT LAVATORY COUNTER TYPE SPECIFIED BY SPEC-'~r.~ED~_By SPECI SPECIFIED BY 1/2 1/2 1-1/2 1/2 1/2 1-1/2 1-1/4 S-1 S-1 [] SINK ARCHITECT ARCHITEDff--.,,.% A~J;t~TECT ARCHITECT S-2 S-2 [] WALL MOUNTED SPECIFIED BY SPECIFIED BY ~ //SPECIFIED BY SPECIFIED BY 1/2 1/2 1-1/2 1/2 1/2 1-1/2 1-1/4 SINK ARCHITECT ARCHITECT ~. ARCHITECT ARCHITECT S-$ S-3 ~ WALL MOUNTED SPECIFIED BY SPECIFIED BY J "~IFIED BY SPECIFIED BY 1/2 1/2 1-1/2 1/2 1/2 1-1/2 t-1/4 SINK ARCHITECT ARCHITECT/ ARCT~T ARCHITECT SK-3 SK-3 Q CLINICAL SPECIFIED BY Sp~'~ED BY SPEC,FlED ~ SPECIFIED BY 4" SINK ARCHITECT /,~ARCHITECT ARCHITECT ~ ARCHITECT MS MS E~ LC/MOP SINK SPECIFIED ARCHITECT ARCHITECT ARCHITECT ARC HITE~ BY SH SH [] SHOWER SPEOIFI~BY SPECIFIED BY SPECIFIED BY SPECIFIED BY 1/'~2 ~.~ - 1/2 1/2 - - LEAD PAN A~ITECT ARCHITECT ARCHITECT ARCHITECT '~ BY OWNER SEE BID ALLOWANCE _ _ - FOR FIXTURE COST. UTILITY T1 T1 ~ PIER TUB / SPECIFIED BY SPECIFIED BY SPECIFIED BY SPECIFIED BY - - ~ ROUGHING SHOULD BE PART OF ARCHITECT ARCHITECT ARCHITECT ARCHITECT BASE BID. F~.~j~.--SINK JR SMITH 12"SQ, 1/2 GRATE 6" DEEP,3" OUTLET - - 3 - '~'~'~"~2 FS FS [] 3110 12 DOME BOSOM J JR SMITH 6- CIA AREA DRAIN 3" OUTLET - _ 3 - _ 3 FD FD ~ FLOOR DRAIN 2005-A / TACO SERIES HWRCP-1 H,~'¢ (~ CIRCULATION PUMP 12 GPM @ 25FT TDH 120V/1PH/1/4 HP II O0 CIRCULATOR NOTE: 1. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE SCHEDULE. ABBREVIATIONS AT CENTERUNE AMERICANS WITH DISABILITIES ABOVE FINISHED FLOOR BUILDING CAST IRON CLEANOUT CONTINUOUS, CONTINUE CUBIC FEET CHECK VALVE COLD WATER DOUBLE CHECK DETECTOR ASSEMBLY DUCTILE IRON DOWN DECK PLATE CLEANOUT DRAWING DOMESTIC WATER HEATER EACH ELEVATION ELECTRIC WATER COOLER FRESH AIR INTAKE FLOOR DRAIN FOOT; FEET GALLONS PER HOUR GALLONS PER MINUTE HUNG CEILING INCH INVERT dC JANITOR CLOSET KS KITCHEN SINK ACT LAV LAVATORY MAX MAXIMUM MIN MINIMUM N/A NOT APPLICABLE NO NUMBER P PROTECTED WATER PD PUMP DISCHARGE PG PROPANE GAS PSI POUNDS PER SQUARE INCH RD ROOF DRAIN RL RAINLEADER RM ROOM RPZ REDUCED PRESSURE ZONE PS PANTRY SINK SAN SANITARY SQ SQUARE ST STORM WATER SS SERVICE SINK TD TRENCH OR TROUGH DRAIN THK THICK(NESS) TYP TYPICAL UL UNDERWRITER'S LABORATORY V VENT VTR VENT THROUGH ROOF WPCO WALL PLATE CLEAN OUT W WASTE WC WATER CLOSET GENERAL NOTES LEGEND ~ ST ~ s I01 4 I,CO 0 DPCO 0 FD CW HW HWR SAN SAN V G ST 1. DRAWING SPECIFICATIONS ARE PART OF THIS CONTRACT, 2 THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION DF THE PIPING AND SUGGEST PROPER ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HiS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. S. THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. VERIFICATION SHALL BE MADE AS TO THE ACTUAL LOCATIONS WHERE NEW PIPE RUNS WILL TIE INTO EXISTING WORK AND CLEARANCES WITH STRUCTURAL MEMBERS. THE CONTRACTOR SHALL INCLUDE ALL COSTS OF ANY KIND WHATSOEVER WHICH ARE INCURRED THROUGH LIMITATIONS OF THE EXISTING CONDITIONS. 4. THE DRAWINGS ON THESE PLANS ARE DIAGRAMMATIC. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH OTHER TRADES AND THE BUILDING STRUCTURE. NO EXTRA PAYMENTS WILL BE AUTHORIZED FOR REROUTING OR REMOVAL OE INSTALLED WORK DUE TO LACK OF COORDINATION WITH OTHER SYSTEMS. 5. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUFFING AND PATCHING OF WALLS. FLOORS AND CEILINGS AS REQUIRED FOR INSTALLATION OF HIS WORK. 6. THIS CONTRACTOR SHALL FURNISH AND INSTALL ACCESS PANELS AS REQUIRED WHERE ACCESSIBILITY TO COMPONENTS (VALVES, TRAPS, CLEANOUTS, ETC.) iS REQUIRED FOR MAINTENANCE AND/OR SYSTEM OPERATION. 7. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS SHALL BE SEALED FIRE AND SMOKE TIGHT WITH AN APPROPRIATE U.L. LISTED FIRESTOPP[NG MATERIAL AND OR SYSTEM, 8. ALL PENETRATIONS THROUGH FOUNDATIONS AND EXTERIOR WALLS SHALL BE PACKED WITH OAKUM AND SEALED WITH A WATERPROOF, NON-HARDENING SEALANT. 9. FURNISH AND INSTALL UNDERSlNK PROTECTIVE PIPE COVER KITS ON EXPOSED PIPING AT ALL ADA ACCESSIBLE SINKS AND LAVATORIES. 10. COORDINATE FIXTURE ROUGH-INS AND INSTALLATIONS WITH THE ARCHITECTURAL PLANS. 11. ALL EXPOSED DOMESTIC WATER DISTRIBUTION PIPING IS TO BE INSULATED. 12. PROVIDE SHUT-OFF VALVES AT ALL BRANCH PIPING TAKE-OFFS (UNO) AND AT ALL CONNECTIONS TO EQUIPMENT. PROVIDE UNIONS AT ALL EQUIPMENT CONNECTIONS. 15. PROVIDE DRAINS WITH HOSE ADAPTERS AND CAPS ON PIPING AT ALL LOW POINTS. PROVIDE MANUAL VENTS ON PIPING AT ALL HIGH POINTS. 14. COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL CONTRACTOR. PLUMBING INSTALLATION CRITERIA EACH BIDDER SHALL VISIT THE SITE AND BECOME INFORMED AS TO THE CONDITION OF THE PREMESIS AND THE EXTENT AND CHARACTER OF WORK REQUIRED. NO ADDITIONAL COMPENSATION WiLL BE APPROVED DUE TO FIELD CONDITIONS. PROVIDE ROUGH-IN AND FINAL CONNECTIONS FOR ALL PLUMBING FIXTURES INCLUDING WASTE, VENTS, HOT AND COLD WATER, AND PROVIDE ALL PLUMBING WORK NECESSARY TO MAKE ENTIRELY OPERABLE AND ACCEPTABLE TO LOCAL HEALTH AND BUILDING OFFICIALS. PLUMBING CONTRACTOR SHALL LOCATE ALL PIPING AND PLUMBING ROUGH-IN FOR PLUMBING FIXTURES IN ACCORDANCE WITH EXISTING CONDITIONS, ALL VISIBLY EXPOSED PIPE TO EQUIPMENT SHALL BE CHROME PLATED BRASS. PROVIDE SHUT-OFF VALVES FOR EACH PLUMBING FIXTURE. PROVIDE TRAPS ON ALL WASTE PIPING FROM PLUMBING FIXTURES, COORDINATE POSITION OF SLEEVES AND OPENINGS THROUGH FLOOR WITH THE EXISTING STRUCTURE AND STRUCTURAL ENGINEER. PROVIDE VACUUM BREAKERS AND CHECK VALVES FOR THE PLUMBING FIXTURES WHERE AND WHEN REQUIRED BY CODE. ALL PIPING AND EQUIPMENT SHALL BE SUBSTANTIALLY SUPPORTED FROM THE BUILDING STRUCTURE. HANGER AND SUPPORTS SHALL BE SPECIFICALLY APPROVED FOR USE iN PLUMBING SYSTEMS. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED LOCATIONS, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. NO PLUMBING PIPING SHALL BE HUNG FROM THE PIPING OF OTHER TRADES OR DUCTWORK, HANGERS SHALL BE OF HEAVY CONSTRUCTION, SUITABLE FOR THE SIZE OF PIPE TO BE SUPPORTED. PLUMBING FIXTURES SHALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS AND APPROVED BY ARCHITECT. COLD WATER HOT WATER HOT WATER RETURN SANITARY (BELOW FLOOR) SANITARY (ABOVE FLOOR) VENT NATURAL GAS STORM WATER LIMIT OF CONTRACT WORK PLAN ELBOW PIPE DOWN PIPE UP PLAN TEE TEE UP TEE DOWN CAPPED PIPE GATE VALVE BALL VALVE CLEANOUT DECK PLATE CLEANOUT FLOOR DRAIN SANITARY RISER NUMBER DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERP¢ OF Thomas Campigtla ArchRect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IR WHOLE OR IR PART, SHALL BE MADE WITHOUT THE WRI'FrEN AUTHORIZATION OF Thomas Campiglia ArchBecl. PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF ~E PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia. Architect. PLLC. I~)CopyHght 2008 Thomas Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEP% DATE REASON FOR ISSUE ~OJECT RENOVATIONS TO: snglmeon_to§o8,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 666-1858 FAX NO, (212) 765~8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ' NEWYORK, NY 10016 Tel: (212) 245~6300 Fax: (212) 765-6511 http://www sterlingnyc,cem CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 6S1,592.2660 FACSIMILE= 651.252.1556 JLA J08~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL NOTES, SCHEDULES AND LEGEND SEAL P 1 SHEET NUMBER 79 ILJl _i i"L 11/2"( L4 L4~ C~O 4~ i1 1/2" I ICO EXISTING SEWAGE EJECTOR ~ VENT TO 1 1/2' 1 1/2" 1/2" 4" ~ ~/2"[~ COl ~, ~, I 1/2"~ (4'( cc 4~ CRAWL SPACE 1 1/2" L3" 4~, ~1 1/2" 4" · ,,l&? ? ? CO 1 1/2" 1 1/2' EXISTING HOUSE TRAP & FAI TO REMAIN -- 4~ II m i LI - EXISTING UNDERGROUND PIPING EXISTING PUMP DISCHARGE PIPING-- EXISTING OVERHEAD SANITARY FROM FIRST FLOOR KITCHEN ~ CO UNDERGROUND PIPING 4" 11/2" 11/2" II i ~/2" CONTRACTOR TO COORDINATE PIPING INSTALLATION WITH CEILIN6 REMOVAL OF IN FIELD. -- I I 1 ~ 1 1/2" 3** 4~ 4~ / co 'x 4% 11/2~ 3" 4,,]C0~ 3" CO ® ® -- PIPE SLEEVE LOCATION (TYP.) CONTRACTOR TO COORDINATE Al~L CORE DRILLING AND P PE SLEEVE LOCATIONS PROVIDE SHOP DRAWING, ALL SLAB CORE DRILLING WORK TO BE PRICED ON OVERTIME BASIS ASI DII~ECTED BY OWNER. 1/2' 4" ,t J ,,co~,, GROUND FLOOR SANITARY PLAN SCALE: 1/8" = 1'-O" PROJECT NOTES THE CONTRACTOR TO FOLLOW THE PHASE CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE CONTRACTOR TO INSTALL SANITARY PIPING AS SHOWN. THE CONTRACTOR IS TO INSTALL PIPE SLEEVES THROUGH ALL WALLS AND FLOORS FOR PIPE PENETRATIONS AS REQUIRED, PROVIDE SHOP DRAWING FOR REVIEW. ALL FLOOR DRAIN TO BE RELOCATED TO THE CENTER OF ALL SHOWERS REFER TO ARCHITECTURAL DRAWING FOR FINAL LOCATION, KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglia Architect. PLLC~ DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRflTEN CONSENT OF TCA ARCHITECTURE. Thomas Campiglio, Architect, PLLC. ~)CopyHght 2008 Thomos Campiglio Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO SLDG, DEPT, DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeon_togoELJp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 Fax; (212) 765-8511 http:/hccww.sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631,592,2660 FACSIMILE: 651,252.1556 JLA JOB~ OBAE-OO17A CONSULTANT CONSULTANT CLIENT PRO& NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN X× CHECKED TNC DAT~ 06-11-08 DRAWING GROUND FLOOR SANITARY PLAN SEAL P 2 SHEET NUMBER 80 3/4" HW ~/4" ow / (7,4 F.U,) '~' 1/2" HW~ 3/4" HW (3.0 F.U.) ~ .~ (7.4 F.U. 3/4" HW 1" CW (7.4 F.U.) J ~_p(~ 3/4" HW (1.5 F.U.) (3.7 F.U.) ~'""~ 1" CW ~'"'--- 3/4" HW ~-- 3/4" HWR (~; 5/4" HW E~I" CW 3/4" HW (3.7 F.U.) ~ 1/2" CW HW _. cw ..._....~ F.U.) ~] 1-1/4" cw ~(31.1 F.U.) 1" BW '~ (13.S F.U.) 3/4" HWR ¢3.3 F.u,) ~ 1-1/2" CW 1-1/4" HW (22'~,--~LU~)/4" CW cw TI- ®---;.0%., /1: ~1" CW ~ ~ (14.8 F.U.) 1' HW F.U.) ~(3.o F.U.) LI" OW (7.4 F.U.) PIPE SLEEVE LOCATION (TYP.) CONTRACTOR TO COORDINATE ALL CORE DRILLING AND PIPE SLEEVE LOCATIONS PROVIDE SHOP DRAWING. ALL SLAB CUTTING AND CORE DRILLING WORK TO BE PROVIDED ON OVERTIME BASIS OR AS BIRECTED BY'OWNER. ~-~/4" cw 3/4" HW 1/2" 1/2" 1/2" CWf 3/4" HW~3/4" HW II 1/2" H&CW 3/4" HWR 1-1/2" HW 2" CW EXISTING GAS EXISTING SERVICE SEE SITE PLAN CONTINUATION EXISTING BOILERS HOT WATER STORAGE TANKS TO DOMESTIC HEAT EXCHANGERS CW TO BOILER WITH DDC HOT WATER HEAT EXCHANGERS. INSTALLED UNDER SEPARATE CONTRACT 2" CW TO SOUTHSIDE I I PIPE SLEEVE (TYP) !/2" HW 1 OW UP~ L~ 3/4" 1" CW 3/4" HW ][ 3/4" HW HWR HW 1" CW FOR UP - 2-1/2" CW ///~ 3/4" HWR 1-1/2" HW 2" CW I'~ BALANCING VALVE, 1" OW 3/4" H&CW UP 1-1/2" CW ~ 1-1/2" HW~\ 3/4" HWR ~\\ HW 1/2" H&CW UP~ CHECK VALVE & THERMOMETER SLEEVE (TYP) OW ; EXISTING DRYWELL / 2-Y2" PEBCO 805YD RPZ IN ABOVE GRABE HB3N HOT BOX ENCLOSURE. FINAL LOCATION TO BE FIELD COORDINATEB. CONTRACTOR TO PROVIDE 82"LX38"WX4" THICK CONCRETE PAB i~'"'~SEE SITE PLAN FOR CONTINUATION 5/4" HW ISOLATION BALL VALVE 1" CW 5/4" HWR 1" HW ~ I-1/4" CW HWR 1" HW 1-1/4" CW HW 3/4" HW ~ 1" CW HWR HW 1" cw GROUND FLOOR DOMESTIC WATER PLAN SCALE: 1/8" = 1'-0" PROJECT NOTES 1, THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. 2. THE CONTRACTOR TO INSTALL HOT WATER, COLD WATER AND HOT WATER RETURN PIPING AS SHOWN, THE CONTRACTOR IS TO CORE DRILL AND INSTALL PIPE SLEEVES THROUGH ALL WALLS AND FLOORS FOR PIPE PENETRATIONS. ALL PIPE HANGERS ARE TO BE NEW. NO EXISTING HANGERS CAN BE REUSED, 3. THE CONTRACTOR IS INSTALL AN ABOVE GRADE RPZ HOT BOX. THE CONTRACTOR IS TO INSTALL A 4" CONCRETE PAB. 4. THE CONTRACTOR IS TO TIE INTO DOMESTIC HOT WATER HEAT EXCHANGERS IN THE BOIELR ROOM. THIS WORK WILL BE COMPLETED UNDER SEPERATE CONTRACT. FINAL PIPING CONNECTIONS TO SYSTEM MUST BE FIELD COORDINATED. THE SYSTEM WAS NOT INSTALLED AT THE TIME OF THIS PROJECT ISSUANCE. KEY PLAN DRAWINGS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERLY OF Thomos Compiglie Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Themes Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRllTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglio, Architect, PLLC. (~)Copyright 2006 Themes Compiglio Architect, PLLC. DBA. TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 1 8/12/o8 ISSUED TO BLDG. DEPT. NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_[ogo ,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL NO. (212) 686-1858 FAXNO (212) 765-8511 PROJECT MANAGERS: '""R lNG } · STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel; (212) 245-6300 Fax: (212) 765-8511 htt p.//www sterlingnyc Dom CONSULTANT MEP ENGINEERS JAMES, LASALA & 11 OVAL DRIVE SUITE 129 ASSOCIATES, ISLANDIA, NY 11749 LLP TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JLA JOBar 08AE-00174 CONSULTANT CONSULTANT CLIENT PRO& NO.  PROJ, NO. 16209 x,' ~- SCALE AS NOTED - I ,, x DRAWN XX DATE 06-11 -O8 DRAWING GROUND FLOOR DOMESTIC WATER PLAN EXISTING RESIDENT ROOM 1 1/2" S-2 ,-2"V PEC DN -3" VTR 2"V 14 --t" V ON' DN 3'¥ VTR EXIT PASSAGE S-3 b~wc EXISTIJ~". SLIM EXISTING LINK C EX. TOLLED EXISTING DINING AND RECREATION AREA = 1,782 SQ. FT. REF CLO 1/2" LOUNGE L J VfR LIN Owc-6 PANTRY 1-1 1 LIN I LAV CORRIDOR 2" V DN SH MEG (~ TOILET TOILET CORRIDOR OFFICE STAFF STATION 1 1/2" 1 1/2" -- SH S-2 BATH DN 17 3" VTR, BED UNIT LIN CORRIDOR -2'¥ DN 2'¥ DN- 3" VTR HLAV-1 -2'¥ DROP 2"VDN LOBBY POYER ENTRY ~ECEPTION FIRST FLOOR PLUMBING PLAN SCALE: 1/8"= 1'-0" 0 [] [] 0 0 [] [] [] oousd4 -- PANTRY I[ ]1 111731 IR'Ii 1 1/2" 0 0 [] 0 [] 1 1/4" V CORRIDOR J SATH RM, DOUBL~' I-1/2'~/ 1 1/2" PATIO S~TH 2"V DN 2"V CORRIDOR VTR S--~ATH S-2 -2'~/ DN SINGLE BED LIN CORRIDOR TOILET HLAV UNIT vY /-2"V 3'~/ VTR -2"V DN 2'¥ VTR 2" V DN -2"V DROP DC ~ D B.R. [ 41188 2"V DN- OFFICE 2"V DN- R~-3 ~SF -- _jr __ BED 2"V 2"V DROP PROJECT NOTES THE CONTRACTOR TO FOLLOW THE PHASED DEMOLITION AND CONSTRUCTION SEQUENCE SHOWN ON PLAN AS DETAILED BY THE ARCHITECT. THE CONTRACTOR IS TO SUBMIT A CONSTRUCTION PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE PHASE MUST BEGIN AND BE COMPLETED WITHOUT DISRUPTING OPERATION TO THE BALANCE OF THE BUILDING. 2+ THE CONTRACTOR TO INSTALL HOT WATER, COLD WATER AND HOT WATER RETURN PIPING AS SHOWN IN WALLS AND CEILINGS AS REQUIRED. THE CONTRACTOR IS TO PROVIDE CORE DRILLING AND PIPE SLEEVES AS REQUIRED. THE CONTRACTOR MUST PROVIDE A PIPING SHOP DRAWING FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. THE CONTRACTOR IS INSTALL ALL PLUMBING FIXTURES AS INDICATED. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FIXTURE SCHEDULE. THE CONTRACTOR IS TO INSTALL GAS PIPING FROM GAS METER TO NDN ROOFTOP RTU UNITS. THE CONTRACTOR IS TO VERIFY SYSTEM PRESSURE. A MINIMUM 7" WC IS REQUIRED AT THE ROOFTOP UNITS. GAS METER SIZING AND HEADER MODIFICATIONS ARE TO BE FIELD COORDINATED WITH A NATIONAL GRID GAS REPRESENTATIVE. THE CONTRACTOR IS TO INSTALL VENT PIPING IN CEILING. EXISTING PLUMBING VENTS THROUGH ROOF ARE TO BE REUSED IN ALL PATIENT ROOM AREAS. PROVIDE NEW VTR AS REQUIRED. ALL FLOOR DRAIN TO BE RELOCATED TO THE CENTER OF ALL SHOWERS REFER TO ARCHITECTURAL DRAWING FOR FINAL LOCATION. 1 KEY PLAN DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE PROPERT¢ OF Thomes Campigl[e Architect, PLLC, DBA TCA ARCH/TECTURE, NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE ~IADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomes Campiglio Architect, PLLC, DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRRTEN CONSENT OF TCA ARCHITECTURE. Thomas Campiglia, Architect, PLLC. (C~Copyright 2008 Thomos Campiglio Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 iSSUED TO BiD 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeon_togop,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK~ NY 10016 Tel: (212) 245~6300 ' Fax: (212) 765-8511 http://Vcww.sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651,252.1556 JLA JO6~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO, PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR PLUMBING PLAN P 4 SEAL SHEET NUMBER DRAWINGS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN. THE PROPER~Y OF Thomas CarnpIglia Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. ~N WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Cempigllo Architect. PLLC. DBA TEA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONS3~RUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomos Compigllo, Architect, PLLC. I~)Copyright 2008 Thomos Compiglio Archltect, PLLC. DBA. TCA ARCHITECTURE ROOF 1ST FL, .,~3" VENT TERMINATED AT /LEAST 6" ABOVE ROOF /25' AWAY FROM FRESH ~ ,_,.,.v ,~-,, s-, ,-,~,~ ~ ~ , s-,, ~ ~,-,~,'~ l k~'~ ~'~ , s-,, s-, ..,-,~,~..~. ~-, ,.~v . - - ,= w_,,wc_, ~ ~ ~ { iSH jI ~I~.~FD~ - i --~ ~/2" ~-~/2" ~-~/2" ,,,~ ~-~/2"~ ~-~/2" 4"~ ~-~/2 1-1/2-/' 1-1/2"/ NOTE: ALL SHOWERS SHALL HAVE PRESSURE BALANCE & ADA REQUIREMENTS. /~3" VENT TERMINATED AT LEAST 6" ABOVE ROOF 25' AWAY FROM FRESH /IL I /IL ~OOF 1ST FL, /-2'~ /1 - 1/4'W 2'¥-,, j F~--- r t7 ------T -r----] I wc-6,- I "~ I Lm=J I WC-6F I I 1-1/2"/ ~1-1/2" L~ I WC 6r I I WC-6r I '-~' I ~ I wc-6r I.. I~ I FD I we-6F '1_1/2./ 4,,~ 1-1/2"/ 4-~ ~1-1/2" y2'¥ I $-5 ---- ~,,--]/2'¥ S-1 ~,,-2 ¥ r ~ WC--6F F I ~ 1-1/2"S ZONE #9 ZONE #8 ~-CONNECTING TO P7, P8 & Pg ROOF 1 ST FL. FD/I w~_~ SH ~,~,4"-A ROOF ~'~-~ J ~2'~ ,r _1. ~,~ ~r~,,,, ,' /--3" VENT TERMINATED AT /LEAST 6" ABOVE ROOF /25' AWAY FROM FRESH ~ AIR INTAKES P-14 ~ P-13 ~OOF 1 ST FL. P-14 ]: NOTE: P-13 5" VENT TERMINATED AT ~ LEAST 12" ABOVE ROOF ~ ]1~_ _ ~ <~-27--'7 ~F'2'~/, I HLAV I S-2 , HLAV , I I ~ F' ~ F 7~'~ F T ='~t ~ ar1-'/4'~ *---W- -~ [----F---- ' I WC-6 I WC-6 I ~ 1-1~ ~ ' ' WC-6F WC-6F I FD ' ~ ' J Tml T~ %~ ~ j ~ j y~ (~ST) P-lO TO P-1 ~ SH J ~ , ~ , SH j ~ W~ 4"~ k 4''~ k 4 (SOUTH) P-11A TO P-25 4" [ 1_1/2,./ 1_1/2'/ 1_1/2"/ 1-1/2"/ ~"~ 1-1/2 '1~ I (WEST) P-11 TO P-22 PLUMBING RISER DIAGRAM SCALE: NONE KEY PLAN 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT, DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togoS,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPtGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL NO (212) 606-1850 FAX NO. (212) 765~8511 STERLING MANAGEMENT, INC. ; AVENUE, MF77AN ~E, NEW YORK, N~ Tel: (212) 245-6300 F~: (212) 765-8511 2 PARK AVENUE, MFTZANINE ' NEW YORK, NY 10016 htr p.//www,sterlingnyc, com CONSULTANT JAM~S, LASALA & ASSOCL~TES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631,592.2660 FACSIMILE: 651,252,1536 JLA JOB~ OBAE-O0174 CONSULTANT CONSULTANT CLIENT PROd. NO. NO. 16209 AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRA~NG PLUMBING RISER DIAGRAMS SEAL P 5 SHEET NUMBER 83 DOUBL¢i . WC-5 S-3 BATH RI BATH Rt S-5 -- ~"HW (wp) DOUBLE ~ ¼LIN 2 " ~" cw (TYP) S-5 STORA BATH 11,,.,.54. -- -- (I~'P) EXIT PASSAGE ~" Hw j ] ~"cw 11 .'