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HomeMy WebLinkAbout35614-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RTMENT Office of the Building Inspector Town Hall Southold, NoY. CERTIFICATE OF OCCUP~/qCY No: Z-34744 Rte: 12/16/10 THIS u~KTIFIES that the building NEW BUILDING Location of Property: 10300 MAIN RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 143 Block 3 Lot 33.4 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 7, 2010 purs%~nt to which Building Permit No. 35614-Z dat~ OX/NE 4, 2010 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 COMMERCIAL BANK BUILDING AS APPLIED FOR. The certificate is issued to UNEXCELLED LLC of the aforesaid buildin9. ( OWNER ) SUFFOI~K COI~l"f DEPART~T OF }~ALTH APPROVAL C10-09-0012 EI~ZCTRICAL U~KTIFICATE NO. 35614 PL~ c~KTIFIC3~TION Da'r~u3 11/30/10 DOMINICK D'ELIA 12/15/10 12/16/10 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) PEP~4IT NO. 35614 Z Date JUNE 4, 2010 Permission is hereby granted to: UNEXCELLED LLC 10300 MAIN RD MATTITUCK,NY 11952 for : CONSTRUCTION OF A NEW COMMERCIAL BANK BUILDING AS PER PLANNING & SCHD AS APPLIED FOR at premises located at 10300 MAIN RD County Tax Map No. 473889 Section 143 purs,,mnt to application dated MAY Building Inspector to exq~ire on DECEMBER Block 0003 Lot No. ~ 7, 2010 and approved by the 5~ 4, 2011. Fee $ 1,551.20 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF This application must be filled in by typewriter or ink and submitted to the Buildin A. For new building or new use: 1. DEC - 7 with the following: BLDG. OEPI. TOWN OF SOUIH0[0 Final survey of property with accurate location of all buildings, property lines, topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 fora0. 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, muttiple residences and similar buildings and Installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling $25.00, Additions to dwetling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Conunercial $ t 5.00 Date. New Construction: X Location of Property: 10300 Old or Pre-existing Building: Main Road (check one) House No. Street Owner or Owners of Property: Unexcelled, LLC - 330 Eastwood Rd., Cutchogue, NY 11935 Suflblk County Tax Map No t 000, Section Subdivision Pemfit No. 35614 Date of Permit. June 4, 2010 Mattituck Hamlet Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~ tO, ~ Lot Lot: 033.002 Underwriters Approval: Final Certificate: (check one) (pphc~nt Signature 143 Block 0003 Filed Map. 473889 Applicant: John R. Sorrenti Town Hail Am~.ex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger, richert~town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOI,D CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Chase Bank Address: 10300 Main Rd City: Mattituck St: NY Zip: 11952 Building Permit #: 35614 Section: 143 Block: 3 Lot: 33.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Delcon Systems Inc License No: 41104-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcel Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCi Recpt Wall Fixtures ~,~ Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture ~ Pumps Transformer Appliances Dr/er Recpt Emergency Fixtures~ Time Clocks Disconnect Sw~tches Twist Lock Exit Fixtures ~ TVSS Other Equipment: 3 phase underground 400a service, 12 baseboard elec heat, 4 roof exhaust fans, 4ft plug mold, 7 cubicle feeds, 1 ATM machine, 2 bullard lights, 10 parking lot pole lights Notes: Inspector Signature: Date: Nov 17 2010 81-Cert Electdcel Compliance Form CERTIFICATION Dme: November 30, 2010 Building Permit No. 3 5 614 Owner: J.P. Morgan Chase Bank (Please print) Plumber: Dominick D'Elia (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plumbers Signature) Sworn to before me this 30 th dayof November , 2010 Notary Public, Suffolk County R~C!4m! I F '":'-.OTHENBERG No,ar7 ,~ :~ c : :.¢.~ ol New York hh'. ; ~-.:~ ~ 11 Qualified n ;u¢~.,!k County Term Expires May 31, ~{( TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .DIATNSPECTION ]~FFoOuUINDAT:oONN :SN~ [ ]] iRNOsUuGHLAT~LoBNG' [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSi~_CTION [ ]F~ERE~T.~fl'C0fA'TRUC'n0, [ I RREREr4ST4ffl'~B~ET~'n0, RE,ARKS. ~,~ ~///'~-~ ~.-- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ Fe/~OUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRESAi.,-I~INSFECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FmEBESlS'r41~'OO#S~Um~ION [ ] FmEI~SI~Ale'rI~IETBMW)N DATE TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION ~FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] FI~R~ST,~n'~ [ REMARKS: [ ] INSULATION [ ] FINAL ] FIRE SAr,., .~ INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECT ION [ ] FOUNDATION 1ST [,~]~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SA,-,, ~ ~' INSPECTION [ ] F~ERESb'I'~T~ [ ] F~ERES~STA~n'~B~ET~ REMARKS: /,'}~-~ ~ DATE INSPECTOR.~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION  TRAI:~ING [ ] FINAL EPL4CE & CHIMNEy I ] F~RE SAFETy INSPECTOR ~, ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~.FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAr,. ~ 1r I~ [ ]l:~,~"r~'r~ [ ]l:ll~l~r~'rl~l~L~rl~)~ REMARKS:~ _ _~ DATE ~'-~- ~ ~ -" / 0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ]~NDATION 2ND [ ] INSULATION / FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA,-,'~lrlNSPECTION REMARKS,: ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~]~FIRE SA,-,. ~ T' INSPECTION L [ ] FIRE RESISTANT C0flS'rRUCTK)fl [ ] RRE RESISTANT IT:NEll~TION _ARKS: DATE INSPECTOR~ INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION '~.__~ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSPECT/ION [/~ ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION DATE INSPECTOR . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI )N [ ] FOUNDATION 1ST ~.~}~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA~-,', ~ INSPECTION [ I nl~ n~. ,mT ~co~uc'mm [ ) rune n~sts'r,m'r ~x~nA'noN DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [~-,.~RE SAFETY INSPECTION [ ]n~RES~T~T~ [ ]RRERES~rAm~L='mA'nO. REMARKS.~' ~ __ ~ DATE ~ - ~ --I O iNSPECTO~d ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ~-.I~RE SAFETY INSPECTION [ ]FIRERESlSTANTCONSlllUC'IlON [ ]FIIIEIIESlSTANTFENE'rRATION REMARKS: ,.SPECTOR~'~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROU~HPLBG. FOUNDATION 2ND [ ] 1~5ULATION / FRAMING / STRAPPING [ ~ FINAL F,.EPLACE & C....EY [ I .RE SAFL=rY,.S~ECT.~ Fm~ ~CO. SYRUC.O. [ ] Fm{.~s~rAm' m~4C=TRJ'nO. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG, FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPlqNG [ ] FINAL FIREPLACE&CHIMNEY ~ FIRE SAr,. m ( IN,fFECTION ]F~RmSmS'r,~MTCOMSTRUC~[ ]'Fmm~m~JMTm~L~'no. REMARKS: DATE JRS ARCHITECT, P.C. architecture November 23, 2010 interior design management BH)6. DEP. IOWN OF SOUTHOtD Town of Southold Building Department Town Hall 54375 Main Road Southold, NY 11971 Re: JP Morgan Chase - Construction of 1 Story Building 10300 Main Road Mattituck, NY 11952 Permit # 35614 Section: 143, Block: 0003, Lots: 033.002 JRS Project No. 07200 To whom it may concern: Please accept this letter as confirmation that all the General Construction work performed at the above referenced address conforms with the approved drawings and contract documents. All work was done in accordance with the New York State Uniform Fire Prevention and Building Code as well as other local codes and ordinances. Should you have any questions or require additional information, please contact the undersigned. Sincerely, n R. Sorrenti, FAIA President JRS/KRG:cmg TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined e~ /Y ,20/0 Expiration ,2o // 7201O BLDG. DEP[ __ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Sulwey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Fom~ :act: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date ,20__ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink aod submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance cfa Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as heroin described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. JRS Architect, P.C. (Signature of applicant or name, ifa corporation) 181 E. Jericho Tpke, Mineloa, NY 11501 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, pltmaber or builder Applicant is the Architect Name of owner of premises Unexcelled, LLC - 330 Eastwood Road, Cutchogue, NY 11935 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer John R. Sorrenti, FAIA, President (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. l. Location of land on which proposed work will be done: 10300 Main Road (Route 25) Mattituck House Number Street County Tax Map No. 1000 Section Subdivision 143 Hamlet Block ;, :3" ' Fil~,dMap ~6. ':? .... Lot Lot 33.2 , ! 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Dwellin9 b. Intended use and occupancy_ Commercial Bank - Financial Institution - J.P. Morgan Chase 3. Nature of work (check which applicable): New Building X Addition Alteration. Repair Removal Demolition X . Other Work 4. Estimated Cost , t ,! ~ i , , (To be paid on filing this application) 5. lfdwelhng, number ofdwelhng untt~ f}, : ~ Ndfi~$kr of O~e!ling units on each floor If garage, number of cars If business, commercial or mixedto ccupanc¥,.specify nature and extent ofeach type ofuse. Bank w/ Drive-Thru 6. 7. Dimensions of existing structures, if any: Front 47'-0" +/- Rear 47'-0" +/- .Depth 32'-6" +/- Height 21'-0" +/- Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front 60'-fi' Rear 60'-8" .Depth 97'-1.25" Height 28'-0" Number of Stories 1 9. Size of lot: Front 1ff7.06 +/- Rear 266.30' Depth 606.22' 10. Date of Purchase Name of Fenner Owner 1 I. Zone or usc district in which premises are situated B - General Business & R - 40 - Residential 12. Does proposed construction violate any zoning law, ordinance or regulation'?. YES X NO__ 13. Will lot be re-graded? YES X NO__ Will excess fill be removed from premises? YES__ NO__ 330 Eastwood Road 14. Names of Owner of premises Unexcelled, LLC AddressCutcho9uo, NY 11935 Phone No. 917-626-7580 Name of Architect John R. Sorrenti, FAIA Address~81 Jericholpke, Minool~Phone No 516-294-1666 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If'elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: JRS Architect, P.C. COUNTY OF Nassau ) John R. Sorrenti. FAIA. President being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ArchitectJAgent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statemeuts contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn lo 10~:fore ]ne this ~-~ Notary Public 20 tO KENNETH R. GARVIN NOtaly t'uo,c, State of New York No. 01GA617768a Onallfled In Nassau County Commission Expirea Nov. lu, Signature of Applicant NYSDOT TRANSPORTATION MAINTENANCE RESIDENCY 03 1900 COUNTY ROAD 58 RIVERHEAD, NY 11901 te1(631)727-1731 fax(631)727-6645 MEMORANDUM DEPARTMENT OF TRANSPORTATION TO: ATTENTION: Town of Southold Town Hall PO Box 1179 Southold, N.Y. 11971 Building Dept. - Michael J: Verity DEC 9 M0 BLDG. OEP[ TOWN OF SOUTHOLD FROM: Kevin E. Matthaei, Eastern Suffolk Permit Engineer SUBJECT: NYSDOT Highway Work Permi~ 20101016311 for AJS Project Management to construct and permanently maintain a commercial access, sidewalk and curb on the south side of NYS Route 25 at mile marker 1530 for Chase Bank. DATE: December 9, 2010 The above mentioned New York State Highway work Permit has been substantially completed as required. Due to weather conditions, the line striping was done out of specification and so New York State will hold the bond money for a determined period to see if any failures occur. This will not be a problem for opening the building. Thank you for the courtesy of working with me to ensure that the State's needs and requirements have been met on this project. If you have any questions or concerns, please call me at (631)727-1731. Sincerely, Kevin E. Matthaei Eastern Suffolk Permit Engineer Residency 03 Suffolk East 1900 Rte. 58, Riverhead, NY 11901 5t6 727-1731 FAX 516 727-6645 PI-A-NNIIqG BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREM~RS KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J. WILCENSKI May 4,.2010' Jennifer Porter, Esq. c/o Gibbons, P.C. M~II ING ADDRESS: P.O. Box 1179 Southold, iN-Y 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (car. Main Rd. & Youngs Ave.) Southold NY P L TOWN OF $OUTI~OLD / J One Pennsylvania Plaza,.37th Floor New York, NY 10019 Re: Final Approval: Proposed Standard Subdivision for Chase Bank, Mattituck Located approximately 120 feet east of Marlene Lane, on the south side of NYS Route 25, a.k.a.10300 NYS Route 25, Mattituck SCTM~1000-143-3-33~2,F~..