.'.5 ``.`.5(wp) DCUBLE BED B,R. RIDOR CW HW 5ED -- 1-1/2~ CORRIDOR 11215] [1211 S-3 /I BATH / / -3 ...90UBbE--BE D .~,R: PART PLAN P1,P$,P4,P7,P8,P9,P15,P19,P21 REFER TO DWG P-4 FOR VENT THUR ROOF SCALE: 1/4" = 1'-0" PART PLAN P2 SCALE: 1/4" = 1'-0" PART PLAN P5 SCALE: 1/4" = 1'-0" PART PLAN P16 P17 P20 P22 SCALE: 1/4" = 1'-0" N 4LAV CORRIDOR [11 8I ~" HW ~" cw FYP) :C SH ' kNITOR , TC ILET 1120 H RMwc cw (m D 17 BED JNIT T-1 RM, SINGLE HLAV- 1 -- 1,, 2 HW LIN SH :w (~'P) ~ R0 B/ 'H RM. -5 ~" cw (I~'P)- SH 1114 } B,F CORRIDOR B ,, o11/i PART PLAN P6 SCALE: 1/4" = 1'-0" PART PLAN PlO,P13 SCALE: 1/4" = 1'~0" PART PLAN Pll SCALE: 1/4" = 1'-0" Oo© UNIT IN LIN,._ I121c DOUBi~2 I1216__ J ,, COR SINGLE BED ,R. S-1 :LEAN RM, 11771wc- [11781 .IN ILED 1179, -- SK-3 PART PLAN P14 PART PLAN P15 PART PLAN P18 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" PLUMBING PART PLAN SCALE: 1/4" = 1"-0" -2 CFO PART PLAN P12 SCALE: 1/4" = 1'-0" KEY PLAN CC DOUBLE' [122 DRAWINDS · SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERLY OF Thames Cemplglie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Complglla Architect. PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Campiglio, Architect, PLLC, (~)Copydght 2008 Thomas Campiglia Architect, PLLC, DBA, TCA ARCHITECTURE ISSUED TO BID ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togo;=,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHI~CT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10616 TEL, NO. (212) 686-1658 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MFZTANINB NEWYORK, NY 10016 Tel: (212) 245-6300 · Fax: (212) 785-8511 ht'p,//www.sterllngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ, NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRA~NG PLUMBLING PART PLAN DOMESTIC WATER SEAL P 6 SHEET NUMBER 84 WC-5 S-3 5ATH RM, 5ATH 11491 S-3 R Mh I \ (TYP) 2'~/ DN -- 3"V VTR PART PLAN P1,P3,P4,P7,P8,P9,P15,P19,P21 REFER TO DWG P-4 FOR VENT THUR ROOF SCALE: 1/4-" = 1'-0" N WC-[ TOILET H1.-- 111221 T-1 17 BED JNIT LIN (wp) STO 1154- -- WC-5 f DC',LE BED 5.R, PART PLAN P2 SINE 1 SCALE: 1/4" = 1'-0" -- HLAV 3ILE'F i ~NITOR 1120 1 I HLAV- 1 -- CORRIDOR I FD SH 14- BED BATH ]C .IN UNIT ,,CALE: 1/4" = 1'-0" II D ISOLATION VALVE LOCATIONS TO BE ACCESSIBLE IN WALL. VALVES ARE SHOWN FOR BIDDING PURPOSE. PROVIDE SHOP DRAWING INDICATING VALVE LOCATION (TYP) D RIDOR V il ® CORRIppR -- WC-5 11214. PART PLAN PART PLAN P16 P17 P20 P22 SCALE: 1/4" = 1'-0" 1-½"S D(DJZBL~,'BED SO t~::::::::11117 I 1 -~"S (TYp) 1 BATH WC 'H LSH ' I DOUBLE D 1114- (TYP) / 5.F __I_L L~II I/~ I FEC CORRIDOR TOILET TOILET [~ (~ HLAV HLAV 1-¼"V (I~P) 1-~"S OYP) 1-i"V (TYP) -- 'L,_ dI F--q CC DOUBLE' [122 I I DOUB~,R.. -- ...... ] ....... . ........ .J121~ .... .-__ BATH 1216] 3" ~1'~ WC-5 SHI PLUMBING SCALE: 2 CPc'p) SINGLE BED ,.R. -6 I [ ] IN NOTE: 1. WATER CLOSET, FLOOR BRAIN AND FLOOR SINK VENTING TO BE IN CRAWL SPACE. 2. ALL FLOOR BRAIN TO BE RELOCATED TO THE CENTER OF ALL SHOWERS REFER TO ARCHITECTURAL DRAWING FOR FINAL LOCATION. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS Of PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPROOUCTtON. IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomoe Compigllo Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITt'EN CONSENT OF TCA ARCHITECTURE, Thomas Complglio, Architect, PLLC. (~Copydght 2008 Thomas Compiglio Architect, PLLC, DBA. TCA ARCHITECTURE PROJECT 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DA~- REASON FOR ISSUE RENOVATIONS TO: Snglmeon_togoS,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECTMANABEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO (212) 785 8511 PRoJect MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE, NEW YORK, NY 10016 Tel: (212) 245-6380 - Fax: (212) 765-8511 htLp,//www steSIngnyc corn MEP ENGINEERS CONSULTANT JAM~S, LASAJ~A& 11 OVAL DRIVE SUITE 129 ASSOCZAT~S, ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 CLIENT PROd. NO. ..... ? ',, PROd. NO, ', ,, SCALE " '4!' DRAWN " '""' CHECKED BATE CONSULTANT CONSULTANT PLUMBLING PART PLAN SANITARY JLA JOB¢ 08AE-00174 DRAWING PART PLAN 7 1/~..: 1.-o.. KEY PLAN SEAL SHEET 16209 AS NOTED XX TNC 06-11-08 SHUTOFF CHECK VALVE HOT WATER RETURN TO WATER HEATER - THERMOMETER WELL MANUAL SHUTOFF AND FLOW-CONTROL VALVE (BALL VALVE WITH MEMORY STOP) CALIBRATED PRESET FLOW REGULATOR (OPTIONAL, REPLACES MEMORY STOP ON BALL VALVE) DOMESTIC HOT WATER RETURN FLOW BALANCING ASSEMBLY SCALE: NONE UPPER CHORD 'C' CLAMP CLEVIS INSULATION PIPE HANGER SHIELD SCHEDULE PIPE SHIELD SHIELD DIAMETER LENGTH THICKNESS /2" TO 1-1/2' 12" 18 USG 2" TO 4" 12" 18 USG 5" TO 6" 18" 16 USG 'U'-BOLT PIPE TRAPEZE HANGER --INSULATION --SHIELD HEAVY DENSITY PREMOLDED INSULATION-- ROLLER INSULATION ~ PIPE SADDLE HANGER METAL DECK PIPE SUPPORT DETAIL SCALE: NONE NOTE: SIZE HANGER TO ADEQUATELY SUPPORT LOAD. ANCHOR PAB(TYP) INI)USTRIAL TEXTURED EXT~RIOR--~ Ho~ Dox® 924 LANE AVE, N. FAX (904) 7~3-&965 STAN~AR] # HB3E FIBERGLASS FLIP-TGP ENCLOSURE HOTBOX DETAIL SCALE: NONE EXPANSION SHIELD CONCRETE ANCHOR PIPE SUPPORT DETAIL (UPPER ATFACHMENT DEVICES) SCALE: NONE STEEL ~1~ LOCK NUT _/; C-CLAMP L~HANBER ROD C-CLAMP WITH RETAINING CLIP PRESSURE GAUGE MOTOR L UNION L ECCENTRIC REDUCER STRAINER W/BLOW-OFF VALVE SHUTOFF VALVE IN-LINE PUMP SCALE: NONE DETAIL SECURE TO BUILDING BEAM OR MISCELLANEOUS STEEL CHANNEL WELDED TO BEAM VIBRATION ISOLATION -- MULTI-PURPOSE VALVE FLEXIBLE FORM INSULATION OR GLASS FIBER INSULATION-- SOLID CONCRETE OR UL CLASSIFIED BLOCK WALL.. 5M FIRE BARRIER CP 25 CAULK '~ - ,~,~ t~ ANNULAR SPACING N ~ ' ~ TM SEE CHART BELOW METAL DECK (SIZE AS REQUIRED) TYPICAL HANGER 1". GENERAL SMALLER. PIPE HANGER DETAIL SCALE: NONE HANGER ROD SIZE UP TO & 4" 3/B" ROD INCLUDING 5', 6" & 8" 1/2" ROD MAY EXTEND AS WASTE OR THREADED CENTER SECURING SCREW FI~ING TYPE AS REQ'D TO SUIT SCORATED TOP FFLOOR LINE FLOOR CLEANOUT DETAIL SCALE: NONE CLEANOUT FLANGED WITH FLASHING COLLAR AS REQ'D SPLICING CEMENT IN SEAM SEALANT EXISTING INSULATION LAp SEALANT EXISTING ROOFING MEMBRANE- EXISTING FIREPROOFING TO REMAIN VENT FIRESTOPPING FOR FIRE-RATED BLOCK WALL SCALE: NONE 1. INSTALL THE FIRESTOP SYMMETRICALLY ON BOTH SIDES OF THE WALL ASSEMBLY. 2. UL THROUGH-PENETRATION FIRESTOP SYSTEM No. 395. MINIMUM ANNULAR SPACE BETWEEN THE SIBE OF THE THROUGH OPENING AND THE PENETRATING ITEMS IS r IN. SPACING BETWEEN PENETRATING ITEMS SHALL BE A MINIMUM i IN. 4. TIGHTLY WRAP A LAYER OF 5M FIRE BARRIER FS-195 WRAP/STRIP AROUND THE INSULATED TUBING/PIPE, FOIL SIDE OUT. SECURE THE FS-195 WRAP/STRIP WITH 18-GAUGE STEEL TIE WIRE. SLIDE THE FS-195 WRAP/STRIP INTO THE OPENING SUCH THAT THE TOP EDGE IS FLUSH WITH THE SURFACE OF THE WALL. 5. RECESS A MINIMUM 1 IN. THICKNESS OF TIGHTLY PACKED MINERAL WOOL SAFING AROUND THE PENETRATING ITEMS AND APPLIED FS-195 WRAP/STRIP. 6. FILL ANNULAR SPACE AROUND THE TUBING WITH A MINIMUM 1 IN, DEPTH OF 5M FIRE BARRIER CP 25 CAULK. MEMBRANE FLASHING ADHESIVE STONE BALLAST pLATE AND FASTENER (12" O/C) STACK ROOF PENETRATION SCALE: NONE BLOCKING STEEL DECK -- 5X5X5/16 STEEL ANGLE AT ALL SIDES OF OPENING DUCT BY HVAC CONTRACTOR CUT EXISTING DECK, INSULATION AND MEMBRANE SPRAY ON FIREPROOFING ~RAIN FOR WALL CONST. REF. ARCH DWBS. COUNTERSUNK C.I. CLEANOUT POLISHED S.S. ACCESS COVER WASTE LINE LENGTH TO SUIT __1/8" BEND AND END OF LINE DLEANOUT WALL CLEANOUT DETAIL SCALE: NONE LOOSE KEY StOP ESCUTCHEON~ FINISHED FLOOR -- FAUCET SEE SPECIFICATIONS ~-PROVIDE PROTECTIVE PIPE COVERING SYSTEM ON ALL EXPOSED PIPING (TRUEBRO OR EQUAL) -- OFFSET WASTE -- TRAP PARALLEL TO WALL LAVATORY DETAIL SCALE: NONE GAS SUPPLY DRIP GAS SUPPLY LINE (ALTERNATE) COCK dOINT UNION WITH BRASS SEAT CONTROLS -- PLUGGED 1/8" NPT 5" TEST GAGE CONNECTION MIN. GAS PIPING TO UNIT SCALE: NONE GENERAL CONTRACTOR / x PLUMBING CONTRACTOR (~(P) NOTES: DOMESTIC WATER INSTALLATION MUIST FOLLOW SCWA INSTALLATION STANDARDS. BELOW SLAB BURIED PIPE sc%FE ~ CRUSHEB STONE APPROVED BANK RUN BACK FILL COMPACTED IN 6" LIFTS TO 95% MAXIMUM DRY DENSITY COMPACTED OR UNDISTURBED SOIL PIPE (SIZE VARIES) EXCAVATE AT HUB ONLY TO LAY PIPE FLAT DETAIL KEY PLAN DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thom~s Compiglie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE W~THOUT THE WRrFrEN AUTHORIZATION OF Tnomes Cemplgli~ Architect, PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLFLy FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Themos Compiglio, Architect, PLLC, ~)Copyfioht 2008 Thomas C~mpiglie Architect, PLLC. DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: Snglmeon_LogoR,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 8 PARK AVENUE, ME.NINE NEW YORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO (212} 765-R511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MFT?ANINE ' NEW YORK, NY 10016 Tel' (212) 245-6300 Fax: (212) 76D6511 htr p://w~w,sterlingnyc.com CONSULTANT JAIV~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING PLUMBING DETAILS SEAL P 8 SHEET NUMBER 85 FIRE PROTECTION SPECIFICATION A. GENERAL: 1. THE SPRINKLER CONTRACTOR SHALL BE A LICENSED, AUTHORIZED INSTALLER OF SPRINKLER SYSTEMS AND SHALL HAVE HAD A MINIMUM OF FIVE YEARS EXPERIENCE IN THE INSTALLATION OF SPRINKLER SYSTEMS. 2. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF THE PIPING AND SUGGEST PROPER ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 3. BEFORE SUBMITFING THE BID, THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND SHALL FULLY FAMILIARIZE HIMSELF WITH THE STRUCTURAL LAYOUT OF THE EXISTING BEAMS IN RELATIONSHIP TO THE NEW HVAC DUCT LAYOUf AND NEW LIGHTING FIXTURES AND HUNG CEILING HEIGHTS AND BECOME FAMILIAR WITH THE DIFFICULTIES THAT WILL ATfEND THE EXECUTION OF THIS WORK. CONTRACTOR SHALL PERFORM THIS PRIOR TO SUBMITTING HIS PROPOSAL. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. 4. UPON REVIEW OF SPRINKLER DRAWINGS PRIOR TO SUBMITFING THE PROPOSAL, THE SPRINKLER CONTRACTOR SHALL iNFORM ENGINEER OF ANY DISCREPANCIES OR REQUEST CLARIFICATION IN WRITING, IF NECESSARY, CONCERNING THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE SPRINKLER INSTALLATION. LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS SHOULD SUCH PROCEDURE NOT BE FOLLOWED. 5, THE SCHEDULING OF THE SPRINKLER WORK SHALL BE COORDINATED WITH THE BUILDING OWNER AND WITH OTHER CONTRACTORS. 6. NECESSARY SHUT-DOWNS OF BASE BUILDING SPRINKLER SYSTEM MUST BE COORDINATED WITH THE BUILDING OWNER. SHUT-DOWNS OF BASE BUILDING SYSTEMS SHALL TAKE PLACE AFTER OR BEFORE NORMAL BUSINESS HOURS AND SHALL BE CONSIDERED OVERTIME WORK. 7. THE SPRINKLER SYSTEM SHALL BE COMPLETE WITH ALL PIPE, FI~DNGS, VALVES, DRAINAGE SYSTEM AND VALVES, SPRINKLER HEADS, HANGERS AND SUPPORTS, ALSO MISCELLANEOUS WORK ITEMS, SUCH AS, SIGNS AS REQUIRED, VALVE TAGS, ETC., AND ALL OTHER RELATED EQUIPMENT, APPARATUS, AND MATERIAL ITEMS NECESSARY FOR COMPLETE SATISFACTORY OPERATING AND APPROVED TYPE SYSTEM. 8. ALL PIPE FI~FINGS, HANGERS, SUPPORTS, SPRINKLER HEADS, ETC., SHALL CONFORM TO THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND NATIONAL FIRE PROTECTION ASSOCIATION'S REQUIREMENTS AS TO TYPES OF MATERIALS, ARRANGEMENTS, SIZES, AND INSTALLATION. 9. THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201 AND THE ARCHITECT'S SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT. 10. REMOVE, CUT & CAP EXISTING SPRINKLER HEADS THAT ARE NOT REUSED. B. SCOPE OF WORK: 1. THE FOLLOWING IS A GENERAL LISTING, NOT NECESSARILY COMPLETE, OF THE WORK TO BE PROVIDED AND INSTALLED BY THE SPRINKLER CONTRACTOR. a. PIPING SPRINKLERS c. HYDRAULIC CALCULATIONS d. tSO APPROVAL/FM APPROVAL/FIRE MARSHAL APPROVAL e. TESTING f. COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS g. PERMITS AND BUILDING DEPARTMENT FILING h. HYDRANT FLOW TEST OF WATER SUPPLY L SHOP DRAWINGS 2. WORK SHALL INCLUDE ALL SPRINKLER WORK FURNISHED AND INSTALLED. a. ALL WORKS SHALL COMPLY WITH REQUIREMENTS OF THE NFPA 15 AND THE NEW YORK STATE BUILDING CODE. 3. SPRINKLER LAYOUT SHALL BE BASED ON THE LOCATIONS INDICATED ON THE PLANS. THE SPRINKLER CONTRACTOR SHALL COORDINATE HIS WORK WITH EXISTING CONDITIONS AND WITH WORK OF ALL OTHER CONTRACTORS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICTS IN WRITING BETWEEN THE OTHER TRADES BEFORE INSTALLATION OF THE SPRINKLER SYSTEM. 4. SPRINKLER SYSTEM SHALL BE: a. A HYDRAULICALLY SIZED SYSTEM IN ACCORDANCE WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION AND THE NEW YORK STATE BUILDING CODE. b. INSTALL SYSTEM TO CONFORM WITH BUILDING STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS, EITHER EXISTING OR PROPOSED. 5. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION OF WORK. SCALED DIMENSIONS SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE ORIGINAL CONTRACT AND MODIFIED ACHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, MOUNTING HEIGHTS, ETC., REFER TO ORIGINAL CONTRACT AND MODIFIED ARCHITECTURAL DRAWINGS AND DETAILS. ALL DIMENSIONS, ETC., SHALL BE VERIFIED BY FIELD CHECK. C. SHOP DRAWINGS AND DATA: 1. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, FULLY COORDINATED SHOP DRAWINGS, CAPACITY DATA, HYDRAULIC CALCULATION AND CATALOG CUTS OF THE FOLLOWING: a. PIPE AND PIPE FITTINGS b. SPRINKLERS c. HANGERS AND SUPPORTS d. SPRINKLER AND PIPING LAYOUT e. HYDRAULIC CALCULATIONS f. WATER SUPPLY FLOW TEST FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER SLEEVE AND CAULK CAULK SLEEVES THRU FIRE RATED WALLS IN A SMOKE TIGHT MANNER WITH 3M FIRE BARRIER CP 25 CAULK MAX. 12" DIA, STEEL PIPE OR CONDUIT WEIGHT STEEL PIPE SLEEVE TO PASS PIPE SLEEVE FLUSH WITH FINISHED WALL SURFACE NOTES: 1. INSTALL THE FIRE STOP SYMMETRICALLY ON BOTH SIDES OF THE WALL ASSEMBLY. 2. ANNULAR SPACE REQUIREMENTS: MAXIMUM PIPE OR CONDUIT DIAMETER ANNULAR SPACE 1 IN. 0 TO 3/16 IN. 4 IN. 0 TO 1/4 IN. 12 IN. 3/16 TO 5/16 IN. 3M FIRE BARRIER CP 25 CAULK IS TO BE FORCED INTO THE ANNULAR SPACE TO THE MAXIMUM EXTENT POSSIBLE WITH A MINIMUM 1/4-1N. DIAMETER BEAD OF CP 25 CAULK APPLIED TO THE PERIMETER OF THE PIPE/CONDUIT AT ITS EGRESS FROM THE WALL. UL THROUGH-PENETRATION FIRE STOP SYSTEM No. 147, CONFIGURATION A. PIPE FIRESTOPPING DETAIL SCALE: NONE K F G BUILDING DEPARTMENT FILING, PERMITS, AND CERTIFICATES 1. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED DRAWINGS AND SPECIFICATIONS WITH THE AUTHORITIES HAVING JURISDICTION AND BE RESPONSIBLE FOR OBTAINING FINAL APPROVAL. PIPES AND PIPE FITTINGS 1, STEEL PIPE: ASTM A53, ASTM 795, SCHEDULE 40 BLACK. JOINTS: SCREWED, FLANGED OR GROOVED. SCHEDULE 10 PIPE MAY BE USED FOR PIPE 2" AND GREATER WITH ROLLED GROOVED FI~FINGS ONLY. 2. CAST IRON FITTINGS: CLASS 125, ANSI/ASME 016.1 FLANGES AND FITTINGS: ANSI/ASME 016.4 SCREWED FITTINGS. 3. MALLEABLE IRON FITTINGS: CLASS 150, ANSl/ASME 016.5 SCREWED. 4. MECHANICAL GROOVED COUPLINGS: 500 PSI, UL AND FM LISTED MALLEABLE IRON HOUSING CLAMPS TO ENGAGE AND LOCK, "C" SHAPED COMPOSITION SEALING GASKET, STEEL BOLTS, NUTS AND WASHERS; GALVANIZES FOR GALVANIZED PIPE, VlCTAULIC CO. FIRE "FIRE LOCK" SYSTEM. AUTOMATIC SPRINKLERS 1. PROVIDE AUTOMATIC CONCEALED PENDENT SPRINKLERS IN AREAS WITH SUSPENDED CEILINGS AND ONE UPRIGHT SPRINKLER IN EACH SKYLIGHT POCKET AS SHOWN. SPRINKLER DETAILS ARE INDICATED ON DRAWINGS. 2. SPRINKLER SHALL BE ORDINARY TEMPERATURE RATED UNLESS IT IS INSTALLED NEAR A HEAT SOURCE. REFER TO NFPA13 TABLE 8.5.2.5 FOR MINIMUM DISTANCE PERMI]TED FROM SPECIFIC HEAT SOURCE TO THE SPRINKLER. 3. SPRINKLERS SHALL BE SPACED SO THAT THE MAXIMUM AREA PROTECTED BY A SINGLE SPRINKLER DOES NOT EXCEED I?S LISTED COVERAGE, 4. SPRINKLERS SHALL BE POSITIONED IN ACCORDANCE WITH THEIR LISTING. 5. SPRINKLER'S CHARACTERISTICS SHALL BE SAME IN EACH COMPARTMENT. CUllING AND PATCHING 1. DO ALL cU~rlNG NECESSARY FOR THE INSTALLATION OF SPRINKLER WORK, ACCURATELY LAYOUT WORK FOR WHICH cU~rlNG IS REQUIRED, SO AS TO AVOID UNNECESSARY LARGE OPENINGS. GU]TING OF BEAMS, JOISTS, FLOORS OR WALLS OF THE BUILDING WILL NOT BE PERMITTED ACCEPT AFTER RECEIVING APPROVAL OF THE OWNERS REPRESENTATIVE. 2. ROUGH PATCHING WILL BE DONE BY THIS CONTRACTOR IN A MANNER TO ACCOMMODATE FINISHED PATCHING WORK. 3. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF FIRE PROTECTION PIPING THRU FIRE/SMOKE BARRIERS ABOVE THE HUNG CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE SM FIRE BARRIER CP 25 N/S CAULK. INSERTS, HANGERS, ETC. 1. ALL SPRINKLER PIPING SHALL BE SUBSTANTIALLY SUPPORTED AND SHALL COMPLY WITH THE STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION FOR THE INSTALLATION OF SPRINKLER SYSTEMS AND AS REQUIRED BY THE LOCAL AND STATE CODES. 2. HANGERS AND THEIR COMPONENTS SHALL BE FERROUS. HANGERS SHALL BE ADJUSTABLE, OR CLEVIS I~PE. 3. SPRINKLER PIPING OR HANGERS SHALL NOT BE USED TO SUPPORT NON-SYSTEM COMPONENTS. 4. SPRINKLER PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE WHICH MUST SUPPORT THE ADDED LOAD OF THE WATER-FILLED PiPE PLUS A MINIMUM OF 250 LBS. APPLIED AT THE POINT OF HANGING. 5. SPRINKLER PIPING SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SHEATHING. 6. WHEN SPRINKLER PIPING IS INSTALLED BELOW DUCTWORK, PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE, NOT FROM THE DUCTWORK. 7. MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED 12' FOR 1 AND 1 1/4" SIZES NOR 15' FOR SIZES 1 1/2" AND LARGER. ESCUTCHEONS 1. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING PASSING THROUGH WALLS, PARTITIONS, FLOORS AND CEILING. ESCUTCHEON SHALL BE HELD IN PLACE BY INTERNAL TENSION OR SET SCREW. GUARANTEE 1. CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER, ALL MATERIALS, APPARATUS AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY HIS SUBCONTRACTORS AND HE SHALL REPLACE OR REPAIR IN A MANNER APPROVED BY THE OWNER'S REPRESENTATIVE, WITHOUT COST TO THE OWNER, ANY PART OR PART OF THE WORK WHICH MAY PROVE DEFECTIVE OR UNSATISFACTORY WITHIN THE PERIOD OF THE GUARANTEE. 