~ q~"~' Zoning Distri~q: B & R-40 Dear Ms. Porter: ~ ~--~---~ The Southold Town Planning Board, at a meeting held on Monday, May 3, 2010, adopted the following resolutions: WHEREAS, on October 24, 2008, an application for sketch approval, including a sketch plan prepared by Thomas K. Wicks, L.S., and' Thomas E. Murray, P.E., dated July 11, 2008, was submitted to subdivide a 2.818-acre pamel into two lots where Lot 1 equals 49,262.82 sq. ft. in the B Zoning District and having a 25 foot transitional buffer in the R- 40 Zoning District in connection with a proposed site plan for a bank use and Lot 2 equals 63,480.41 sq. ft. in the R-40 Zoning District; and WHEREAS, the Southold Town Planning Board reviewed the plans at their November 17, 2008 Work Session; and WHEREAS, the N.Y.S. Department of Transportation granted approval of the proposed access to the site in a letter dated August 4, 2008; and WHEREAS, the Office of the Southold Town Engineer, on December 5, 2008, also provided comments to the Planning Board on the proposed access to the site; and WHEREAS, at a meeting held on Monday, February 9, 2009, the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, established itself as Lead Agency for this Unlisted Action and granted Sketch Approval upon the map entitled 'Standard Subdivision of Chase Bank, Mattituck", dated July 11, 2008 and last revised January 26, 2009, prepared by Thomas K. Wicks, L.S., and Thomas E. Murray, P.E.; and Chase Bank, Mattituck PaRe Two May 4, 2010 WHEREAS, on April 2, 2009, an application and fee for Preliminary Plat Approval was submitted, six (6) copies of the Draft Declaration of Covenants and Restrictions, including the preliminary plat prepared by Thomas K. Wicks, L.S., and Thomas E. Murray, P.E., dated July 11, 2007 and last revised January 29, 2009; and WHEREAS, on May 11, 2009, a Preliminary Public Hearing was held and the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, as lead agency, granted a Negative Declaration for the proposed action; and WHEREAS, on August 4, 2009, the Southold Town Planning Board referred the application as a combined referral in connection to a site plan application for Lot 1 pursuant to Southold Town Code §280-131 C. & §240-12, distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, NYS Office of Parks, Recreation and Historic Preservation, NYS DOT & the Mattituck Fire Commissioners; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, the N.Y.S. Depafiment of Transportation granted approval of the proposed access to the site in a letter dated August 4, 2008; and WHEREAS, on September 14, 2009, comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on December 4, 2009, the Town of Southold LWRP Coordinator reviewed the above-referenced project and had recommended the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on January 12, 2010, the Southold Town Planning Board granted Conditional Preliminary Plat Approval upon the map entitled "Standard Subdivision of Chase Bank, Mattituck", dated July 11,2008 and last revised January 26, 2009, prepared by Thomas K. Wicks, L.S., and Thomas E. Murray, P.E.; and WHEREAS, on January 25, 2010, the Southold Town Planning Board reviewed and approved the draft Covenants & Restrictions for the subdivision; and WHEREAS, on January 29, 2010, an application for Final Plat Approval was submitted, including copies of the final map prepared by Thomas K. Wicks, L.S., and Thomas E. Murray, P.E., dated July 11, 2008 and last revised January 26, 2010; and WHEREAS, on January 29, 2010, a Letter of Water Availability was submitted to the Planning Department; and Chase Bank, Mattituck Pa,qe Three May 4, 2010 WHEREAS, on April 23, 2010, the applicant submitted a Suffolk County Department of Health Services approved map recorded on Liber 12622 & Page 548; and WHEREAS, on April 27, 2010 the applicant submitted a Performance Guarantee Bond in the amount of $35,400 that was reviewed and approved by the Town Engineer; and WHEREAS, on April 29, 2010 the applicant submitted a Letter of Credit in the amount of $35,400 and the Administration Fee, pursuant to Town Code § 240-37, in the amount of $2,124; and WHEREAS, on April 30, 2010, the applicant submitted a recorded Declaration of Covenants on Liber 12623 & Page 552; and WHEREAS, the Southold Town Planning Board, pursuant to Section 240-24 of the Town Code, agreed to waive the Final Public Hearing on the basis that the maps submitted for Final Plat are'in substantial agreement with the approved Preliminary Plats; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that the action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program as outlined in a memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Final Approval on the Final Plat entitled "Standard Subdivision of Chase Bank, Mattituck", dated July 11, 2008 and last revised Februanj 21, 2010, prepared by Thomas K. Wicks, L.S., and Thomas E. Murray, P.E., and authorizes the Chairman to endorse the'Final Plat. Upon endorsement by the Chairman, the mylars and paper prints must be picked up at this office and filed in the Office of the Suffolk County Clerk. Any plat not so filed or recorded within sixty-two (62) days of the date of endorsement shall become null and void. This approval is valid for six (6) months from the date of the resolution unless an extension of time is requested by the applicant and approved by the Planning Board. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Ve.ry truly yours,, Martin H. Sidor Chairman CC: Town Engineer w/map Building Department w/map Assessors w/map PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J. WILCENSKI PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING Al)DP.I/SS: P.O. Box 1179 Southold, NY 11971 OFI~ICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 May 4, 2010 Jennifer Porter, Esq. c/o Gibbons, P.C. One Pennsylvania Plaza, 37~ Floor New York, NY 10019 Re; Final Approval: Proposed Bite Plan for Chase Bank, Mattituck Located approximately 120 feet east of Marlene Lane, on the south side of NYS Route 25, a.k.a.10300 NYS Route 25, Mattituck SCTM#1000-143-3-33.2 Zoning Districts: B & R-40 Dear Ms. Porter. The Southold Town Planning Board, at a meeting held on Monday, May 3, 2010, adopted the following resolutions: WHEREAS, this site plan is for the new construction of a 4,200 sq. f. bank with two drive- through bays ona Previously developed 112,647 sq. fl. (2.8 acre) parcel. This parcel is split- zoned General Business (B) and Residential-40 (R-40), and on May 3, 2010, was approved by the Planning Board to be subdivided into two lots. The site plan will be located entirely on proposed Lot 1 (49,262.82 sq. ft.) in the B Zone portion of the lot. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck, SCTM~1000-143-3-33.2; and WHEREAS, an application for a site plan was submitted on March 28, 2008, including a site plan prepared by John Sorrenti, R.A., and Thomas E. Murray, P.E., dated December 17, 2007; and WHEREAS, on April 14, 2008, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the state Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, the N.Y.S. Department of Transportation granted approval of the proposed access to the site in a letter dated August 4, 2008; and WHEREAS, the Office of the Southold Town Engineer, on December 5, 2008, provided comments to the Planning Board on the proposed access to the site; and Chase Bank, Mattituck Paoa Two May 4. 2010 WHEREAS, on August 4, 2009, the Southold Town Planning Board referred the application as a combined referral in connection to the standard subdivision application pursuant to Southold Town Code §280-131 C. & §240-12 and distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, NYS Department of Transportation, NYS Office of Parks, Recreation and Histodc Preservation, & the Mattituck Fire Commissioners; and WHEREAS, on August 4, 2009, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the Suffolk County Planning Commission; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on September 14, 2009, comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on November 10, 2009, the applicant submitted a Traffic Impact Analysis in connection with the site plan that concluded that the traffic impact of the proposed Chase Bank with Drive-Thru Service would be minimal and that the site had been designed to provide adequate on-site parking and queuing accommodations; and WHEREAS, on December 7, 2009, the Planning Board reviewed the Traffic Impact Analysis submitted and accepted the analysis as being adequate; and WHEREAS, on December 7, 2009, the Town of Southold LWRP Coordinator reviewed the above-referenced project and had recommended the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on December 14, 2009, a public headng was held and closed; and WHEREAS, on December 14, 2009, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), made a determination of non-significance for this Unlisted Action and granted a Negative Declaration; and WHEREAS, on March 2, 2010, the Southold Town Planning Board provided comments to the Zoning Board of Appeals in support of a sign variance for the proposed ground sign as it was not a substantial relaxation of the Code and would have no adverse effect to surrounding properties; and WHEREAS, on April 21, 2010, the Suffolk County Department of Health Services issued a Permit (~::10- 09- 0012) and approved the project and stamped the map; and WHEREAS, on May 3, 2010, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as a retail bank is a permitted use in this Business Zoning District; and WHEREAS, on May 3, 2010, the Southold Town Planning Board approved a standard subdivision that created the lot for the proposed retail bank in the Business Zoning District; therefore, be it Chase Bank, Mattituck Paoe Three May 4, 2010 RESOLVED, that the Southold Town Planning Board has daterrnined that the action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program as outlined in a memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes,the Chairman to endorse the site plan entitled 'JP Morgan Chase Bank", prepared by John Sorrenti, R.A., and Thomas E. Murray, P.E., dated December 17, 2007, and last revised December 7, 2009. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in confom~ance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Ve~yours, Martin H. Sidor Chairman Encl. CC; Town Engineer w/map Building Dept. w/map PLANNING BOARD MEMBERS MART~N II. SIDOR Chair KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J, WILCENSKI December 3, 2010 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Jennifer M. Porter, Esq. Gibbons P.C. One Pennsylvania Plaza, 37th Floor New York, NY 10119 MAII,U~I(~ ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 795-1938 Fax: 631 765-3136 Re: Final Approval - Site plan for J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Porter: At your request, members of the Planning Board and staff completed an inspection for final approval on November 30, 2010 in connection with the above-mentioned site plan application. It was noted and discussed with you that the dumpster location was moved from the landscaped island behind the building to the rear s/w comer of the site. As such, the Planning Board agreed to the new location of the dumpster with enclosure and made the determination that all work done to date is in conformance with the approved site plan. However, it should be noted that final approval documentation for the work completed in the New York State right of way would need to be submitted prior to a Certificate of Occupancy being issued for the building. Any future requested change to the site plan should include a copy of the approved stamped site plan noting the location of the requested change. If you have any questions regarding the above, contact me anytime. Thank you. Sincerely, Kristy Winser Senior Planner Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer _ T0W~ OF' $0UIH0[O Tow___ n o__f Seuthold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A PROPERTY LO TION: S.C.T. ~' ~ '~'~' ~'~ STORM-WATER, GRADING DRAINAGE AND EROSION CONTROL pL~l District Section Block Lo~ CERTIFIED BY A DESIGN PROFESSIONAL I1~1 THE STATE OF NEW YORK, Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) 1 Will this Project Retain All Storm-Wa~er Run-Off Generated by a Two (2") Inch Rainfall on Site? ~/ r'~ (This item will include all run-off created by sile clearing and/or construction activities as well as all Site Improvements and the permanent creation o[ impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Ind ca ng S ze & Location9 ~/' r~ This Item shall include all Proposed Grade Changes and Slopes Contro ling Surface WaterFIowf "~ 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? -- 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of r~l Five Thousand (5,000) Square Feet of Ground Sudace? ~ -- 5 Is there a Natural Water Course Running through the Site? Is Ibis Project within the Trustees urisdicfion or witl~in One Hundred (100') feet of a We and or Beach? 6 oneWill thereHundredbe Site(100,)preparatiOnof Hofizontal°n ExistingDistance?Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to ~'~ ~__ 7 Wil~ Driveways, Parking Areas or other Impervious Sudaces be Sloped to Direct Storm-Water Run-Off into and or n the direction of a Town right-of-way? 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (lO0) Year Floodplain o any Watercourse? r~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! Yes No EXEMPTION: Ye~s N_~.o Does this project meet the minimum standards for classification as an Agricultural Projecl? k./~ Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT RequiredlX%,__ __ STATE OF NE'W YORK, / ,~ /_ . z , COUNTYF, 1 ~_OF"~ ....... SS (Name of individual signing Documen(} *.,d ....................... ............. ......................................................................... (Owner, Conlractor, Agent Corporate Officer, etc ) O~,ner and/or representative of Ihe Owner of Owner's, alld is (ltl))' authorized to perform or have performed the said work m~d to make m~d file this application; that all statements contained in this application are true to the best of his lmowledge and belied fl~at the work will be perfolmed in fl~e manner set ford~ in tim application filed hepewid~. Sworn to before me this; Notary Public: ........ Notap. y. ;~ul~i~l~t ~RleC H0 f[ ~ No 3~-4141154 .-Z~/.......i~i~,~;~;j;.;~.l~¢,~;;,.), ....................... .~ualified in Nassau / Suffnlk I~.nHnfi~ t,ommJss~on Exprres ~'~/~ / FORM - 06~07 ~ , ~ i~o. ,..,:, _~_~,~,.~TOWN OF SOUTHOLD PERTY RECORD CARD OWNER ..~.ORM ER OWNER ;TREET S VILLAGE DISTRICT SUB. ACREAGE TYPE OF BUILDING LOT I~S. c~/O SEAS. VL. FARM LAND IMP. TOTAL DATE COMM. J IND. CB. MISC. Est. Mkt. Value j REMARKS , 3 ~1oo NEW Form Tillable 1 Tillable 2 Tillable 3 Jl/~/D(~' Woodland Swampland Brushland House Plot Tota I BELOW ABOVE Value Per Acre Value I FRONTAGE ON ROAD M. Bldg. ExtenSion Extension Extension Breezeway Garage aa B. Basement Foundation ~ /3, Both Floors Ext. Wails Fire Place .~, ~.., Porch Patio Porch Driveway Dormer /~'~-~-~ Interior Finish / () ~ ( Heat '-~ '; Roof Type Rooms Ist Floor Rooms 2nd Floor BEC Electric, Znc. 2 Rizkin Place Island Park, New York 11558 Tel (516) 889-0885/Fax: (516) 889-2121 Borrelli3(~optonline.net To: Roger Richert Fax: 631-765-9502 From: Nicole Borrelli Date: 7/27/10 Re: Chase Mattituck Permit Pages: 3 (including cover) Plr. Richert, Please be advised that we will no longer be the electrician performing the work on the Chase Bank located at 10300 Plain Road Plattituck, NY, filing under permit # 35614. Please cancel our permit application immediately for this project, there will be another electrician submitting a new application for the work. If you have any questions or require additional information, please do not hesitate to contact me at 516-889-0885. Thank you for your assistance in this matter. Sincerely, Nicole Borrelli cOPY July 27, 2010 Town of Southold Town Clerk PO Box 1179 Southold, NY 11971 ~ BEC Electric Inc. 2 Rizkin Place Island Park, NY 11558 ~ ¥ Tel: (516) 889-0885 Fax: (516) 889-211 Borrelli3@optonline.net To Whom it May Concern: On July 9, 2010 (via mail) BEC Electric, Inc. filed permit applications as the electrical contractor on a JP Morgan Chase bank located at 10300 Main Road in Mattituck, NY. Our $387.00 permit fee (check #1647) was processed on 7/19/10. As of July 22, 2010, we are no longer the electrician on this project due to circumstances beyond our control. I notified Mr. Roger Richert via fax and a follow up call to the Building Department on July 27, 2010 cancelling my permit application and advised them that another electrician will now be filing for this project. I respectfully request a refund of our $387.00 permit fee, since we will no longer be responsible for this project and the new electrician will be submitting their own fee. Thank you for your assistance in this matter. Sincerely, Nicole Borrelli BEC Electric, Inc. Attachments 00-11-10;14:52 ; 1516~892121 ; # 1/ 2 P.O. ~ 1179 ~u~hold, NY 11 g? 1-0959 Telcphon~ (63 i) 7C~-180~ maer.richertgt~J~)lo~o~§.ny.u$ REQUESTED BY: Company Name: Name: License No,: Address: Phone No.: Date: (0' o2 3 . /,_/ JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street:. *Phone No.: Permit No.: Tax Map District: / --1000 Se n: /LJ. 3 Block: *BRIEF DESCRIPTION OF WORK (Pleaae Print Cleady) Lot: (Plem~e Clmle All That Apply) *la job ready for inepeotion: YES / *Do you need a Temp Certificate: (~/NO Temp In~rmati~ (If needed]. .... *Service Size: I Pha~e (.