2. ARRANGE FOR INSPECTION AND TESTS OF ANY AND ALL PARTS OF THE WORK AS REQUIRED BY AUTHORITIES HAVING JURISDICTION AND PAY ALL CHARGES FOR SAME. INSPECTION AND TESTING 1. THE SPRINKLER SYSTEM SHALL BE INSPECTED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AND STATE BUILDING CODES. THE SPRINKLER SYSTEM SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST FOR A PERIOD OF TWO HOURS AT A PRESSURE OF AT LEAST 200 PS~G OR 50 PSI IN EXCESS OF THE MAXIMUM PRESSURE TO BE MAINTAINED WHEN THE MAXIMUM PRESSURE IN THE SYSTEM IS IN EXCESS OF 150 PSi AS PER NFPA. BEFORE SPRINKLER SYSTEM IS CONCEALED, THE AUTHORITY HAVING JURISDICTION SHALL BE NOTIFIED THAT THE SYSTEM IS READY FOR INSPECTION AND TESTING. THE INSPECTOR SHALL WITNESS THE TEST. FINAL APPROVAL OF THE SPRINKLER SYSTEM SHALL BE OBTAINED FROM AUTHORITY HAVING JURISDICTION FIRE PROTECTION GENERAL NOTES 1. DRAWING SPECIFICATION IS PART OF THIS CONTRACT. 2. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT POSITIONING OF CEILING DIFFUSERS, RETURN REGISTERS AND LIGHT FIXTURES 3. COORDINATE PIPING RUNS AND SPRINKLER HEAD PLACEMENT WITH HVAC CONTRACTOR, AND ELECTRICAL CONTRACTOR. 4. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT AND INDICATE REQUIRED SIZE AND POINTS OF TERMINATION OF THE PIPING AND SUGGEST PROPER ROUTES OF PIPING. HOWEVER, IT IS NOT THE INTENTION OF THE DRAWINGS TO SHOW ALL NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO INSTALL HIS WORK IN SUCH A MANNER THAT IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 5. THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE EXISTING CONDITIONS AND LIMITATIONS THEREOF. VERIFICATION SHALL BE MADE AS TO THE ACTUAL LOCATIONS WHERE NEW PIPE RUNS WILL TIE INTO EXISTING WORK AND CLEARANCES WITH STRUCTURAL MEMBERS. THE CONTRACTOR SHALL INCLUDE ALL COSTS OF ANY KIND WHATSOEVER WHICH ARE INCURRED THROUGH LIMITATIONS OF THE EXISTING CONDITIONS. 6. THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF NEW FIRE PROTECTION PIPING THRU EXISTING FIRE/SMOKE BARRIERS ABOVE THE HUNG CEILING. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS. FIRE/SMOKE STOPPING SHALL BE 3M FIRE BARRIER CP 25 N/S CAULK. 7. SPRINKLER CONTRACTOR SHALL REVIEW SHEETMETAL SHOP DRAWINGS. COORDINATE THE ROUTING OF HIS PIPING AND SIGN THE COORDINATED SHEETMETAL SHOP DRAWINGS. 8. ALL SPRINKLER PIPING TO SINGLE SPRINKLER HEADS SHALL BE 1" MINIMUM DIAMETER. 9. ALL SPRINKLER HEADS IN ACOUSTIC TILE CEILING ARE TO BE CENTERED ON TILE IN BOTH DIRECTIONS. 10. UPRIGHT SPRINKLER HEADS IN ROOMS WITH NO CEILINGS ONLY. 11. PIPE SIZE SHOWN ARE FOR BIDDING PURPOSES ONLY. EXACT SIZES SHALL BE BASED ON HYDRAULIC CALCULATIONS - REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 12. EXISTING SPRINKLER RISER IS A BASE BUILDING SYSTEM AND RISER DIAGRAM INFORMATION IS BASED UPON INFORMATION PROVIDED BY BUILDING OWNER REPRESENTANTIVE(S). 13. CONTRACTOR RESPONSIBLE TO PROVIDE ANY AND ALL PIPING / VALVES AS REQUIRED TO ENSURE EXISTING WET SYSTEM OVER EXISTING KITCHEN SHALL BE PHASED AND MAINTAINED IN OPERATION DURING, THRU AND AT THE COMPLETION OF CONSTRUCTION. WORRIED ABOUT A CHANGE ORDER TO PROVIDE NEW SUPPLY AND RETURN LINES AND VALVES TO A WET SYSTEM THAT MAY NOT BE AT THE BEGINNING OR END OF THE LOOP. GENERAL NOTES: 1. THE SPRINKLER SYSTEM AND ALL DEVICES RELATED TO THE SPRINKLER SYSTEM HAVE BEEN SHOWN IN THESE DRAWINGS FOR DESCRIPTIVE PURPOSES, SO THAT THE CLIENT MAY OBTAIN ACCURATE BIDS. THESE ARE SPRINKLER DESIGN DRAWINGS TO BE USED FOR COST. ADDITIONAL DESIGN DRAWINGS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT BY A LICENSED SPRINKLER DESIGNER AND CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL BE LICENSED IN THE CITY OF NEW YORK AND THE LOCAL MUNICIPALITY. 2. FIRE PROTECTION CONTRACTOR (FPC) TO SUBMIT HYDRAULIC DESIGNED PLANS TO LOCAL FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. FPC TO COORDINATE ALL PIPE ROUTING WITH OTHER TRADES. ALL PIPING TO BE PROTECTED FROM FREEZING. 3. ALL FI]~INGS TO BE VICTAULIC FIRELOCK EZ RIGID COUPLINGS OR EQUAL. UPPER CHORD 'C' CLAMP STEEL HANGER ROD C-CLAMP WITH RETAINING CLIP BRANCH LIN~x,~ SPRINKLER MAIN~ HUNG CEILING J CONCEALED INSULATION CLEVIS HANGER CLEVIS HANGER SHIELD PIPE NOTE: SIZE HANGER TO ADEQUATELY SUPPORT LOAD. PIPE SUPPORT DETAIL (LOWER ATTACHMENT DEVICES) SCALE: NONE CONCEALED SPRINKLER HEAD SPRINKLER 1" BRANCH LINE UPRIGHT -UPRIGHT SPKR. ,2Ls, SPRINKLER SPRINKLER INSTALLATION DETAILS SCALE: NONE · 0 LEGEND DRY PENDANT SPRINKLER HEAD 165 F- WHITE EXISITNG SPRINKLER HEAD TO REMAIN EXISITNG SPRINKLER HEAD TO BE REMOVED EXTEND PIPING FROM REMOVED HEAD WITH 1" TO NEW HEAD LOCATION ~ SIAMESE FIRE DEPARTMENT CONNECTION SPRINKLER PIPE --D-- BRAIN PIPE N CHECK VALVE ~ OS&Y GATE VALVE [] TAMPER SWITCH [] FLOW SWITCH --x SPRINKLER BRANCH ~ BALL DRIP ~ ALARM CHECK VALVE ~ HYDRANT -METAL DECK (SIZE AS REQUIRED) HANGEF * CLEVIS HANGERS REQUIRED ON PIPING LARGER ,~HAN 1". GENERAL PURPOSE HANGERS MAY BE USED ON PIPING 1' OR SMALLER. TYPICAL PIPE HANGER DETAIL SCALE: NONE HANGER ROD SIZE UP TO & INCLUDING 4" 3/8" ROD 5", 6" & 8" 1/2" ROD DESIGN CRITERIA OCCUPANCY CLASSIFICATION: LIGHT HAZARD METHOD OF SIZING PIPE: HYDRAULIC CALCULATION TYPE OF CONTRUCTION: BAR JOIST PROTECTION ARea LIMITATION: 225 SQ. FT. MAXIMUN DIST. BTN BL & SPK ON BL: 1" TO 12" BELOW ROOF DECK POSITION OF DEFLECTOR: 1500 SQ. FT. AREA OF SPRINKLER OPERATION: 0.10 CPM/SQ. FT. DESIGN DENSITY: ~300 GPM FLOW: EXPANSION SHIELD ~..~ROPERLY SIZED FOR LOAD CONCRETE ANCHOR PIPE SUPPORT DETAIL (UPPER ATTACHMENT DEVICES) SCALE: NONE KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, iN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRR~'EN AUTHORIZATION OF Thomas Campi¢io Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUC~ON OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. (~Copyright 2008 Thomas Campiglla Architect, PLLC. DBA. TCA ARCHITECTURE ISSUED TO BID ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE IpROJECT RENOVATIONS TO: SnSlmeon_togo2,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUEr MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 686-1658 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE' NEW YORK, NY 10016 Tel: (212) 245-6300 - Fax: (212) 765-8511 ht~p://www.stedmgnyc~com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PR~OJ, NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC 06-11-08 DRAWING GENERAL NOTES, SCHEDULES AND LEGEND SEAL FP 1 SHEET NUMBER 86 ~N---(E) EXISTING UNDERGROUND SPRINKLER MAIN SPRINKLER FIRE DEPARTMENT CQNNECTION DP UP ZONE ~2 IDP ZONE~1 4" DRY PIPE 4" DRY PIPI NLARM VALVE ZONE #3 ALARM VALVE ZONE #1 4" DRY PIPE ALARM VALVE ZONE #2 ;OMPRESS WITH TRANSFER (2) AIR .~AUTOMATiBcUPLEX l[ 4" DP UP __ ZONE #3~ TO COORDINATE FINAL LOCATION OF NEW DRY ALARM VALVES IN FIELD WITH ARCH/OWNER/GC. E" (TYP) DP ZONe~r EXISTING HEADS IN THIS AREA TO REMAIN. THE CEILING IS TO BE REMOVED FOR ACCESS TO PLUMBING PIPING, PROVIDE UNIT COST TO RELOCATE HEADS IF REQUIRED, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AN~LnAND ALL PIPIN~-.m/ VALVES REQUIRED TgJENSURE EXISTING WET SYSTEM PHASED DURING, CONSTRUCTION. VALVES AS OVER EXISTING KITCHEN SHALL BE AND MAINTAINED IN OPERATION THRU AND AT THE COMPLETION OF PROVIDE NEW ISOLATION AS REQUIRED TO THE WET SYSTEM. GROUND FLOOR FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" II PROJECT NOTES: 1. THE CONTRACTOR IS TO REMOVE SPRINKLER HEADS IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLITION AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. 2. ALL OVERTIME WORK REQUIRED DUE TO PROJECT PHASING IS TO BE INCLUDED IN THE BID. 3. THE CONTRACTOR IS TO INSTALL THREE (3) DRY CONTROL VALVES AND AIR COMPRESSOR ASSEMBLIES. EACH VALVE WILL BE A ZONE THAT IS ASSOCIATED WITH THE ZONED SEQUENCE OF CONSTRUCTION. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMNN, THE PROPERTY OF Thomos Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART. SHALL BE MADE WITHOUT THE WRITrEN AUTHORIZATION OF Thomes Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER pARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect. PLLC. 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: Snglmeon_togoS,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MF77ANINE NEWYORK, NY 10016 TEL, NO, (212) 688-1858 FAX NO (212) 785-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 htLp.//www.steGingnyc,com JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-06 DRAWING GROUND FLOOR FIRE PROTECTION PLAN SEAL FP 2 SHEET NUMBER 8? @ DOUBLE BED B,R, DOUBLE BED B,R, () BATH OM BATH EM, · ® CL, CLO · DOUBLE BED B,R, · [] 0 1. DOUBLE BED ROOM BATH DOUBLE BED BATH R[] OM BATH EM, ® ® THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ANY AND ALLPIPING / VALVES REQUIRED TO ENSURE EXISTING WET SYSTEM OVER EXISTING KITCHEN SHALL AS BE PHASED AND MAINTAINED IN OPERATION DURING, THRU AND AT THE COMPLETION OF CONSTRUCTION. PROVIDE NEW ISOLATION VALVES AS REQUIRED TO THE WET SYSTEM. PATIO DOUBLE BED ROOM OM BATH RM, DOUBLE BED LIN DOUBLE BED BATH RM, OM DOUBLE BED B,R, · · ~1 ~1 ........... DOUBLE BED B,R, e %1 ~1 ~ DM BATH RM, OM I DP UP · ~ · ~ ~ ZONE ~ · · · . .-- - %1 ~ %1 %1 BATH RM, ~ BATH~M. ~ ~===~ ~ 6~H Ra, ~=*=~ DOUBLE BED ~ I I ~ G LZN LOUNGE FIRST FLOOR FIRE PROTECTION PLAN SCALE: 1/8" = 1'-0" DOUBLE BED B,R, ~01 BATH EM, OM DOUBLE BED B.R, PROJECT NOTES: THE CONTRACTOR IS TO REMOVE SPRINKLER HEADS IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLITION AND INSTALLATION FOR THE PROdECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR iS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. ALL OVERTIME WORK REQUIRED DUE TO PROJECT PHASING IS TO BE INCLUDED IN THE BIB. THE CONTRACTOR IS TO INSTALL THREE (5) DRY CONTROL VALVES AND AIR COMPRESSOR ASSEMBLIES. EACH VALVE WILL BE A ZONE THAT IS ASSOCIATED WITH THE ZONED SEQUENCE OF CONSTRUCTION. KEY PLAN DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Compiglio Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRHTEN AUTHORIZATION OF Thomas Cempiglio Architect, PLLC. DBA TCA ARCHITECTURE. THiS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect. PLLC. (~ Copyright 2008 Thomas Compiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/0S ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGUA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERUNG MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 - Fax: (212) 785-8511 http://vwvw, stedingnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 08AE-00174 CONSULTANT ICONSULTANT CLIENT PROJ. NO. ", PRO& NO, 16209 ,~z',, SCALE AS NOTED ,' '" DRAWN XX 06-11-06 DRAWING FIRST FLOOR FIRE PROTECTION PLAN SEAL FP 3 SHEET NUMBER 88 T T T II T T il T T T II II II T T DP DN TO ALARM VALVE ZONE #2 THE CONTRACTOR IS RESPONSIBLE 1 PROVIDE ANY AND ALL PIPING / VAI REQUIRED TO ENSURE EXISTING WET SYSTEM OVER EXISTING KITCHEN SHi PHASED AND MAINTAINED IN OPERAT DURING, THRU AND AT THE COMPLE- CONSTRUCTION. PROVIDE NEW ISOLA- VALVES AS REQUIRED TO THE WET ES AS L BE N )N OF )N STEM. I I I I II 4" DP DN TO ALARM VALVE T ? T ATTIC FIRE PROTECTION SCALE: 1/8" = 1'-0" PROJECT NOTES: THE CONTRACTOR IS TO REMOVE SPRINKLER HEADS IN A PHASED SEQUENCE. THE SEQUENCE OF DEMOLITION AND INSTALLATION FOR THE PROJECT IS TO BE REVIEWED BY THE CONTRACTOR PRIOR TO ISSUANCE OF THE BID. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SEQUENCE OF CONSTRUCTION TO ENSURE THERE IS NO DOWNTIME IN ANY PHASE THAT IS TO REMAIN IN OPERATION. ALL OVERTIME WORK REQUIRED DUE TO PROJECT PHASING IS TO BE INCLUDED IN THE BID. THE CONTRACTOR IS TO INSTALL THREE (3) DRY CONTROL VALVES AND AIR COMPRESSOR ASSEMBLIES. EACH VALVE WILL BE A ZONE THAT IS ASSOCIATED WITH THE ZONED SEQUENCE OF CONSTRUCTION. T T T T T T TI I I II II II T ? t T T T t T T T T I L ? ? ? ? T TO ValVe T T T T I ~ r KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PAINT, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PI.LC. (~Copyright 2008 Thomas Complglla Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 DATE ISSUED TO BLDG. DEPT~ REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, ME~BNINE ~ NEW YORK, NY 10016 Tel'. (212) 245-6300 Fax: (212) 765-8511 http://www.sterhngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.15S6 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PRO& NO. PROJ. NO. 18209 SCALE AS NOTED DRAWN X× CHECKED TNC DATE 06-11-08 DRAWING ATTIC FIRE PROTECTION PLAN SEAL FP 4 SHEET NUMBER 88A EXIST'G CEILING ALARM BELL EXISTING FIRE DEPT, CONNECTION GRADE HUNG/,///~' TL~O EXIST'G WET SYSTEM MAIN A~FIC ~'~--NEW HUNG CEILING 1ST FLOOR ELECT CONTROL PANEL L4" BBC WITH TAMPER SW OS&Y VALVE WITH TAMPER SW NEW CONNECTION TO EXIST'G 4" MAIN AFTER WET ALARM VALVE FLOOR 4" DRY PIPE ALARM VALVE ZONE #3 4" DRY PIPE ALARM VALVE ZONE #1 4" DRY PIPE ALARM VALVE ZONE #2 -- NOTES: SPRINKLER VALVE TO BE VICTAULIC FIRE LOCK NXT DRY VALVE SERIES 768 (2)AIR COMPRESSOR -4" OS&Y VALVE WITH TAMPER SW ~(PICAL FOR THREE -2' HEADER TO BE PIPE TO F,D. SPRINKLER SYSTEM RISER DIAGRAM SCALE: NONE DOUBLE SIDED BEAM CLAMP __~ 1" VALVE NIPPLE OR EQUIVALENT ~ 1" VALVE ~--1" NIPPLE AND CAP OR BRASS PLUG DRY-PIPE SYSTEM AUXILIARY DRAIN DETAIL SCALE: NONE PROVIDE SIGN "DO NOT OPEN BO1TOM DRAIN VALVE BEFORE CLOSING TOP DRAIN VALVE". SECURE THE SIGN TO THE LOWER DRAIN VALVE. STRUCTURAL STEEL BEAM OR ,,O,ST,//X \ /~ / \ 'OPTION 2: FILLET WELD // ~ EACH SIDE OF SSB ~ P-1000 BRACE ATrACHMENT SINGLE ARM BRACE OPTION 1 OPTION 2 SINGLE ARM TO BRACE ATTACHMENT STRUCTURE SCALE: NONE ,_._J FI] ~1 ~tze I~F. hes 3· WITHDUT WITH E1 P Fi G H d K TRIM TR/M ~ 9.00 11~0 17.50 3,9D ~ 6,93 41,0 Lbs 65.0 Lbs, 9,00 9.00 1LO0 17,50 3,90 10,50 6.9~ 41~0 i.bi ~ Lbs, DRY PIPE CONT~R_~OL.~TL.. N~__~ALVE ASSEMBLY PIPE PENETRATION~ALE.AT¥oN~.RATED PARTITION BRANCH LINE PIPE ALVE IN READILY ACCESSIBLE LOCATION FOR TESTING REMOVE AND INSTALL TEMPORARY CONNECTION PIPE FINNISH FLOOR SLEEVE THROUGH WALL PROVIDE WATER TIGHT CAULKING SMOOTH BORE, CORROSION RESISTANT OUTLET GIVING A FLOW EQUIVALENT OF ONE SPRINKLER INSPECTOR TEST CONNECTION ON DRY SYSTEM SCALE: NONE BRANCH LIN~% ~ SPRINKLER MAIN-~ ~ HUNG CEILINGj ~%N_ CONCEALED SPRINKLER HEAD CONCEALED SPRINKLER SPRINKLER 1" BRANCH LINE UPRIGHT UPRIGHT SPRINKLER INSTALLATION DETAILS SCALE: NONE RISER MOUNT OIL-LESS COMPRESSORS SCALE: NONE KEY PLAN SPKR. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER~ OF Thomas Campiglla Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Oampigfla Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLeLy FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIFFEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Arch[tect, PLLC. {~)Copyright 2008 Thomas Compiglia Architect, PLLC, DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG, DEPT. DAI~ REASON FOR ISSUE PROJECT RENOVATIONS TO: 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEW YORK, NY 16016 TEL NO, (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ~ NEW YORK, NY 10016 Tel: (212) 245-6300 Fax; (212) 765-8511 hitp://www,sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252.1536 JLA JOB~ OSAE-OOl74 CONSULTANT CONSULTANT CLIENT PRO& NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING DETAILS SEAL FP 5 SHEET NUMBER 88B '% DRAWINGS & SPECIFICATIONS AS ~NSTRUMENTS OF '".-. ! PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE ...~0~>. PROPERTY OF Thornos Campiglia Architect, PLLC. DBA 390.00' ~' TCA ARCHITECTURE. ................................................................. '~ ~. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE '-.. MADE WITHOUT THE WRI]TEN AUtHORIZATiON OF Thomas '~" Campiglia Architect. PLLC. DBA TCA ARCHITECTURE. ""~ ................. THIS DOCUMENT IS INTENDED SOLELy FOR THE ] CONETRUC]]ON OF THE PROJECT NAMED HEREIN AND I SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRRTEN CONSENT OE TCA ARCHITECTURE, ~lhornas CamplgHo. Architect, PLLC. (~Copyright 2008 Thomas Carnpiglie Architect, PLLC. I ~ DBA. TCA ARCHITECTURE - DININC Alan IDS~. E~ 0 N ~ - ITE PLAN 2 ~/27/08 ~SSU~D TO B~D =~ 1 8/12/08 ISSUED TO BLDG. DEPT. NO, DATE REASON FOR ISSUE ~ 0 r ~ RENOVATIONS TO: II III II II III II II II II II II II ~ I II III , , ,, , _-- I~ I 1. ALL EXISTING FIRE A~RM D~ICES AND WIRING SHALL BE SnSImeonJogo&Jpg , ~ ~ <~> , ~ ~ ~ J o , I I (~) i REMOVED FROM ALL WALLS AND CEILINGS THAT ARE TO BE THE CONSTRUCTION PHASE THEN BE REMOVED WHEN ALL NEW I I I <~) ~ ~ t J I t D~ICES BECOME ACTIVE, ~ , , ~ I ~ ~ ~ I I ~ 2. ALL KITCHEN FIRE A~RM D~ICES SHALL REMAIN. ii~ /~ % " ~ > /--- %~ _~ ff~ / ~ ~ Jl Li ~ ~ 61700 ROUTE 48, GREENPORT, NY 11944 I , ~1 ~1' I ~ I IF~ , - - ........... ~ - ...... ~-- , TCA C'~i %* (*)'' I _ -- ~-- F~:~~ ARCHITECTURE,THOMAS INTERIORS, PROJECT MANAGEMENTpLLC J ......... dL~dl ~' m~--- ~ - ~J I mLj ~1 LLXJL ......... i PROJECT MANAGERS: ~ ~! ~ I ~ ~ - ~ __ ~ D~ECTORS AND CONNECTION I ~ S) / ~ ~------ ~ ..... F~ F ~ ~ I~ REMAIN. ~ ~~ -~n ...... T----~ ~.~ / STERLING MANAGEMENT, INC. , ~ ~ % % ~ ~ ~ I~1~1 ~1~1 I~1~ I~1~1 I ~ ......... ~ :~ ~ ~ ~ ~ ' 2 PARK AVENUE, ME.NINE. NEW YORK, NY 10016 i ~ ~1 ) ~l I u ~ % ~ ii i ~ ', ~ i ~S, HH ~ (~1 ~ ~/ (~? EXISTING TO REMAIN ~ ',/ ~ i I , ~,~/~ iI/~NI ~ ~1 II I: ', ~ %~ ~i I ",1 I IL ~ ~ JI ~ ~ ?2 ', I ,x. I, I , ~ ~q~ I,, xl ii i II II i I I ~ ~ r ............. lh ................. lh ................. 1I i/ h ~ ...... ~ F~ i ~ -- ~ -- i I ~ II II II III II II III II d l~%J ~ ~:~J L- ~ Iii ~ i 4~JI ~ ( iL~% i ,-," 16209 ,-' .... , SCALE ~ NOTED - ~ql if~ I , m II i DA~ 06-11-08 FIRST FLOOR FIRE ALARM DEMOLITION PLAN 1l (S) ~SITE PLAN FIRE ALARM II NOTES 1. ALL EXISTING FiRE ALARM DEVICES AND WIRING SHALL BE REMOVED FROM ALL WALLS AND CEILINGS THAT ARE TO BE TEMPORARILY REMOVED. ALL EXISTING DEVICES SHALL REMAIN ACTIVE DURING THE CONSTRUCTION PHASE THEN BE REMOVED WHEN ALL NEW DEVICES BECOME ACTIVE. l-] GROUND FLOOR FIRE ALARM DEMO PLAN SCALE: 1/6" = 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY Of Thomas Compiglia ArchRect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR tN PART, SHALL BE MADE WITHOUT THE WRllTEN AUTHORIZATION OF Thomas Complglia Architect, PLLC. DBA TCA ARCHITECTURE, THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRIttEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC. (~Copyrlght 2008 Thomas Camplglia Architect, PLLC, DBA, TCA ARCHITECTURE 8/27/06 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togo2,jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (2121 606-1858 FAX NO (2121 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC, 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TeL: (2121 245-6300 Fax: (2121 765-8511 hr p://www sterlin0nyc, cem CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE~ 651.2S2,15S6 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR FIRE ALARM DEMO PLAN SEAL DFA 2 SHEET NUMBER 90 CABINET PROVIDED BY THE MECHANICAL FIRE ALARM NOTES HVAC FAN SHUTDOWN CONTROL PANEL / CONTRACTOR, ELECTRICAL CONTRACTOR TO AH-1 AH-2 AH-`3 AH-7 AH-9 COORDINATE WITH THE MECHANICAL PROVIDe. SIXTY (30) ADI~ITIONAL SMOKE DETECT ~ ~ ~ ~ ~ CONTRACTOR FOR FINAL CONNECTIONS. BELL/STROBE, AND EIG~ T (BI ADDITIONAL PULL STROBES, PROVIDE FOU (4) FAN SHUT DOWN ADDITIONAL WORK TO B DONE IN THE BAS[ME AH-5 AH-6 AH-8 AH-lO AH-11 CONTRACT, SECOND FLC]R AND ROOF TOP ~ ~ ~ ~ I~s~l TEFLON (PLENUM RATE[ 16 GAUGE WIRE FOR GAUGE WIRE FOR STROf E CIRCUITS. PROVIDE AH-4 (PLENUM RATEB) 16 GLADE SHEILBED FOR SPI S S s S S S S S S 5~ ~ ALL WlI~ING SHALL BE [FLON RATED FOR USE ARTICLE 760. WHERE V RING MUST BE EXPOSE ELECTRICAL METALLIC T BIND IN UNFINISHED AF - s s s s s s s s s ~s/~s) FF~E1 FF~q~ FINISHED AREA. PROVlD ALL WIRING AS REQUII SECOND FLOOR A1TIC ALL SM[IKE DETECTORS SHALL BE LOCATED Mff CONTR/~TOR SHALL PR VIDE STROBES WITH A SOUTH WING EAST WING WEST WING LUMENS/SQ.FT. EFFECT E INTENSITY TO ALL OI NOTIFICATION IS REQUIF ;D BY NFPA 72-1996. BELLS ARE REQUIRED SOUND A "fEMPORAL 72-1996. ALL SIGNALS SHALL BE SYNCHRONIZ IS CLEAR AND DISTINCT IE. S S S S S S S S S S S S SS STROBBB~ SHALL BE Wll :D SO THEY WILL REM/ S S S S S S S S S S SS S S S PERFORMED. STROBES HALL BE DEACTIVATED COMPLET~E AND IMMEDI/ E FAN SHUTDOWN SHA (2) BMOKEANDB ,T EOT, ON ANDE,REA. BE INDEPENDENT OF TI FIRE ALARM RESET. PROVIDB. NEW WIRING .~ D PROGRAMMING FOR , ~ PROVIDG. CIRCUIT EXTEi~ IERS NAC'S AS REQUIR PROVIDEOAN LED INDICi 'OR LIGHT FOR EACH S MOUNTED ABOVE THE ]LINC (IF NECESSARY). S S S S S S S S S S S S S S S S S S S S MOUNTED TO THE UNDJ ~SIDE OF THE CEILING S S S S S S SMOKE DETECTOR. REFER lr~ FLOOR PLAN DRAWING FOR ALL DEVI S S (~ S S S S S S S ~ PROVIDE2DEDICATED ELI:CTRIC CIRCUIT FOR FIRI S S S S S PROVIDE`BCONNECTION F INTEGRAL DACT (PHOI SYSTEM IN FIELD. CO( RDINATE CONNECTION IF S S S S S S S ~ S S S S S S S ~ AND PROVIDE ALL NECI SSARY ELECTRICAL APPJ NEW FIBZ. ALARM DEVlC ~S SHALL BE OPERATIO~ DEVICES ARE REMOVED. S S S S S S S (~--~~ S S S S S S S ~~~- SSS S S S S F F F S S S SSS S S S S F J~ ~ S S S S S S S S S S E e ~ FIRE AL ~.RM LEGEN[ s s s s s s s F F F TO EXISTING DEVICES IN SOUTH WING TO EXISTING DEVICES C^LLDEV,DeSSHALLReMA, N) S TO EX,ST, NO DEV,CES I I S ,N WeSTW,NO IN EAST WING ) J (REMOVE) [] FIRE ~LARM MANUAL PULL ST, (REMOVE) J~ FIRE~EARM BELL/STROBE CO EX~ST~NG S~MPLEX 4100 ~7 FIRE ~LARM STROBE FZRE ALARN CDNTRBL PANEL ~ ~ SMOK DETECTOR NURSES STATION ~ ~> HEAT ]ETEOTOR FRONT ENTRANCE ~ FAN ~UTDOWN RELAY FIRST FLOOR ~ FIRE ,MOKE DAMPER ~-~ TO ~ ~TIND JFARAJ FIRE LARM REMOTE ANNUNCh TO EXISTING GROUND FLOOR DEVICES GROUND FLOOR ;, SIXTEEN (16) ADDITIONAL STATION, PROVIDE FOUR (4) ADDITIONAL RELAYS ALL AS PART OF PRICING FOR , FIRST FLOOR AREA NOT UNDER JIPMENT. PROVIDE FOR `3000 FEET OF INITIATING CIRCUIT, 1000 FEET OF 14 1000 FEET OF TEFLON SPEAKERS. IN PLENUM CEILINGS AS PER NEC , IT SHALL BE RUN IN 3/4" MINIMUM AREAS AND IN NON-METALLIC RACEWAY IN BY THE APPROVED SHOP DRAWINGS, MINIMUM `3 FEET FROM HVAC DIFFUSERS, MINIMUM LIGHT INTENSITY OF 0.0,375 OCCUPIED SPACES WHERE VISIBLE 3" SIGNALING RHYTHM AS PER NFPA IN ORDER THAT THE 5-3-`3 SIGNAL ACTIVE AFTER SILENCE FUNCTION IS MANUALLY. OCCUR UPON ACTIVATION OF ANY TWO SYSTEM. RESTART OF FANS SHALL ALL FAN SHUTDOWN RELAYS. SMOKE DETECTOR THAT IS TO BE LED INDICATING LIGHTS SHALL BE DIRECTLY BELOW ITS CORRESPONDING COUNTS AND LOCATIONS. ALARM SYSTEM. DIALER) TO BUILDING TELEPHONE FIELD WITH TELEPHONE SYSTEM VENDOR APPURTENANCES, BEFORE EXISTING FIRE ALARM COMBINATION FIRE ALARM RISER DIAGRAM NBT TB SCALE IALK J III I I1 1 1 II I 1111 SIDEWALK NORTH ROAD (COUNTY MIDDLE ROAD #48) SITE PLAN SCALE: 1/64" = 1'-0" KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Themes Complgllo Architect, PLLC. DBA TEA ARCHITECTURE, NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomas Compiglie Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE. Themes Cempl911a, Architect, PLLC. (~Copyright 2008 Themes Cempiglie Architect. PLLC. DBA. TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 1 8/12/08 iSSUED TO BLDG. DEPT, NO. DATE REASON FOR ISSUE RENOVATIONS TO: SnSlmeon_togo2,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 688-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: S"', .- ,'J 'lNG STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 16016 CONSULTANT MEP ENGINEERS LASALA& 11 OVAL DRIVE ASSOCIATES, ISLANDIA, NY 11749 LLP TELEPHONE: 631.592.2660 FACSIMILE: 651,232.1536 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT · ,¢ PROd. NO. 16209 %~/;' '/' ' ' SCALE ~S NOTED ! ,,, ',;¢L',~ DRAWN XX ?,,?, CHECKED TNC DATE 06-11-08 DRAWING FIRE ALARM NOTES, LEGEND AND RISER DIAGRAM SEAL SHEET NUMBER 92 13 13 ® ® m I ® ® ® ® GROUND FLOOR FIRE ALARM PLAN SCALE: 1/8"= 1'-0" 390.00' IIIl [ ll I I 1111 I SIDEWALK NORTH ROAD (CO~ MIDDLE ROAD g48) SITE PLAN SCALE: 1/64" = 1'-0" II ® ® I I KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPER]¥ OF Themes Cempiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRFFrEN AUTHORIZATION OF Thomas Campiglie Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. (~)Copyright 2008 Thomas CQmplglle Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togoa,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO, (212) 666-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ~ NEW YORK, NY 10016 Tel: (212) 245-6300 ' Fax: (212) 765-8511 hEp,//www.sterhngnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 6S1.2S2.1536 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PRO& NO. =ROI. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GROUND FLOOR FIRE ALARM PLAN SEAL FA 2 SHEET NUMBER 92 i DRAWINSS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE ~.. PROPER~Y Of Thomas Compiglie Architect, PLLC. DBA ~, TEA ARCHITECTURE. ""~..~>_ NO REPRODUCTION, IN WHOLE OR IN PAF~T, SHALL BE ..<.~. MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomas ~90.00' ~ Compiglio Architect, PLLC. DBA TCA ARCHITECTURE. F ......................................................................... '~ THIS DOCUMENT IS INTENDED SOLELY FOR THE I' '~"-... CONSTRUC~ON OF THE PROJeCt NAMED HEREIN AND : '~'-~ .......... SHALL NOT BE USED BY ANY OTHER pARTIES FOR ANY I -- OTHER CONSTRUCTION W~THOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Compi§lio, Architect, PLLC. (~)Copyright 2008 Themes Compislio Architect. PLLC. DBA. TCA ARCHITECTURE J I //~ ~: EXIST NG J 1 8/12/08 ISSUED TO BLDO. DEPT. NO. DATE REASON FOR ISSUE PROJECT RENQVATIQNS TO: Snglmeon_tosoS,Jp9 61700 ROUTE 48, 6REENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO (212) 686q85D FAX NO (212) 765-8511 PROJECT MANACERS: (ti I ,) :R .lNG STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEW YORK, NY 10016 Tel: (212) 245-6300- Fax: (212) 765-8511 hr[p:/hvww.st e rlin gnyc.com CONSULTANT MEP ENGINEERS LASALA & 11 OVAL DRIVE SUITE 129 ASSOCIATES. ISLANDIA, NY 11749 LLP TELEPHONE: 631.592.2660 FACSIMILE: 651.252.15~6 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT  CLIENT PROd. NO. PROd. NO. 16209 ,,;' SCALE AS NOTED ', ' ,, ", DRAWN X× 5;,,,~,','~ CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR FIRE ALARM PLAN _ _- ..... ' ' ' ' FIRST FLOOR FIRE ALARM PLAN '~'-- ...... ---:,~"" '- - ~o,,~: ,/,- - ,.-o. KEY PLAN SEAL SHEET NUMBE~ J~t~.uu ...... DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OE ......................................................................... " .. PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE '~ PROPERW OF Thomas Camplgllc~ Architect. PLLC. DBA "~--~ .................. TEA ARCHITECTURE. I ' NO REPRODUCTION. IN WHOLE OR IN PART. SHALL BE i MADE WITHOUT THE WRI]¥EN AUTHORIZATION OF Thomas Compiglio Architect. PLLC. DBA TEA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE =1 CONSTRUCTION OF THE PROJECT NAMED HEREIN AND I r -~ SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY / OTHER CONSTRUCTION WITHOUT THE WR~TFEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglio, Architect, PLLC.  ~ (~)Copyright 2008 Thomas Campiglia Architect, PLLC. ! DBA. TCA ARCHITECTURE [ i , NORTH ROAJD (COUNTY IV~DLE ROAD #49) r SITE PLAN SCALE: 1/64" = 1'-0" 2 8/27/08 ISSUED TO BID 1 8/12/08 ISSUED TO BLDC, DEPT. NO. DAle REASON FOR ISSUE PROJECT 6' {,, ) RENOVATIONS TO: Snglmeon_l, ogo2,Jp9 J"IRE ALARM NOTES 1, ALL FAN SF UT DOWN RELAY WIRING SHALL RUN BE RUN TO A CONTACTOR LOCATED NEXT TO THE :IRE ALARM CONTROL PANEL (FACP). THE CONTACTOR SHALL BE NORMALLY CLE SEO AND OPEN UPON THE ACTIVATION OF TWO (2) FIRE ALARM INITIATING 61700 ROUTE 48, GREENPORT, NY 11944 DEVICES. AH- 1 AH-4 ARCHITECT ~ IFSRI TCA ~ ~'q> ARCHITECTURE, INTERIORS, PFIOJECTMANAOEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEWYORK, NY 10016 TEL, NO, (212) 686-1658 FAX NO, (212) 765-6511 AH -3 PROJECT MANAGERS: IFSRI AH-5 AH_lO I S lNG STERLING MANAGEMENT, INC. AH-9 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 ~ Tel: (212) 245-6300, Fox: (212) 765-8511 htlp,//www,sterllngnyc.com ~ > (~ > CONSULTANT MEP ENGINEERS LASALA & 11 OVAL DRIVE ~ ---- < SUITE 129 ASSOCIATES, ISLANDIA, NY 11749 FACSIMILE: 651.2S2.1556 JLA JOB# 08AE-00174 AH-11 IFSRI B CONSULTANT AH-7 CONSULTANT AH-2 ~ AH-6 CLIENT PROJ. NO, PRO& NO. 16209 SCALE AS NOTED ? DRAWN ×× .... ','~,, CHECKED TNC DATE 06-11-08 5 > ~ > ORA~NG ATTIC FIRE ALgJ~]Vl PLAN ELECTRICAL ATTIC PLAN KEY PLAN mO cO II I I Fr'~ FO I I r:=Jl LJ I I I I ~ )~ Il ~ IIII -- t % l----l. II Ill l? / ~,) ~ ~ v '~ II ~ 6----n ,,r ............. ~ ...................... ~ ........... / 1 I () () Z ~ . ~) ~ ~ II FIRST FLOOR ELECTRICAL SCALE: 1/8" = 1'-0" DEMOLITION PLAN [] [] [] NO REMOVAL IN THIS AREA DEMOLITION NOTES 1, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE WIRING TO ALL WALL MOUNTED SANYO'S LOCATED IN THE CORRIDORS AND DINING/RECREATION ROOM. 2, WIRING TO ALL EXISTING RTU'S LOCATED ON BOOF ABOVE THE DINING/RECREATION ROOM SHALL BE DISCONNECTED AND REMOVED BACK TO THEIR SOURCE OF POWER. 5. ALL EXISTING PANEL BOARDS AND ASSOCIATED FEEDERS IN THE EAST AND WEST WINGS SHALL BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL LIGHT FIXTURES. SWITCHES. RECEPTACLES AND ASSOCIATED BRANCH CIRCUITRY SHALL BE REMOVED UNLESS OTHERWISE NOTED. 5, THE EXISTING NURSE CALL SYSTEMS IN THE EAST AND WEST WINGS SHALL BE REMOVED, 6. WIRING TO ALL EXTERIOR CONDENSING UNITS SHALL BE DISCONNECTED AND REMOVED BACK TO THEIR SOURCE OF POWER, 7. WIRING TO ALL ROOF MOUNTED EXHAUST FANS SHALL BE DISCONNECTED AND REMOVED BACK TO THEIR SOURCE OF POWER. 8. TWO (2) EXISTING ELECTRICAL PANELS LOCATED IN THE MECHANICAL ROOM NEXT TO THE SERVING AREA IN THE DINING/RECREATION ROOM SHALL REMAIN. 9. ALL EXISTING SOUTH WING PANEL BOARDS ARE NOT IN THE SCOPE OF WORK AND SHALL REMAIN. 10, ALL EXISTING ELEVATOR PANEL BOARDS AND DISCONNECTS ARE NOT IN THE SCOPE OF WORK AND SHALL REMAIN. [] F1 n i 500 KVA PAD MOUNTED KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Carnpiglie Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Themes Cempiglio Architect, PLLC. DBA TgA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomoa Compiglia, Architect, PLLC. ~)Copyright 2008 Thomas Campiglia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEP% DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeon_togo2,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO. (212) 666-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE. NEW YORK, NY 10016 Tel: I212) 245-6300 Fax: (212) 765-8511 http,/A~ww sterllngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PRO& NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 08-11-08i IDRA~NG FIRST FLOOR ELECTRICAL DEMOLITION PLAN SEAL DE 1 SHEET NUMBER 95 :? 1. WHERE NOTED AND AS REQUIRED BY APPLICABLE CODES. ALL LOW TENSION CONDUIT WHICH HAVE RUNS IN EXCESS OF 200 FEET IN LENGTH AND/OR CONSTRAINING BENDS IN EXCESS OF 270 DEGREES SHALL BE PROVIDED WITH A WEATHER PROOF IN GROUND PULLBOX. ALL PULL BOXES SHALL BE LABELED FOR THEIR INTENDED USE OR VOLTAGE LEVEL, AND ALL WIRE AND CABLE PROVIDED UNDER THIS SECTION SHALL BE TAGGED AT ALL PULL BOXES, 2. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHTIND FIXTURES, SWITCHES AND/OR LIGHTING CONTROL PANEL SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE REQUIREMENTS. 3, SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO START OF ANY WORK. ANY WORK OR EQUIPMENT INSTALLED PRIOR TO APPROVAL OF RELEVANT SHOP DRAWINGS FOUND TO BE UNACCEPTABLE SHALL BE REMOVED AND MODIFIED AT THE CONTRACTOR'S SOLE EXPENSE INCLUDING ANY RESULTANT SCHEDULING DELAYS EXPERIENCED BY ANY TRADE. 4. PREPARE AND FURNISH TO OWNER 'AS-BUILT' PLANS FOR ALL WORK INSTALLED. 5. ALL CONDUIT AND CABLE HOME RUNS SHALL CONSIST OF THREE CIRCUITS MAXIMUM TO THE PANEL BOARD, UNLESS OTHERWISE NOTED. COMBINING OF MULTIPLE HOME RUNS IN A SINGLE CONDUIT SHALL NOT BE PERMITTED. 6. ALL 120 VOLT OR 208 VOLT BRANCH CIRCUIT RUNS ~N EXCESS OF 100 FEET FROM THE PANEL TO THE DEVICE SHALL BE PROVlBEB WITH #10 MINIMUM AWG WIRE FOR ITS ENTIRE LENGTH. 7. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT THE SITE OF THE WORK AND FULLY BECOME INFORMEB AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF. SHOULB THE ELECTRICAL CONTRACTOR FIND DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK FROM THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS, OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE OWNER'S REPRESENTATIVE AT ONCE, IN WRITING, OF ANY BISCREPANCIES AND OBTAIN CLARIFICATION PRIOR TO SUBMITrlNG ANY BID. ABSENCE OF SUCH NOTIFICATION SHALL BE INTERPRETED TO INDICATE NO DISCREPANCIES OR CONFLICTS EXIST. ADDITIONAL COMPENSATION SHALL NOT BE GRANTED AFTER AWARB OF CONTRACT FOR ANY WORK NECESSARY TO COMPLY WITH THESE REQUIREMENTS. R. ELECTRICAL DRAWINGS: ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. LOCATIONS OF EQUIPMENT ARE SHOWN TO SCALE WHERE POSSIBLE BUT MAY BE DISTORTEB FOR CLARITY. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL NECESSARY BENBS, OFFSETS ANB OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF ELECTRICAL CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE, RESERVE HEADROOM ANB KEEP OPENINGS AND PASSAGEWAYS CLEAR. 9. ALL WORK, WHETHER SHOWN OR INFERRED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDEREB FULLY UNDERSTOOD IN ALL RESPECTS BY THE ELECTRICAL CONTRACTOR, AND THE ELECTRICAL CONTRACTOR SHALL THEREBY BE RESPONSIBLE FOR ANY INTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK ON ALL DRAWINGS. 10. CONBITIONS AT THE SITE: THE ACT OF SUBMITTING A BID SHALL BE EVIDENCE THAT THE ELECTRICAL CONTRACTOR HAS EXAMINEB THE Site ANB FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS WITHIN THE SCOPE OF THIS WORK ANB ACCEPTED SUCH CONDITIONS, ANB MABE ALLOWANCES THEREFORE IN PREPARING HIS FIGURE. 15. THE DRAWINGS MAY NOT SHOW COMPLETE OR ACCURATE DETAILS OF THE EXISTING BUILDING IN EVERY RESPECT. EXACT LOCATIONS AND RELATIONSHIPS ARE TO BE DETERMINED IN FIELD AND SHALL BE TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. THE ELECTRICAL CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD MEASUREMENTS. 16, ALL INSTRUMENTS, APPARATUS AND EQUIPMENT SHALL BE TESTED AND PROVEB TO BE ELECTRICALLY AND MECHANICALLY WITHOUT BEFECTS. THE ELECTRICAL SYSTEM SHALL BE TESTEB FOR GROUNBS OR SHORTS. IF THERE IS TROUBLE WITHIN THE CIRCUIT WIRING, ALL SHORTED OR GROUNDED WIRES SHALL BE REPLACED AND THEN RETESTED. ALL METERS, CABLES, EQUIPMENT OR APPARATUS NECESSARY FOR MAKING ALL TESTS SHALL BE PROVIDED AND PROVlDEB BY THIS CONTRACTOR. 17. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SCHEBULING DELIVERY, RECEIVING, UNLOABING, STORING, UNCRATING, SETTING IN PLACE, AND PROTECTING FROM DAMAGE, VANDALISM, THEFT OR WEATHER DURING CONSTRUCTION FOR ALL NEW EQUIPMENT PROVIDED BY THE ELECTRICAL CONTRACTOR OR PROVIDED BY OTHER PARTIES TO THE ELECTRICAL CONTRACTOR FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. 10. THE ELECTRICAL CONTRACTOR SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES, INSPECTIONS ANB TAXES APPLICABLE TO THE ELECTRICAL WORK ANB SHALL BE INCLUDEB IN THE SASE BIB AS PART OF THIS CONTRACT. 19. THE ELECTRICAL INSTALLATION IS TO BE IN THE STRICT ACCORDANCE WILL ALL APPLICABLE LOCAL, STATE AND FEDERAL RULES, REGULATIONS ANB CODES OR ANY OTHER AUTHORITIES HAVING LAWFUL JURISDICTION, INCLUDING ANY LOCAL UTILITY COMPANY REQUIREMENTS. 20. ALL EQUIPMENT/DEVICES PROVIDED BY THE ELECTRICAL CONTRACTOR SHALL BE NEW AND OF FIRST QUALITY AND SHALL BEAR THE APPROPRIATE UL OR CSA APPROVED LABELS FOR SPECIFIC PURPOSE. ALL MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC). 21. ALL WIRE AND CABLE SHALL BE COPPER WITH 600 VOLT INSULATION. MINIMUM WIRE SIZE SHALL BE SIZE #12 AWG (WITH THE EXCEPTION OF CONTROL WIRING). WIRE SIZE #10 AWG AND SMALLER SHALL BE SOLIB AND ALL CABLE SIZE #8 AWG AND ABOVE SHALL BE STRANBED, WITH '~YPES" AS FOLLOWS: '*FHHN'" GREAter THEN OR EQUAL TO #6 AWG FEEBER AND BRANCH CIRCUIT WIRING ABOVE FINISHED FLOORS AND AREAS NOTE SUBJECT TO MOISTURE: "XHHW" FEEDER AND BRANCH CIRCUIT WIRE iN FINISHED FLOORS ANB/OR SUBGRADE RUNS OR AREAS SUBJECT TO MOISTURE - ONLY. 22. NO HOLES OR RECESSES MAY BE CUT IN WALLS, FLOORS, CEILINGS, OR ANY PART OF THE BUILDING TO ADMIT CONBUlT OR OTHER WORK OF THIS CONTRACT WITHOUT PRIOR SUBMISSION TO AND REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE. WORK SHALL BE PERFORMED BY COMPETENT PERSONS SKILLED IN THIS FIELD IN A NEAT AND CRAFTSMAN LIKE MANNER. ANY CUTFING, DRILLING, CORING, ETC. SHALL BE DONE WET TO MINIMIZE THE SPREAD OF DUST. PROVIDE DUST PROTECTION AS APPROVED BY OWNER'S REPRESENTATIVE. THE PORTIONS CUT MUST BE RESTORED TO THEIR ORIGINAL CONDITION AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COSTS FOR ALL cU%rlNG AND PATCHING REQUIRED FOR THE ELECTRICAL WORK IN THE BASE BID. EXACT LOCATION OF CONDUIT PENETRATION(S) SHALL BE DETERMINED IN FIELD. 23. PROVIDE SLEEVES FOR PENETRATIONS THROUGH BLOCK OR CONCRETE WALLS AND FLOORS. 24. PERMITS, INSPECTIONS AND TESTS: OBTAIN ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF ELECTRICAL WORK. PROVIDE ALL INSTRUMENTS AND PERFORM ALL TESTS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM TESTS. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE TESTS. 