~Phase./ 100 150 200 *New Sen/ice: Re-connecl ~'-dergmun~ Number of Meters Rough In Final 300 350 Change of Service Overhead Additional Information: PAYMEN'[,,DUE WITH APPLICATION Form Town Hail Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765--1802 ro,q e r. richer t dt~w(6n3!s) o76u~1~o~(~, n y. u s REQUESTED BY: Company Name: Name: License No.: BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATI~3~ FOR ELECTRICAL INSPECTION ,,.)o~,~ ~,,,~OrXty.~nl-/ Dat~ Address: I JOBSITE INFORMATION: d qui tion) *Name: *Address: (0~ ~ ~. /~,~, ~Y /1~ *Cross Street: *Phone No.: Pe~it No.: lax Map Distfi~: ~000 Section: *BRIEF DESCRIPTION OF WORK (Please P , Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/~?~, Rough In *Do you need a Tamp Certificate: YES/~ Tamp Information (If needed] / ' *Service Size: 1 Phase 3F/ 100 150 200 300 350 400 *New Service: Re-connect Uno~rground Number of Meters Change of Service Additional Information: / PAYMENT DUE WITH APPLICATION Final Other Overhead 82-Request for Inspection Form 07-26-10;12:54 ; 5675997 ; # 2/ 2 To~ Holi Annex 5~375 Main Ro~d P-O- Box I 17!~ ~ouihold, NY 11~71-0959 l'clcphonc (~1) 765-1802 ~ (681) 7 5 BUll .DING DEPARTMENT TOWN OF 8OLrrHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No_: Address: Phone No.: Date: '7-7-(~-tO JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: Lot: *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) t,4e.vJ (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp InfOrmation (If needed] · *'Service Size: 1 Phase ~Phas~ 100 *New Service: Re-con nect ~n"~erg rou~ Additional Information: YES/I~ (~/NO Rough In Final 150 200 300 350 ~ Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request fOr In~oecflon Form JRS ARCHITECT, P.C. architecture interior design management June 3,2010 Mr. Michael J. Verity Chief Building Inspector Town of Southold 54375 Route 25 PO Box 1179 Southold, New York 11971 JUN BLDG DEPT. TOW~J OF SDUTHOLD Re: JP Morgan Chase New Branch Bank 10300 Main Road Mattituck, NY 11952 JRS Project No. 07200 Dear Mr. Verity: Pursuant to our telephone conversation on Friday, May 30, 2010, the information contained within this communication should help to clarify the items we spoke about. · Fire Extinguishers We are proposing three (3) fire extinguishers in cabinets adjacent to the front entry, rear emergency exit, and between the teller line and ABCM spaces (refer to Drawing A1.01 and A1.03) · Truss Signage Truss signage is indicated at front entry and rear exit doors. (refer to elevations on Drawing A2.01 and A2..02) Detail of sign is shown on Sheet A3.02. · Window Question Windows are to be Marvin Storm Plus and designed to comply with the requirements of Wind Zone 3 / Missile Test "D" as called out on the Window Schedule on Sheet A6.01 · Occupancy Type"B" Business Refer to Drawing TS-1 · Construction Classification is Type II-B Refer to Drawing TS-1 JRS ARCHITECT, P.C. architecture interior design management June 3, 2010 Mr. Michael J. Verity Town of Southold Re: JP Morgan Chase New Branch Bank 10300 Main Road Mattituck, NY 11952 JRS Project No. 07200 · Occupant Load Required 1 per 100 sf of gross floor area 4,253 sf / 100 sf = 43 occupants · Plumbing Requirements Occupancy type is B-Business occupancy as shown on Drawing TS-1 Construction Classification is Type II-B as shown on Drawing TS-1 Occupant load required is 1 per 100 sf of gross floor area. 4,253 sf / 100 sf per occupant = 43 occupants Required Plumbing fixtures are as follows: Water Closets: Required: 1 per 25 for the first 50 occupants. 43 occupants will require 2 water closets. Provided: 2 Water Closets are provided. (Drawings A1.01 & P1.02) Lavatories: Required: Provided: 1 per 50 for the first 50 occupants. 43 occupants require 1 lavatory. 2 lavatories are provided. (Drawings A1.01 & P1.02) Drinking Fountains: Required: Provided: Service sink: Required: Provided: 1 per 100 occupants. 43 occupants require 1 drinking fountain. 2 drinking fountains. (Drawings A1.01 & P1.02) 1 service sink required. 1 service sink provided. (Drawings A1.01 & P1.02) · Allowable Height and Building Area Max allowed: 4-story 55 ft high 23,000 sf Proposed: 1-story 28 ft high 4,253 sf · Interior Finishes See attached information on flame spread and smoke ratings JRS ARCHITECT, P.C. architecture interior design management June 3, 2010 Mr. Michael J. Verity Town of Southold Re: JP Morgan Chase New Branch Bank 10300 Main Road Mattituck, NY 11952 JRS project No. 07200 Please refer to the attached products reports and specifications for additional information. If you have any further questions, please contact my office. Sincerely, Kenneth R. Garvin, AIA Architect / Associate KRG:dlc Attachments Electronix Systems Central Station Alarms Inc. August 30, 2010 To Whom It May Concern: The attached plans are just for installation of the Fire Alarm Equipment only. We are not the Central Station Monitoring Company. An application has been sent to the owner and shall be filled out by the monitoring company. Please contact me if there are any Fire Alarm Plan submittal fees. T~;tk you for your time. -5-.'/,~-~-- -- ~,- 'Lauren Capek Sales Assistant 1555 New York Ave. Huntington Station, N.Y. 11746 (631) 271-4000 Fax (631) 424-8510 North Fork - Tel. (631) 734-5511 · South Fork - Tel. (631) 324-0200 Approved & Listed by UL/FM/NYC Fire Dept., & ISO www.electronixsystems.com QUALITY CONTROL LAB( 25-26 50TM STREET WOODSIDE~ NY 11377 DATE: August 26, 2010 TO: A.J.S. PROJECT MANAGEMENT, INC. 149 5th Ave., Suite 1103 New York, NY 10010 BIDG DEPl. RA,~,40~oL~Tu~_ _. 1 tJIKII~ lalal./. TEL: (718) 545-6064 qaqclabs~yahoo.com FAX:(718) 545-6074 FAX / TRANSMITTAL · ..... TRANSMI'I-I'AL NO: I ........ FAX NO: TOTAL PAGES: 6 Including cover FROM: Edgar Cimafranca ATTN: Teresa Tomita / Edward J. Caffrey RE: JP MORGAN CHASE NEW BRANCH BANK 10300 MAIN ROAD, MATTITICK NY 11952 Pa~esN°'°f ~- Date 'I I See Report . Modified Laboratory. Compaction Test of Soil # I 2 See Reports Report of Concrete Inspection and Testing # I & 2 : 2 ' See Repons ' Field Reinforcing Steel Inspection Report # 1 & 2 Remark REMARK: Please see attached reports for your use/review. Thank you for the business. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, WOODSIDE, NY 11377 MODIFIED LABORATORY COMPACTION TEST OF SOIL (ASTM D-1557} CLIENT: AJS Project Management PROJECT: JP Morgan Chase New Branch Bank ADDRESS: 10300 Main Road, Mat~ituck, NY 11952 SAMPLE LOCATION: £xisting soil L~ su b-grade of wail footing SOIL DESCRIPTION: Ught-brown SAND little Silt trace m-f Gravel. DATE SAMPLED: 07/06/10 DATE TESTED: 07/07/10 SAMPLED BY: lan Omafranca SAMPLE No: REPORT No: i TEST METHOD: ASTM DI557 PROCEDURE C, 6" DIAMETER MOLD, -3/4 MATERIAL. tRIAL NO. 1 2 3 4 5 6 Weight of Compacted Soil + Mold. l,bs 15.14 15.5 15.63 15.56 Weight &Empty Mold, Lbs 6. I 6.1 6.1 6.1 Volmne of Mold, Cu. Ft. 0.075 0.075 0.075 0.075 Weight &Compacted Soil. Lbs 9.04 9.4 9.53 9.46 Net Density, Lbs/Cu. Ft. 120.53 125.33 127.07 126.13 3fy Density, l,bs/Cu. Ft. 113.73 115.79 115.15 112.37 MOISTURE CONTENT DETERMINATION [RIAL NO: I 2 3 4 dolsture Pan Number P4 M3 P11 PI2 ~/eight of Empty Pan, Grams 163.69 138.49 149.49 99.48 Weight of Pan + Wet Soil 595.78 618.99 648.1 588.59 Weight of Pan * Dry SOil, Grams 571.4 582.4 601.33 535.2 I Moisture, Loss, Grams 24.38 36.59 46.77 53.38 Yeight of Dry SOil, Grams 407.71 443.91 451.84 435.73 Mositure Content % 5.98 8.24 10.35 12.25 116,50 12.25, 1 J:2,37 Maximum Dry Unit Weight: Optimum Water Content: 115.9 8.80% E. R. Cimafranca TESTED BY : QUALITY CONTROL )RIES, LLC. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL.' (718) 545-6064 WOODSIDE, ~ ! ? 77 FAX: (718) 545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD MATTITUCK, NEW YORK 11952 CONTRACTOR: A. ULIANO & SON / TRECK S1TE DEV BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN CONCRETE PRODUCER: NICOLIA READY MIX DATE: July 27, 2010 WEATHER: Sunny 90°F PROJECT ID: REPORT NO: I TIME OUT: Design Mix Mix # 1 Lbs/Cu. Yard Design Wt (Lbs) Batch Wt (Lbs) Class (PSI) 3500 PSI NORMAl, WEIGHT Cement 451 _F!>, Asb I 13 Fine A~re£ate Water (Gal.) 30.5 Admix. #1 Ioz) 6.0 Admix. g2 (oz) 31.0 Designed Air, % UnR Weight, Pcf Mix # 2 Source, Brand or Supplier of Material Design wt (Lbs) i Batch Wt I Mix Design By: All Island Testing Assoc.  L._H.~olcem Type I/I1, ASTM C150 ' ! Pro Ash t~.De F, ASTM C618 I~L?~$ Island Natural Sand, ASTM C33 i Wallingford, ASTM C33 ,~ ........... Cit~ Water, Potable MBVR, Masterbuilder. ASTM C260 Glenium 7500, Masterbuilder, ASTM C490 5.5 146.6 1390 TOTAL CUB C YARDS ] 33.0 Cu. ~ ards REQUIRED COMPRESSIVE STRENGHT _POURED ~ AT 28 DAYS: 3500 PSI Aggregate Percent Passing Sieve Size (Inches) Moisture I Fineness Gradation Test I____. Content I Modulus Fine A~r~ate J ~ / ~ I ~ ..... ~ ~ ..... - _~l _~ CONCRETE FIELD INSPECTION FIFA,D INSPECTOR: Oscar Yu DATE: July' 27, 2010 TIME IN: 7:30 AM LOCATION OF POUR: Exterior wall footing of the proposed new Chase Bank Building - Matfituek Branch. ALL TEST WERE PERFORMED IN ACCORDANCE TH ASTM ~ 1064, C 143, C231/C 173, C 138, C39 ~ CONCRETE TEST CYLINDERS AiR, UNIT TYPE OF CROSS % WE GHT FRACTURE SECT ~ PCF AREA, TIME OUT: 1 I:00 AM TEST SPECIMEN 4" DIAMETER BY 8" LENGTH AREA: 12,57 SQ. IN. UNLESS NOTED 63475 62939 .................... OSCAR..¥~.£ACI 00068227) PLANT INSPECTOR ACI CONCRETE FIELD TECIIN. lan C. ~{. ACI: 00045475) ACI CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK S1TE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: T1ME IN: CONCRETE PRODUCER: NICOLIA READY MIX I Design Mix Mix # ? Mix # 2 I Lbs/Cu. Yard Design Wt (Lbs) Batch Wt (Lbs } ~: t)cstgn Wt~l.bs 1 Class (PSI) 3500 PSI NORMAL WEIGHT ~Fine Agere~ate ~ I390 ~ _Co~se A~. 1750 Water {Gal.) 30.5 Admix.' ~ I (oz) ~- Designed Slump, Inches 6 +/- 1" Unit Weight, Pcf 146.6 TOT~ CUBIC YARDS 33 Cu. Yards POURED DATE: August 02, 2010 WEATHER: Sunny g5°F PROJECT ID: REPORT NO: 2 TIME OUT: Source, Brand or Supplier of Material { Batch Wt (Lbs) ~ Mix DesiRn B_Y: All Island I'esting Assoc. 'C 5 C. 7 20 i ' i5e .................... .... T ~ Wallineford, ASTMC~ [~ Water, Foible [ MBVR, M~terbuilder, ASTM C260 [ Glenmm 7500, M~terbudder, ASTM COO REQUIRED COMPRESSIVE STRENGHT ! AT 2__ ~ R6~S: 4000 PSI Aggregate Percent Passing Sieve Size (Inches) } Moisture Gradation Test Content CONCRETE FIELD INSPECTION FIELD iNSPECTOR: Feditito Lira DATE: August 02, 2010 TIME IN: 6:30 AM LOCATION OF POUR: Foundation wall located IFineness Modulus TIME OUT: 3:00 PM AI.L TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064, CI43, C231/C173, CI38, C39 4" DIAMETER BY 8" LENGTH AREA: 1257 SQ IN UNLESS NOTED I PCF AREA. I 2450 -] Fail Remark: Fedilito Lim (ACi: 01077961) Ion C. ( ACI: 0004 PLANT INSPECTOR ACI CONCRETE FIELD TECIIN. AC1 CONCRETE STRENGTH TECH QUALITY CON'FROL LABORAT~R~I~'/~Lc QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 FIELD REINFORCING STEEL INSPECTION REPORT CL1ENT: AJS PROJECT MANAGEMENT DATE: July 26, 2010 PROJECT:JP MORGAN CHASE BANK WEATHER: Sunny ADDRESS: 10300 MAIN ROAD, MATTITUCK, NY SUB-CONT:E. VINCENT CONSTR./VLIANO CONSTR. ARCHITECT/ENGINEER: SAVIK & MURRAY, LLP. /KOUTSOUBIS ALONSO ASSOCIATES SPECIFICATION: PROJECT SPEC. / DRWG. NOTES REPORT NO: 1 Location of lnspectlon: Footing/Wall Reinforcement Perimeter of the Building. Referenced Drawing: CB-01_FW1 - AAN (7/19/10), CB01_F'I - AAN (7/19/10) CB01 FW2-AAN(7/19/10), CB01 PI-RR(7/19/10) CB01 FW3 - RR (7/19/10), SI.01 - 8.01 INSPECTOR: lan Cimafranca TIME IN: 8:00 AM OUT: CB01 SI APP(7/19/10) Description of Work: 1. 2' X 15" Footing (5~4 with #4 ~ 12" O.C.) #4 Dowels "Hook" Bars spaced at 6" O.C.E.F. 5#4 Horizontal E.F. with Splice min. 2'-6".(See photo I-4) 2. Pier Footing 4' x 4' x 15" (5#5 E.W) #4 Dowels "Hook" Bars spaced at 6" O.C.E.F. 594 Horizontal E.F. with Splice min. 2'-6" (See photo 1-4), 3. Pier Columns 6#5 Vertical with #3 ties & Cross Links. (See Photo 1-4) 4. Foundation Wall 1 11 of the buildings, Rebar installation satisfactoril~ Photo #1 Photo #2 Photo #3 Photo #4 lan Cimaffanca (ACI 2: 00045475~. Inspector Quality Control Laboratories, LLC. QUALITY cONTRoL LABORATORIES, 25-26 50TM STREET TEL: (718) $45-6064 WOODSIDE, NY } 1377 FAX: (718) 545-6074 FIELD REINFORCING STEEL INSPECTION REPORT CLIENT: AJS PROJECT MANAGEMENT PROJECT:JP MORGAN CHASE BANK ADDRESS: 10300 MAIN ROAD, MATTITUCK, NY SUB-CONT:E. VINCENT CONSTR./VLIANO CONSTR. ARCHITECT/ENGINEER: SAVIK & MURRAY, LLP. /KOUTSOUBIS ALONSO ASSOCIATES SPECIFICATION: PROJECT SPEC. / DRWG. NOTES DATE: August 02, 2010 WEATHER: Sunny INSPECTOR: lan Cimafranca TIME IN: 8:00AM OUT: II:30AM REPORT NO: 2 Location of Inspection: Foundation Wall Reinforcement ~ Perimeter of proposed New Chase Bank Building. Referenced Drawing: CB-01 FW1 - AAN (7/19/10), CB01_FI - AAN (7/19/10) SI.01-8.01 CB01~W2 - AAN (7/19/10), CB01_P1 RR (7/19/10) CB01_FW3 - RR (7/I 9/10), CB01 SI - APP (7/19/10) Description of Work: I. Inspection reveals 12" thick foundation wall with 2 layers of reinforcing vertical & horizontal at inside and outside face was installed per approved shop drawing. See attached drawing//1 2. Required reinforcing of Column Piers, 6#5 Vertical with #3 ties & Cross Links and anchor bolt embedment's were, see Photo #2. 3. Formwork and reinforcing of foundation walls and piers in general conlbrmance with contract and shop drawing and ready for concrete pour. Photo #1 Inn Cirnafranca (ACI 2: 00045475) Inspector Quality Control Laboratories, LLC. KEY MAP SCALE: 1"=500' .