25. GROUNDING: ALL WORK SHALL BE PERMANENTLY AND EFFECTUALLY GROUNDED WHETHER OR NOT SUCH CONNECTIONS ARE SPECIFICALLY SHOWN OR SPECIFIED. GROUND RESISTANCE AT ANY POINT SHALL NOT EXCEED 25 OHMS. 26. CUTTING AND PATCHING: THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF ROUGH OR FINISH WORK REQUIRED BY ELECTRICAL INSTALLATIONS. PATCHING SHALL BE OF THE SAME MATERIAL, FINISH, AND WORKMANSHIP AS THE ORIGINAL WORK. 27. CLEANING AND CLEANUP: ALL MATERIAL INSTALLED UNDER THIS SECTION OF THE WORK SHALL BE CLEANED OF GREASE, OIL, pLASTER, DIRT/DUST AND THE LIKE. ALL GREASE AND OIL SHALL BE CLEANED FROM FLOORS, CEILINGS, AND WALLS AND ALL UNUSED CONSTRUCTION MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE, 28. ELECTRICAL CONTRACTOR SHALL NOT REDUCE SIZING OF CONDUITS TO SUIT WIRE FILL CAPACITY. 29. ALL CONDUIT USED FOR THIS PROJECT SHALL BE 3/4" MINIMUM. 30. ALL SUSPENDED CONDUITS SHALL BE RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE BY MEANS OF APPROVED CONDUIT FASTENERS, HANGERS, STRAPS, SUPPORTS, CLAMPS, ETC., FIRMLY ANCHORED IN pLACE AND SPACED AT INTERVALS NOT TO EXCEED 10'-0" 31. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL RODS, ANGLES, RAILS, STRUTS, BRACE PLATES, PLATFORMS, ETC., REQUIRED FOR SUSPENSION OR SUPPORT OF CONDUIT AND EQUIPMENT AND ALL STRAPS, CLAMPS, THREADED RODS, TURNBUCKLES, ANCHORS, ETC. AND MISCELLANEOUS SPECIALTIES REQUIRED FOR THE ATtaCHMENT OF HANGERS AND SUPPORTS TO THE STRUCTURE. ALL CONDUIT, STRAPS, SUPPORTS AND ETC. 32. ALL CONDUIT INSTALLED (SPARE OR UTILIZED) SHALL HAVE A MINIMUM, ONE (1) 14 AWG ZINC-COATED STEEL OR MONOFILAMENT pLASTIC PULL LINE WITH NOT LESS THAN 200LB TENSILE STRENGTH CHARACTERISTICS. LEAVE 12" (MINIMUM) OF SLACK AT EACH END OF CONDUIT. $$. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS AND STRUCTURAL MEMBERS WITH 90' BENDS. 34. SPARE WIRES INSTALLED SHALL BE NEATLY COILED, BOUND AND PLACED IN SPACE AVAILABLE. LEAVE AT A MINIMUM, 8' OF SLACK AT EACH DESTINATION, 35. PULL BOXES, JUNCTION BOXES, CONDUIT BODIES ANB EXPANSION JOINTS SHALL BE INSTALLED AS PER NFPA 70. 36. COOPERATION WITH OTHER CONTRACTORS: THE ELECTRICAL CONTRACTOR SHALL EXAMINE ALL CONTRACT BRAWlNGS AND COOPERATE WiTH ALL OTHER CONTRACTORS PROVIDING LABOR, MATERIALS AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY, VERIFY WITH OTHER TRADES THE LOCATIONS OF MOTORS, EQUIPMENT, VOLTAGE AND PHASE, BEFORE COMMENCING ANY WORK. WORK INSTALLED IMPROPERLY DUE TO NON-COORDINATION SHALL BE CHANGED BY THE ELECTRICAL CONTRACTOR AT HIS OWN EXPENSE. 37~ IBENTIFICATIONS: IDENTIFY EACH INBIVlDUALLY MOUNTED MOTOR, STARTER, BISCONNECT SWITCH, DISTRIBUTION PANEL, CONTROL PANEL, ETC. WITH A NAMEPLATE BEARING THE DESCRIPTION AND TAG OF THE EQUIPMENT CONTROLLED. 38. REMOVAL ANB RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF GENERAL WORK. ALL EXISTING CONBITIONS ARE NOT COMPLETELY BETAILEB ON THE DRAWINGS. THE ELECTRICAL CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY MOBIFICATIONS REQUIRED BASEB ON EXISTING CONDITIONS, FOR DEMOLITION OF EXISTING WORK AND INCLUDE ALL MATERIALS AND LABOR IN HIS BID PBICE. NO ALLOWANCE SHALL BE MADE FOR FAILURE TO DO SO. 39. INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATING, MAINTENANCE AND REPAIR. MINOR BEVlATIONS FROM DRAWINGS, WITH NO MATERIAL COMPROMISE IN QUALITY, MAY BE MABE TO ACCOMPLISH THIS, BUT CHANGES OF MAGNITUDE ANB/OR CHANGES WHICH RESULT IN EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL BY THE OWNER'S REPRESENTATIVE. 40. ANY BAMAGE, TO EXISTING STRUCTURES, UTILITIES, VEGETATION, ETC. NOT SCHEBULED FOR DEMOLitiON OR REMOVAL, INCURRED DURING CONSTRUCTION, WHETHER INCIBENTAL OR ACCIBENTAL, SHALL BE REPAIREB AT NO ABDITIONAL COST TO THE OWNER. 41. TELEPHONE, SECURITY, MUZAK, CCW AND DATA SYSTEMS ARE BY OTHERS. SEE ARCHITECTURAL BWGS. FOR LOCATION OF ALL SYSTEM PANELS AND DEVICES. 42 EXACT LOCATION OF ELECTRICAL PANELS SHALL BE DETERMINED IN THE FIELD. DEMOLITION NOTES 1. IN AREAS WHERE DEMOLITION WORK IS REQUIRED, THE ELECTRICAL CONTRACTOR SHALL DE-ENERGIZE, BISCONNECT ANB REMOVE ALL LIGHTING, RECEPTACLES, SWITCHES, INTERCOM SPEAKERS, PLUGMOLB, COMPUTER NETWORKING WlREMOLB AND POWER RECEPTACLES AND ANY OTHER DEVICES THAT WILL BE AFFECTED BY THE DEMOLITION WORK. ALL WIRING AND CONDUIT SHALL BE REMOVED BACK TO PANELS WHERE THEY ORIGINATE. 2. ELECTRICAL CONTRACTOR SHALL PROVIDE BYPASS CIRCUITRY AS REQUIRED TO MAINTAIN CIRCUIT CONTINUITY TO ANY DEVICES THAT ARE EXISTING TO REMAIN AND NOT AFFECTED BY BEMOLITION WORK. ALL EXISTING WIRE, CABLE, JUNCTION BOXES ETC, THAT ARE RUN THROUGH THE EXISTING CEILING SPACE ANB TO REMAIN SHALL BE SECURED TO THE STRUCTURAL MEMBERS AT A MINIMUM OF 12" ABOVE NEW PROPOSEB CEILING HEIGHT. 4. ALL ELECTRICAL EQUIPMENT THAT IS REMOVE SHALL BE TURNED OVER TO THE OWNER REPRESENTATIVE. ANY DEVICES OR EQUIPMENT THAT THE BANK DOES NOT WISH TO RETAIN SHALL BE REMOVED FROM THE SITE BY THIS CONTRACTOR. ANY BATFERIES AND BALLASTS THAT ARE TO BE REMOVE SHALL BE DISPOSED OF IN A MANNER THAT IS REQUIREB BY ANY STATE AND/OR FEBERAL ENVIRONMENTAL REGULATIONS REGARDING SUCH EQUIPMENT, 5. SEE DRAWING DE-1 FOR DEMOLITION PLAN. ELECTRICAL SYMBOL LIST ELECTRICAL SYMBOL LIST ABBREVIATIONS (2) Sa ST Sos ®c COPIER REF MICRO. GFI (42} (42) JUNCTION BOX WALL MOUNTED SINGLE POLE SWITCH LEVITON DECORA SERIES. LETter DENOTES LIGHTS CONTROLLED HORSE POWER RATED SWITCH WITH THERMAL OVERLOAD AUTOMATIC WALL SWITCH/OCCUPANCY SENSOR COMBINATION WATrSTOPPER CAT.# WS200 OR EQUAL POWER DUPLEX OUTLET DEDICATED POWER DUPLEX OUTLET COMPUTER Power DUPLEX OUTLET POWER QUAD OUTLET DEDICATED POWER QUAD OUTLET DEDICATED COPIER POWER DUPLEX OUTLET INSTALLED © 36" A.F.F. DEDICATED REFRIGERATOR POWER DUPLEX OUTLET INSTALLED @ 56" A.F.F. DEDICATED MICROWAVE POWER DUPLEX OUTLET - SEE ARCHITECTURAL DWGS. FOR MOUNTING HEIGHT. WALL MOUNTED GROUND FAULT CIRCUIT INTERUPTER OUTLET. ABOVE COUNTER WALL MOUNTED POWER OUTLET-SEE NUMBER IN PARENTHESIS FOR HEIGHT TO CENTERLINE. FLOOR MOUNTED 'DOGHOUSE'-TYPE FLOOR OUTLET FOR POWER AND BATA TIME CLOCK PROVIDED BY MC WIRED BY EC TRANS VOLTAGE SURGE SUPRESSOR PULL CORD, RAULAND/BORG MODEL #R4KPCIO, MOUNTED 46" AFF DUAL BED STATION WITH SPEAKER, RAULAND/BORG MODEL #R4K12A, MOUNTED 46" AFF SINGLE BED STATION WITH SPEAKER, RAULAND/BORG MODEL #R4K22A, MOUNTED 46" AFF 2 BULB VISUAL CORRIDOR LIGHT, RAULANB/BORG MODEL DUTY STATION WITH SPEAKER, RAULAND/BORG MODEL #R4KDY, MOUNTED STAFF STATION WITH SPEAKER, RAULANB/BORG MAGNETIC DOOR CONTACT PROVIDE A BOCK BOX WITH PROVIDE A BACK BOX AND #CLV122, MOUNTED ABOVE DOOR 46" AFF MODEL #R4KSS, MOUNTED 46" AFF CONDUIT SLEEVE AT THERMOSTAT LOCATIONS. CONDUIT SLEEVE AT TEMPERATURE SENSOR LOCATIONS. 80" AFF DWG TYP CLG EC GFI EXIST EM MC TVSS LCP RM DRAWING TYPICAL CEILING ELECTRICAL CONTRACTOR GROUND FAULT CIRCUIT INTERRUPTE EXISTING EMERGENCY MECHANICAL CONTRACTOR TRANSIENT VOLTAGE SURGE SUPPRE CURRENT TECHNOLOGY CAT # COP 80-120/208-36Y SHALL BE WITH INTEGRAL CIRCUIT BREAKER LIGHTING CONTROL PANEL WA~rSTOI INTEGRATOR SERIES. SEE LIGHTING PANEL NOTES ON DRAWING E-3. ROOM A NEW SURFACE MOUNTED ELECTRICAL PANEL 'A' SEE pLANS FOR LOCATION CONDUIT HOMERUN CONCEALED IN WALLS OR CEILINGS. 3/4" CONDUIT UNLESS OTHERWISE NOTED. ONLY 2#12 AWG WIRES PER CIRCUIT (TYPICAL). PROVIDE GROUND WIRE FOR EACH CIRCUIT. ARROWS INDICATE CIRCUIT QUANTITY CONDUIT TRENCHED IN SLAB MOTOR ~02 ~ CW (~)D (~)01 O D2 I I OM ;SOR ,UIPT. ER ONTROL LIGHI FIXTURE LFGFND (SEE CEILING PLANS FOR SPECIFIC FIXTURES WHICH APPLY TO THIS PROJECT) TYPE: A2 DESC: NEW 2X2; SURFACE MOUNTED FLORESCENT LIGHT FIXTURE W/PRISMATIC LENSE MANF: LEGION LIGHTING MODEL: 42-420-5F017-OCT-CF15 LAMPING: 3-FO17-OCT FINISH: TYPE: DESC: MANF: MODEL: LAMPING: FINISH: NOTE: A5 NEW 2X2; SURFACE MOUNTED LENSE LEGION LIGHTING 42-420-3FO17-OCT-DL-CF15 3-FO17-OCT WET LOCATION FIXTURE TYPE: B FLORESCENT LIGHT FIXTURE W/PRISMATIC DESC: MANF: MODEL: LAMPING: FINSH: NOTE: NEW 2X4; SURFACE MOUNTED PARABOLIC LOUVER LEGION LIGHTING 542--332-PB1B/3EBO-CF15 5-FO32-OCT-T8 FLORESCENT LIGHT FIXTURE W/ 18 CELL TYPE: DESC: MANF: MODEL: LAMPING: FINSH: NOTE: 02 NEW 2X2; SURFACE MOUNTEB FLORESCENT LIGHT PARABOLIC LOUVER LEGION LIGHTING 542-2U51-PBD/3EBO-CF15 2-FO31-OCT-T8 FIXTURE W/ B CELL TYPE: DESC: MANF: MODEL: LAMPING: FINISH: NOTE: NOTE: CW NEW 6" RECESSED COMPACT TRIM PRESCOLITE ET6CETL65PB-CF15 1-26 WATF TRIPLE TUBE 1 HR. FIRE RESISTANT WET LOCATION FLORESCENT DOWNLIGHT FIXTURE W/ TL65PB TYPE: DESC: MANF: MODEL: LAMPING: FINISH: NOTE: D NEW 6" RECESSED COMPACT FLORESCENT DOWNLIGHT FIXTURE W/ TOD TRIM PRESCOUTE FTGCFTL65PB-CF15 1-26 WAI~ TRIPLE TUBE 1 HR. FIRE RESISTANT TYPE: DESC: MANF: MODEL: LAMPING: FINISH: NOTE: 01 NEW 6" RECESSED COMPACT FLORESCENT DOWNLIGHT FIXTURE W/ TL65PB TRIM PRESCOUTE ETGCETL65PB-CF15 1-26 WATT TRIPLE TUBE 1 HR. FIRE RESISTANT TYPE: DESC: MAN F: MODEL: LAMPING: FINISH: NOTE: 02 NEW 6" RECESSED COMPACT FLORESCENT DOWNLIGHT FIXTURE W/ TO8 TRIM PRESCOLITE FTGCFTL65PB-CF15 1-26 WATT TRIPLE TUBE 1 HR. FIRE RESISTANT TYPE: DESC: MANF: MODEL: LAMPING: FINISH: NOTE: OB NEW 5'-0" SPECIFICATION GRADE COLUMBIA LIGHTING PRS-2U 1D25-EXXX-4PSW-CF15 3-25 WATT, T8 PROVIDE 4 WAY PULL CHAIN SWITCH TYPE: OM DESC: NEW 2'-0" SPECIFICATION MANF: COLUMBIA LIGHTING MODEL: LAMPING: FINISH: NOTE: G1 I TH UCXX TYPE: DESC: MANF: MODEL: LAMPINO: FINISH: NOTE: Q NEW 18" DIA. SURFACE MOUNTED VISA LIGHTING CM 11003QF26-BRNZ-CF15 3QF26 BRONZE FLORESCENT LIGHT FIXTURE TYPE: DESC: MANF: MODEL: LAMPING: FINISH: NOTE: Q1 NEW 26" DIA. SURFACE MOUNTED FLORESCENT LIGHT FIXTURE VISA LIGHTING CM11024QF26-BRNZ-CF15 3QF26 BRONZE TYPE: TH DESCRIPTION: LBL LIGHTING, 48" DIAMETER FUSION MONORAIL KIT #FUSIONKIT4RD HEAD: BARE MR16 LAMP WITH SWIVEL HEAD, HBMR16/SC/O1/1A/50/MRL TYPE: DESC: MANF: MODEL: LAMPINO: FINISH: NOTE: NOTF: UC NEW LOW PROFILE UNDERCABINET FLORESCENT LIGHT FIXTURE COLUMBIA LIGHTING UCSXX- 108-EXXX-WSW-CF15 8 WAIT T8 PROVIDE WITH ON/OFF ROCKER SWITCH NUMBER IN NOMENCLATURE SUFFIX BENOTES FIXTURE LENGTH TYPE: WS DESC: NEW 16" HIGH WALL SCONCE FLORESCENT LIGHT FIXTURE MANF: VISA LIGHTING MODEL: C03550-1F27-PTD-BRNZ-CF15 LAMPING: 27 WAIT LONG TWIN TUBE FINISH: BRONZE NOTE: TYPE: WP DESC: NEW 16" HIGH EXTERIOR WALL SCONCE FLORESCENT LIGHT FIXTURE MANF: VISA LIGHTING MODEL: OWlO40-2QF15-PTD-BRNZ-CF15 LAMPING: 13 WATT QUAD TUBE FINISH: BRONZE NOTE: EXTERIOR, WET LOCATION TYPE: EXIT DESC: NEW SURFACE MOUNTED LED EXIT MANF: DUAL LITE MODEL: LXURWE-CF15 LAMPINO: LED FINISH: STANDARD NOTE: ARROW DENOTES EXIT DIRECTION LIGHT FIXTURE TYPE: DESC: PK NEW EXTERIOR FULL CUTOFF COMPACT WALLPACK LIGHT FIXTURE BED LIGHT FIXTURE GRADE BED PR2-2U1D17-EXXX-DL-CF15 3-17 WATT, T8 WET LOCATION LIGHT FIXTURE PK MANF: MODEL; LAMPING: FINISH: NOTE: NOTF: HUBBEL NRG1111B-CF15 100 PS XXX BRONZE EXTERIOR, WET LOCATION MOUNT AT EXISTING HEIGHT OR AS PER LOCAL REQUIREMENTS THIS SYMBOL INDICATES AN EMERGENCY POWERED FIXTURE, FIXTURE TYPE MAY VARY, SEE NOTE #2. .NOTES: 1. ALL LIGHT FIXTURES SHALL BE NEW YORK CITY APPROVED WHEN PROdECT IS LOCATED IN THE CITY OF NEW YORK. 2. WHERE BUILDING IS NOT EQUIPPED WITH AN EMERGENCY STANDBY GENERATOR, LIGHT FIXTURES DESIGNATED AS EMERGENCY FIXTURES SHALL BE EQUIPPED WITH EMERGENCY BALLAST, DESIGNATION "EM" (BATTERY BACKUP). 5. WHERE RECESSED FIXTURES ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DIFFERENTIATE BETWEEN SHEET ROCK AND ACOUSTIC TILE (GRIDDED) INSTALLATIONS AND TO ORDER FIXTURES (IN THE CORRECT QUANTITIES) WITH THE APPROPRIATE MOUNTING FLANGES FOR THE CEILING SYSTEMS SHOWN ON THE DRAWINGS. 4. REFER TO ENGINEERING DRAWINGS FOR VOLTAGE. DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERYf OF Thomas Complgllo Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OE TCA ARCHITECTURE, Thomos Camplgllo, Architect, PLLC. (~)Copyright 2008 Thomas Compiglie Architect. PLLC. DBA. TCA ARCHITECTURE ISSUED TO BID ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeonIlogoB,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 666-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ' NEWYORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-6511 http://wwv, sterlingnyc,cem CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING GENERAL NOTES AND LEGEND E 1 SEAL SHEET NUMBER 96 NEW EMDP 400A PANEL ELECTRICAL DEMOLITION NOTES 1. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT ALL AND REMOVE EXISTING FEEDER FROM THE MOP TO THE 200 AMP ATS~ 2. REMOVE THE EXISTING ATS AND FEEDERS TO THE TWO (2) EXISTING EMERGENCY POWER PANELS. REMOVE AND DISCARD BOTH EMERGENCY PANELS. ALL EXISTING CIRCUITING SHALL BE REUTILIZED. DO NOT DAMAGE EXISTING BRANCH CIRCUITRY. .3. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT ALL WIRING FROM THE EXISTING GENERATOR AND REMOVE THE GENERATOR, 4. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE THE EXHAUST PIPING TO THE EXISTING GENERATOR. 5. BEFORE REMOVAL OF ANY EMERGENCY POWER SUPPLY THE ELECTRICAL CONTRACTOR SHALL HAVE NEW GENERATOR IN PLACE WITH ALL NECESSARY WIRING READY FOR CONNECTION. THE EMERGENCY POWER DOWN TIME SHALL BE KEPT TO A MINIMUM. PARTIAL SITE POWER PLAN SCALE: 1/S" = 1'-0" F BOILER --I /(,,.~'~/ BOILER ¢2 Fp-_2 I X/ - WHRCP BOILER --I FP-3 J BOILER CONTROL PANEl. L BOILER CELLAR BOILER ROOM DEMO PLAN SCALE: 1/4" = 1'-0" EXISTING EMDP 200 AMP 2 SECTION ATS I --1 I-- r FP-g i X/ - WHRCP BOILER EMDP-#32 I BOILE CONTROL ANEL I FP-4 WHRCP NEW ATS LOCATION. NEW 125 KW GENERATOR NEW LIGHTING ICONTACTOR, 12 DRY CONT,~CTS, 1 COIL, CONTROLLED BY EXISTING TI~E CLOCK 'NEW EMDP 4,00 AMP,2 SECTI~)N CELLAR BOILER ROOM PROVIDE (4) #500 COND. AND (1) 1/0 GND. IN 4" SCHEDULE 80 PVC BURIED 3' BELOW FINISHED GRADE. PROVIDE (1) 2" SCHEDULE 80 PVC WITH A DRAG LINE FOR GENERATOR CONTROL WIRING. COORDINATE THE FINAL ROUTING ON THE FIELD SCALE: 1/4"= 1'-0" POWER PLAN ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR PROVIDE ELECTRICAL WARNING TAPE 18" BELOW FINISHED GRADE LOCATED DIRECTLY ABOVE THE NEW EMERGENCY POWER FEEDER. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CUFFING AND PATCHING OF THE EXISTING DRIVEWAY. 3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR THE ROUTING OF THE IN GROUND EMERGENCY FEEDER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A NEW 400 AMP AUTOMATIC TRANSFER SWITCH (ATS) ON THE EAST END OF THE SOUTH WALL IN THE BOILER ROOM. SEE PARTIAL POWER PLAN FOR EXACT LOCATION. 5. PROVIDE A NEW TWO SECTION, 4,00 AMP, 120/208 VOLT, 3 PHASE WIRE PANEL BOARD. EACH SECTION SHALL HAVE 42 CIRCUITS. MOUNT NEW PANEL ABOVE THE EXISTING TROUGH NEXT TO THE NEW 400 AMP ATS. SEE PARTIAL POWER PLAN FOR EXACT LOCATION, 6. ALL EXISTING BRANCH CIRCUITING FROM THE REMOVED 200 AMP PANEL BOARDS SHALL BE INSTALLED IN THE NEW 400 AMP PANELS. THE ITEMS TO BE iNSTALLED ARE ALL EXISTING BOILER CIRCUITING, HOT WATER CIRCULATORS, BOILER ROOM CONTROLS, FIRE ALARM, SPRINKLER SYSTEM ALARMS, BASEMENT CORRIDOR LIGHTS, WATER SOFTENER, KITCHEN FREEZERS AND REFRIGERATOR, EXISTING SOUTH WING NURSE CALL SYSTEMS, EXISTING VENTILATING AND EXHAUST FANS, WANDER GUARD BOXES, DELAYED EGRESS ALARMS, THE GOOD SHEPHERD DINING ROOM, FRONT OUTDOOR LIGHTS, GROUND LEVEL EXIT LIGHTS,GROUND LEVEL EMERGENCY LIGHTS AND THE EAST PARKING LOT LIGHTS. THE 125 KW GENERATOR SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN. THE PROPER~ OF Thomas Compiglio Architect. PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRIT[EN AUTHORIZATION OF Thomas Campigllo Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WEI~EN CONSENT OF TCA ARCHITECTURE. Thomas Camplglio, Architect. PLLC. (~Copyright 2006 Thomas Compiglle Architect. PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDO, DEP~ DATE REASON FOR ISSUE PROdECT RENOVATIONS TO: SnSImeon_togo;:',Jpg 61700 ROUTE 48, GREEN PORT, NY 11944 ARCHITECT ARCHITECTURE, rNTERIORS, PROJECTMANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO, (212) 686-1858 FAX NO (212) 765 8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 hit p//w'ww, st erling nyc,corn CONSULTANT MEP ENGINEERS JAJv[gS, LA§ALA & 11 OVAL DRIVE SUITE 129 ASSOCIATES, ISLANDIA, NY 11749 LLP TELEPHONE: 631.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRA~NG CELLAR PARTIAL PART PLAN E 2 SEAL SHEET NUMBER 97 ESEM~P-E 1,3 ~pP- E¢~13,1.5~_J EP-E~13;l~I PP-E 2, PP-1E#4~UH-1 ~Tt~P P - EJJ.5,77 EP-E#5,7d r~IPP - ECJ.6,8~l ER-EeC6,8/ MEP-E#29,31 MEP-E#30,32 UH-3 ~.~PP-E~9,1 lq ~EP-E"#9,1 l_J MEP-E#~4,36 POWER NOTES: EDP#29 AIR COMPRESSOR SEE DETAIL DRAWING OF BOILER ROOM ON DRAWING E-2 PP-W 7,39 ~EP-~ 7,19 ' ' I I M -W#26,28 MEP-W#29,31 MEP-W#33,35 EXISTING PANELS--- J L TO REMAIN 600 AMP MDP 600 AMP MDP 1, THE ELECTRICAL CONTRACTOR SHALL PROVIDE A DUAL POWER SUPPLY TO ALL BEDROOM PTAC UNITS. CONBENSORS SHALL BE WIRED TO A NORMAL POWER SUPPLY AND THE FANS SHALL BE WIRED TO AN EMERGENCY POWER SUPPLY. PROVIDE A JUNCTION BOX AT EACH PTAC UNIT AND USE ~" FLEXIBLE METALLIC TUBING WITH A PLASTIC COATING FROM THE JUNCTION BOX TO EACH PTAC UNIT. 2. ALL DINING/RECREATION ROOMS AND OFFICE PTAC UNITS SHALL BE PROVIDED WITH A NORMAL POWER SOURCE ONLY. 3. ALL CIRCUITING FOR PTAC UNITS SHALL RUN THE CELLAR LEVEL. PROVIDE A CORE DRILLED HOLE WITHIN THE PTAC UNIT. PROVIDE A ~" CONDUIT SLEEVE THROUGH THE FLOOR. COORDINATE EXACT LOCATION OF CORE DRILLED HOLE WITH THE OWNER'S REPRESENTATIVE AND THE HVAC CONTRACTOR. ALL PANEL BOARDS SERVING THE PTAC UNITS ARE LOCATED ON THE FIRST FLOOR. SEE DRAWING E-4 FOR PANEL LOCATIONS. EPP-W 5,7 Epp-w~ ,80'~"~ I[¢ EP-W~dG,8 IMEP-Wf~,11 EP-W~18,2~ EPP-W 13,15 PP-W 1 ,12 bEP-_ 1 ,12 EPP-W 13 MEP-E#22.2, GROUND FLOOR ELECTRICAL PLAN SCALE: 1/8" = f-o" KEY PLAN DRAWINGS ~ SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Cempiglie Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomos Cempfglie ArchRect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS iNTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER RAR~IES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas C~mpigl[~, Architect, PLLC. ~)Copydght 2008 Thomos Compiglio Architect, PLLC. DBA, TCA ARCHITECTURE 2 8/27/08 ISSUED TO BID 1 8/12/08 ISSUED TO BLDG. DEPT. NO. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_togo ,Jpg 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT TCA ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW¥ORK, NY 10018 TEL, NO, (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: ,) :R .lNG STERLING MANAGEMENT, INC. 2 PARKAVENUE, MF??ANINE NEWYORK, NY10016 Tel: (212) 245-6300 Fax: (212) 765-8511 http,//~vww,sterl[ngnyc,com CONSULTANT MEP ENGINEERS I .IAJvI~S, LASALA & 11 OVAL DRIVE SUITE 129 ASSOC][ATES, ISLANDIA, NY 11749 LLP TELEPHONE: 651.592.2560 FACSIMILE: 651.252.