- PROJECT LOCATION "ALL UTILITIES WILL BE INSTALLED UNDERGROUND IN ACCORDANCE WITH PUBLIC SERVICE COMMISSION REGULATIONS" MUNICIPAL TESTING LABORATORY, INC. 102 NEW SOUTH ROAD, HICKSVILLE NEW YORK, 11801 (516) 938 5107 DATE OF BORING 01/14/08 EL, 17.00 0 5~ WATER ELEV: ±3.50 15'- 25"-- 28"-- LIGHT BROWN, MEDIUM TO COARSE SAND, TRACE GRAVEL, FEW SILTS ANO ORGANICS (TOP FOOT)(SP SM) LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL (SP) LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL (BP) LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL (SP) LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL (BP) DEPTH TO WATER: 13,5 TEST HOLE N.T,S, LOT AREA: LOT 1 = 49,262.82 S.F, / 1.131 AC. LOT 2 = 53,480.41 S.F / 1,457 AC, (54,842.68 S.F/ 1,259 A.C W/O FLAG PORTION) TOTAL AREA = 112,743.23 / 2.588 AC. SETBACK REQUIREMENTS ZONE B - LOT 1 ZONE R-40 - LOT 2 ITEM REQURED PROVIDED REQURED PROVIDED LOT SiZE 30,000 S.F. 49,262.82 S.F, ¢0,000 S.F, 63,480,41 S.F. LOT WIDTH 150' 155,56' 150' 193.19' LOT DEPTH 150' 310,59' 175' 259,23' FRONT YARD 44,86' 86,7' 50' 50' DOE YARD 25' 25' 15' 15' REAR YARD 35' 14Y 50' 50' LANDSCAPE AREA 35% 40% N/A N/A LANDSCAPE BUFFER 25' VAR, N/A N/A LOT COVERAGE 30% 8,53% 20% T,B,D, * SEE SECTION 2BO-50B REGARDING FRONTYARD SETBACK MEETING THE AVERAGE OF ADJACENT PROPERTIES, DRAINAGE CALCULATIONS: LOT 2, (OOMPUTED FOR LOT 2 DRIVEWAY PORTION ONLY) 25' X 280' = 7,000 S,F, X 3 + 12 X 0.8 + 68,42 = 20.46 VF OF 10¥ BASIN REQUIRED PROVIDE 2-10' DEEP, 10'¢ LEACHING BASIN AT ENTRANCE TO DRVEWAY PERMISSIBLE CLEARING ON LOT 2 IS RESTRICTED TO 35% IN ACCORDANCE WITH SECTION 240-49 OF TOWN CODE, z ROUND FRAME AND QRATE CAMPBELL FOUNDRY MODEL 118HA, OR EQUAL, 1Z' cPP (TYP, BETWEEN BASINS) UNLESS OTHERWISE NOTED kl ==11 == --I, I--4" UIN, SECTION CONCRETE SEE CIVIL NOTES, THIS SHEET CURB/PAVEMENT SECTION EXISTING WATER VAIN EXISTING FIRE HYDRANT- I" WATER SERVICE / ~ROPOSED 1-1/2" .~ ~- /145 3 3 WATER SERVICE LAND NOW OR FORMERLY OF \ ROB ROY REALTY \ ~,~"~ RESTAURANT / PUBLIC WATER EXISTING WATER SERVICE , ~ ZONE, B TO BE ABAONDONED ~ \ EXISTING ,¢_ S2ff36'00"W PROPOSED 10'¢ X 10' DEEP \ ~x 41.63' LEACHING BASINS ~.~ ,' '--15--A ---J~ ...... - ~ · PROPOSED 10'¢ X 10' DEEP \\\ J,.~// 4 .... ! LEACHING BASINS EXISTING RESIDENCE TO BE ABANDONED 143-3-1 LAND NOW OF~ FORMERLY OF ROBERT A. CELIC RETAIL / PUBLIC WATER ZONE' B ABANDON EXISTING 49,262.82 S.F. 1.131 ACRES ,' 143-3-33.3 LAND NOW OR FORMERLY OF\ JODY PUMILLO DWELLING / PUBLIC WATER ZONE- B APPROVED BY PLANNING BOARD RIC ENVELOPE TRANSITION BUFFER 35~ PROPOSED I~ WAT[ S 66"16'00" W 153.70' N 66'16'00" E 153.70' 143~3-31 FND ON LINE-- PIN A CAP FND, ON LINE ~0 OF ROSE JBLIC WATER t-40 143~3-29 NOW OR OF I ZAHRA & MARl :AHRA /ELLING / PUBLIC I ZONE', R-40 50' JLOT 2J 63,480.41 S.F. / 1.¢57 ACRES //,~ CLBARING OMITS 50' 71'22'10" E /~-FR SHED S 71'22'10" W 266.30' 143-3-14 LAND NOW OR FORMERLY OF GERALD FLAMM & IONA B. FLAMM, DWELLING / PUBLIC WATER ZONE: R-40 143-3-10 LAND NOW OR FORMERLY OF JOSEPH FASZKEWSKI, JR. DWELLING / PUBLIC WATER ZONE: R-40 143 3 11 LAND NOW OR FORMERLY OF CHRISTOPHER STEINHARDT DWELLING / PUBLIC WATER ZONE: R 40 143-3-12 LAND NOW OR FORMERLY OF DALE D, MOYER, STACY L, WAGNER-MOYER DWELLING / PUBLIC WATER ZONE: R 40 79.80' ~ CODE, 143 3-13 LAND NOW OR FORMERLY OF JENICE L. MALECKI DWELLING / PUBLIC WATER ZONE: R-40 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES HAUPPAUGE, NEW YORK THIS IS TO CERTIFY THAT TPROP SED REAL1'f SUBDIVISION OR DEVELOPMENT POP ,N TBE APPROVED ON THE ABOVE DATE WATER SUPPLIES AND SEWAGE DISPOSAL FACILITIES MUST COMFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS, THIS APPROVAL SHALL BE VALID ONLY IF THE REAL~ SUBDIVISION/DEVELOPMENT MAP IS DULY FILED WITH THE COUNI~ CLERK WITHIN ONE YEAR OF THIS DATE CONSENT IS HEREBY GIVEN FOR THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE COUNIY CLERK IN ACCORDANCE WITH PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUN~ SANITARY CODE, - DIRECTOR, DIVISION OF ENVIRONMENTAL QUALITf h5' MIN. IO'~N , MIN'"~ET IHOUSE .I TYIPICAL PLOT PLAN - RESIDENTIAL N.T,S. SEAL PROPERTY INFORMATION SUFFOLK COUNP¢ TAX MAP NUMBER: DISTRIC: 1000 SECTION: 143 BLOCK: 3 LOT: 33,2 ADDRESS: 10300 MAIN ROAD (N.Y.S. RT. 25) MATTITUCK, N,Y 11952 OWNER: UNEXCELLED, LLC 530 EASTWOOD DRIVE CUTCHOGUE, NY 11935 APPLICANT; JOHN SORRENTI, JRS ARCHITECT, P,C, 181 EAST JERICHO TURNPIKE MINEOLA, NY 11501-2032 SCHOOL DISTRICT: MATTITUCK FIRE DISTRICT: MAT'ITUCK ZONING DISTRICT; B AND R-40 OVERALL AREA: 112,743.23 SF / 2.588 ACRES ELEVATIONS REFERENCE SUFFOLK COUNTY TOPO MAPS ALLOWABLE SANIIARY FLOW GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SITE: 600 GPO/ACRE (600 GPD/ACRE) X (2.588 ACRES) = 1,552 GPD PROPOSED FLOW FOR LOT 2 (RESIDENTIAL LOT) - 600 GPD BALANCE OF FLOW AVAILABLE FOR LOT 1 (BUSINESS LOT) = 952 GPD NOTES: 1 EXISTING RESIDENCE TO BE REMOVED 2, EXISTING SANITARY SYSTEM TO BE PROPERI~f ABANDONED 3. EXISTING WATER SERVICE TO BE CUT AND CAPPED 4. LOT 1 IS FOR COMMERCIAL USE ONLY 5. LOT 2 IS FOR RESIDENTIAL USE ONLY, 6, NO WELLS WITHIN 150' OF PROPERTY THIS IS TO CERTIFY THE SUBDIVISION PLAN HAS BEEN APPROVED BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION OF APPROVAL DATED , BY: CHAIRMAN PLANNING BOARD MAIN W-~j-~ W -W ~ £0/~~ t-- , I lO'(~t I LP 10' MiN,'-~% ~ MIM, MIN. COMMERCIAL BUILDING TYPICAL PLOT PLAN COMMERCIAL N.T,S, 40 0 20 40 80 ( IN FEET ) linch= 49 ft. "1 HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS COMPLETED MAY 2008 BY MICHAEL K. WICKS, LAND SU THAT ALL CONCRETE MONUMENTS SHOWN THUS: I~ HEREON, POSITIONS ARE CORRECTLY SHOWN AND ALL DETAILS ARE CORRECT, MICHAEL K. WICKS, L.S. LIC # 050390 "1 HEREBY CERTIFY THAT THE WATER DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION, BASED UPON A CAREFUL JGH STUDY OF THE SOIL, SITE AND GROUNDWATER CONFORM TO THE SUFFOLK CONSTRUCTION STANDARDS IN THOMAS E. MURRAY, P,E, LIC "A DECLARATION OF COVENANTS AND RESTRICTIONS HAS BEEN FILED IN THE ;UFFOLK COUN1¥ CLERK WHICH AFFECTS THE LOTS SHOWN ON THIS MAP, THE CONVENANTS AND RESTRICTIONS CONTAINED IN THAT DECLARATION IS BINDING UPON ALL LOT OWNERS AND, WHERE A CONFLICT EXISTS, ARE CONTROLLING OVER THE STATEMENTS MADE ON THE FACE OF THIS MAP AND OVER ALL LESS RESTRICTIVE PROVISIONS OF THE TOWN'S ZONING LAWS" 2-21-10 PER SCDHS COMMENTS DATED 2-19-10 2-9-10 1-26-10 PER TOWN COMMENTS DATED 1-12-10 1-14-10 PER S.C,D.H.S. COMMENTS DATED 10-09-09 1-26-09 PER TOWN COMMENTS DATED 1-06.-09 DATE DESCRIPTION TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. MATTITUCK N.Y.6, LIC, # 50390 P.O. BOX 493 LINDENtlUP~T, NY 11757 G31 ,~74.0 J 56 ALTERED IN ANY MANNER EXCEPT AS PROVIDED UNDER SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW, STANDARD SUBDIVISION OF CHASE BANK, MATTITUCK ;AVIK& MURRAY, LLP1 CONSULTING ENGINEERS II 7-11-08 SHEET NO, ~CALE: AS NOTED 1 PROJECT NO,: 207100.01 OF CAD FILE: 207100.01 Subdivision RRE ~ ¢ CB R=95 ~ R=94.96 ABONDONEB WELL ~ ~ MAG NAIL ~J ELEV=IO0,O0 PARKING 72.9' EXISTING BUSINESS PIN & CAP FND. 0.3' WEST% 72.4' S 66'16'00" W UP/LP 22.0' 22.0' BLDG. FOUNDATION ELEV. = 98.12' ~,, S60'24'00"E ,, 13.53' w 153.71' II STA 4 MAG NAIL ELEV=92.82 L N71'os'oo"E 2-o.-oo-~ ?OU DA?[OS LOCATION SITUATE MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. S.C.T.M.#: 1000 143-03-P/0 33.2 SURVEYED: AUGUST 6, 2010 MICHAEL I~. WICKS, INC. LAND SURVEYING I~Y.S. LIC. # 50390 SCALE: SUEVEYED BY: DR~WN BY: SHEET: 1"=20' MS, & A,C. D,O, 1 OF 1 AS- BUILT SURV£¥ SITUA T£ MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. S.C.T.M.#: 1000 143-03-33.4 SURVEYED: NOVEMBER 17, 2010 TC 92.22' 6C TC 97.36' BC 96.83L SION e U~T BC 95.76' 20.63' ~ 29036'00" W ,~ ACCESS EASEMENT ~9 41.63' ~ .,~4;- s2~36,oo., ~ 16.00' TCB 96,62' TCB 9~.55' Om. OF 2) ,~. ,6.0~, 3. 5 3 ' ~3.7' 21.8' MAS. BLDG. CHASE BANK TC 97.44' -TO 99.11' TC 98.07' TC 99.53' 50°07'0 TC 97,72' TC 97.65' 185. 75' DEC - 7 2010 MZO~A~L K Ww_w~, INC. LAND SURVEYING N.Y$. LIC. # 50390 SCALE: SURVEYED BY: DRAWN BY. SHEET: AS BUILT SURVEY SITUATE MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. S. C. T. M... _ 1000 143-03-33 4 ./ SURVEYED: NOVEMBER 17, 2010 ,/'~A~ ~/ ~ , .~ ~ ~. POINT OF BEGINNING ,~ [ ~.' 0 /~/ POINT OF BEGINNING (ACCESS TO 95,23' N 12.55'  BASIN .~. -- JTILITY EASEMENT TOB 96,62' To,,,.55' ~.oF2) S 60°24'00'' E ~To ,8.80' 13.53' 1 STORY MAS. BLDG, CHASE BANK 4253.0 S.F, FLOOR AREA ~TO100,41' BC 98.97' BC 99.90' TC 99.53' TO 10D.73' BC 98.84' ~ "~ $~,P~IC BC 9~,70'~ I BONe, CUR5 TO 98,2T M.H. CONC, CURB ac 97.73j 8c 97.11 'j TC 97,98' BC R7.82'-\, CONO, CURB LOT AREA 49,262.82 1.131 ACRES. S 50°07'0'' W SERVICE ~SEMENT FOR LOT 1000-143-3-33.3 TCB 97.85' 10.00' 153.70' MZCHAZt K W~c~rs, INC. LAND SURVEYINC N..Y.S. LIC. # 50390 200 BELLE VIEF AVEi~JE. SCALE: SURVEYED BY: DP~AWN BY: SHEET: November 3,2010 Edward Caffrey AlS Project Management, lnc 149 Fifth Ave 11th Floor New York, NY 10010 1 Aegis Metal Framing - , · 14515 North Outer Forty Road Suite 110 Chesterfield, Missouri 63017 Telephone: 866~902-3447 Fax: 314.434-5234 Bi I)G Rc: -Tress armlysis / loading for Chase Bank - Mattituck -Aegis job number: A 1186642-650 Edw~d, In reference to the design criteria and structural analysis for lhe above listed project, the referenced tresses have been analyzed to resist the applied loads shown on the individual engineering sheets. The tresses have been analyzed for Live and Dead Loads as noted, snow loads in accordance with ASCE 7-05, and wind loads in accordance with ASCE 7-05. If you have a)3y_qu;~t!0ns, please do not hesitate to call me at 314-851-2227. James P. I STEELE TRUSS COMPANY, INC. 118 TRADE ROAD PLATTSBURGH, NY 12901 QUALITY CONTROL AND ASSURANCE POLICY AND PROCEDURES FEBRUARY 21, 2005 1.0 Assessing ineomin~ steel and Check for defects in the steel 1.1 Check each bundle of steel when it's delivered 1.I.1 Each bundle of steel is unloaded with our cranes and straps to minimize and eliminate any potential for damages to the steel members. 1.1.2 Each bundle is visually inspected by a member of the unloading crew as it is unloaded into the unloading area in the back of our factory. 1.1.3 Once all the bundles have been unloaded from the truck, each bundle is inventoried and visually inspected again for any dents, holes, punctures, cracks, etc. 1.1.4 Once each bundle is taken apart for the cutting department, each piece is visually inspected by the operator who is responsible for cutting that particular piece of steel for that run. 1.1.5 Improperly shaped chords and web materials Materials that do not conform to the applicable ASTM geometric specifications and tolerance requirements will not be used. 1.1.6 Punctures, dents, dings, kinked, bent, twisted If the damage distorts any portion of the member, the factory supervisor is to immediately notify the factory manager. A portion of the damaged area may be removed and the remaining portion of the member used if adequate length remains in the member and there is no other damage. 2.0 1.1.7 Damages to coatings All material that comes in is a galvanized 60 rating. Scratches or surface abrasions that significantly damage the surface galvanization are not acceptable in our factory. The factory manager should be notified immediately and our steel supplier, AEGIS should be notified as well. 1.1.8 Check forrust Any red rust on the steel is not acceptable. Red rust at the end of a cut end member is acceptable. Red rust resulting from screw shavings is acceptable. Cutting 2.1 Cut to Length Quality Control 2.1.1 2.1.2 All members shall be cut to length in accordance with the truss design / engineered cut sheets that has been prepared by the designer. The members shall be cut within a tolerance of plus or minus 1/16". 2.1.3 2.1.4 2.1.5 Each member cut should be checked to the corresponding gauge on the truss drawing cut sheet. After cutting, the members should be stored neatly on wagons or in the designated staging areas of the factory. Each member shall be properly stored in the factory in a manner they will not be damaged. Each member is labeled in accordance to the engineered cut sheets. 3.0 Truss Fabrication 3.1 Assembly 3.1.1 The trusses are assembled in accordance to the truss design drawings / shop drawings that have been put together by the designer of the project. 3.1.2 Each chord and web member are checked by the truss builder/setup to the truss design drawings to ensure the proper size and gauge of steel. 3.1.3 Once the truss is setup on the table, the team leader checks over to make sure the size, gauge, and dimensions conform to the engineered truss design drawings. 3.1.4 Each truss is built within a 1/16" to the truss design drawings. The steel tables do not allow for any differential / tolerance between the trusses. In other words, each type truss is built to the same exact dimension. 3.1.5 Each joint in the truss is built in accordance to the truss truss fabrication drawings and the gusset plates are checked in accordance to size, and gauge. 3.1.6 The screw counts are labeled on the truss fabrication sheets. In fabrication, the screw counts are labeled next to each joint so the truss builder can properly see during fabrication. 3.1.7 Each truss builder checks over their screw counts when the truss is assembled. When each truss is complete the team leader check over the truss to make sure each joint is properly fastened together. 3.1.8 The screw counts and joints are checked again in the loading area when each truss is stacked. 3.2 3.3 Fasteners 3.2.1 Our factory uses the Grabber # 10 self tapping screw to assemble our trusses. The grabber screw meets all manufacturing requirements for our system. 3.2.1 Each screw has a rust inhibiting coating and is in compliance with the steel drawing. 3.2.2 Use of larger than specified self tap screw shall be permitted. 3.2.3 Screw fasteners shall penetrate individual members of connections without causing permanent separation between members. 3.2.4 Any screws not penetrating the steel properly or screws with screw heads sheared off are considered ineffective and do not count. Another screw will need to be put in place of that one. 3.2.5 Each screw shall extend through the steel so the head of r the screw is in contact with the attaching membe. Labeling 3.3.1 Each truss is labeled in the factory according to the truss design drawing. 3.3.2 Each truss is labeled with a permanent magic marker. 3.3.3 The labeling is checked again in the loading area when each truss is stacked and loaded. 3.3.4 The cutting, fabrication, and loading crew is each given a truss delivery sheet which lists each truss ~, quantity, and dimension. The quantities, number of trusses and labels are all checked during fabrication, loading and packaging. 4.0 Truss Packaging and Loading 4.1 Packaging 4.1.1 Generally we package our trusses in bundles often. Each bundle is packaged and stored in the loading area of our factory in a manner so they will not be damaged. 4.1.2 Each bundle is packaged with web material and screws at appropriate locations on the bundle. Once the bundle is packaged, the trusses do not come apart from each other 4.1.3 Many times the bundles are loaded directly on to our flatbed trailers. 4.1.4 Large trusses spanning over 60 feet in span generally are packaged in bundles of five. 4.2 Loading 4.2.1 Each bundle of trusses are loaded on to our flatbeds with cranes. Loads are secured according to DOT regulations on cargo securement to ensure safe transport. 