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT  CLIENT PROJ. NO. PRO& NO. 16209 · ,' SCALE AS NOTED .... CHECKED TNC DATE 06-11-08 GROUND FLOOR ELECTRICAL PLAN PP-1E#25,2 2P,50A 5LO PP-1E#29,3 BATH PP-HF ~ EP-E PP-1E#8 PP-1E HP-2 BATH -- I \ #2 PP-1E 13 3FIBATH PP-1E EXIT CH 7 SLIM '1 EXISTING LINK DINING AREA NOT IN SCOPE OF WORK. EXISTING DINING AND RECREATION AREA = 1,782 SQ, FT. I REF MEP- KITCHEN AREA NOT IN SCOPE OF WORK. REFIGERATORS TO BE ON EMERGENCY POWER. - 1 W#39 CORRIDOR ) BATH B OFFICE CORRIDOR 28 -- STAFP 16 STATION pp- 1PF ~E RM. RM, PP-1E PP-1E -- MEP-E#22,24 HP-8 2P,60 lC#22 AH-8 LIVING RM, LOBBY PP-1 PP-1C CH-5 MEP-E#36 /'% WP GFI ENTRY PP-1E#21 FIRST FLOOR ELECTRICAL POWER PLAN SCALE: 1/8" = f-O" PTAC-B PP-1C#26 CORRIDOR BATH DOUB~ED ' [] 1W#34,36 2P,50A 30,32 ® AH-5 PP-1C #36 125 KW GENERATOR IN SOUND ATTgNUATION ENCLOSURE PATIO PP-1C#41 PP-1W#13 DOUB& W#4 W#42 E CORRIDOR SINGLE BED PP-1C MEP-W TUB I pp- EM i-lC PP-IW#20 pp- ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A JUNCTION BOX WITH IN THE PTAC FOR CIRCUITRY CONNECTION TO THE UNIT. ALL CIRCUITRY SHALL RUN THE CELLAR LEVEL. 2. ALL BEDROOM RECEPTACLE SHALL BE AFCI %'PE. 5. ALL EAST WING RECEPTACLES SHALL BE PROVIDED WITH A PROTECTIVE FINISH PLATE FOR THE SAFETY OF THE PATIENTS. 4. SEE THE ELECTRICAL RISER DIAGRAM FOR ALL PANEL AND FEEDER SIZES. 5. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BACK BOX AND A CONDUIT SLEEVE WITH A DRAG LINE AT ALL THERMOSTAT AND TEMPERATURE SENSOR LOCATIONS. 6. RELOCATE THE EXISTING PUBLIC ADBRESS SYSTEM CIRCUIT FROM THE EXISTING MECHANICAL CLOSET PANEL TO PANEL 'MEP-A' LOCATEB IN THE A~rlC. 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A BACK A DRAG LINE FOr }CE/DATA WIRING- PP-IW#1 UNIT BOX AND CONDUIT SLEEVE WITH -- ROOM '-1W#12 __ ,30A BATH DOUBLE ,50A OFFICE DOUBLE 30A KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Camplglla Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOle OR IN PART, SHALL BE MADE WITHOUT THE WRITFEN AUTHORIZATION OF ~omas Compigtio Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT 8E USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITFEN CONSENT OF TCA ARCHITECTURE, Thomas Camplglia, Architect, PLLC. (~)Copyright 2008 Thomas Campiglia Architect, PLLC. DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/0S ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSlmeon_LogoS,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10016 TEL. NO. (212) 686-1658 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE NEW YORK, NY 10016 Tel: (212) 245-6300' Fax. (212) 765-8511 hltp://www sterllngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 6$1.SS2.2BSO FACSIMILE: 651.2S2.1556 JLA JOB# 08AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC iDATE 06-11-08 DRAWING FIRST FLOOR ELECTRICAL POWER PLAN SEAL E 4 SHEET NUMBER 99 EXISTING MEP-E#23 AH-9 MEP-A#17 '~~EF- EF-7 -E#25 MEP-E#27 lUDI 'MEP-A#1,3 MEP-A#25 -MEP-A#2,4 AH-3 CP-3 MEP-A#5,7 /~//~.CP-7 MEP- t14,16 EXISTING EF-1 ~ MEP-E#21 AH-2 CP-2--~ EXISTING EXISTING EXISTING CP-8 AH-8 AH-11 MEP-A#13,15 MEP-A#10,12 CP MEP-W#25 ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL PROVIDE 3-POLE DISCONNECTS FOR ALL AHU UNITS. SEE PANEL SCHEDULES FOR SIZES REQUIRED. MEP- MEP-W#21 MEP-W#23 MEP-A#24-~/~ MEP-A#6,8 CP-41 AH-lO MEP-W#27 ¢P-11( AH-5 MEP-A#5,7 CP-5( ELECTRICAL ATTIC PLAN SCALE: 1/8" = 1'-0" KEY PLAN DRAWINGS ~: SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERLY OF Thomas Camplglia Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL SE MADE WITHOUT THE WRI~EN AUTHORIZATION OF Thomas Compiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS iNTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRI~EN CONSENT OF TCA ARCHITECTURE, Thomas Campiglia, Architect, pLLC. (~Copyright 2006 Thomas Complglia Architect, PLLC. DBA. TCA ARCH[lECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeon_togo; ,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL, NO, (212) 686-1858 FAX NO, (212) 765-8511 PROJeCt MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MF77ANINE ' NEW YORK, NY 10016 Tel. 1212) 245-6300 Fax: (212) 765-8511 htt p://wvc~.sterlingnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PRO& NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING ELECTRICAL ATTIC PLAN SEAL E 5 SHEET NUMBER 100 L I G H TIN G N CT E S D.*w,Ros ,, SPED,E,DATIONS AS ,N MENTS CE PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE 1. ALL WALL SCONCES IN THE EAST CENTER OF BUILDING THROUGH THE EAST WING SHALL PROPER~¥ OF Thomos ComplgHo Architect, PLLC. DBA TCA ARCHITECTURE. BE CIRCUITED TO LP-1E#7, LIGHTING CONTROL AT THE CENTRAL NURSE STATION SWITCH NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE 'e'. MADE WITHOUT THE WRI~EN AUTHORI~TION OF ~omos Cempiglie Architect, PLLC. DBA TCA ARCHITECTURE. 2. ALL WALL SCONCES IN THE WEST CENTER OF THE BUILDING THROUGH THE WEST WING THIS DOCUMENT IS INTENDED SO~LY FOR THE CONSTRUC~ON OF THE PROJECT NAMED HEREIN AND SHALL BE CIRCUITED TO LP-1W~15. LIGHTING CONTROL AT THE CENTRAL NURSE SHALL NOT BE USED BY A~ OTHER PARTIES FOR ANY STATION SWITCH 'f'. OTHER CONS~UCTION W~HOUT ~E WRI~EN CONSE~ OF TCA ARCHITECTURE, Thomas Campiglia, Architect, PLLC. ~ ~ ~ 3. ALL EXTERIOR LIGHT FIXTURES AT EXITS SHALL BE ON EMERGENCY CIRCUITS. ~Copyright 2008 Thomoa Compiglia Architect, PLLC.  D~. TCA ARCHITECTURE fi- ALL EXISTING EAST PARKING LOT LIGHTING SHALL BE RECONNECTED TO PANEL 'EMDP' IN THE BOILER ROOM CONTROLLED BY AN EXISTING TIME CLOCK. EXISTING 5, ALL BEDROOM WALL MOUNTED FIXTURES SHALL BE OPERATED BY A SWITCH PROVIDED DINING AND i ON THE FIXTURE. RECR~TION AR~ = 1,7~2 SQ. ~. 6. ALL CORRIDOR EMERGENCY LIGHTS SHALL ALSO SERVE AS A NIGHT LIOHT. ~ ~ ~ ~ I ~ ~ 7. ALL EXIT LIGHTING SHALL BE CIRCUITED TO AN ~RGENCY PANEL AND SHALL HAVE A ~ ' III' ~ I Epp-w¢58 EPP-W~38 ~PP ~ 8 ' ~~ ,s~ .... ~ ............... I -- F - "" ~'-' ~ ~ ' '[~ ..... I ~ LP-~ .. ,, LP 1E~7 LP 1E~7 -- ~ F ~ / ~ ,~ ~ LP~ LP lW~7 u . .~ ~b~ I ' '-".... "- LP-1E~5 LP-1E~5 ~'~B / ~ / ' o ~ ~; 4 ~ LP lW~5 LF-IW~5 II ¢ ¢ ~ L ~ / I ~I~IC e . ~ LP~E7 LP~IE7 ~ / ~ ] O ~ g~ ~LP%1W~7 LP-lW~7~ ~d LP 1W~5 LP-IW~5 O ~ 11.. ~ ~"~71E~5 ~ 1~ ~ ~ ~L EU~ k~ ~ ~ .E. k / I I.,---r-~ S,S~ LP-IW#7 LP-lW#~ NLP-lW~ LP-lW~5~obo~ -- 1 8/12/O8 ISSUED TO BLDG. DEPT. NO. DATE REASON FOR ISSUE ~ I ~ ~E~ ~ ~ ~ ~~a s~ - ~ ~ ~ ~.~ ~ .7~ ~ I ~L~-m#S~ ~lW? ~ ....... LP-~fl hL, ~W~ ~ ~ [I~Vglb~ ~ *~ou ~ ~ % %~r - '~ ~ ~ I1~1 ~ __ PcP:/~9- ~,b~ ~ LP lW~ -- H ]W~A bU IlL r' LP-1W~ ~ I~° ,~',~ 1E~4 Lp~l ~ ~ ~1. ~1. Snglmeon_togoE,Jp9 ~ ~ So~ ~z ,o ~- ~ EPP E~SO 1la2 I ~ ro *~50 1171A n ~. ~' %% / I,~1 ~ I 'oS~ ~ ,,,, ....... ~ r~6 % L~4 ~W~4S~o - III ~#' ~'~?~ ~ StaLeD I ~ ~ "~' ~ CORraDO -~"~ ( II ~ I;~1 ~ ~ ~ ~Lr--~W~ ~--~W~ ~' ~ ~ ~ Ill s u~ ~~ ~ ~ ' ~~ / EM/NL ~ ~ ~ ~;~~ Y ~-~ -- LIN ~ ~ ~ 61700 ROUTE 48, GREENPORT, NY11944 T ~ ~ ~ m ~ ii ~,s. r * ~ ...... -- ~ N III b LP~N , ~P 1W~8 .... ~ II II II I~ ~ m~ 1~ a'~ b~ ~ ~ LP-~E~3 ~"~ ,u~,ia ~g" ~1~11 ~ .... ,,,, Lr-~,, ~ -d ~ -- ~ /% ~~W~l~b ~ ~" ~ /X: ~ r // -- '. c LP-I~5 ARCHITECTURE, INTERIORS, PROJECTMA~GEMENT II eo ! - m~,ML-~ ~b__ THOMASOAMPIGLIA, ARCHITEOT, PLLC ~ II LPCE~' LP~5 LP-XE'5 ~ LP W'g .......... LP 1"11~ ' -~ -- ~ ~ LP-lW~14* LP-1W~14 LP-lW'8* LP-1W'E ~ lW'8--LP-1W~' .n' :,,~ ~ '~ '"'"5 '~ b~ II o. N i ~ ',, LP 1E~1~~ LP 1E;1;~ L~¢g I%MEP-A 0 IIl .......... I ,,, , ...... ' _ ~ ~ LP-1E~ ~ ~ " R--~=~O o;/ o~ ,~, ,~, I / ~ ~ I:1~ ~=~=~ ~ c m ¢ c ~ ~ mo~x - ~.__ __ C~C 2PARKAVENUE. ME--NINE N~YORK. NY10016 ----~-r/ LP~o~ ~_,,~ ~ .... - ....... *~'*¢'~/~ ,~ L.~ ................. ~=_~ -/,~ _~,/ h~,.C,, ~¢~-~} .... ~~~;;~ ¢ _]_L~_b ~ .... J( ~___ ,~ .... ~ TEL. NO. (212) 686-1858 F~ NO. (212) 765-8511 Ill I~1 I~11 ~ ~ ~ ~ MN ~ a a a a ~ r ~ '~ L% ~ /ri ~ c ;~ __ a a a a a EPP-W¢56 ~ lW~5 LP-1W~; Z u ~ -- ~ -- ~ ) ~ ~ - - ....... 1230 -- m ~ - ~ I II LF--EIIZ p-lrJ9 =,~.,t~ ~ ~2OhA /X /~ v ~ ~ LP-3~I9 ~MEP-A~I2 A PRO [~ / ; * * I I ~ ....... ~ ee F" '-"' ~,~2 P~ ~ ' u ~ ~;J ' ~ -~ ~ ~ E~17 % .w,--=, ~'2~ ~LP-~W~20 --~~~ ~~' ~--- ~ LP_rl~W"~Z-~ ~ ~ 2PARKAVENUE, M~NINE,NEWYORK, NY10016 ~ LP~ L~E~2~ --~ -- O~'M ~0 ° ~ ~' LP-I~ ~ ~ ~'a¢ Il llr .... ~ j ~ ~m, ~ ~ ~ .... Te[:(212)245-6300 F~: (212) 765-8511 112~ ~ TLT ~ LP 1E~1 LP 1E¢14 LP ~E¢14 LP 1E~17 P C F ~ , LP 1 ~ Ii ~P ~12 LP lW~1 ~ LP lW~12 LP 1W~10 ~ 221 ~ ~ LP-IE~I~ Lo ~ ~la ~ ~1, ~lo ~LP-I~I6 ~-1 16 LP-1E~6 LP lW~12 -~lo ~la I-1W~1 LP-1W~10 ~1W~10 LP~IW? LP~IW? -- ~ h~p://~,sterlingnyc.com ~~ ~E~2 ~ ~ o -- -- c b b - -~ .P-lW, k7 ~,-,.lt,. ~ b b ~ ~ "--- ~ ..... ~ EM/NL ~ ~ LPg12 L~12 ¢ b~ b LP-1E~I~ ~ ~ , b ~ ~ / eEPP-c~I eEPP ~ '~". (~'~ i ~12 ~ ~ ~P-1W~12 ~~ I~i~D ....... L~--- -- ~ CONSULTANT ~ [1~¢2 ~.~ ', ' ~ ~ ~.~ l.j ~ ~, LP-1E~14 ~~P1E~17%~ ~ ~ ~ ',/ ~ ' ~ ~ ~ ....... ,,- " I~1 I~1 ~ ~¢z n.~. "' A~Zl ~l~f __ ~ II"e'"'/ o~o~ . ,~_ ~ ~ ~/ .... ~' ,- .-~*- ', ~ ~ ~ ~o% ~ ~ ~ I ~ I~1 u ~ b~-mfpz I ~1 ~1 'P W~56~ LP-lW~'~-~P ~ I ~ ~ ~ MEP ENGINEERS " t l~~ ..~IILP ~E~2 LP1~ 2 .... ,~. LP-1E~I~ ~-" ~ b ~ -L~-~b~ i I~1 I~1 ~ b 'P 1~ 6 ~ ~ ..... i / t~ 5 b ~ " '~ ~-,,r, ~ _~ ~~ ~S, ~ I ~ ~ ~r~-~u ,D ,~,h~ J ~' ~' ,, LP-1E¢~ ~ ~""' n ~ ~e~ P-lW~17LP-1W#17. / LP-1W~12 ' ~ ~ "' .. ¢4 ~ ~ LAS~A& 11 OVAL DRIVE ~ J J SeSb L~~ ~ LP 1E~12 LP 1E~12 LP-1E~12 ~'-'~'~ ,~ ~,. LP~ 14 ~- E~ 4 ~ ~ /~ ..... ~-~ ~ -'~ ~b~ ~ LP-1W#12 LP-lW~12 LP-1W~IO LP-1Wi 0 LP lW~10 ~ ~ LP~ LP-lW~b~ba ~ ~ ASSOC~TES, IS~NDIA, NY 11749 --+ ~ %1 'a ' ~la ~ ~' ~ ~ ~la b ~r-,~,~ ~ ~le LP-1E#14 J ~ LP~E~19 LP- ~ Lr-m~ b LP-1E~ ~ ~ ~ _P 1W~12 LP-lW~12 b 51a 51a ~ ~ ~ ...... ~. ~ ~la ~la _ ~ TELEPHONE: 631.592,2660 III h ~) -- -I / J I~1 J ~1 a "1 ~' ~ ~ - . ~ I~1 I ~ ~ ~ ~ ~ ~ __ ~ FACSIMILE: 631.2~2.1536 ~1~ ~1~ ~ ,b . ~ , ~ ~ , -- 1101 ~ ~ Epp_W,,36(,iq LP-lW~2 LP lW 2 CONSULTANT L 1W~15 LP 1W~1 lmm .~ ¢ ~ - . . b ~--~--~ b ] ~ m m X ~ ~ ~ ~ ~la ~la ~ ~la ~la - ~ P 1E 15 LP 1E 15 a LOBBY ~EP A~52 L~ /Wffl~ LF IWffl __ ~la ~la ~d ~la ~la ~ I1~ LP- b~LIIIILP 1E~1 u ~ ~ , qlllLPzlEE10 ~z ~ ) - ¢ ¢ LP 1E~15 -- ~ N U-1W]q5 LP-1W~q ~ .~. ~~, u LPZ'~W¢ll~IFP= ~ . . ~ "~IIIILP-lW¢I e I ~ CONSULTANT SbSo ~ S~ ~ ~ E 5 LPIE15 " . ~ ~ , , ~ I~F I~r ~/ s.sb LPlW11 ~ mlWl LPIW1sbs" ~ LP-1E~ LP 1E~1 e /P 1F~IR ,P-IF/tin ': ~ ' '~'~6 LPqW~11 LP~W~11 d LP lW~1 LP-1W~I - I~ %~/ ~l ~~ __~ ~ i7 % ~1 ..,,_i_ ~ ~z~o # ~ EPP-~58 ~ ~-W~ EPP-~p~ ~¢~I . , ~ CME. T ~O~..O. ~O O~ ~ ~-[ ~ ~ ~ ~O O~ , , ,~,,,,,,, ~RAWN XX %:]~:?~'CHECKED mo 31-B D D M NTI UNIT> < 51-BED NURSING UNIT FIRST FLOOR ELECT~C~ LIGHT~G PL~ KEY PLAN C) __ DOUBLE DOUBLE D DOUBLE BED B.R, CLO LOUNGE BTAFF DOUBLE BED BATH DOUBLE ' DOUBLE D D D EXISTII~. SLIM d PEC q BED UNIT LIN LIN TOILET BED _UNIT LIN CORRIDOR BATH EXIT PABBABE EXISTING LINK Jl EXISTING DINING AND RECREATION AREA = 1,752 SQ. FT. REF CORRIDOR ~ANTRY OFFICE CORRIDOR /EST WING BATH RM. DOUBLE b RM. GALL ;E CALL ..... LOBBY FOYER A ENTRY FIRST FLOOR NURSE CALL SYSTEM SCALE: 1/8" = 1'-0" URS CA L S STE NOTES D 1, PROVIDE THE RESPONDER 4000 NURSE CALL SYSTEM FROM RAULAND/BORG. THIS SYSTEM SHALL INCLUDE A NETWORK INTERFACE MODULE, PERIPHERAL INTERFACE PORT, SERIAL PORT ADAPTER, MARQUEE CONTROLLER, 25 WATT PAGING AMP, RECHARGEABLE BATFERY BACK-UP, MAIN POWER SUPPLY AND A K-BUS TERMINATION BOARD, 2. THE EAST AND WEST WINGS SHALL EACH SHALL HAVE THEIR OWN STAND ALONE NURSE CALL SYSTEM. 5. REMOTE ANNUNCIATORS SHALL BE PROVIDED FROM EACH WING TO THE CENTRAL STAFF STATION. 4. PROVIDE BACK BOX AND CONDUIT SLEEVES FOR ALL NURSE CALL SYSTEM DEVICES. SEE LEGEND BELOW FOR ALL DEVICE MOUNTING HEIGHTS. 5. PROVIDE A DOOR CONTACT AT EACH EXIT FROM EACH WING. WHEN ANY DOOR IS OPENED AN ALARM SHALL SOUND WITH IN THE NURSE CALL SYSTEM. 6. PROVIDE ONE (1) CAT. 5 CABLE FROM EACH ROOM NURSE CALL INITIATING DEVICE TO THE CORRIDOR MOUNTED NOTIFICATION LIGHT. PROVIDE A CAT. 5 HOMERUN FROM EACH CORRIDOR LIGHT TO THE NURSE CALL CONTROL PANEL. PATIO DOUBLE -- PANTRY IE]l 61NGLE BED I LEAN RM. CORRIDOR PLAN NCRA DC NURSE CALL SYSTEM LEGEND PULL CORD, RAULAND/BORG MODEL #R4KPCIO, MOUNTED 46" AFF DUAL BED STATION WITH SPEAKER, RAULAND/BORG MODEL #R4K12A. MOUNTED 46" AFF SINGLE BED STATION WITH SPEAKER, RAULAND/BORG MODEL #R4K22A, MOUNTED 46" AFF 2 BULB VISUAL CORRIDOR LIGHT. RAULAND/BORG MODEL #CLV122. MOUNTED ABOVE DOOR 80" AFF BUP¢ STATION WITH SPEAKER, RAULAND/BORG MODEL #R4KDY, MOUNTED 46" AFF STAFF STATION WITH SPEAKER, RAULAND/BORG MODEL #R4KSS. MOUNTED 46" AFF NURSE CALL REMOTE ANNUNCIATOR, RAULAND/BORG MODEL #R4KANN DOOR CONTACT AND MAGNET WATERPROOF PULL CORD. RAULAND/BORG. MOUNTED 46" AFF D d CORRIDOR RM, UNIT DOUBLE BED B.R, LIN CORRIDOR LOUNGE ~TLOUNG? [] [] [] 14 BED UNIT RM, DOUBLE BED B.R. CORR[DOR KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERT~ OF Thomos Compiglio Architect, PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF Thomos Compiglio Architect. PLLC. DBA TEA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE. Thomas Campiglio, Architect. PLLC. (~)Copyright 2008 Thomos Compiglio Architect. PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/08 ISSUED TO BLDO. DEPT. BATE REASON FOR ISSUE PROJECT RENOVATIONS TO: Snglmeon_togoP,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARKAVENUE, MEZZANINE NEW YORK, NY 19016 TEL, NO. (212) 686-1858 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE. NEW YORK, NY 10016 Tel: (212} 245-6300 · Fax: (212) 765~8511 http://wvc~v.sterlingnyc cam CONSULTANT JAM~S, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 6S1.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTEO DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING FIRST FLOOR NURSE CALL SYSTEM PLAN SEAL E ? SHEET NUMBER 102 SOUTH WING ELECTRICAL RISER KEY NOTES ~TWO (2) EXISTING 600 AMP, 120/208 VOLT SWITCH GEAR TO REMAIN. MODIFY CIRCUIT BREAKER DESIGNATIONS TO MATCH PANEL SCHEDULES. ~REMOVE EXISTING PANELS AND ASSOCIATED FEEDERS IN EAST AND WEST WINGS BACK TO THE MAIN DISTRIBUTION PANEL LOCATED IN THE GROUND FLOOR CORRIDOR. <~PROVIDE NEW 200 AMP, 120/208 VOLT, `3 PHASE, 4` WIRE PANEL BOARDS FOR 'PP-1E' AND 'PP-IW' LOCATED IN THE EAST AND WEST WINGS, PROVIDE (4) #`3/0 CONDUCTORS AND (1) #2 GROUND IN 2" CONDUIT TO EACH PANEL FROM THE MDP. PROVIDE TWO (2) NEW 200 AMP CIRCUIT BREAKERS IN THE EXISTING MDP FOR EACH PANEL. 'MEP-E' TO BE FED FROM 'PP-1E' AS WELL AS 'MEP-W' TO BE FED FROM 'PP-IW'. PROVIDE A .3 POLE 100 AMP BREAKER IN EACH 'PP-I' PANEL. RUN (4-) #2 AWG CONDUCTORS AND (1) #6 GROUND IN 1-1/4-" CONDUIT FROM THE 'PP-1 PANELS TO THE 'MEP' PANELS. ~)PROVIDE A NEW 100 AMP, 120/208 VOLT, `3 PHASE, 4 WIRE PANEL BOARD IN THE FIRST FLOOR HUB/STORAGE CLOSET FOR 'PP-1C'. PROVIDE (4) #2 AWG CONDUCTORS AND (1) #6 GROUND IN 1-Y~" CONDUIT BACK TO THE MDP. PROVIDE A NEW 100 AMP, 3 POLE CIRCUIT BREAKER IN THE MDP. ~REMOVE EXISTING GENERATOR, AUTOMATIC TRANSFER SWITCH (ATS) AND TWO SECTION EMERGENCY PANELS LOCATED IN THE BOILER ROOM. ~NEW 125 KW GENERATOR IN A SOUND ATTENUATION ENCLOSURE FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PROVIDE A NEW 4-00 AMP ATS IN THE BOILER ROOM. SEE DRAWING E-2 FOR GENERATOR AND ATS LOCATIONS. PROVIDE (4) #500 MCM CONDUCTORS AND (1) 1/0 GROUND IN 4-" SCHEDULE BO PVC BURIED 5' BELOW FINISHED GRADE. PROVIDE (4) #500 MCM CONDUCTORS AND (1) 10 GROUND FROM THE EXISTING MDP TO THE NEW 400 AMP ATS TO THE NEW TWO SECTION, 4-00 AMP PANEL. <~PROVIDE A NEW TWO SECTION, 4-00 AMP, 120/208 VOLT, `3 PHASE, 4- WIRE PANEL BOARD FOR 'EMDP' LOCATED IN THE GROUND FLOOR BOILER ROOM. PROVIDE (4-) #500 MCM CONDUCTORS AND (1) 1/0 GROUND THROUGH THE EXISTING TROUGH FROM THE ATS TO THE NEW TWO SECTION, 4-00 AMP PANEL. <~)PROVIDE NEW 100 AMP, 120/208 VOLT, 3 PHASE, 4 WIRE EMERGENCY PANEL BOARDS 'EPP-E' AND 'EPP-W' IN THE EAST AND WEST WINGS. PROVIDE (4-) #2 CONDUCTORS AND (1) #6 GROUND IN 1-A" CONDUIT FROM EACH NEW PANEL BACK TO THE TWO SECTION, 4-00 AMP EMERGENCY PANEL IN THE BOILER. PROVIDE A NEW 100 AMP, `3 POLE CIRCUIT BREAKER IN PANEL 'EMDP' TO SERVE EACH PANEL, (~)PROVIDE NEW 100 AMP, 120/206 VOLT, 3 PHASE, 4- WIRE EMERGENCY PANEL BOARD 'MEP-A' IN THE ATTIC. PROVIDE (4) #2 CONDUCTORS AND (1) #6 GROUND IN 1-,1~'' CONDUIT FROM THE NEW ATFIC EMERGENCY PANEL BACK TO THE TWO SECTION, 400 AMP EMERGENCY PANEL IN THE BOILER, PROVIDE A NEW 100 AMP, `3 POLE CIRCUIT BREAKER IN THE EMDP AS OVER CURRENT PROTECTION TO THE PANEL FEEDER. ~PROVlDE A NEW 100 AMP, 120/208 VOLT, `3 PHASE,4 WIRE, 24- CIRCUIT LIGHTING PANEL 'LP-1E' AND 'LP-IW' IN THE EAST AND WEST WINGS. PROVIDE (4-) #2 CONDUCTORS AND (1) #6 GROUND IN 1-~" FROM EACH LIGHTING PANEL BACK TO THE MDP ON THE GROUND LEVEL. PROVIDE A NEW 3P, IOOA CIRCUIT BREAKER FOR EACH LIGHTING PANEL. ~)ALL GROUND FLOOR NORMAL POWER PANELS ARE EXISTING AND TO REMAIN. >ALL SOUTH WING NORMAL POWER PANELS ARE EXISTING AND TO REMAIN. ~THE ELEVATOR MACHINE ROOM PANELS ARE EXISTING AND TO REMAIN. ~THE ELEVATOR POWER IS EXISTING AND TO REMAIN. THE FIRST FLOOR MECHANICAL CLOSET PANELS ARE EXISTING AND TO REMAIN. 'S-WING' lOOA 3¢,4W 120/208V 4-2 CKT ML EXISTING A~FIC 'S-WING' 100A 120/20BY 42 CKT ML EXISTING FIRST FLOOR 'S-WING' 100A 5¢,4W 120/208V 42 CKT ML EXISTING BASEMENT CORRIDOR 'MEP-A' lOOA 120/208V 42 CKT ML NEW 'MEP-E' 100A 'E-WING' 'LP-1E' 100A 100A 5¢,4W `3¢,4`W EAST WING 'PP-1E' 200A 'EPP-E' lOOA 3¢,4W CENTRAL AREA 'MECH' 100A 3¢,4`W 'PP1-C' lOOA WEST WING 'W-WING' lOOA 3¢,4W 'LP-lW' lOOA 120/208V 4-2 CKT ML NEW 120/208V 4-2 CKT ML EXISTING 120/208V 4-2 CKT ML NEW 120/208V 42 CKT ML NEW 120/208V 42 CKT ML NEW 'EMR'~ 3¢,4W 120/208V 42 CKT EXISTING ML ELEV. EXISTING DISC. IASEMENT CORRIDOR 3¢,4W 120/208V 42 CKT ML EXISTING lOO 120/208V 120/208V 42 CKT 4.2 CKT ML ML EXISTING EXISTING EXISTING 600 AMP 120/208 V. SWGR. EXISTING 600 AMP 120/208 V. SWGR. 120/208V 42 CKT ML EXISTING 120/208V 42 CKT ML NEW 225A 120/208V 42 CKT EM. PANEL EXISTING SECT. 1 REPLACE) 225A 120/208V 42 CKT EM. PANEL EXISTING SECT. 2 REPLACE) TROUGH (EXISTING) 'MEP-W' lOOA 120/208V ATS EXISTING J I 120/208V 42 CKT ML EXISTING EXISTING 120/208V 42 CKT ML NEWG 120/208V 4`2 CKT ML NEW 'PP-IW' 200A 3¢,4W 120/20BY 42 CKT ML NEW 400A 120/208V ATS NEW ELECTRICAL RISER DIAGRAM 'EPP-W' IOOA 120/208V 4-2 CKT ML NEW 400A 3¢,4W 120/208V 42 CKT EMD NEW BOILER RM. 125 KW GENERATOR NEW 300 GALLON FUEL TANK KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERS'¢ OF Thomas Campiglla Architect, PLLC. DBA TDA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL 6E MADE WITHOUT THE WR07EN AUTHORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compiglia, Architect, PLLC. ~)Copyright 2008 Thomas Complgllo Architect, PLLC. DBA. TCA ARCHITECTURE ISSUED TO BID ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeon_to~o2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHI~CT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO, (212) 666-1856 FAX NO. (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARK AVENUE, MEZZANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300 Fax: (212) 765-8511 htr p://www,sterlingnyc.oom CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252.1536 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRAWING ELECTRICAL RISER DIAGRAM E 8 SEAL SHEET NUMBER 103 PANEL BOARD TYPE: NQOD BUS SIZE:IOOA VOLTS: 120/208V FEEDER: 150 AMPS DESIGNATION PTAC -A PTAC -A PTAC-A PTAC-A PTAC -A PTAC-B PTAC-B PTAC-B PTAC-B SPARE SPARE REMARKS: EPP-E EMERGENCY LOCATION:FIRST FLOOR EAST WING BRANCH BKRS: BOLT-ON NO. OF POLES: 42 NEUTRAL: 100% MAIN LUGS: PHASE: 3¢,4W CYCLES: 60 MAIN LUGS ONLY: LOAD (kVA) A B C DOOR REQ'D: YES MOUNTING: SURFACE DESIGNATION PTAC-A PTAC-A PTAC-A PTAC-A PTAC-A PTAC- B CORR. RECEPTACLES NURSE CALL SYSTEM EM., EX, LIGHTING EXTERIOR LIGHTS EXTERIOR LIGHTS EXTERIOR LIGHTS SPARE SPARE SPARE 6.24 4,16 5.04 TOTAL CORN. LOAD LOCATION:FIRST FLOOR PANEL BOARD EPP-W EMERGENCY WEST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: lOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/20BV PHASE: 3¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY; 3K1 WIRE CKT.~ CKT WIRE CKI SIZE NO. qO, DESIGNATION SIZE BKRJ A ~L.^~.B**~A.?****J BKF DESIGNATION 1 2P 2P 2 5 PTAC-A 12 ~00'5~ 12 PTAC-A 4 7 PTAC-A 12 /20 ~6~20 12 PTAC-A 8 9 2y~2y 10 11 PTAC-A 12 /20~~d..~.~.~20 12 PTAC-A 12 1`32p/10'3~ ~~2P/ 2P 2P 14. 15 PTAC-A 12 ,/~0~0 12 PTAC-A 16 17 2y~2y 18 19 PTAC-A 12 /20 .~`36~20 12 PTAC-A 20 2`3 PTAC-B t2 /20~~`36./20 12 PTAC-A 24 252p/IO'36~~2P/2P 0.`36 2P 26 27 PTAC-B 12 //220~0 12 PTAC-B 2B 29 2P/~~r2o 12 CORRIDOR RECEPTS. ,30 B1 SPARE /20 ~---1~~ 20 12 CORRIDOR RECEPTS. 52 5`3 SPARE 2P//~_~0.50~ 20 12 NURSE CALL SYSTEM `34 55 zo 12EM., EX. L, GHTS `36 `37 SPARE2yL~--~2P - 20 12 EXTERIOR LIGHTS 58 `39 /20 ~:~;~:~ ~_ ~ 20 SPARE 40 41 SPARE 20 ~~_ 20 SPARE 42 [ 4..6B L4..lO L 5.5 J TOTAL CONN. LOAO REMARKS: LOCATION: PANEL BOARD PP-1 E EAST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: 200A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/20BV PHASE: `3¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT WIRE CKT~ ~ CKT WIRE CKT NO. DESIGNATION SIZE Ira B~C~ DESIGNATION BKR C BKR SIZE NO 1 RECEPTACLES 12 2020~~ 20 12 GFI RECEPTACLES 2 `3 RECEPTACLES 12 20 12 GFI RECEPTACLES 4 5 QUAD RECEPTACLES 12 20 ~0'7~0.54] 20 12 QUAD RECEPTACLES 6 7 RECEPTACLES 12 2010~7~1.44~ 20 12 RECEPTACLES a 9 CFI RECEPTACLES 12 20 ~0'3~1.44~ 20 12 RECEPTACLES 10 11 RECEPTACLES 12 20 12 GFI RECEPTACLE 12 1`3 RECEPTACLES 12 20 I~~ 20 12 RECEPTACLES 14. 15 GFI RECEPTACLES 12 20 ~0.3~_ ~ 20 12 RECEPTACLES 16 17 CFI RECEPTACLE 1220 ~0'5~.5~ 20 12 GFI RECEPTACLES lB 19 RECEPTACLES 12 20 I1'0~_ ~ 20 12 GFI RECEPTACLE 20 21 RECEPTACLES 12 20 ~1'4~.36~ 20 12 CFI RECEPTACLES 22 23 CORRIDOR RECEPTS. 12 20~~20 12 GF, RECEPTACLES 24 25 2~2y 26 27 HP-1 10 12 HP-9 /20~~.4.4~20 2B 29 HP-`3 6 2~2¢ 12 HP-2 `30 31 /50 ~2~z'"F. 44 ~/20 `32 · 35 HP-7 10 2~2y 6 HP-8 54 ,35 /25 ~~N-~'. 1 2~50 ,36 57 `3P/~-"~1.20~20 12 CONDENSATE PUMP `38 `39 PANEL 'MEP-E' 2 / ~~0.~0~ 20 12 C/T GFI 40 4.1 /00~/0.~01 20 12 DH-1 THRU `3 4.2 L17'5B I 16.12 } 17.52 J TOTAL CONN. LOAD REMARKS: LOCATION: PANEL BOARDPP-1C FIRST FLOOR TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 4.2 DOOR REQ'D: YES BUS SIZE: lOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/20BV PHASE: `3~,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKt WIRE CKT~ j CKT. WIR~ CKl NO. DESIGNATION SIZE BKRL ~A ~~ BKR SIZE DESIGNATION NO. 1 OFFICE QUADS 12 20 r `36 20 12 GFI RECEPTACLES 2 `3 RECEPTACLES 12 20 ~~~ 20 12 GFI RECEPTACLE 5 QUAD RECEPTACLE 12 20 ~~120 12 QUAD RECEPTACLE 6 7 RECEPTACLES 12 20 I~~ 20 12 QUAD RECEPTACLE B 9 QUAD RECEPTACLES 12 20 ~j~~ 20 12 RECEPTACLES 10 11 QUAD RECEPTACLES 12 20 ~~ 20 12 RECEPTACLES 12 1`3 RECEPTACLES 122oJ 2o 12 QUAD RECEPTACLE 14. 15 QUAD RECEPTACLE 12 20 ~0'3~0.36~20 12 QUAD RECEPTACLE 16 17 GFI RECEPTACLES 12 20 ~0.~.7220 12 RECEPTACLES 18 19 CFI RECEPTACLES 122010'3~.72~ 20 12 ',IURSE OFF. RECEPTS 20 20 NURSE OFF. QUAD 22 21 COPIER 12 /2o~LS~1.2oJ2o 12 WEST CAF/REC RM. 24. 2`3 25 WEST CAF/PEG PM. 12 20 ]~~ 20 12 WEST CAF/REC RM. 26 27 WEST CAF/REC RM. 12 20 ~1"0~.72~ 20 12 QUAD RECEPTACLES 28 29 CH-5. 6 12 20120 12 CH-,3 ,30 `31 QUAD RECEPTACLE 12 20 20 12 ELECTRIC BD ,32 `35 ELECTRIC BO 12 20 ~~~ 20 12 ELECTRIC BD `34 `35 ELECTRIC BD 12 20 ~1'5~.~5120 12 ELECTRIC BD 56 37 ELECTRIC BD 1220 j~~ 20 12 ELECTRIC BD 58 ,39 ELECTRIC BD 12 20 ~~~ 20 12 ELECTRIC BD 40 4.1 ELECTRIC BD 1220 ~1.3~.35120 12 ELECTRIC BD 42 L 10.97 L12.22 1 11.B I TOTAL CONN. LOAD REMARKS: PANEL BOARD: MEP-E TYPe: HOOD BRANCH BKRS: BUS SIZE: lOOA NEUTRAL: 100% VOLTS: 120/208V PHASE: 5¢.4W FEEDER: 150 AMPS DESIGNATION PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR PTAC CONDENSOR EF-1 EF-5 EF-2 EF-7 ELECTRIC BED ELECTRIC BED ELECTRIC BED SPARE SPARE A BOLT-ON NO. OF POLES: MAIN LUGS: CYCLES: 60 MAIN LUGS ONLY: LOAD (kVA) B C REMARKS: 11.94 11.94 11.51 LOCATION EAST WING 4.2 DOOR REQ'D: YES MOUNTING: SURFACE DESIGNATION PTAC CONDENSOR -- PTAC CONDENSOR PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC CONDENSOR -- PTAC ' PTAC-B 2B C-B 32 CH-2 `34 CH-7 ,36 CH-1 ELECTRIC BED 4.0 SPARE 42 TOTAL CONN. LOAD LOCATION:FIRST FLOOR PANEL BOARD: MEP-W WEST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE:IOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: `3¢.4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT ~/IRECKT~ CKT WIRE CK' NO. DESIGNATION BIZE BKR A B C BKR SIZE DESIGNATION NO 5 12 /20~~08~20 12 ,4 7 12 /20 ~a~20 12 8 11 12 /20~~08~20 12 12 13 2~~2y 14 15 12 /20~~0B~20 12 16 17 2~2~ 18 21 1220~~ 22 25 12 20 12 PTAC- B 27 12 20 28 29 2~~~120 12 ~0 31 PTAC-B 12 /20 ~~ 20 12 CH-5 32 33 2~1~~ 20 12 CH-8 , 34 35 PTAC- B 12 ~0 ~~2~ SPARE ~6 59 PTAC-A 12 /20~~~ 20 12 ELECTRIC BED 40 41 ELECTRIC BED 12 20 ~~] 20 12 ELECTRIC BED 42 L 1,.9 11.o9 J 12.14 j REMARKS: LOCATION PANEL BOARD MEP-A EMERGENCY A~FIC ~(PE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: lOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 12D/2OBV PHASE: 5~,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: 3K7 WIRE CKT~ CKT. WIRE CK~ qO. DESIGNATION SIZE~_BpK./~0.5 A~o~t;~.BKR BKR SIZE DESIGNATION NO. 1 ZP 2P 2 ,3 AH-1 12 /5~5 12 AH-2 4 7 AH $ 12 /15j~.~52~15 12 AH-4 B 9 2y~2P// 10 11 AH-5 12 15 12 AH-6 12 15 ;P.P~~~ 14 15 AH - 7 12 AH - B / 15 ~:~ ~B 2 ~,):~V2 O 12 16 172p/~j~0.5~ 92p/ 2P 0.5 .522P lB 19 AH-9 12 /~5~5 12 AH-lO 20 12 MOTOR,ZED G^MPERG 22 25 AH-11 12 /~5~:~0'5~0.50120 12 MOTORIZEO DAMPERS 24 25 MOTORIZED DAMPERS 12 20 IO.~O~9-~_ ~2o 12 ~UBLIC ADDRESS SYS 26 27 FSD'S 12 20 ~0-5~- ~20 12 EM., EX. LIGHTING 2B 29 MOTOR,ZED DAMPERS 12 20 12 EM. EX, L,GHTS `30 51 SPARE 20 I~--"~_ ~20 12 EM. EX. LIGHTS 52 5,3SPARE 20 ~~_ ~ 20 SPARE `34 55 SPARE 20 ~-~'~/--120 SPARE ,36 `37SPARE 20 I~'~- ~ 2O SPARE 41 SPARE 20 ~~-I 2o SPARE 42 I 5.o L .B4. L 4..64 ITOTAL CONN. LOAD REMARKS: MDP SECT. 1 (EXISTING) LOCATION: GND. FL. CORRIDOR MDP SECT. 2 (EXISTING) LOCATION: GND. FL. CORRIDOR TYPE: VOLTAGE: 120/208 PHASE: 5 TYPE: VOLTAGE: 120/208 PHASE: .3 BUS SIZE: 600 AMP NEUTRAL: 100% WIRE: 4 BUS SIZE: 600 AMP NEUTRAL: 100% WIRE: 4 MAIN SW: CYCLES: 60 MAIN SW: CYCLES: 60 CK7 EQUIPMENT SERVED BRANCH CIRCUIT CKT EQUIPMENT SERVED BRANCH CIRCUIT NO DESIGNATION LOAD KW POLE~ C/B FEEDER NO. DESIGNATION LOAD KW POLES C/B FEEDER 1 PANEL PP-1E - 3 200 (4) #3/0 WIRE & (1) #2 GNU IN 2" C. 9 PANEL PP-IW - 3 200 _(~) #~/0 WIRE & (1) #2 GNU IN 2" C. 2 PANEL PP-1C - 3 200 (4) #3/0 WIRE & (1) #2 GND IN 2" C. 10 BOILER RM. AmS - 3 400 4) #500 MGM WIRE & (1) #1/0 GND IN 4" C. 5 PANEL LP-1E - 3 lO0(z) #2 WIRE & (1) #6 GNU. IN 1-1/4" C. 11 PANEL LP-lW - 3 100 [4) #2 WIRE & (1) #6 GND. IN 1-1/4" C. 4 SPARE 1 O0 12 SPARE 1 O0 5 S-WING PANEL (EXISTING) - - - 15 SPARE 100 6 S-WING PANEL (EXISTING) - - 14 S-WING PANEL (EXISTING) - - - 7 EMR PANEL (EXISTING) - - - 15 ELEVATOR (EXISTING) - - - 8 GNU. FL. CORRIDOR PANEL - - - 16 MECHANICAL RM. PANEL(EX.) - - - TOTAL CONNECTED LOAD: - 9 600 TOTAL CONNECTED LOAD: - 9 900 REMARKS: ALL SOUTH WING, MECHANICAL ROOM, ELEVATOR PANEL AND EQUIPMENT ARE EXISTING AND TO REMAIN. LOCATION: PANEL BOARD LP- 1 E EAST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 2'$ DOOR REQ'D: YES BUS SIZE: lOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: `3¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT IWIRE CKT~ CKT. WIRE IcK~ NO. DESIGNATION SIZE BKRJ,. ~.A ~~ BKR SIZE DESIGNATION NO. 1 BED/BATH LIGHTING 12 201~80~ 20 12 BED/BATH LIGHTING 2 5 RECREATION LIGHT. 12 20 ~0'9~0.80~ 20 12 BED/BATH LIGHTING 4 5 BED/BATH LIGHTING 12 20 ~~1 20 12 CORRIDOR LIGHTING 6 7 WALL SCONCES 2011'2~1.03~ 20 12 BED/BATH LIGHTING 8 9 PANTRY LIGHTING 12 20 ~~~ 20 12 TUB RD LIGHTING 10 11 BED/BATH LIGHTING 12 20 %I2o 12 BED/BATH LIGHTING t2 1`3 PANTRY LIGHTING 12 2O I~~ 2O 12 PANTRY LIGHTING 14 15 LOBBY LIGHTS 20 ~1'2~0.96~ 20 LOBBY LIGHTS 16 17 LOBBY LIGHTS 20 SPARE 18 19 LOBBY LIGHTS 20 ~~ 20 SPARE 20 21 SPARE 20 ~I~~- ~ 20 SPARE 22 25 SPARE 20 ~-~-120 SPARE 24 [ 6.95 L 5.56 ~ 5.12 J TOTAL CONN. LOAD REMARKS: LOCATION: PANEL BOARD LP-1W WEST WING TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 24. DOOR REQ'D: YES BUS SIZE: lOOA NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: B¢.4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: 3Kl WIRE CKT~ CKT. WIR~ ~0. DESIGNATION SIZE BKR ~ ~A ~_~ BKE size DESIGNATION qO. 1 BED/BATH LIGHTING 12 20 ~P-~,96~ 20 12 BED/BATH LIGHTING 2 `3 RECREATION LIGHT 12 20 ~ 20 12 BED/BATH LIGHTING 5 BED/BATH LIGHTING 12 20 ~~2020 12 CORRIDOR LIGHT. 6 7 BED/BATH LIGHTING 12 20~0'9 20 12 PANTRY LIGHTING 8 9 BED/BATH LIGHTING 12 20 ~~ 20 12 TUB RM LIGHTING 10 11 BED/BATH LIGHTING 12 20 ~~96120 12 BED/BATH LIGHTtNG 12 15 WALL SCONCES 12 ~ 20 ~~ 20 12 DINING RM. LIGHTS 1 15 OFFICE LIGHTS 20 ~0'6~1.42~ 20 12 DINING RM. LIGHTS 16 17 OFE CE UGHTS 20 12 D,N NG RM. UGHTS lB 19 SPARE 20 -I~-~ 20 12 NURSE STA. LIGHTS 20 ' 21 SPARE 20~/~ 20 SPARE 22 25 SPARE 20 -120 SPARE 24 L~ 5.7 i 6,56 J TOTAL CORN. LOAD REMARKS: LOCATION: PANEL BOARD PP- 1 W WEST W NG TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REQ'D: YES BUS SIZE: 200A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFAC VOLTS: 120/208V PHASE: 5¢,4W CYCLES: 60 FEEDER: 150 AMPS MAIN LUGS ONLY: CKT WIRE CKT~ CKT. WIR~ CK7 NO. DESIGNATION SIZE BKR A~ BKR SIZE DESIGNATION NO. 1 RECEPTACLES 12 201'4~0.36~ 2012 GFI RECEPTACLES 2 3 RECEPTACLES 12 20 ~~~ 20 12 GFI RECEPTACLES 4 5 QUAD RECEPTACLES 12 20 ~0'5~0.7220 12 QUAD RECEPTACLES 6 7 REFRIGERATOR 12 20 20 12 QUAD RECEPTACLES 8 9 RECEPTACLES 12 20 ~~~ 20 12 CFI RECEPTACLES 10 11 RECEPTACLES 12 20~~120 12 GFI RECEPTACLES 12 15 OFt RECEPTACLES 12 20 20 12 RECEPTACLES 14 17 SPARE 20~~20 12 SPARE lB 19 GFI RECEPTACLES 12 20 ~~ 20 12 GFI RECEPTACLES 2O 21 RECEPTACLES 1220 ~;~,~1.47~.~_ ~ 20 12 SPARE 22 25 RECEPTACLES 12 20 ~~120 12 GFI RECEPTACLES 24 25 2y~2P// 26 27 HP-6 12 /25 20 10 HP-4 28 `30 29 HP-IO 12 6 HP-5 `31 ,32 55 PANEL 'MEP-W' 2 10 HP-11 56 57 ~001~~20 12 CONDENSATE PUMP ,38 5g ELECTRIC BED 20 ~~~ 20 12 DH-4 THRU 6 40 41 ELECTRIC BED 20 ELECTRIC BED 42 L 27.00 j 22.62 j 21.5 I TOTAL CONN. LOAD REMARKS: LOCATION:FIRST FLOOR LOCATION PANEL BOARD: EDP SECT. 1 BOILER ROOM PANEL BOARD: EDP SECT. 2 BOILER ROOM TYPE: NQOD BRANCH BKRS: BOLT-ON NO, OF POLES: 4-2 DOOR PLO'D: YES TYPE: NQOD BRANCH BKRS: BOLT-ON NO. OF POLES: 42 DOOR REO'D: YES BUS SIZE: 400A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE BUS SIZE: 400A NEUTRAL: 100% MAIN LUGS: MOUNTING: SURFACE VOLTS: 120/208V PHASE: 5¢,4W CYCLES: 60 VOLTS: 120/20BV PHASE: 5¢,4.W CYCLES: 60 MAIN LUGS ONLY: FEEDER: 150 AMPS MAIN LUGS ONLY: :KT WIRE CKTJ. ~ CKt WIRE CK] CKT wire CKT~ CKT WIRE CKT qO. DESIGNATION SIZE BKR[ A J B C i BKF ISlee DESIGNATION NO. NO. DESIGNATION SIZE BKR A ~~ BKF SIZE DESIGNATION NO. 1 EXISTING CIRCUIT 20 J~-~ 20 EXISTING CIRCUIT 2 45 EXISTING CIRCUIT 20 .,~--'~-- ~ 20 EXISTING CIRCUIT 44 `3 EXISTING CIRCUIT 20 ~~~ 20 EXISTING CIRCUIT 4 &5 EXISTING CIRCUIT 20 ~~~ 20 EXISTING CIRCUIT 4.6 5 EXISTING CIRCUIT 20~ 20 EXISTING CIRCUIT 6 47 EXISTING CIRCUIT 20 ~~-120 EXISTING CIRCUIT 4.8 7 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 8 49 EXISTING CIRCUIT 20 J~-~ 20 EXISTING CIRCUIT 50 g EXISTING CIRCUIT 20 ~~_ ~ 20 EXISTING CIRCUIT 10 51 EXISTING CIRCUIT 20 ~~_ ~20 EXISTING CIRCUIT 52 11 EXISTING CIRCUIT 20 ~...~'~-- 20 EXISTING CIRCUIT 12 55 EXISTING CIRCUIT 20 ~~- 20 EXISTING CIRCUIT 54 1`3 EXISTING CIRCUIT 20~~ 20 EXISTING CIRCUIT 14 55 EXISTING CIRCUIT 20 I~- ~20 EXISTING CIRCUIT 56 15 EXISTING CIRCUIT 20 20 EXISTING CIRCUIT 16 57 EXISTING CIRCUIT 20 ~~_ ~ 20 EXISTING CIRCUIT 58 17 EXISTING CIRCUIT 20 ~:~.,~'~- I 20 EXISTING CIRCUIT 18 59 EXISTING CIRCUIT 20 ~~- 20 EXISTING CIRCUIT 60 19 EXISTING CIRCUIT 20~- ~ 20 EXISTING CIRCUIT 20 61 EXISTING CIRCUIT 20 I~-~ 20 EXISTING CIRCUIT 62 21 EXISTING CIRCUIT 20 ~---'~-~ 20 EXISTING CIRCUIT 22 6,3 EXISTING CIRCUIT 20 ~-'"'~--~ 20 EXISTING CIRCUIT 64. 2`3 EXISTING CIRCUIT 20 ~~/'~ 20 EXISTING CIRCUIT 24 65 EXISTING CIRCUIT 20 ~.~20 EXISTING CIRCUIT 66 25 EXISTING CIRCUIT 20..~-~'~_ ~ 20 EXISTING CIRCUIT 26 67 EXISTING CIRCUIT 20 L~'--~ 20 EXISTING CIRCUIT 68 20 ~/~ 20 EXISTING CIRCUIT 27 EXISTING CIRCUIT 20 ~/- ~ 20 EXISTING CIRCUIT 28 69 EXISTING CIRCUIT 70 29 AIR COMPRESSOR 12 20~~ 20 EXISTING CIRCUIT .3071 EXISTING CIRCUIT 20J~~- r20 EXISTING CIRCUIT 72 2o1 - I EXISTING CIBCUIT 74. `31 PANEL 5P/I~~ 20 12 LIGHTING CONTACTOR 52 73 EXISTING CIRCUIT `35 EPP-E 2 /~~~ 20 12 CANOPY LIGHTING 54 75 EXISTING CIRCUIT 20 ~~--~ 20 EXISTING CIRCUIT 76 55 ~001~~'~_ 1 20 10 POLE LIGHTING 56 77 EXISTING CIRCUIT 20 ~~_ ]20 EXISTING CIRCUIT 78 20 20 57 PANEL `3~~`3~/ PANEL `3B 79 EXISTING CIRCUIT EXISTING CIRCUIT 80 59 EPP-W 2 2 MEP-A 4.0 81 EXISTING CIRCUIT 20 ~'~-- ~ 20 EXISTING CIRCUIT 82 41 /lOO~~8~VlOC 4.2 8`3 EXISTING CIRCUIT 20 I2o EXISTING CIRCUIT lB4. REMARKS: L15.DB J 1,3.04. I 15.9 I I_ J I - I TOTAL CONN. LOAD TOTAL NEW LOAD IS 47KVA. EC TO CONFIRM THE EXISTING LOAD PRIOR INSTALLATION. ALL CIRCUITS FROM EXISTING EMERGENCY PANEL NOT REMOVED IN DEMO PHASE SHALL BE INSTALLED INTO THIS 400 AMP, 2 SECTION PANEL. PROVIDE NEW CIRCUIT BREAKERS FOR ALL EXISTING CIRCUITS BEING UTILIZED. FIELD VERIFY CIRCUIT BREAKER SIZES. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERS( OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. NO REPRODUCTION, IN WHOLE OR IN PART, SHALL 6E MADE WITHOUT TNE WRI~FEN AUTBORIZATION OF Thomas Campiglia Architect, PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLeLy FOR THE CONSTRUCTION OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRFTEN CONSENT OP TCA ARCHITECTURE, Thoma~ Campiglia, Architect, PLLC. (~Copyrigh[ 2008 Thamae CampiRlia Architect, PLLC. DBA. TCA ARCHITECTURE 8/27/08 ISSUED TO BID 8/12/06 ISSUED TO BLDG. DEPT. DATE REASON FOR ISSUE PROJECT RENOVATIONS TO: SnSImeon_togoB,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL NO. (212) 686-1855 FAX NO (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 PARKAVENUE, MEZZANINE NEWYORK, NY 10616 Tel. (212) 245-6300. Fax: (212) 765-6511 hl/p://w~vw stedingnyc,com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.252.1556 JLA JOB~ 06AE-00174 CONSULTANT CONSULTANT CLIENT PROJ. NO. PROJ. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED THC DATE 06-11-06 :DRAWlNO PANEL SCHEDULES SEAL E 9 SHEET NUMBER 184 SCOPE OF WORK: A. PRINCIPAL ITEMS 1. PREPARATION OF DETAILED SHOP DRAWINGS FOR THE ELECTRICAL WORK TO BE PERFORMED PRIOR TO THE BEGINNING OF ANY WORK. 2. COMPLETE WIRING SYSTEM FOR LIGHTING, POWER AND FIRE ALARM EQUIPMENT AS SHOWN ON DRAWINGS, INCLUDING PANELBOARDS, CONDUITS, WIRES, OUTLETS, WIRING DEVICES, FOR A COMPLETE AND FULLY OPERABLE SYSTEM. 3. FURNISHING AND INSTALLING ALL NYC RATED LIGHTING FIXTURES AND LAMPS UNLESS OTHERWISE INDICATED. 4. COMPLETE CONNECTION OF ALL MOTORS, APPARATUS, AND ELECTRICALLY OPERATED DEVICES. 5. COORDINATE ALL WORK AND REQUIREMENTS WITH OWNERS REPRESENTATIVE. 6. FURNISH, INSTALL AND MAINTAIN TEMPORARY LIGHTING, POWER OR OTHER SERVICE REQUIRED BY WORK OF THIS CONTRACT. 7. ELECTRICALLY OPERATED EQUIPMENT INCLUDED IN THE FINAL INSTALLATION UNDER OTHER PROVISIONS THAN THIS SECTION OF THE WORK, INCLUDING THE FOLLOWING: o. HEATING, VENTILATION AND COOLING EQUIPMENT: REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL REQUIRED ELECTRICAL WORK. b. PLUMBING EQUIPMENT: REFER TO PLUMBING DRAWINGS FOR ADDITIONAL REQUIRED ELECTRICAL WORK. DESIGN CRITERIA: A. 1. RECEPTACLE PANEL (120/208 VOLT, 5-PHASE, 4-WIRE) AS REQUIRED TO SERVE RECEPTACLES, AND SINGLE PHASE LOADS. ALL PANELS SHALL BE FURNISHED WITH 42, OTHERWISE NOTED. 2. REFER TO PANEL SCHEDULE NOTES FOR ADDITIONAL INFORMATION FOR PANELBOARDS. 1P BREAKERS UNLESS LIGHTING BRANCH CIRCUITS: LIGHTING FIXTURES AS SPECIFIED SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AS FOLLOWS: ALL FLUORESCENT AND H.I.D. LIGHTING FIXTURES BRANCH CIRCUITS SHALL BE 120 VOLT, 20 AMPERE, MAXIMUM LOADING PER CIRCUIT SHALL BE 1920 WATTS TO LIGHTING PANELS. POWER BRANCH CIRCUITS: SIZING OF BRANCH CIRCUITS AS REQUIRED BY CODE AND THE FOLLOWING: 1, GENERAL PURPOSE RECEPTACLES SHALL BE CONNECTED TO 20-AMPERE CIRCUIT BREAKERS, MAXIMUM OF EIGHT (B) RECEPTACLES PER BRANCH CIRCUIT. MAXIMUM 1920 WATTS PER CIRCUIT. 2. PROVIDE POWER WIRING AND OVERCURRENT PROTECTION TO ALL MECHANICAL AND PLUMBING EQUIPMENT, SPECIAL PURPOSE RECEPTACLES, ETC. PER OWNERS RECOMMENDATION AND AS REQUIRED BY CODE. COORDINATE ALL WORK WITH OTHER TRADES AND OWNERS REPRESENTATIVE. D. LIGHTING CONTROL PANEL: NOT USED E. MISCELLANEOUS: 1. THIS CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS SHOWING ALL WIRE, CONDUit AND CIRCUIT BREAKERS OR SWITCH SIZES ON ALL BRANCH CIRCUIT HOME RUN TAGS AFTER ACCEPTANCES OF BID AND PRIOR TO BEGINNING ANY WORK. INCLUDE ALL COSTS IN BASE BID. 2. THIS CONTRACTOR SHALL PROVIDE PANEL LOAD SCHEDULES AND SERVICE LOAD SUMMARY. 