4.2.2 There is a huge advantage to loading with cranes as opposed to fork lifts because the straps eliminate any changes of puncturing the steel with the forks on lifts. 4.2.3 Straps are generally placed at joint locations to prevent bending of chords; if not possible, web blocks are placed inside chords to stiffen that location for strapping. 5 T REP 8.22-32 e Jun 3 2010 Aegis Metal Framing Tue Nov 02 08:27:04 2010 Page 1 o~ o25 ~1~' 325USJO73xl 2 RS D T U E V F W G LOADING (psf) SPACING 4-0-0 C$1 DEFL (in) (loc) i/deft SCREW VALUE. (#t0-16T/3) SNOW, Pg 25.0 Code TC 0.61 Vert(LL) -0.17 K >999 0352431b 046 41gib TCLL Lr 30.0 IBC2006/AISI BC 0.60 Ved(TL) -0,29 K >736 0575131b 0735191b TCDL, D 10.0 WB 0.84 Horz(TL) 0,05 H n/a 097 5191b ~a~..BCLL, L 0.0 Min Length / LL deft = 360 ~::~DL, O 10.0 TOP CHORD 55 USD 046 50 *Except* N-O 60 USWD 035 50, G-H 362 USWD 035 50 BOT CHORD 55 USD 035 50 WEBS 362 USWD 035 50 BRACING TOPCHORD Sheathed A-G BOT CHORD 6-0-0 on center bracing N-H [PI REACTIONS (jr/size/material) N/0-6-0/WFB, H/0-4-0/UKN Max Down N=1756(LC No. 1-D+Lr), H=1756(LC NO. 1-D+Lr) Max Uplift N=-458(LC No. 8-0.6D+MWFRS 2E L), H=-514(LC No. 9-0.6D+MWFRS 2E R) FORCES (lb) Max. Compression Force TOP CHORD A-N=-1630, A-O=0, A-P=-3194, B-P=-3193, B-Q=-4939, C-O=-4935, C-R=-5359, R-S=-5355, D-S=-5354, D-T=-4625, T-U=-4622, E-U=-4621, E-V=-2870, F-V=-2866, F-W=-25, G-W=-22, G-H=-348 WEBS A-M=-861, B-M=-1285, B-L=-412, C-L=-637, C-K=-166, D-K=-112, D-J=-809, E-J=-99, Eq=-1952, F4=-150, F-H=-3185 NOTES 1 ) This truss has been designed for a 150.00 lb point load applied anywhere along member(s) A-G concurrent with snow and dead loads shown above. 2) This truss designed with ASCE 7-05 wind load as referenced by IBC2006. V = 120 mph, MWFRS Method, Building Classification II, h = 25,00 ft,, Exposure Category B, Enclosed Building, I = 1.00, KZ = 0.70, Kd = 0.85, Kzt = 1.00, IntariorRoof Zone, distance = 5.0 ff. 0.6 DL applied. The Left End Vertical and Right End Verllcal are exposed to Wind. Design Velccity Pressure, qh = 22.0 psf. Internal pressure coeff, GCpi = 0.18. 3) Horizontal load applied to this truss resulting from the staedard wind load, equal to 210 lbs, has been considered to be resisted by the diaphragm and/or other elements, the design of which shall be the responsibility of the Engineer of Record. Wind loads applied to the suppofting wall should be considered when designing truss to wall connections. 4) This truss has been designed for balanced and unbalanced snow load per ASCE 7-05 as referenced by IBC2006. Ps = 20.0 psf, Pg = 25.0 psf, I = 1.00, Ce = 1.0, Ct = l.g, Cs = 1.00. 5) Provide mechanical connection of truss to beedng plate capable of withstanding 458 lb uplift at joint N and 514 lb uplift at joint H. LOAD COMBINATION(S) D+Lr, D+S, D, 0.6D+W, D+0.75Lr+0.75W, D+0.75S+0,75W November 2,2010 ,~. WARNING- Verify design parameters and READ NOTES (Additie!~alnofeson backorat[a(hedsheet) Design valid for use o~ly with Aegis Ultra-Span ~se~ons. This design is based only upon parameters sho~wl, and is for an individual building component to be installed and loaded veracally. Applicability of design parameters and proPer incorp~'ation of component is the responsibility of the building designa' - not the truss designer. B~aPng shown is for reduc~on of buckling tength of web/chord members only. Additional permanent cross bracing or bracing of the overall structure is the responsibility ofthebuildlng deslgner. Temp~aIybracingt~insures~abi~ityduringc~nstruc~onis~nerespcnsib~ity~f~heb~Jsserect~r~ SeeCFSEI Field InStallation Guidefor Job TrussType Q'N Ply Truss A1203384 ~C°~ASE ~OOF TRUSS 2 I T2REP ~.:eele Tr~ss Company, Inc. 8.22-32 e Jun 3 2010 Aegis Metal Framing Tue Nov 02 08:27:07 2010 Page 1 325usJ073x12 60USWD073x 2" B C D T U E f G H Q O 60USWD073x12" LOADING (psf} SPACING 4~)-0 CSI DEFL (in) (loc) I/deft SCREWVALUE. (#10-16TI3) SNOW, Pg 25.0 Code TC 0.80 Vert(LL) -0.33 M-N >778 0352431b 046 4191b TCLL, Lr 30.0 IBC2006/AISi BC 0.68 Vert(TL) -0.55 M-N >466 057 5131b 073 5191b TCDL, D 10.0 WB 0.89 HOrz(TL} 0.09 J nta 097 5191b  CLL. L 0.0 Min Length / LL deft = 360 CDL, D 10.0 STEEL SECTION BRACING [P] TOPCHORD 55 USD 073 50 *Except* TOPCHORD SheathedA-I R-S 60 USWD 035 50, I-J 362 USWD 035 50 BeT CHORD 55 USD 073 50 WEBS 362 USWD 035 50 *Except* F-K 362 USWD 046 50, H-J 362 USWD 057 50 REACTIONS (jt/size/matsHal) R/0-6-0~VFB. J/0-6-0/WFB BeT CHORD 6-0-0 on center bracing R-J Max Down R=3027(LC No. 1-D+Lr), J=3018(LC No. I-D+Lr) Max Uplift R=A~93(LC No. 8q).6D+MWFRS 2E L). J=-944(LC NO. 9~3.6D+MWFRS 2E R) FORCES (lb) Max. Compression Force BeT CHORD Q-R=-399, P-Q=-2427, O-P=-2427, N-O=-3532, M-N=-3575, L-M=-3412, K-L=-3030, J-K=-1793 WEBS A-Q=-2177, B-Q=-2106, B-O=-1183. C*O=-1656. C-N=~262, D-N=-379, D-M=-468, E-M=-94, E-L=-1819, F-L=-133, FoK=-4429. H-K=-494. H-J=-6446 NOTES 1 ) This truss designed with ASCE 7-05 wind load as referenced by IBC2006. V = 120 mph, MWFRS Method, Building Classifica6on II, h = 25.00 fi., Exposure Category B, Enclosed Building, I = 1.00, Kz -- 0.70, Kd = 0.85, Kzt = 1.00, IntedorRoof Zone, "a" distance = 5.0 tt. 0.8 DL applied. The Left End Vertical and Right End Vertical are exposed to Wind. Design Velocity Pressure, qh = 22.0 psf. Intamal pressure coeff, GCpl = 0.18. 2) Horizontal load applied to this truss resulting from the standard wind load, equal to 223 lbs, has been considered to be resisted by the diaphragm and/or other elements, the design of which shall be the responsibility of the Engineer of Record, Wind loads applied to the supporting waft should be considered when designing truss to wall connections. 3) This truss has been designed for balanced and unbalanced snow load per ASCE 7~5 as referenced by IBC2006. Ps = 20.0 psf, Pg = 25.0 psf, ~ = 1.00, Ce = 1.0, Ct = 1.0, Cs = 1 4) For truss to b'uss connection(s) of concentrated load(s) shown refer to Aegis Detail Sedes US2US. Special connection(s) required for other type load(s). Design of connection(s) is delegated t~ the buiioing designer. 5) Provide mechanical connection of truss tO bearing plate capable of withstanding 893 lb uplift at joint R and 944 lb uplift at joint J. LOAD COMBINATION(S) 1) D+Lr: Uniform Loads (pi0 Concentrated Loads (lb) Ver[: C=-900 F=-900 ~1, WARNING - Verify design parameters and READ NOTES (Additional notes on bac~ el attached sheet) Design va~id for use only ,.ail h A~gis Ultra-Span ~sections This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design pacameters and ~)roper inco~pccation of component is the responsibility of the building designer - not the truss designer, Bracing show~ ~S for reducficn of buckling length Of web/chord members oely..~lditlonal permanent c¢oss bracing or bracing of the ove~all s~'ucture is the responsibility of the building designe~. Temporary bracing to insure stability dpong construction is the responsibl~ of the truss erector, See CFSEi Field Installation Guide for Cold-Formed Steel Roof Trusses, Tach Note 551 · and CFSSCSI published by SBCA for guidance. November 2,2010 Job ~ ~eele Truss Company, Inc. 2) D+S: Uniform Loads Concentrated Loads (lb) Ve{t: C=-720 F=-720 3) D+UnbaLS L: Uniform Loads (pio Concentrated Loads (lb) Veal: C=-360 F=-360 4) D+UnbaLS R: Uniform Loads (plf~ Ver[: A4=-40.0, J-R=-40.0 Concentrated Loads (lb) Vert: C=-360 F=-360 5) D: Uniform Loads (pi0 Concentrated Loads (lb) Vert: C=-360 F=~360 6) 0.6D+MWFRS L to R: Uniform Loads (pio Normal: A-1=48,3 Concentrated Loads (lb) Vert: C=214 F=214 7) 0.6D+MWFRS R to L: Uniform Loads (piO Normal: A-1=76.4 Parallel: A-R=41,3, A-S=25.5, I-J=19.3 Concentrated Loads (lb) Vert: C=88 f=88 8) 0.6D+MWFRS 2E L: Uniform Loads (piO Normal: A-T=109.8, I-T=76.4 Parallel: A-R=55.3, A-S=39.5, I*J=-55,3 Concentrated Loads (lb) Vert: C=364 P=364 9) 0.6D+MWFRS 2E R: Uniform Loads (plf) Parallel: A-R=55,3, A-S=39,5, I-J=-55.3 Concentrated Loads (lb) Vert: C=364 F=364 10) 0.6D+MWFRS 3E L: Uniform Loads (plf) Normal: A-T=62.3, I-T=48.3 Para#el: A-R=55.3, A-S=39.5, I-J=-55,3 Concentrated Loads (lb) Vert: C=151 F=151 11) 0.6D+MWFRS 3E R: Uniform Loads (piO Normal: A-U=48.3, I-U=62.3 Parallel: A-R=55.3, A~=39.5, I-J=-55.3 Concentrated Loads (lb) Vert: C=151 F=151 12) D+0.75Lr+0.75L+0.75MWFRS L to R: Uniform Loads (pio Normal: A-1=36,2 Parallel: A-R=-14.5, A-S=-26.3, I-J=-31.0 Concentrated Loads (lb) Vert: C=-470 F=-470 13) D+0.75Lr+0.75L+0.75MWFRS R to L: Uniform Loads {plf) Normal: A-1=57.3 ROOFTRUSS Il TrussType Q~ Ply T~ss A12033841 2 T2REP 8.22-32eJun 32010 Aegis MetalF~ming Tue Nov0208:27:07 2010 Page2 IJob .~iL~HASE ;;eele Truss Company, Inc. '~I.OAD COMBINATION(S) Concentrated Loads (lb) Vert: C=-542 F=-542 14) D+0.75Lr+0,78L+0.75MWFRS 2E L: Uniform Loads (plf) Normal: A-T=82.3, I-T=57.3 Parallel: A-R=41,5, A-S=29.8, I-J=-41.5 Concentrated Loads (lb) Vert: C=-386 F=-386 15) D+0.75Lr+0.75L+0.75MWFRS 2E R: Uniform Loads {plf) Normal; A~U=57.3, I-U=82.3 Parallel; A-~=41.5, A-S=29.6, I-J=-41.5 Concentrated Loads (lb) Ver[: C=-386 F=-386 16) D+0.75Lr+0.75L+0.75MWFRS 3E L: Uniform Loads Normal: A-T=46.8, I-T=36.2 Parallel: A-R=41.5, A*S=29.6, I-J=~41,5 Concentrated Loads (lb) Vert: C=-506 F=-506 17) D+0.75Lr+0.75L+0.75MWFRS 3E R: Uniform Loads (pi0 Normal: A-U=36.2, I-U=46.8 Parallel: A-R=41.5. A-S=29,6, I-J=-41.5 Concentrated Loads {lb) Vert: C=-506 F=-506 18) D+0.75S+0.75L+0.75MWFRS L to R: Uniform Loads (plf~ Normal: A-1=36.2 Parallel: A-R=-14.5, A-S=-26.3, I-J=-31.0 Concentrated Loads (lb) Ver~: C=-369 F=-369 ~9) D+0.75S+0.78L+0.75MWFRS R to L: Uniform Loads (plf) Parallel: A~R=31.0, A-S=19.1, I-J=14.5 Concentrated Loads (lb) Vert: C=-440 F=-440 20) D+0.78S+0,75L+0.75MWFRS 2E L: Uniform Loads (plf) Normal: A-T=82.3, I-T=57.3 Parallel: A-R=41.5, A-S=29.6, I-J=-41.5 Concentrated Loads (lb) Vert: C=-285 F=-285 21) D+0.75S+0.75L+0.75MWFRS 2E R: Uniform Loads (pio Nomqal: A-U =57.3, I-U=82.3 Para,lei: A-R=41.5, A-S=29.6, I-J=~,1.5 Concentrated Loads (lb) Ver[: C=-285 F=-285 22) D+0.75S+0.75L+0.75MWFRS 31Z L: Uniform Loads (plf) Normal: A*T=46,8, I*T=36,2 Parallel: A-R=41.5. A-S=29.6. I-J=-41.5 Concentrated Loads Vart: C=-405 F=-405 23) D+0.75S+0.75L+0.75MWFRS 3E R: Uniform Loads (plf) Normal: A-U=36.2, I-U=46,8 Parallel: A-R=41.5. A-S=29.6. I-J=-41.5 Concentrated Loads (lb) Vel"(: C=-405 F=-405 822-32 e Jun 3 2010 Aegis Metal Framing Tue Nov 02 08:27:07 2010 Pagn 3 CHASE ROOF TRUSS L~3REP ~Truss Company, Inc. 8,22-32 e Jun 3 2010 Aegis Metal Framing Tue Nov 02 08:27:10 2010 Page 1 60USWD073X12" 0.25 A B 60USWD073x12" LOADING (ps~ SPACING 4-0-0 SNOW, Pg Code TCLL, Lr IBC2006/AISI TCDL, D 25.0 30.0 10.0 0.0 10.0 CCI TC 0,98 BC 0.64 WB 0.92 DEFL (in) (loc) i/deft Vert(LL) -0.59 S-T >852 Vert(TL) -0.98 S-T >512 Horz(TL) 0.31 N n/a Min Length / LL de6 = 360 SCREW VALUE. (#10-16TI3) 035 2431b 046 4191b 057 5131b 073 5191b 097 5191b STEEL SECTION BRACING TOPCHORD 55 USD 073 50 'Except* TOPCHORD SheathedA-M A-AA 60 USWD 035 50, M-N 362 USWD 035 50 BeT CHORD 55 USD 073 50 WEBS 362 USWD 035 50 *Except* B-Z 60 USWD 073 50, C-Y 362 USWD 057 50 D-W 362 USWD 057 50, E-V 362 USWD 046 50 REACTIONS (jr/size/material) AA~-6-0/WFB, N/0-6-0A, VFB Max Down AA=4050(LC No. 1-D+Lr). N=4190(LC No. 1-D+Lr) Max Uplift AA=-974(LC NO. 8q3.6D+MWFRS 2E L), N=-893(LC No. 9~.6D+MWFRS 2E R) FORCES (lb) Max. Compression Fome TOP CHORD Z-AA=-4050, A-Z=-218, A-B=-198, B-C=~.354, C-AB=-7736, D-AB=-7742, D-E=-10581, E-F=-12642, F-G=-13867, BeT CHORD Y-Z=~14, X-Y=-1393. W-X=-1393, V-W=-1785, U-V=-2037, T-U=-2173, S-T=-2249, R-S=-2225, Q-R=-2054. WEBS B-Z=-5844, B-Y=-475, C-Y=-4510, C-W=-292, D-W=-3745, D-V=-198, E-V=-2591, E-U=-94, F-U=-1583, F-T=0, M-O=-1374 NOTES 1 ) This truss designed with ASCE 7-05 wind load as referenced by IBC2006. V = 120 mph, MWFRS Method, Building Classification II. h = 25.00 fi[., Exposure Category B, Enclosed Building, I = 1,00, Kz = 0,70, Kd = 0,85, Kz[ = 1.00, IntarlorRoof Zone, 'a" distance = 5.0 fi[. 0.6 DL applied. The Left[ End Vertical and Right End Vertical are exposed to Wind. Design Velocity Pressure, qh = 22.0 psf. ~ntemal pressure coeff, GCpi = 0.18. 2) Horizontal load applied to this truss resulting from the standard wind load, equal to 305 lbs, has been considered to be resisted by the diaphragm and/or other elements, the design of which shall be the responsibility of the Engineer of Record. Wind loads applied to the supporting wall should be considered when designing truss to wall connections. 3) This truss has been desig~d for balanced and unbalanced snow load per ASCE 7-05 as referenced by IBC2006. Ps = 20.0 psf, 4) Provide mechanical connection of truss to bearing plate capable of withstanding 974 lb uplift at joint AA and 893 lb uplift at joint N. LOAD COMBINATION(S) D+Lr, D+S, D, 0.6D+W. D+0.75Lr+0.75W, D+0.75S+0,75W BeT CHORD 6~0-0 on center bracing Z-N JOINT(S) Z {PI November 2,2010 ~ WARNING - Verify design parameters and READ NOTES (^.~d;t;c,*a~.