3. THiS CONTRACTOR SHALL PERFORM ALL WORK TO MEET THE REQUIREMENTS OF THE PHASING AND SCHEDULING AS OUTLINED BY THE ARCHITECT. GENERAL REQUIREMENTS: A. PERMITS, INSPECTIONS AND TESTS: OBTAIN ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS FOR THE EXECUTION OF ELECTRICAL WORK. FURNISH ALL INSTRUMENTS AND PERFORM ALL TESTS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. CORRECT ALL FAILURES AND REPLACE ANY DAMAGED PORTIONS OF THE WORK RESULTING FROM TESTS. THIS CONTRACTOR SHALL PAY FOR ALL COSTS. B. CODES, ORDINANCES AND REGULATIONS: ALL WORK AND MATERIALS SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ALL LOCAL CODES, RULES AND REGULATIONS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. C. GROUNDING: ALL WORK SHALL BE PERMANENTLY AND EFFECTUALLY GROUNDED WHETHER OR NOT SUCH CONNECTIONS ARE SPECIFICALLY SHOWN OR SPECIFIED. GROUND RESISTANCE AT ANY POINT SHALL NOT EXCEED 25 OHMS. GROUND CONDUCTOR SHALL BE EXTENDED IN CONDUIT TO THE NEAREST 1-1/2" OR LARGER COLD WATER MAIN AND ATTACHED THERE WITH T AND B CONDUIT HUB AND WATER PIPE CLAMPS PER THE LOCAL CODE AUTHORITY. PROVIDE ALL REQUIRED GROUNDING FOR TELEPHONE SYSTEM. D. COOPERATION WITH OTHER CONTRACTORS: THIS CONTRACTOR SHALL EXAMINE ALL THE CONTRACT DRAWINGS AND COOPERATE WITH ALL OTHER CONTRACTORS FURNISHING LABOR, MATERIALS AND ALL WORK, SO THAT THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED WITHOUT CONFLICT OR DELAY. IN THE EVENT OF ANY MECHANICAL OBSTRUCTIONS, SUCH AS PLUMBING LINES OR AIR CONDITIONING DUCTS, IN WAY OF ANY WORK, VERIFY WITH OTHER AFFECTED TRADES AND ARCHITECT BEFORE COMMENCING ANY WORK. VERIFY WITH OTHER TRADES THE LOCATIONS OF MOTORS, EQUIPMENT, VOLTAGE AND PHASE, BEFORE COMMENCING ANY WORK. NOTIFY THE ARCHITECT/ENGINEER ABOUT ANY CHANGES OR DISCREPANCIES. WORK INSTALLED IMPROPERLY DUE TO NON-COORDINATION SHALL BE CHANGED BY THE ELECTRICIAN ON HIS OWN EXPENSE, E. ELECTRICAL DRAWINGS: ARCHITECTURAL AND STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER ELECTRICAL DRAWINGS AND THE DRAWINGS OF OTHER TRADES TAKE PRECEDENCE FOR THE WORK OF THAT TRADE. ELECTRICAL DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC. LOCATIONS OF EQUIPMENT ARE SHOWN TO SCALE WHERE POSSIBLE BUT MAY BE DISTORTED FOR CLARITY. FINAL LOCATIONS OF OUTLETS AND EQUIPMENT SHALL BE AS DIRECTED BY THE ARCHITECT AND OWNERS REPRESENTATIVE. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO SHOW ALL NECESSARY BENDS, OFFSETS AND OBSTRUCTIONS. it SHALL BE THE RESPONSIBILITY OF ELECTRICAL CONTRACTOR TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE, PRESERVE HEADROOM AND KEEP OPENING AND PASSAGEWAYS CLEAR, F. SHOP DRAWINGS: OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER OF SHOP DRAWINGS FOR THE ELECTRICAL SYSTEM LAYOUT AND ALL ELECTRICAL EQUIPMENT PRIOR TO BEGINNING ANY WORK. APPROVAL OR CORRECTIONS BY THE ARCHITECT/ENGINEER SHALL IN NO WAY RELIEVE THIS CONTRACTOR OF RESPONSIBILITY FOR CORRECTNESS OF ANY WORK. G. CONDITIONS AT THE SITE: THE ACT OF SUBMITTING A BID SHALL BE PRIMA-FACIE EVIDENCE THAT CONTRACTOR HAS EXAMINED THE SITE AND FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS WITHIN THE SCOPE OF THIS WORK, AND ACCEPTED SUCH CONDITIONS, AND MADE ALLOWANCES THEREFORE IN PREPARING HIS FIGURE. STRUCTURAL CONDITIONS: NOTCHING AND BORING OF STRUCTURAL MEMBERS MUST BE HELD TO AN ABSOLUTE MINIMUM. CONTRACTOR SHALL LAYOUT HIS WORK AND OBTAIN THE APPROVAL OF THE ARCHITECT FOR THE NECESSARY HOLES AND NOTCHES BEFORE PROCEEDING WITH INSTALLATION. WHERE NOTCHES AND HOLES ARE APPROVED, THEY SHALL BE CAREFULLY HELD TO THE MINIMUM SIZES ACTUALLY REQUIRED. cUTrlNG AND PATCHING: THIS CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF ROUGH OR FINISH WORK REQUIRED BY ELECTRICAL INSTALLATIONS PATCHING SHALL BE OF THE SAME MATERIAL, FINISH, AND WORKMANSHIP AS THE ORIGINAL WORK AND, WHEN REQUIRED BY THE ARCHITECT, DONE BY MECHANICS OF THE ORIGINAL TRADE. WATERPROOFING: WHENEVER ANY ELECTRICAL WORK PIERCES ANY WATERPROOFING MEMBRANES, INSTALL IN A WATERPROOF MANNER USING WATERPROOF EQUIPMENT. CLEANING AND CLEAN-UP: ALL MATERIAL INSTALLED UNDER THIS SECTION OF THE WORK SHALL BE CLEANED OF GREASE, OIL, PLASTER, AND THE LIKE. MATERIAL TO BE PAINTED SHALL BE READY FOR FINISH, ALL GREASE AND OIL SHALL BE CLEANED FROM FLOORS, CEILINGS, AND WALLS AND ALL UNUSED CONSTRUCTION MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AS APPROVED BY ARCHITECT. IDENTIFICATIONS: IDENTIFY EACH INDIVIDUALLY MOUNTED MOTOR, STARTER OR DISCONNECT SWITCH WITH A NAMEPLATE BEARING THE DESCRIPTION AND TAG OF THE EQUIPMENT CONTROLLED. GENERAL MATERIALS AND WORKMANSHIP: MATERIALS SHALL BE NEW AND SHALL BE LISTED BY OR BEAR THE UNDERWRITERS' LABEL OF APPROVAL, WHERE SUBdECT TO SUCH APPROVAL, SHALL MEET WITH THE APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION THERE OVER SHALL COMPLY WITH ASA, NEE AND NEMA STANDARDS, WHERE APPLICABLE, AND SHALL MEET WITH THE APPROVAL OF THE ARCHITECT/ENGINEER. ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST-CLASS MANNER. ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIAL OR WORKMANSHIP WHICH IN HIS OPINION IS NOT IN COMPLIANCE WITH THIS SPECIFICATION, EITHER BEFORE OR AFTER INSTALLATION. ALL MATERIALS SHALL BE OF THE 'P(PES AND MAKES SPECIFIED EXCEPT WHERE LOCAL CODES WILL NOT ALLOW. WHERE THIS OCCURS, THE CONTRACTOR SHALL SUBMIT SAMPLES OF APPROVED MATERIALS TO ARCHITECT FOR APPROVAL BEFORE SUBSTITUTING. A. CONDUIT: ALL CONDUIT, EXCEPT THAT USED FOR FEEDER RUNS TO GROUND, IN CONCRETE OR IN SLABS OR GROUND SHALL BXCEPT WHERE STRICTER REQUIREMENTS ARE DEMANDED PANELS, OR WHERE UNDERGROUND IN CONTACT WITH THE BE E.M.T. THIN-WALL CONDUIT OR FLEXIBLE METALLIC CONDUIT BY LOCAL CODE. ALL CONDUIT USED FOR FEEDER RUNS TO PANELS, UNDERGROUND IN CONTACT WITH THE GROUND, IN CONCRETE, OR IN CONCRETE SLABS SHALL BE GALVANIZED RIGID STEEL, ALL CONDUITS SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED ON DRAWINGS OR APPROVED BY ARCHITECT. EXPOSED CONDUITS SHALL BE RUN PARALLEL OR PERPENDICULAR TO SUPPORTING WALLS OR CEILINGS. B. LARGE PULL BOXES: WHERE OTHER THAN STANDARD OUTLET BOXES ARE REQUIRED, PULL BOXES AND COVERS SHALL BE CONSTRUCTED OF GALVANIZED STEEL CONFORMING TO CODE REQUIREMENTS. CONSTRUCTION SHALL BE APPROVED BY ARCHITECT/ENGINEER. ALL EXTERIOR BOXES SHALL BE WEATHERPROOF WITH COVER GASKETS. C. SECONDARY CONDUCTORS: INSULATED FOR NOT LESS THAN 600 VOLTS. CONDUCTORS FOR GENERAL USE, EXCEPT WHERE SPECIFIED OTHERWISE, SHALL BE TYPE "THWN". NO WIRE SMALLER THAN 12 GAUGE SHALL BE USED. ALL CONDUCTORS SHALL BE DELIVERED TO THE JOB IN THEIR ORIGINAL UNBROKEN PACKAGES PLAINLY MARKED WITH THE MANUFACTURER'S NAME, VOLTAGE, INSULATION, AND UNDERWRITERS LABEL. CONDUCTORS OF MULTI-WIRE BRANCH CIRCUITS SHALL BE COLOR-CODED. ALL WIRE SHALL BE COPPER WITH MINIMUM 98 PERCENT CONDUCTIVITY. D. WIRING SYSTEM: CONDUCTORS SHALL BE INSTALLED IN RGB (RIGID GALVANIZED STEEL) CONDUIT OR E.M.T. OR FLEXIBLE, AS HEREIN BEFORE SPECIFIED. EXPOSED RUNS WILL NOT BE ACCEPTED EXCEPT WITH PRIOR APPROVAL OF THE ARCHITECT. EXCEPTIONS ARE CONNECTIONS TO EQUIPMENT WHICH IS LIMITED TO 18" LENGTH. dOINTS IN CONDUIT INSTALLED UNDERGROUND, IN CONTACT WITH THE GROUND, IN CONCRETE IN FLOOR SLABS ON GRADE OR IN ANY LOCATION WHERE EXPOSED TO THE WEATHER SHALL BE WATERTIGHT. CONDUIT THREADS SHALL BE THOROUGHLY FILLED WITH APPROVED PIPE JOINT COMPOUND BEFORE BEING MADE UP. ENDS OF CONDUITS SHALL BE KEPT CLOSED WITH APPROVED CONDUIT SEALS DURING CONSTRUCTION. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE, BUT WHERE NECESSARY SHALL BE MADE BY USE OF AN APPROVED HICKEY OR CONDUIT BENDING MACHINE, OR BY USE OF A FACTORY BEND. EXPOSED CONDUIT RUNS SHALL BE PARALLEL WITH SUPPORTING WALL OR CEILING AND WITH EACH OTHER, WITH UNIFORM BENDS, AND SHALL BE INSTALLED IN AN ORDERLY AND SYMMETRICAL ARRANGEMENTS AND SHALL BE SEPARATED AT LEAST 6" FROM ALL STEAM OR HOT WATER PIPING AND EQUIPMENT AND HEATING AND COOLING DUCTS. ALL EXPOSED WORK SHALL BE SO ASSEMBLED AND ERECTED AS TO PRESENT AN ORDERLY AND NEAT APPEARANCE. 1. ALL JUNCTION AND PULL BOXES, SWITCHES, CONTROLS AND SUCH OTHER APPARATUS AND EQUIPMENT AS MAY REQUIRE MAINTENANCE OR OPERATION SHALL BE INSTALLED ONLY IN LOCATIONS THAT WILL BE ACCESSIBLE AFTER THE COMPLETION OF LATHING, PLASTERING, AND OTHER FINISH WORK. IN EVENT OF CHANGE IN LOCATION OF ANY OUTLET IS REQUIRED, IT SHALL BE MADE BY THE CONTRACTOR WITHOUT EXTRA CHARGE, PROVIDED NEW LOCATION IS NOT MORE THAN TEN (10) FEET FROM LOCATION SHOWN ON DRAWINGS. OUTLET BOXES SHALL BE ACCURATELY LOCATED, INDEPENDENTLY AND SECURELY FASTENED TO THE STRUCTURE AND CONDUIT TO OUTLET BOXES WITH DOUBLE LOCK NUTS AND BUSHINGS. OUTLET BOXES USED AS PULL AND JUNCTION BOXES IN FINISHED WALL AND CEILINGS SHALL BE FITTED WITH 2-DANG PLASTER RINGS AND BLANK WALL PLATES AND, WHERE USED IN UNFINISHED SPACES, SHALL BE FITTED WITH BLANK COVER PLATES. LARGE PULL AND JUNCTION BOXES, CONSTRUCTED AS SPECIFIED, SHALL BE USED WHERE OUTLET BOXES ARE TOO SMALL. ALL BOXES SHALL BE RIGIDLY AI~ACHED TO THE STRUCTURE, INDEPENDENT OF ANY CONDUIT SUPPORT. 2. EACH WIRING DEVICE SHALL BE PROVIDED AND INSTALLED WITH A SUITABLE WALL PLATE; EXCEPT IN FLOOR OUTLETS SHALL HAVE SUITABLE MOUNTING RINGS. 3.WIRES TO BE CONNECTED TO FIXTURES, WIRING DEVICES, SIGNAL DEVICES, ETC., SHALL BE MADE TO PIGTAIL SPLICES AND 8' LEADS PROVIDED FOR CONNECTION TO DEVICES AND FIXTURES. 4. dOINTS IN 8-GAUGE AND SMALLER WIRE SHALL BE MADE WITH UL APPROVED CONE-SHAPED EXPANDABLE COIL SPRING INSULATED CONNECTORS. JOINTS IN 6-GAUGE AND LARGER WIRE SHALL HAVE SOLDERLESS CONNECTORS, U.L APPROVED. CONNECTIONS IN SECONDARY CONDUCTORS SHALL BE PROPERLY INSULATED WITH 3/4" WIDE RUBBER TAPE AND 3/4" WIDE FRICTION TAPE, EXCEPT WHERE APPROVED iNSULATION OF THE TYPE CONNECTIONS IS PROVIDED BY THE CONNECTOR USED. E. OUTLET BOXES, EXTENSION RINGS AND COVERS: ALL OUTLET BOXES, EXTENSION RINGS AND COVERS SHALL BE GALVANIZED ONE-PIECE PRESSED STEEL TYPE DF APPROVED MAKE. ALL EXTERIOR BOXES SHALL BE OF A WEATHERPROOF TYPE WITH COVER GASKETS. OUTLET BOXES FOR LIGHTING AND WIRING DEVICES SHALL BE OF REQUIRED SIZE TO ACCOMMODATE THE CONDUCTORS THEREIN, BUT NOT LESS THAN 4" x 4" x 1-1/2" BEEP OCTAGONAL OR SQUARE BOXES. BOXES FOR ALL EXTENSION OUTLETS SHALL BE 4-11/16" SQUARE BY 2-1/8" DEEP, WITH 2-GANG PLASTER RING TO FINISH FLUSH WITH PLASTER AND SUITABLE WALL PLATES. BOXES FOR LIGHTING FIXTURES SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS, SUPPORTED WITH HANGERS OR BOLTED TO THE BOXES. OUTLET BOXES USED IN AREAS WHERE CONDUIT IS EXPOSED SHALL BE CROUSE-HINDS SERIES "FS" OR APPROVED EQUAL CONDULETS. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE FOLLOWING CENTERLINE HEIGHTS SHALL BE MAINTAINED: 1. WALL SWITCHES: 42" A.F.F. UNLESS OTHERWISE iNDICATED ON ARCHITECTURAL DWGS. 2. WALL-CONVENIENCE OUTLETS: MOUNTED 12" A.F,F. UNLESS OTHERWISE INDICATED. SEE ARCHITECTURAL DWGS FOR EXACT HEIGHTS OF ALL RECEPTACLES ALL OTHER OUTLETS: AS SHOWN ON ARCHITECTURAL DWGS F. PLUG RECEPTACLES: STANDARD CONVENIENCE OUTLETS THROUGHOUT THE BUILDING SHALL BE DUPLEX 20-AMPERES, 125 VOLTS, SIDE WIRED, WITH SLOTS POP 2-WIRE REGULAR AND POLARIZED CAPS AND A "U" SHAPED SLOT FOR GROUND BLADE, AS MANUFACTURED BY LEVITON DECORA SERIES OR ENGINEER APPROVED EQUAL. COLOR AS SELECTED BY ARCHITECT. G. WALL PLATES: SEE ARCHITECTURAL DRAWINGS FOR WALL PLATE FINISHES. H. SWITCHES: ALL GANGED SWITCHES, MANUAL MOTOR STARTERS USED FOR CONTROL OF MOTORS AND RECEPTACLES FOR VOLTAGES OTHER THAN 120 VOLTS SHALL HAVE ENGRAVED LABELS. PROVIDE SHOP DRAWINGS. WALL SWITCHES: FOR CONTROL OF LIGHTING OUTLETS, USE 20 AMPERE, 120 VOLTS, T RATED. WHERE USED FOR FRACTIONAL HORSEPOWER MOTOR CONTROL, USE WESTINGHOUSE SENTINEL OR TRUMBULLTYPE '~T". COLOR SHALL BE IVORY. SAFETY SWITCHES: SHALL HAVE QUICK-MAKE, QUICK-BREAK MECHANISM AND AN INTERLOCKED COVER, WHICH CANNOT BE OPENED WHEN SWITCH IS IN THE "ON" POSITION. SWITCHES SHALL BE HORSEPOWER RATED AND TYPE THAT CAN BE USED ON INDUCTIVE LOADS. SWITCH SHALL HAVE METHOD OF LOCKING IN THE "OPEN" POSITION. MANUAL-STARTING SWITCHES: SHALL HAVE QUICK-MAKE, QUICK-BREAK MECHANISM OF TOGGLE TYPE AND SHALL HAVE METHOD OF LOCKING IN THE "OPEN" POSITION. SWITCHES SHALL BE OF HORSEPOWER RATED FOR MOTOR AND iNDUCTIVE LOADS, CURRENT RATING, WHICH EXCEEDS THE CONNECTED LOAD. STARTERS SHALL BE MOUNTED FLUSH IN WALL. PROVIDE OVER-LOADS WHERE REQUIRED. WATERTIGHT SWITCHES SHALL HAVE NEMA TYPE IV ENCLOSURE. FIRE ALARM SYSTEM ALL FIRE ALARM DEVICES ARE TO MATCH THOSE OF THE EXISTING FIRE ALARM SYSTEM. WIRING OF HEATING AND VENTILATING SYSTEM: VERIFY EXACT LOCATIONS OF ALL MOTORS WITH THE HEATING, VENTILATING AND AIR CONDITIONING CONTRACTOR. MAKE ALL CONNECTIONS AND PROVIDE COMPLETE WIRING TO ALL MOTORS AND TO LINE VOLTAGE CONTROLS. ALL RELAYS, STARTERS, AND TRANSFORMERS FOR HEATING AND VENTILATING SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR. WIRING FOR EQUIPMENT BY OTHERS: VERIFY WITH EQUIPMENT MANUFACTURERS THE EXACT LAYOUT AND LOCATION OF ALL OUTLETS FOR ALL THEIR RESPECTIVE EQUIPMENT BEFORE SUBMI~ING THE BID AND dUST BEFORE COMMENCING ANY WORK. BE RESPONSIBLE FOR ACCESSIBILITY OF ALL OUTLETS AND MAKE FINAL CONNECTIONS TO ALL EQUIPMENT AS REQUIRED, WHEREVER NEEDED, PROVIDE DISCONNECT SWITCHES OR STARTERS. IF ANY CONDUIT OR OUTLET IS STUBBED OUT IN THE WRONG LOCATION, THE CONTRACTOR SHALL CORRECT THE WIRING WITH NO ADDITIONAL COST TO THE OWNER. TESTS: ALL WIRING AND CONNECTIONS SHALL BE TESTED FOR CONTINUITY SHORT CIRCUITS AND IMPROPER GROUNDS. EACH LIGHT~NG PANEL SHALL BE TESTED WITH MAINS DISCONNECTED FROM THE FEEDER, BRANCHES CONNECTED, WALL SWITCHES CLOSED, FIXTURES PERMANENTLY CONNECTED AND WITHOUT LAMPS. EACH iNDIVIDUAL POWER CIRCUit SHALL BE TESTED AT THE PANEL OR SWITCHBOARD WITH THE POWER EQUIPMENT CONNECTED FOR PROPER OPERATION. FAILURES SHALL BE CORRECTED IN A MANNER SATISFACTORY TO THE ELECTRICAL ENGINEER. A. CONTRACTOR SHALL FURNISH ALL NECESSARY TESTING EQUIPMENT AND PAY ALL COSTS OF TESTING, INCLUDING THE COSTS OF REPLACEMENTS OR REPAIRS DUE TO DAMAGE RESULTING FROM TESTING, AND THE COSTS OF CORRECTING FAILURES. B. SHOULD TESTS DEVELOP ANY DEFECTIVE MATERIALS OR POOR WORKMANSHIP OR VARIANCE W~TH THE REQUIREMENTS OF THE SPECIFICATIONS, CONTRACTOR SHALL MAKE ANY CHANGES NECESSARY AND REMEDY ANY DEFECTS AT HIS OWN EXPENSE, TO THE FULL SATISFACTION OF ARCHITECT AND OWNER. GENERAL NOTES 1. DEVICE PLATES SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 2. ALL LIGHTING FIXTURES SHALL BE CONNECTED USING MAXIMUM 6 FOOT LENGTH OF FLEXIBLE METAL CONDUIT FROM ACCESSIBLE CEILING OUTLET BOX USING LOCKNUT TYPE FI~INGS WITH GROUNDING AS REQUIRED BY GOVERNING CODES. 3. SEE ARCHITECTURAL DWGS FOR LIGHTING FIXTURE SCHEDULE FOR EXACT LIGHT FIXTURE SPECIFICATIONS ALL COMPUTER EQUIPMENT CIRCUITS SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR OR A SHARED OVERSIZE #10 4. AWG NEUTRAL, SEE FURNITURE VENDORS DRAWINGS FOR MORE INFORMATION WHERE LIGHT FIXTURES ARE DENOTED AS EMERGENCY UGHTS TO BE SWITCHED, A HOT LEG SHALL BE BROUGHT TO 5. THE EMERGENCY BA~FERY BALLAST TO SIGNAL AND CHARGE THE BA'rTERY WHETHER THE SWITCH LEG IS 'ON' OR 'OFF'. THE FIXTURE SHALL BE SWITCHED. KEY PLAN DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE. AND SHALL REMAIN, THE PROPER~¥ OF Thomos Compigl[o Architect. PLLC, DBA TCA ARCHITECTURE. NO REPRODUCTION. IN WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITfEN AUTHORIZATION OF Thomos Campigllo Architect. PLLC. DBA TCA ARCHITECTURE. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCRON OF THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF TCA ARCHITECTURE, Thomas Compigl[o, Architect. PLLC. ~)Copydght 2008 Thomos Camplglia Architect. PLLC. DBA, TCA ARCHITECTURE 8/27/08 ISSUED TO B~D 8/12/08 ISSUED TO BLDG. DEPT. DAR~ REASON FOR ISSUE {OJECT RENOVATIONS TO: Snglmeon_to~o2,Jp9 61700 ROUTE 48, GREENPORT, NY 11944 ARCHITECT ARCHITECTURE, INTERIORS, PROJECT MANAGEMENT THOMAS CAMPIGLIA, ARCHITECT, PLLC 2 PARK AVENUE, MEZZANINE NEW YORK, NY 10016 TEL. NO (212) 686-1858 FAX NO, (212) 765-8511 PROJECT MANAGERS: STERLING STERLING MANAGEMENT, INC. 2 pARK AVENUE, MEZZANINE ' NEW YORK, NY 10016 Tel: (212) 245-6300, Fax: (212) 765-8511 http://www,sterhngnyc.com CONSULTANT JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252.1556 JLA JOB~ 08AE-00174 CONSULTANT CONSULTANT CLIENT PROd. NO. PROd. NO. 16209 SCALE AS NOTED DRAWN XX CHECKED TNC DATE 06-11-08 DRA~NG ELECTRICAL SPECIFICATION E 10 SEAL SHEET NUMBER 105 DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF Thomas Camplglia Architect, PLLC. DBA I ~ TCA ARCHITECTURE. UGHTING NOTES NO REPRODUCTION, IN WHOLE OR IN PART, SHALL GE MADE WITHOUT THE WRITTEN AUTHORIZATION OF' Thomos i I THIS DOCUMENT IS ~NTENDED SOLELY FOR THE '-~- Camplglia Architect, PLLC. DBA TCA ARCHITECTURE. .590 O0 S24 02_ 50 W ~,~'a~_. CO.STRUOT,O. OETHEPROJECT.AMEDHERE,NA.D ~ o ~ 7) ~ ~ 1. THE ELECT CONTRACTOR PROVIDE A LIGHTING CONTACTOR TO BE CONTROLLED BY · I ~ I AN EXISTING TIME~ ROCK LOCATED IN THE BOILER ROOM. THE CONTACTOR SHALL HAVE OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF 120 VOLT COIL AND,12 DRY CONTACTS TO BE UTILIZED FOR SITE LIGHTING TCA ARCHITECTURE, Thomas Complglla, Architect, PLLC. ............................................. iAMAINTAINING SPARE CAPA~I~ FOR FUTURE USE. ~)CopyH§htDBA. TCA ARCHITECTGRE2008 Thomo9 Campiglia Arch~toct, PLLC. ~2. ALL EXISTING SITE/EXTERIOR LIGHTING SHALL BE CONTROLLED ROUTED THROUGH THE I 3 THE ELECTR CAL CONTRACTOR SHALL PROVIDE ALL TRENCHING AND PATCHING. ,t k ,t , I ~ COORDNATE CONDUIT ROUTING WTH THE OWNER'S REPRESENTATIVE 4. ALL NEW STE LIGHTING SHALL BE CIRCUITED TO THE EDP PANEL (EMERGENCY PANEL) i¢~_~.~.'~ ~ ~ ~ LOOATED ,N THE ,O,LER ROOM. ~ ~- ~ ~ ~ ~ ~ ~ ~ ~ 0 8/12/08 ISSUED TO B~G. DEPT. i ' RENOVATIONS TO: t // ( i I ~ ( i ~ ~ J 61700 ROUTE 48, GREENPORT, NY 11944 RO J I ~ ~ -- o ~, . ........... 65.4' .......... TCA THOMAS CAMPIGLIA, ARCHITECT, PLLC ~ ~ % ~ ~ 2 PARK AVENUE, ME--NINE NEW YORK, NY 10016 ~ -- d -- l? ~ TEL NO. (212) 686-1858 F~ NO (212) 765-8511 ¢ ~ ~ ~ ' STERLING MANAGEMENT, INC. o , ~AS~A& 11 OVAL DBIVE IS~NDIA, NY 11749 I J , J~ JOBf OBAE-O0174 35.0' 35.0' ~ 5 ~ ~ ~ ~ i ' ~? SCALE ~ NOTED S~H ELEC'I'~C~ SITE PLAN~ ~ ................................ SCAR: 1" = 20L0'' SEAL SHEET NUMBER 17