~es o~ ~,;* o, at[ached she~) Design valid f~ u~ ~ty ~ ~is Ultra.pan "so.ions. This design is based ~ upon parametem ~, and is ~r an individual building c~ponent to be ins~lled and loaded v~cally. ~pli~bili~ of design parameters and proof inco~oraaon ¢ component is Be r~nsibili~ of ~e building design~ - n~ ~e ~u~ designer, ~aci.g s,~ is for r¢~cfi~ ¢ buckli.g I.n¢ Of ~blchord ~b"~ only, ~d~ional ~"e~ cross bra¢~ or bracing ¢ ~e overalt sffu~u~ is ~e r~ponsi~lity TRU~S DRAWING ] CONNECTIONS SYMBOLS Indicates location ~[~ JOINTS of continuous lateralg ~ See Engineering Drawing 2-PLY bracin IndiCates I~tion of Distribute required number of screws ~squally throughout splice area SECTION PROPERTIES Ultra-Span® Chord - USC F ~"1 Ultra-Span® Chord - USD ~ GENERAL SAFETY NOTES Failure to follow these notes could cause Property Damage and or Personal Injury I Provide copies of this truss design to the Ultra-Spar~ Connector SPECIFICATIONS Steel ASTM A1003 Fy = 50 ksi (rain) Galvanization G60 (rain) 3/2009 Milrose Consultants, Inc. 66 West Barclay Street Hicksville, NY 11801 Telephone 516-939-CODE (2633) Fax 516-939-2326 TO: Town ofSouthold - Building Department 54375 Route 25 Southold, NY 11971 Letter of Transmittal Date: 11/17/10 Project Number: 31652 ATTENTION: Mr. Gary Fish RE: JPMC - Mattituck 10300 Main Road Mattituck, NY 11952 WE ARE SENDING YOU: ~ ATTACHED ~-] UNDER SEPARATE COVER I VIA Federal Express I QUANTITYI IDENT, NO. I DESCRIPTION 1 Truss Affidavit 8 3rd Party Inspection Reports - Concrete Testing 1 3rd Party Inspection Reports - High Strength Bolt Inspection Report 1 3rd Party Inspection Reports - Soil Field Density Test Report 1 3rd Party Inspection Reports - Installation of Structural Framing for Roof 1 3rd Party Inspection Reports - Installation of Metal Deck at Roof 1 3rd Party Inspection Reports - Structural Steel Welding Inspection Report THESE ARE TRANSMITTED as checked below:  For Approval [~ Approved ~ Resubmit copies for For your use Approved as noted Submit copies for As requested Returned for corrections Return corrected prints For review and Other REMARKS Please see enclosed 3rd Party Inspection Reports for the above referenced address. Should you have any questions, please feel free to contact me at 516-939-2633. By Reply to: '~¢ ~ KOUTSOUBIS, ALONSO ASSOCIATES, P.E., P.C. 70 East Old Country Road, Hicksville, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Email: designg@kaape.com Web: www. kaape.com November 12, 2010 Mr. Michael J. Verity Town of Southold - Department of Buildings 54375 Route 25 P.O. Box 1179 Southhold, NY 11971 Re: JPMorgan Chase - New Bank Branch 10300 Main Road, Mattituck, NY Dear Mr. Verity: As Structural Engineer of Record for the design of the new bank branch at the referenced property above, Koutsoubis, Alonso Associates (KAA) performed a construction phase site visit on October 14, 2010 in order to observe and review the completed structural work for general conformance to the structural drawings. Based on the site visit, review of the submitted shop drawings, review of the submitted inspection reports, and to the best of my knowledge, the building structure is in general conformance with the construction documents and is in accordance with the structural requirements of the Building Code of New York State. Please contact me should you have any questions or require additional information. Koutsoubis, Alonso Associates, PE, PC Dean Koutsoubis, PE Aggregate Gradalion Yest I QUALITY CONTROL LABORATO ES, 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718)545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT; A.J.S. PROJECY MANAGEMENT DATE: August 02, 2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 85 o F ADDRESS: 10300 MAIN RD. MA1TITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. REPORT NO: 2 BATCIt PLANT UNSPECTION PI,ANT INSPECTOR: TIME CONCRETE PROOUCER: NICOLIA READY MIX Class (PSI) 13500 PSI NORMAL WEIGItT [ina A~regate Water (Gal.) Adm~x~ ~1 Admix~ ~2 (oz) Designed Slump, Inches Designed Air, % [ mt Wel hr, Pcf 1466 POURED A~ T 28 DAYS: 35~ PSI Percent '~s ng S eve S ze (Inches) Coarse A,gg, Coarse A M_ix _D_esi~g~?y: All Island Testing ~j95~ ocemT eI/ll ASTMCIS0 1390 ~ .............. i Long Island Natural Sand, ASTM C33 1750 I [ Wall!,n,~I~ord ASTM C33 .........6.ff [ ~' ........ -~' Water--" "'z p°tablc MBVR, Masterbuilder, ASTM C260 3/4 t/2 i 3/8 #4 i#8 #16 CONCRETE FIELD INSPECTION TIME IN: 6:30 AM Moisture Fineness Content Modulus % TIME ()lIT: 3:00 PM FIELD INSPEC I'OR: Fedilito Lira [)ATE: August 02, 2010 LOCATION OF POUR: Foundalion wall located ~a BI-IM/DI-D4 & A2.3- A.37/B2.3- B3.7 ALL 'rEST WERE PERFORMED 1N ACCORDANCE WITH ASTM C 1064, C 143. C23 I/C 173, C 138, C39 I ~D S,~LED r~^','s ~cms I-C CONCRETE TEST CYLINDERS AIR, I UNIT 4 WEIGHT 80 48946 7 0 I 80 44884 7 0 46300 70 i 80 51308 3 4 2 TEST SPECIMEN 4" DIAMETER BY 8" LENGTtt AREA: 12 57 SQ IN UNLESS NOTED PS1 REMARKS 3850 3500 i P~ss Remark: Need a copy o f the changes made on concrete design mixes ~sed ~m {h$s pour £mm 4000 PSI to 3500 PS1 t?dilJ"_Z!.~i. EL£ACI: 01077961 ~ lan C. ( ACI: 00045475 PLANT INSPECTOR ACI CONCRE~fE F1ELD 3'ECHN. SCI CONCREIE STRENGTII ~fECII QU AI, ITY CONTROl, LABORATORI ES, I,LC QUALi Y"cO ROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEl.: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 REPORT O.F CONCRETE INSPECTION AND TESTING CLIENT: A.J.S, PROJECT MANAGEMENT DATE: August 02. 2010 PROJECT: J P MORGAN CHASE WEATHER: Sunny 85 °F ADDRESS: 10300 MAIN RD. MA]TI'FUCK. NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / IRECK SITE DEV. REPORT NO: 2 BATCH PLANT INSPECTION PLANT INSPECTOR: f ME N TIME OUT: CONCREFE PRODUC~: NICOIJA READY Mik Design Mix Mix # 1 ~ M~x # 2 ~ Source, Brand or Supplier of Material Lbs/Gu. Yard Design Wt (LBs) i]] Batch Wt (Lbs) Design Cl~tss (PSI) 3500 PSI NO~,~ WEIGHT ~ Mix p~.i~p. By: All Island Teslin~ Assoc. Fine A$s?~ate 1390--. ; }..[0~.[~land Natural Smd ASTM C33 Water.~:~ , ~9:~ ~ ~ ~ ~ C5~ Water. Potable Admx ~ (oz 60 M V~[~ : · ~ : B R. M~terbudder ASTM C260 s.s 146.6 33 Cu. Yards ] ~ REQUIRED COMPRESSIVE STRENGHI' J } AT 28 DAYS: 35~ PSI Percent Passing Sieve Size (Inches} Designed Air. % TOTAl, CUBIC YARDS POURED Gradation Test 1 Coarse Agg. Coarse, Ag.g , 1/2 I 3/8 CONCRETE FIELD INSPECTION EIEI,D INSPECTOR: Fedilito Lim DATE: August 02, 2010 TIME IN: 6:30 AM LOCATION OF POUR: Foundation wall located ~a; BI-B4/DI-D4 & A2.3- A.37/B2.3- B3.7 ALL YESF WERE PERFORMED IN ACCORDANCE WITH ASTM CI064. C143, C231/CI73, C 138. C39 I Moisture i Fineness ] Content i Modulus #100 % 'rIME OIJT: 3:00 I'M TEST SPECIMEN 4" DIAMETER BY 8" LENGTH AREA: 12 57 SQ IN. UNLESS NOTED TYPE OF Fedilito trim (ACk 01077961) lan C. ( ACI: 00045475) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. ACI CONCRETE STRENGTH TECIt QUALITY CONTROL LABORATORIES, ELC "QUALITY coNTRoL LABORATORIE L.L.C. 25-26 50TM STREET, TEl,: (718) 545-6064 WOODSIDE, NY 11377 FAX' (718) 545 6074 ~pORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S, PROJECT MANAGEMENT DATE: August 26.2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 83 o F ADDRESS: 10300 MAIN RD. MATTITUCK. NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. REPORT NO: 3 BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: TiME O1 I: CONCRETE PRODUCER: NICOLIA READY MIX D~s'ig'"~ M--~X Mi- "~' #'--i ............... } ................. Class (PSI) 3500 PSI NDRMAL WEIGttT Mix Design BY: All Island Testing Assoc. i Qenl~? ,15 l I Uolcomb Tv e I/1I ASTM C150 ~ Fly Ash 113 ~ ...... ~ P5 ~QJ-? ~ ........ ~ro Ash~.~e F, ASTM C618 Fine A~regate ..... ~ffg~ T ~ ~ Lon~ Island Natural S~d, ASTM C33 Water (Gal.) City Water. Po~le Admix. ~l)~J' ~ 6.0 ~ MBVR, Masterbuitdeh ASTM C260 ~:~&~m~x.'~-:r-r'~:~L~ .... ......... * ........... ~'9 ~ ~4 Glenium 7500. Masterbuilder, ASTM C490 Designed Air, % TOTAL CUBIC YARDS 68.0 Cu. Yards { REQUIRED COMPRESSIVE STRENGHT POURED ~ AT 28 DAYS: 35~ PSI A~rcgate Percent Passing Sieve Size (Inches) ~{-~]~ [Fineness Gradation Test, ~ C~tent } Mo~u' us ........... CONCRETE FIELD INSPECTION FIEI,D INSPECTOR: 1~ Cimaffanca DATE: August 26, 2010 TIME IN: 7:~ AM TIME OUT: 3:00 PM LOCATION OF POUR: Floor Slab ] to 4 / A to D. i ALL TEST WERE PERFORMED IN ACCORDANCE WITIt ASTM Cl064, C143, C231/C173. C 138, C39 CONCRETE TEST CYLINDERS TEST SPECIMEN 4" DIAMEI'ER BY 8" LENGTH AREA: 12 5'/SO IN UNLESS NOTED REMARKS 2 -__._~ 08/26/10 i 09i23/10 Ian~.Cimaffanca (ACI: 00045475) E_~. R. C~i_m_a_fm.nca (ACI: 00947320) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. AC1 CONCRETE STRENGIIt TECl! IQUALITY CONTR0L LABORATORIES, L.L.C.' ~...25-26 50TM STREET, TEL: 1718) 545-6064 [ WOODSIDE, NY 11377 _._FAX: 1718) 545-6074 REPORT OF CONCRETE INSPEeYI'ION ANI) 1 ESTING CLIENT: A.J.S. PROJECT MANAGEMENT DATE: August 26, 2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 83 °F ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOK: A.ULIANO & SON / Tf~ECK SITE DEV. REPORT NO: 3 BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN:. TIME t)l CONCRETE PROI)UCER: NICOLIA READY MIX [ Design Mix Mix # j Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Vvl (Lbs) i Batch Wt 0.bs 1 Design Wt (Lbs)1 Ba ch W ( bs ) Class 1PSI) 3500 PSI NORMAL WEIGHT ! Mix Design By: All Island Cement 451 i ~;-~)/~] ~ 6 113 .............. ~ Pro Ash type F, ASTM C618 ~F.~_c_Aggre~ate l~90 ~ { Long Island Natural Sand, AS~ Water (Gal.) __ 30.5 a._ City Water. Potable , ~dmix. #1 (oz) 6.0 MBVR. Masterbuilder, ASTM C260 Admix. #2 (oz) 31.0 ~ [bz~ued giu~p, Inches 6 +/- I" ~ ...................................... l/rile x, Veight, P£f 146,6 ~ AT 28 DAYS 35~ PSI Aggregate ~ Percent Passing Sieve Size (Inches) Moistu~ Fineness Gradation Test t ~ Conten ~Fine Ac~re~ate ~ -J .... [ [ ~ ....... ....... { T CONCAVE FIELD INSPECTION FIEED INSPECTOR: 1~ Cimafranca DA~: August 26. 2010 TIME IN: 7:~ AM TIME OUT: 3:00 PM I.OCATION OF POUR: Floor Slab I to 4 / A to D ALI. VEST WERE PERFORMED IN ACcoRDAN~TZ~' '(~6~?~-;~~'~-~S WTH qSTMC 064, C143 C231/CI73, c13g, c39 CYLINDER DATE DATE AGE, ~ SLUM~;"-~ ~IT CRUStIING [ TYPE OF I D S~LED ~ 'FES'IED DAYS INCI~S °F % ' ] WEIGnl [ LOAD, LBS ~ FRACTURE [ ~ I PCF ~ 60 81 65 : 1470 i 2~0'----5' - ~ gl 65 ] 147.0 4303-J--~ 3 TEST SPECIMEN 4- DIAMETER BY 8" LENGTH AREA: 12 57 SQ tN UNLESS NOTED 2-C 2-D lan Cimafranca {ACk 00045475) E. R, Cimafranca (ACk 00947320) PLANT tNSPECTOR ACI CONCRETE FIELD TECHN. ACI CONCRETE STRENGTII TECII QLIALI'I Y CONTROL LABORATORIES, LLC IQuALITy CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT DATE: SeptemberlS, 2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 73 ° F ADDRESS: 10300 MAIN RD, MATTITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. REPORT NO: 4 BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN_ TIME OUT: CONCRETE PRODUCER: NICOIAA READY MIX Des,gn M,x ' Mix # 1 ~] Mix # 2 ~6~'~{i-r~:e, Brined or Class(PSi) &--'_ Mix Design By: Ail Island Test n2 Assoc _(~_c.?¢j~! .._ !__ ~ I Holcomb 'rypq 1al ASTM C 50 __t~ ................ : ....... 1. i P.~pe I.', As'rM C618 Fine A____~ggregatc I ~ Long~ Island Natura f I .............. Wa0in.qford, ASTM C33 Admix. #1 (De) r MBVR. Masterbuilder. ASTM C260 6,0 Cu. Y~rds ~ QUIRED COMPRESSIVE STRENGHT ~ [ AT 28 DAYS: 3S00 PS1 TOTAL CUBIC YARDS POURED I Aggregate I Gradation l'est Coarse Agg. 3/4 I/2 FIELD INSPECTGR: lan Cimafranca DATE: September 15, 2010 LOCATION OF POUR: Concrete curb around lhe Properly, Percent Passing Sieve Size (Inches) [ Moisture Fineness Content Modulus ! 3/8 #8 i % CONCRETE FIELD INSPECTION TIME IN: 7:00 AM TIME OUT: 12:00 PM ALL TEST WERE PERFORMED IN ACCORDANCE WITtl ASTM C 064, C 43. C23 I/CI73, C138, C39 CONCRETE TEST CYLINDERS ! SLUMP I TEMP ID I SAMPLED [ INCIIES i °F TEST SPECIMEN 4" DIAMETER BY 8" LENGTH AREA: 12 57 SQ IN. UNLESS NOTED ~ REMARKS SPEC'S i Pass lan Cimafranca(ACll-00045475) E.R. Cimafranca (ACk 0094732) INSPECTOR ACI CONCRETE FIELD TECHN. ACI CONCRETE STRENGIII TECIt OU~iYi2 ~;0NTROL LABORATORI~ I~[~C IQUALI Y CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT DATE: September l 5, 2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 73 o F ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV, REPORT NO: 4 BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: ................ TIME t)UI: CONCRETE PRODUCER: NICOLIA READY M1X Design Mix [ Mix#1 Mix#2 ! Sou r c e,"~at~l" ~'~'~ ~ ~1 i ~ ~- ~ f ~'~t~ ri~ Co~se X~g ' Waler (GAL) ~ [ ~ Cil7 Water, Potable i Admix. ~l Xd~k:'~ ~;3 ......... [' ~ MBVR. M~terbuilder, ASTM C260 b~5~;]~h~i ........... Glenium 7500, Mastcrbuilder, ASTM C490 [ Unit Weighl, Pcf TOTAL CUBIC YARDS 6.0 Cu. Yards POURED [ ~ AT 28 I)AY~: 3~ PSI A~regat~ Percent P~sin~-S'~eve Si~e (I~ch~ ...................... Moisture Fincncs~ Gradation Test ~ Con en Modulus CONC~TE FIELD INSPECTION FIELD INSPECI'OR: lan Cimaffanca DATE: September 15, 2010 TIME IN: 7:00 AM TIME OUT: 12:00 PM LOCATION OF POI.JR: Concrete curb ~ound thc Propc~ I WITH ASTM C10~, C143, C231/CI 73, C 138, C39 4" DIAMETER BY 8" LENG FH AREA: 12 57 SQ ~ UNLESS NOTED -B r09/5/0 ~~ 65 lan Cimafranca(ACll-00045475) E.R. Cimafranca (ACE 0094732) PI.ANT INSPECFOR AC1 CONCRETE FIEI ,D TECHN. ACI CONCRETE STRENGTH TECH ELC QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718)545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT DATE: September 22, 2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 80°1;' ADDRESS: lO~Joo MAIN RD MATTITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOR: A. ULIANO & SON / TRECK SITE DEV. REPORT NO: 5 BATCll PLANT INSPECTION PLANT INSPECTOR: TIME IN TIiVlE OUT: CONCRETE PRODUCER: NICOLIA READY MIX _~A~ .......... f I 13 ] Pro Ash W~e E. ASTM C618 Fmc A~re~ate 1390 Lon~ Island Natural Smd ASTM C33 Cg~.gg' 1750 Wallin!#ford ASTM C33 Water (Gal.) i 30fi .............. City Water. Potable Admix. gl foz) ~ 6 0 ~ MBVR. Masterbuilder, ASTM C260 Admix. ~2 (oz) , . I Glenium 7500, M~terbuilder, ASTM C490 TOTAL CUBIC YARDS 14.0 Cu. Yards ~ ~ REQUI~D COMP~SSIVE STRENGHT POURED ~ , AT 28 DAYS: 3500 PSi Aggregate ~ Percem P~sing Sieve Size (Inches) ' Moisture F~neness Gradation Test ~ Content [ I #50 #I00 % I/2 I 3/8 #4 I #8 #16 [ #30 Modulus CONCRETE FIELD INSPECTION FIELD INSPECTOR: lan Cimafranca DATE: September 22, 2010 TIME IN: 7:00 AM LOCATION OF POUR: Parking curb wound the Building. Reference Drax~ing # C2.01 ! ALE TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TIME OUT: 4:00 PM TEST SPECIMEN WITII ASTM C1064, C143, C23 I/CI 73, C 138, C39 'C~:~TL!N DER I-C DATE I DATE S.&MPLED TESTED 09/22/10 09/29/10 AGE, DAYS ? 28 I ] :PCF 45 78 60 1488 CRUSHING LOAD, LBS 37270 53255 53504 51008 TYPE OF iCROSS {PSI PSl FRACTUREi SECT ACTUAL SPEC'S 4 1261 2960 ~ 2450 4 4010 ] 3500 4" DIAMETER BY 8" LENGTH AREA: 12 57 SO IN UNLESS NOTED lan Cimafranca(ACll-00045475) E. Cimafranca-(ACl:009473203 PLANT INSPECTOR ACI CONCRETE FIELD TECItN. AC[ CONCRETE STRENGIIt TECI1 LLC. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 The City of New York D~ ~aozment of REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT DATE: September 22, 2010 PROJECT: JP MORGAN CHASE WEATHER: Surrey 80 o F ADDRESS: lO'j00 MAIN RD. MATTITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. REPORT NO: 5 BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: TIME CONCRETE PRODUCER: N..JC._QLIA_..__.~A_D~ Design Mix Lbs/Cu. Yard Class (PSI) 2l¥ Ash ~_.Fine Ag~.~egate Coarse A~zg. Water (Gal,) Mix # 1 Mix # 2 i Source, Brand or Supplier of Material Design Wt (Lb~--I' ~h Wt (Lbs) *'l Design Wt.(Lbs~)--~atch Wt (Lbs) ~ 3500 PSI NO~ WE GHT ~ ~} M~x Desire By All lslmd Testin~ Assoc, 113 i Pro Ash F, ASTM C618 type 1390 ~ Lon~ Isled Natural S~d. ASTM C33 1750 i I Wall~for& ASTM C33 305 ~ ~ f~ Water, eot~St¢ Admix· #1 (oz) AdmixA'~2 (oz) ~ 31.. 0 ...... ,! .......... I Designefl Slump, lache~ 6.0 +/- 1" Aggregate Percent Passing Sieve Size (Inches) i I ~ b2 3/8 ! #4 ! #8 #16 i #30 ~ ~50 CONC~TE FIELD INSPECTION 6,0 [ ............... -! ................ MBVR, Mastcrbuilder, ASTM C260 Glenium 7500. Masterbuilder, ASTM C490 REQUIKED COMPRESSIVE STRENGHT [ AT 28 DAYS: 3500 PSI Moisture Fineness · Content Modulus #~oo ~ % TIME OUT: 4:00 PM ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM CI064, CI43, C231/C173, CI38, C39 4" DIAMETER BY 8" LENGTId /~ AREA: i2 57 SQ. IN UNLESS NOTED W,I-~ND~R DATE ~AT~-A~-87~ S LIMP TEMPT *,m ~ T -~ffbS aw~ I TYPE OF CROSS I PSI i PS 7*~P.~M~$'------ / , PCF AREA I-A t 0~/22/10 09/29/10 7 45 78 ~ 60 i 488 ; 37270 4 26 ! 2960 ; 2450 i ~> I-B ! 09/22/10 ~ 10/20/10 } 28[ 45 [ 78 I 60 i 1488 53255 ~ 4 1273 ~ 4)~9 ~i 3500 [ p Remark: ). ~$ Ian Cimafranca(ACi 1-00045475) E. Cimafr~ca-(ACI:00947320) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. AC1 CONCRETE STRENGTH TECH QUALITY LLC. QUALITY CONTROL LABORATORIES, LLC. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 HIGH STRENGTH BOLT INSPECTION REPORT CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD. MATTITUCK, NEW YORK 11952 GC/SUB-CONT: AJS / PECKER IRON WORKS ARCHITECT: JRS ARCHITECT ENGINEER: KOUTSOUBIS ALONZO / SAVIK MURRAY REFERENCE DRAWING: # E.I, SIOI - S9.01 REF. SPECIFICATION: Contract Drawing / Notes ACCEPTANCE STANDARD: AISC, ASTM A325 General Area Covered By This Inspection: Roof Framing, DATE: August 18, 2010 WEATHER: Sunny AIR TEMP: 82 Degrees INSPECTOR: lan Cimafranca TIME IN: 8:00AM OUT: I2:00PM REPORTED TO: Dan OF COMPANY: AJS PROJECT ID: REPORT NO. 1 Building # Framing Address or Elevation S~ecific Location 10300 Main Roof Mattituck flaming_. ..~pecific Location of !0~Pec.!io?~.~ Column Line Bolt Grade Manufacturer/ Bolt Remarks Or and Type Bolt Marking i Diameter, Grid Line Inch Ent re Roof A -325 USA/Kpf 'A dia _A_ll tightened, see below Procedure ~ Direct Tension indicator U i Twist-OffBolt Bolts were checked for: Proper Lubrication [] Statable Nuts ~ Proper Stick-out [] Cle~m~m'~s~' ~ guii~¢i~ ~i~Di~h~t~r ~--~ Svecified Coatings [] Summary: Steel beam to Column connections bolted using ASTM A325 TC Bolts per Drwg. S 101. Bolted connections installed satisthctority, Visual inspection conducted and revealed that all spline on bolted comiections are off revealing tightened and fully tensioned. Ian Cimafranca Inspector Quality LLC. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, WOODS1DE, NY ! 1377 PIIONE: ~8)_545-6064 _q,3q~c]~_~5~f~,yahoo.com FAX: ~718) 545-6074 SOIL FIELD DENSITY TEST REPORT CLIENT: A.J.S. PROJECT MANAGEMENT INC., PROJECT: JP MORGAN CHASE BANK ADDRESS: 10~J00 Main Road, Mattituck, NY 11952 GC/SUB-CONT: ULIANO & SONS REFERENCE SPEC'S: Project Specification DATE TESTED: August 18,2010 WEATHER: Sunny 85 o F INSPECTOR: lan Cimafranca TIME IN: 8:00AM TO 12:00PM PROJECT II): REPORT NO: 2 A. SOIL FIELD DENSITY TEST METHOD USED: AASHTO T310 -TEST METHOD FOR DENSITY OF SOIL AND SOIL- AGGREGATE IN-PLACE BY NUCLEAR METHOD (SHALLOW DEPTH B. SOIL SAMPLE INFORMATION: SAMPLE ID SOIL DESCRIPTION MAX. DRY UNIT OPTIMUM MOISTUR~' WT.. PCF [ CONTENT, % C. FIELD DENSITY TEST LOCATION: See below 6 Column Line A-B/23 - 33 WET i DRY FIELD Compactio~ 'lEST SPECIFIC LOCATION OF '/ESI' [ii EVA[ION LIFT # , DENSITY DENSITY MOISTURE PROCTOR % NO ~ PCF PCF (%) VALUE I Column Line B-B.4/3.5-3.7 GROUND FI,OOR .... I 118.9 112.0 6,1 115.9 96.7 [--~--' ~;(u¥~h-~,i;i~,--'ff~/ 1-2.3 [ GROt~DFLOO~ ' ..... [ 117.3 111.6 115.9 963 3 Column Line C-D/I-2 GROUND FLOOR ..... 119,5 110.9 7,8 115.9 95.7 4 Column l,~ne C-D~ 34 GRO~D FLOOR i ..... 119.0 112 3 5 6 I 15 9 96.9 5 Column I,ine A-B/23-3.3 GROUND FLOOR . . 95.7 ~V FLOO~ .... I [16.9 110.8 5.5 i115.9 95~ .... D. SPECIFIED COMPACTION: 95% MINIMUM E. COMPACTOR USED: Vibratory Roller REMARK: Reference Drawing S 1.01 -Sg.01 lan Cimaffanca INSPECTOR QUALITY CONTROL LABORATORIES, LLC. QUAntITY CONTROL LABORATORIES, L.L.C. 25-26 50 STREET TEL: (718) 545-6064 FIELD INSPECTION REPORT CLIENT: AJS PROJECT MANAGEMENT PROJECT: JP MORGAN CflASE BANK ADDRESS: 10500 MAIN RD., MATT1TUCK, NY SUB-CONT: AJI / PECKER ARCHITECT/ENGINEER: SAVIK&MURRAY/KOUTSOUBIS ALONSO ASSOCIATES, P.C. DATE: 9/22/10 WEATI IER: Sunny 78°F INSPECTOR: lAN CIMAFRANCA TIME IN: 9PM OUT: I 1AM SPECIFICATION: CONTRACT NOTES / SPECIFICATIONS REPORTNO: 1 Location of Inspection: Structural Framing ~ Roof Pa.g_e I of 2 Referenced Drawing: SI.01 - S8.01 Description of Work: The Following inspection conducted to verify proper installation of Structural Framing supporting Roof. Contractor installed Light Gauge Steel Tresses connections of Top/Bottom Chords & Web members with bracing between the connections. Screwed using # 10-16T/3. Installation satisfactorily Completed per Approved as Noted submittal (Steel Tress Company) dated 8/24/10 and Drwg. Details Photo # 1 Photo #2 Photo #3 Photo #4 CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 FIELD INSPECTION REPORT CLIENT: AJS PROJECT MANAGEMENT PROJECT: .IP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD., MATTITUCK, NY SUB-CONT: A J1 / PECKER ARCHITECT/ENGINEER: SAVIK&MURRAY/KOUTSOUBIS ALONSO ASSOCIATES, P.C. SPECIFICATION: CONTRACT NOTES / SPECIFICATIONS DATE: 9/22/I 0 WEATHER: Sunny 78°F INSPECTOR: 1AN CIMAFRANCA TIME IN: 9PM OUT: I1AM REPORT NO: 1 Page 2 of 2 Location of Inspection: Structural Framing ~ Roof Referenced Drawing: S101 S8.01 Photo #5 lan Cimafranca (ACI2-00045475) Inspector Quality Control Laboratories, LLC. QUALITY CONTROL 'LABORATORIES, L.L.C. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 FIELD INSPECTION REPORT CLIENT: AJS PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD., MATTITUCK, NY SUB-CONT: AJI ARCHITECT/ENGINEER: SAVIK&MURRAY/KOUTSOUBIS ALONSO ASSOCIATES, P.C. SPECIFICATION: CONTRACT NOTES / SPECIF1CATIONS SDI Manual DATE: 9/29/10 WEATHER: Sunny 78°F INSPECTOR: IAN CIMAFRANCA TIME IN: 2PM OUT: 4PM REPORT NO: 2 Location of Inspection: Roof Referenced Drawing: S-101 - S8.01, NUCOR VULCRAFT Drawing D1 of 1. Description of Work: The Following inspection conducted to verify proper installation of Metal Deck at Roof. Contractor installed 1.5" Metal Deck Screwed to trusses, I" Screws SI-gl0 TEK spaced at 12" o.C. to trasses. Side laps screwed at 12" o.c. and overlap minimum of 2". Deck Edges Fasten at 6"O.C. ( See Photo # 1 - Phot° #1 (Rib screwed) Photo #2 Photo #3 Remark: Metal Deck installation, completed and Satisfactory. Photo lan Cimafranca (ACl-00045475) Inspector Qualit) ;. QUALITY CONTROL LABORATORIES, LLC. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 STRUCTURAL STEEL WELDING INSPECTION REPORT CLIENT: A.J.S.PROJECT MANAGEMENT INC. PROJECT: JP MORGAN CHASE -MATTITUCK BRANCH ADDRESS: 103oo REFERENCE DI~,WING: Pecker iron Works Shop Drwg. Sheet I - REFERENCE SPECIFICATION: CONTRACT DRAWING & NOTES ACCEPTANCE STANDARD: AWS D 1.1, AISC 13t~ Edition Stages of ~i~i~Metal ~ Fit-up and Inspections i Final Repair [. Inspection [] Welding DATE: 8/i8/10 WEATIIER: Sunny INSPECTOR: lan C. /E.Cimafranca TIME IN: 9am TIME OUT: 2PM. PROJECT ID: REPORT NO. I Initial Intermediate i Root Pass [] I Pass [] Re-Inspection i Other Base Material:A500, A992, A52,A36 Thickness: Varies Type of Weld: Groove / Fillet / Spot/Other Type of Joint: Tee / Lap Welding Machine: Miller Capacity Amps: 180 Amps Total Linear Inches of Weld lnspected:___per Column indicated Process: SMAW Position: Flat, Hot., Vertical Weld Size: ¼"- 5/16" Electrodes: E7018 Polarity: DCEP Other: Accepted: All Not Accepted: Welder's Name License No. Expiration Date Emmanuel 1. Meltis 7227 7-31-ll General Area Covered By This Inspection: Fabric_!Lte_d HSS_~.oJ.u_~ns ¢_3, Ground Floor Level. 3ecific Location of In¥2ectir!n __ Location Framing / Column or Type Of Remark ! Elevation Grid Line Member ...... ~ -~2L~d ! !~55~qS!~?~ . Mat_~jtFck,. _?~' ....... Ground Floor 10~00 Main Rd, ~a~ituck, NY ~ 4BI,4B3,SB3 _Wlates 5B5 5B4 Summary of Inspection: Fabricated Columns previously delivered by Percker Iron Works, Visually inspected the HSS Column Welding on Steel Tube to Plate connections as indicated in Shop Drawings Sheet 1 t~u 15. Stif~er Plates also visually check for compliance as per ASW D I. 1 code. Inspection ~erification of Weld re~forcemcnt for Cracks ~d other PorosiD', Discontinuity. lan Cimafranca/E. Cimafranca INSPECTOR QUALITY CONTROL LABORATORIES, LLC. Milrose Consultant,, 66 West Barclay Street Hicksville, NY 11801 Telephone 516-939-CODE (2633) Fax 516-939-2326 , Inc. BLDG DEPT. TOWN OF SO[JTHOLD nnt~_. 11/18/10 Project Number: 31652 Letter of Transmittal TO: Town of Southold Building Department 54375 Route 25 Southold, NY 11971 ATTENTION: Mr. Gary Fish RE: JPMC - Mattituck 10300 Main Road Mattituck, NY 11952 WE ARE SENDING YOU: [~'~ ATTACHED ~1 UNDER SEPARATE COVER I VIA Federal Express J QUANTITY I IDENT. NO. I DESCRIPTION 1 Original 3rd Party Inspection Reports THESE ARE TRANSMITTED as checked below:  For Approval [~ Approved E~ Resubmit copies for For your use ~J Approved as noted ~ Submit copies for As requested ~J Returned for corrections Return corrected prints For review and L__J Other REMARKS Please see enclosed Original 3rd Party Inspection Reports for the above referenced project, Should you have any questions, please feel free to contact me at 516-939-2633. CC: By Reply to: "~ ~ QUALITY CONTROL LABORATORIES, LLC. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE~ NY 11377 qaqclabs~¥ahoo.com FAX:(718) 545-6074 FAX / TRANSMITTAL DATE: 10/23/10 TO: A J S PROJECT MANAGEMENT, IN(5 ,, xxl~ \~ \~ 1495 Ave.,Smtell03 ~r-,\ ~:' /~ ~ - New York, NY 10010 ~}m~' ~' ~ ~ ~ .... FROM: Edg~ Cim~r~ca ~S~gatg~i'/~' AT~: Teresa Tomita / Edw~d J. Caffrey RE: JP MORGAN CHASE NEW BRANCH BANK 10300 MAiN ROAD, MATTITICK NY 11952 TRANSMITTAL NO: 2 FAX NO: TOTAL PAGES: 6 Including cover No. of Date Description Remark Pages See Reports Bolting Inspection #1. 2 Originals See Repo~s Compaction Test 1 Original ~ See Repons Field Inspection repo~s ~1 & g2 1 Original REMARK: Please see attached reports for your use/review. Thank you for the business. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 The City of New York Deparlment of Buildings Concrete Testing Laboratory License No 63 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. BATCH PLANT INSPECTION PLANT iNSPECTOR: T1ME IN: CONCRETE PRODUCER: N1COLIA READY MIX DATE: August 02, 2010 WEATHER: Sunny 85 o F PROJECT ID: REPORT NO: 2 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.) I Batch Wt. (Lbs.) Design Wt.<Lbs.) I Batch WE (Lbs.) Class (PSI) 3500 PSI NOR3/IAL WEIGHT Mix Design By: All Island Testing Assoc. Cement 451 Holcem Type VII, ASTM C 150 Fly Ash 113 Pro Ash type F, ASTM C618 Fine Aggregate 1390 Long Island Natural Sand, ASTM C33 Coarse A~g. 1750 Wallingford, ASTM C33 Water (Gal.) 30.5 City Water, Potable Admix. # 1 (oz) 6.0 MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) 31.0 Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches 6 +/- 1" Designed Air, % 5.5 Unit Weight, Pcf 146.6 TOTAL CUBIC YARDS 33 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI Aggregate Percent Passing Sieve Size (Inches) Moisture Fineness ~Gradation Test Content Modulus I 3/4 I/2 3/8 #4 #8 #16 #30 050 #100 % Coarse Agg. Coarse Ag#. Fine Al:gte#ate CONCRETE FIELD INSPECTION F1ELD INSPECTOR: Fedilito Lim DATE: August 02, 2010 TIME IN: 6:30 AM T1ME OUT: 3:00 PM LOCATION OF POUR: Foundation wall located ~ BI-B4/DI-D4 & A2.3- A.37/B2.3- B3.7 ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064. C143, C231/C173, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, UNIT CRUSHING TYPE OF CROSS PSI PSI REMARKS I D SAMPLED TESTED DAYS INCHES °F % WEIGHT LOAD, LBS. FRACTURE SECT ACTUAL SPEC'S PC F AREA. INCH '- I-A 08/02/10 08/09/10 7 7.0 80 5.0 146.0 30557 3 12.68 2410 2450 Fail I-B 08/02/10 08/30/10 28 70 80 5.0 146.0 48946 3 12.72 3850 3500 Pass 1-C 08/02/10 08/30/10 28 7.0 80 5.0 146.0 44884 4 12.72 3530 3500 Pass I-D 08/02/10 08/30/10 28 70 80 5.0 146.0 46300 2 12.72 3640 3500 Pass 1-E 08/02/10 09/27/10 56 7.0 80 5.0 146.0 51308 2 12.70 4040 3780 Pass Remark: Need a copy of the changes made on concrete design mixes used on this pour from 4000 PSI to 3500 PSI. Fedilito Lim (ACI: 01077961) Ian C. ( ACI: 00045475) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. ACI CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES, LLC LQUA ,I Y CONTROL LABORATORIES, L.L.C. 25-26 50 STREET, TEL: (718) 545-6064 OODSIDE, NY 11377 FAX: (718) 545-6074 The City of New York Department of Buildings Concrete Testing Laboratory License No 63 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: CONCRETE PRODUCER: NICOLIA READY MIX DATE: August 02, 2010 WEATHER: Sunny 85 o F PROJECT ID: REPORT NO: 2 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.) I Batch Wt (Lbs.) Design Wt.(Lbs.) I Batch Wt. (Lbs.) Class (PSI) 3500 PSI NORMAL WEIGHT Mix Design By: All Island Testing Assoc. Cement 451 Holcem Type I/Il, ASTM C150 Fly Ash 113 Pro Ash type F, ASTM C618 Fine Aggregate 1390 Long Island Natural Sand, ASTM C33 Coarse Agg. 1750 Wallingford, ASTM C33 Water (Gal.) 30.5 City Water, Potable Admix. # 1 (oz) 6.0 MBVR, Masterbuilder. ASTM C260 Admix. #2 (oz) 31.0 . Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches 6 +/- 1" Designed Air, % 5.5 Unit Weight, Pcf 146.6 TOTAL CUBIC YARDS 33 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI egate Percent Passing Sieve Size (Inches) Moisture Fineness ation Test Content Modulus I 3/4 t/2 3/8 #4 #8 #16 #30 #50 #100 % Coarse Agg. Coarse Agg. Fine Aggregate CONCRETE FIELD INSPECTION F1ELD INSPECTOR: Fedilito Lim DATE: August 02, 2010 TIME 1N: 6:30 AM TIME OUT: 3:00 PM LOCATION OF POUR: Foundation wall located ~ BI-B4/DI-D4 & A2.3- A.37/B2.3- B3.7 ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064, C143, C231/C173, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, UNIT CRUSHING TYPE OF CROSS PSI PSI REMARKS I.D SAMPLED TESTED DAYS INCHES oF % WEIGHT LOAD, LBS FRACTURE SECT ACTUAL SPEC'S P.C.F AREA, INCH ~ I-A 08/02/10 08/09/10 7 7.0 80 50 146.0 30557 3 12.68 2410 2450 Fail I-B 08/02/10 08/30/10 28 7.0 80 5.0 146.0 48946 3 12.72 3850 3500 Pass I-C 08/02/10 08/30/10 28 7.0 80 5.0 146.0 44884 4 12.72 3530 3500 Pass 1-D 08/02/10 08/30/10 28 7.0 80 5.0 146.0 46300 2 1272 3640 3500 Pass 1-E 08/02/10 09/27/10 56 7.0 80 5.0 146.0 51308 2 12.70 4040 3780 Pass N~I~TM~ Remark:Needac~py~fthechangesmade~nc~ncretedesignmixesus¢d~nthisp~urfr~m4~~~PS~t~35~~PSl. ~' lg ~--~.. Fedilito Lim (ACk 01077961) lan C. ( ACh 00045475) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. AC! CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES, LLC QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 mWOODSIDE, NY 11377 FAX: (718) 545-6074 Thc City of New York Deparimenl of Buildings Concrete Testing Laboratory License No. 63 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: CONCRETE PRODUCER: NICOL1A READY MIX DATE: August 26, 2010 WEATHER: Sunny 83 o F PROJECT ID: REPORT NO: 3 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.) I Batch Wt. (Lbs.) Design W,.<L0s.) I Batch WI. (Lbs.) Class (PSI) 3500 PSI NORMAL WE1GHT Mix Design By: All Island Testing Assoc. Cement 451 Holcomb Type l/Il, ASTM C150 Fly Ash 113 Pro Ash type F, ASTM C618 Fine Aggregate 1390 Long Island Natural Sand, ASTM C33 Coarse Agg. 1750 Wallingford, ASTM C33 Water (Gal.) 30.5 City Water, Potable Admix. #1 (oz) 6.0 MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) 31.0 Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches 6 +/- 1" Designed Air, % Unit Weight, Pcf 146.6 TOTAL CUBIC YARDS 68.0 Cu. Yards REQU1RED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI dregate Percent Passing Sieve Size (Inches) Moisture Fineness ation Test Content Modulus I 3/4 I/2 3/8 #4 #8 #16 #30 #50 #100 % Coarse Agg. Coarse Agg. Fine Aggregate CONCRETE FIELD INSPECTION FIELD INSPECTOR: lan Cimaffanca DATE: August 26, 2010 TIME IN: 7:00 AM TIME OUT: 3:00 PM LOCATION OF POUR: Floor Slab 1 to 4 / A to D. ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064, C143, C231/C173, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, UNIT CRUSHING TYPE OF CROSS PSI PSI REMARKS I.D SAMPLED TESTED DAYS : INCHES °F % WEIGHT LOAD, LBS FRACTURE SECT ACTUAL SPEC'S P.C.F AREA, INCH z I-A 08/26/10 09/02/10 7 6.0 81 6.5 147.0 29903 2 12.77 2340 2450 Fail I-B 08/26/10 09/23/10 28 6.0 81 6.5 147.0 43953 3 12.74 3450 3500 Fail 1-C 08/26/10 09/23/10 28 60 81 6.5 147.0 46501 4 12.74 3650 3500 Pass 1-D 08/26/10 09/23/10 28 6.0 81 6.5 147.0 48157 4 12.74 3780 3500 P~ss 2-A 08/26/10 09/02/10 7 6.5 82 6.5 146.5 36778 3 1277 2880 2450 Pass 2-B 08/26/10 09/23/10 28 6.5 82 6.5 146.5 47640 2 12.74 3740 2-C 08/26/10 09/23/10 28 6.5 82 6.5 146.5 49808 2 12.74 39.,[~ 2-D 08/26/10 09/23/10 28 6.5 82 6.5 146.5 49406 2 12.74 ,~n., &-"/.o' ~ '"n\~,~ lan Cimafranca (ACE 00045475) E.R. Cimafi'anca (ACk 00947320) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. ACI CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES, LLC QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 ~-VOODSIDE, NY 11377 FAX: (718) 545-6074 ~1~ The City of New York Department of Buildings REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT DATE: August 26, 2010 PROJECT: JP MORGAN CHASE WEATHER: Sunny 83 o F ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 PROJECT ID: CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. REPORT NO: 3 BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: TIME OUT: CONCRETE PRODUCER: NICOLIA READY MIX Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.)IBatch Wt. (Lbs.) Design WE(Lbs3IBatch Wt (Lbs.) Class (PSI) 3500 PSI NORMAL WEIGHT Mix Design By: All Island Testing Assoc. Cement 451 Holcomb Type I/Il, ASTM C 150 Fly Ash 113 Pro Ash type F, ASTM C618 Fine Aggregate 1390 Long Island Natural Sand, ASTM C33 Coarse Agg. 1750 Wallingford, ASTM C33 Water (Gal.) 30.5 City Water. Potable Admix. # 1 (oz) 6.0 MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) 31.0 Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches 6 +/- I" Designed Air, % 5.5 Unit Weight, Pcf 146.6 TOTAL CUBIC YARDS 68.0 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PS1 g~egate Percent Passing Sieve Size (laches) Moisture Fineness ation Test Content Modulus I 3/4 1/2 3/8 #4 #8 #16 #30 #50 #100 % Coarse Agg. Coarse Agg. I Fine Aggregate CONCRETE FIELD INSPECTION FIELD INSPECTOR: lan Cimafranca DATE: August 26, 2010 TIME IN: 7:00 AM LOCATION OF POUR: Floor Slab I to 4 / A to D. TIME OUT: 3:00 PM ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM CI064, CI43, C231/CI73, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12,57 SQ. IN, UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, LrNIT CRUSHING TYPE OF CROSS PSI PSI REMARKS I.D. SAMPLED TESTED DAYS INCHES °F % WEIGHT LOAD, LBS. FRACTURE SECT ACTUAL SPEC'S PCF AREA. INCH ~- I-A 08/26/10 09/02/10 7 6.0 81 6.5 147.0 29903 2 12.77 2340 2450 Fail I-B 08/26/10 09/23/10 28 6.0 81 6.5 147.0 43953 3 12~74 3450 3500 Fail I-C 08/26/10 09/23/10 28 6.0 81 6.5 147.0 46501 4 1274 3650 3500 Pass I-D 08/26/10 09/23/10 28 6.0 81 6.5 147.0 48157 4 12.74 3780 3500 Pass 2-A 08/26/10 09/02/10 7 6.5 82 6.5 14&5 36778 3 12.77 2880 2450 Pass 2-B 08/26/10 09/23/10 28 6.5 82 6.5 146.5 47640 2 12.74 3740 3500 Pass 2-C 08/26/10 09/23/10 28 6.5 82 6.5 146.5 49808 2 12.74 3910 2-D 08/26/10 09/23/10 28 6.5 82 6.5 146~5 49406 2 12.74 38~ Remark: Ian Cimafranca (ACI: 00045475) E.R. Cimafranca (ACI: 00947320) PLANT INSPECTOR ACI CONCRETE FIELD TECHN. ACI CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES. LLC QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: CONCRETE PRODUCER: N1COLIA READY MIX DATE: Septemberl5, 2010 WEATHER: Sunny 73 o F PROJECT ID: REPORT NO: 4 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.) I Batch Wt. (Lbs.) Design Wt.(Lbs.) I Batch Wt. (Lbs.) Class (PSI) 3500 PSI NORMAL WEIGHT Mix Design By: All Island Testing Assoc. Cement Holcomb Type 1/11, ASTM C 150 Fly Ash Pro Ash type F, ASTM C618 Fine A~regate Long Island Natural Sand, ASTM C33 Coarse Ag;~. Wallingford, ASTM C33 Water (GAL) City Water, Potable Admix. #1 (oz) MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) Glenium 7500, Mosterbuilder, ASTM C490 Designed Slump, Inches Designed Air, % Unit Weight, Pcf TOTAL CUBIC YARDS 16.0 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI [ggregate Percent Passing Sieve Size (Inches) Moisture Fineness adation Test Content Modulus 1 3/4 I/2 3/8 #4 #8 #16 #30 #50 #100 % Coarse Agg. Coarse Agg. Fine Aggregate CONCRETE FIELD INSPECTION FIELD INSPECTOR: lan Cimafranca DATE: September 15, 2010 TIME IN: 7:00 AM T1ME OUT: 12:00 PM LOCAT1ON OF POUR: Concrete curb around the Property. ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064, C143, C231/C173, C 138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, UN1T CRUSHING TYPE OF CROSS. PSl PSI REMARKS [ D SAMPLED TESTED DAYS INCHES °F % WEIGHI LOAD, LBS. FRACTURE SECT. ACTUAL SPEC'S P CF AREA, INCH z I-A 09/15/10 09/22/10 7 65 72 5.0 145.6 33630 2 12.74 2640 2450 Pass I-B 09/15/10 10/13/10 28 6,5 72 5.0 145.6 49715 2 12.72 3910 3500 Pass I-C 09/15/10 10/13/10 28 6.5 72 5.0 1456 54871 2 12.72 4310 3500 Pass I-D 09/15/10 10/13/10 28 6.5 72 5.0 145.6 51520 4 12.72 4050 3500 Pass PLANTINSPECTOR lan Cimafranca(ACI 1-00045475) E.R. Cimafi'anca (ACE 0094732) ACT CONCRETE FIELD TECHN. ACI CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES, LLC QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 ,WOODSIDE, NY 11377 FAX: (718) 545-6074 I The City of New York D~V,u t.,*nt of Buildings Concrete Testing Laboratory License No 63 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10300 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: TIME 1N: CONCRETE PRODUCER: NICOL1A READY MIX DATE: Septemberl 5, 2010 WEATHER: Sunny 73 o F PROJECT ID: REPORT NO: 4 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.) I Batch Wt. (Lbs.) Design Wt.(Lbs.) I Batch Wt. (Lbs.) Class (PSI) 3500 PSI NORMAL WEIGHT Mix Design By: All Island Testing Assoc. Cement Holcomb Type 1/11, ASTM C 150 Fly Ash Pro Ash type F, ASTM C618 Fine Aggregate Long Island Natural Sand, ASTM C33 Coarse Agg. Wallingford, ASTM C33 Water (Gal.) City Water, Potable Admix. # 1 (oz) MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches Designed Air, % Unit Weight, Pcf TOTAL CUBIC YARDS 16.0 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI ~ggregate Percent Passing Sieve Size (lnches) Moisture Fineness ~radation Test Content Modulus I 3/4 1/2 3/8 #4 #8 #16 #30 #50 #100 % Coarse Agg. Coarse Agg. Fine Aggregate CONCRETE FIELD INSPECTION FIELD INSPECTOR: lan Cimafranca DATE: September 15, 2010 TIME IN: 7:00 AM TIME OUT: 12:00 PM LOCATION OF POUR: Concrcte curb around the Property. ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM CI064, C143, C231/CI73, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE. SLUMP, TEMP AIR, LrNqT CRUSHING TYPE OF CROSS PSI PSI REMARKS I D. SAMPLED TESTED DAYS INCHES o~: % WEIGHT LOAD, LBS FRACTURE SECT ACTUAL SPEC'S P.CF. AREA, INCH: I-A 09/15/10 09/22/10 7 6.5 72 5.0 145.6 33630 2 12.74 2640 2450 Pass I-B 09/15/10 10/13/10 28 6.5 72 50 145.6 49715 2 12.72 3910 3500 Pass 1-C 09/15/10 10/13/10 28 6.5 72 5.0 145.6 54871 2 12.72 4310 3500 Pass 1-D 09/15/10 10/13/10 28 6.5 72 5.0 145.6 51520 4 12.72 4050 3500 Pass PLANT INSPECTOR Ian Cimafranca(ACl 1-00045475) ACI CONCRETE FIELD TECHN. E. R. Cimafranca (ACk 0094732) ACI CONCRETE STRENGTH TECH LLC QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 ~WOODSIDE, NY 11377 FAX: (718) 545-6074 The City of New York Department of Buildings Concrete Testing Laboratory License No 63 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10~00 MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK S1TE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: CONCRETE PRODUCER: NICOLIA READY MIX DATE: September 22, 2010 WEATHER: Sunny 80 o F PROJECT ID: REPORT NO: 5 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design WE(Lbs.) I Batch Wt. (Lbs.) Design Wt.(Lbs) I Batch Wt. (Lbs) Class (PSI) 3500 PSi NORMAL WEIGHT Mix Design By: All Island Testing Assoc. Cement 451 Holcomb Type I/I1, ASTM C 150 Fly Ash 113 Pro Ash type F, ASTM C618 Fine Aggregate 1390 Long Island Natural Sand, ASTM C33 Coarse Agg. 1750 Wallingford, ASTM C33 Water (Gal.) 30.5 City Water, Potable Admix. #1 (oz) 6.0 MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) 31.0 Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches 6.0 +/- 1" Designed Air, % 5.5 Unit Weight, Pcf 146.6 TOTAL CUBIC YARDS 14.0 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI ggregate Percent Passing Sieve Size (Inches) Moisture Fineness radation Test Content Modulus 1 3/4 1/2 3/8 #4 #8 #16 #30 #50 #100 % Coarse Agg. Coarse Agg. Fine Aggregate CONCRETE FIELD INSPECTION FIELD INSPECTOR: Ian Cimafranca DATE: September 22, 2010 TIME IN: 7:00 AM TIME OUT: 4:00 PM LOCATION OF POUR: Parking curb around the Building. Reference Drawing # C2.01 ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064, C143, C231/C173, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, UNIT CRUSHING TYPE OF CROSS. PSI PSI REMARKS ID. SAMPLED TESTED DAYS INCHES °F % WEIGHT LOAD, LBS FRACTURE SECT. ACTUAL SPEC'S PCF AREA, 1-A 09/22/10 09/29/10 7 4.5 78 6.0 1488 37270 4 12.61 2960 2450 ~> I-B 09/22/10 10/20/10 28 4.5 78 6.0 148.8 53255 4 12.73 4180 3500 ~> 1-C 09/22/10 10/20/10 28 4.5 78 6.0 148.8 53504 4 12.73 4200 3500 I-D 09/22/10 10/20/10 28 4.5 78 6.0 148.8 51008 4 1Z73 4010 3500 '~ PLANT INSPECTOR lan Cimafranca(ACl 1-00045475/ ACI CONCRETE FIELD TECHN. E. Cimafranca-(ACI:009473 20) ACI CONCRETE STRENGTH TECH QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, TEL: (718) 545-6064 ~,WOODSIDE, NY 11377 FAX: (718) 545-6074 I~ Thc City of New York Department of Buildings Concrete Testing Laboratory License No 63 REPORT OF CONCRETE INSPECTION AND TESTING CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE ADDRESS: 10~Joo MAIN RD. MATTITUCK, NEW YORK 11952 CONTRACTOR: A.ULIANO & SON / TRECK SITE DEV. BATCH PLANT INSPECTION PLANT INSPECTOR: TIME IN: CONCRETE PRODUCER: NICOLIA READY MIX DATE: September 22, 2010 WEATHER: Sunny 80°F PROJECT ID: REPORT NO: 5 TIME OUT: Design Mix Mix # 1 Mix # 2 Source, Brand or Supplier of Material Lbs/Cu. Yard Design Wt.(Lbs.) I Batch Wt. (Lbs.) Design Wt.(Lbs.) ] Batch Wt. (Lbs) Class (PSI) 3500 PSI NORMAL WEIGHT Mix Design By: All Island Testing Assoc. Cement 451 Holcomb Type 1/II, ASTM C 150 Fly Ash 113 Pro Ash type F, ASTM C618 Fine Aggregate 1390 Long Island Natural Sand, ASTM C33 Coarse Ag#. 1750 Wallin#ford, ASTM C33 Water (Gal.) 30.5 City Water, Potable Admix. #1 (oz) 6.0 MBVR, Masterbuilder, ASTM C260 Admix. #2 (oz) 31.0 Glenium 7500, Masterbuilder, ASTM C490 Designed Slump, Inches 6.0 +/- 1' Designed Air, % Unit Weight, Per 146.6 TOTAL CUBIC YARDS 14.0 Cu. Yards REQUIRED COMPRESSIVE STRENGHT POURED AT 28 DAYS: 3500 PSI iggregate Percent Passing Sieve Size (Inches) Moisture Fineness radation Test Content Modulus 1 3/4 1/2 3/8 #4 #8 #16 //30 #50 #100 % Coarse Agg. Coarse Ag#. Fine Aggregate CONCRETE FIELD INSPECTION FIELD INSPECTOR: lan Cimafranca DATE: September 22, 2010 TIME IN: 7:00 AM TIME OUT: 4:00 PM LOCATION OF POUR: Parking curb around the Building. Reference Drawing # C2.01 ALL TEST WERE PERFORMED IN ACCORDANCE CONCRETE TEST CYLINDERS TEST SPECIMEN WITH ASTM C1064, C143, C231/C173, C138, C39 4" DIAMETER BY 8" LENGTH AREA: 12.57 SQ. IN. UNLESS NOTED CYLINDER DATE DATE AGE, SLUMP, TEMP AIR, UNIT CRUSHYNG TYPE OF CROSS PSI PSI REMARKS ID SAIM~LED TESTED DAYS INCHES OF % WEIGHT LOAD, LBS FRACTURE SECT ACTUAL SPEC'S PCF INCH z 1-A 09/22/10 09/29/10 7 4.5 78 6.0 148.8 37270 4 12.61 2960 2450 1-B 09/22/10 10/20/10 28 4.5 78 60 1488 53255 4 12.73 4180 3500 I-C 09/22/10 10/20/10 28 4.5 78 6.0 148.8 53504 4 i2.73 4200 3500 1-D 09/22/10 10/20/10 28 4.5 78 6.0 148.8 51008 4 12.73 4010 3500 lan Cimafranca(ACI 1-00045475) ACI CONCRETE FIELD TECHN. E. Cimafi'anca-(ACl:00947320) ACI CONCRETE STRENGTH TECH QUALITY PLANT1NSPECTOR LLC. QUALITY CONTROL LABORATORIES, LLC. 25~26 50TM STREET TEL: (718) 545-6064 WOODS1DE, NY 11377 FAX: (718) 545-6074 HIGH STRENGTH BOLT INSPECTION REPORT CLIENT: A.J.S. PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD. MATTITUCK, NEW YORK 11952 GC/SUB-CONT: AJS / PECKER IRON WORKS ARCHITECT: JRS ARCHITECT ENGINEER: KOUTSOUBIS ALONZO / SAVlK MURRAY REFERENCE DRAWING: # E.I, SIO1 - S9.01 REF. SPECIFICATION: Contract Drawing / Notes ACCEPTANCE STANDARD: AISC, ASTM A325 DATE: August 18, 2010 WEATHER: Sunny AIR TEMP: 82 Degrees INSPECTOR: lan Cimafranca TIME IN: 8:00AM OUT: 12:00PM REPORTED TO: Dan OF COMPANY: AJS PROJECT ID: REPORT NO. I General Area Covered By This Inspection: Roof Framing. Specific Location of Inspection: B'uilding It Fra~ning Column Line Bolt Grade Manufacturer/ Bolt Remarks Address or Elevation Or and Type Bolt Marking Diameter, Specific Location Grid Line Inch 10300 Main Roof Entire Roof A -325 USA/Kpf ~A dia. All tightened, see below Mattituck framing A-490 USA/kpf 7/8" dia. Bolt Tightening [] Calibrated Wrench [] Turn of TheNut Method [] Procedure [] Direct Tension Indicator [] Twist-Off Bolt [] Bolts were checked for: Suitable Washers [] [] Proper Storage [] Proper Lubrication [] C can ness [] Suitable Hole Diameter [] Joint Snagging Suitable Nuts [] Proper Stick-out [] Specified Coatings [] Summary: Steel beam to Column connections bolted using ASTM A325 TC Bolts per Drwg. S 101. Bolted connections installed satisfactorily, Visual inspection conducted and revealed that all spline on bolted connections are off revealing tightened and fully tensioned. lan Cimafranca Inspector Quality Control Laboratories, LLC. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET, WOODSIDE, NY 11377 PHONE: (718) 545-6064 qaqclabs~¥ahoo.com FAX: (718) 545-6074 SOIL FIELD DENSITY TEST REPORT CLIENT: A.J.S. PROJECT MANAGEMENT INC., PROJECT: JP MORGAN CHASE BANK ADDRESS: 1(~00 Main Road, Mattituck, NY 11952 GC/SUB-CONT: ULIANO & SONS REFERENCE SPEC'S: Project Specification DATE TESTED: August 18, 2010 WEATHER: Sunny 85 o F INSPECTOR: Ian Cimaffanca TIME IN: 8:00AM TO 12:00PM PROJECT ID: REPORT NO: 2 A. SOIL FIELD DENSITY TEST METHOD USED: AASHTO T310 - TEST METHOD FOR DENSITY OF SOIL AND SOIL- AGGREGATE IN-PLACE BY NUCLEAR METHOD (SHALLOW DEPTH) B, SOIL SAMPLE INFORMATION: SAMPLE 1D SOIL DESCRIPTION MAX. DRY UNIT OPTIMUM MOISTURE WT., PCF CONTENT, % 1 Light-brown SAND little Silt trace medium-to-fine rounded Gravel. 115.9 8.8 C. F1ELD DENSITY TEST LOCATION: See below WET DRY FIELD Compaction I~ST SPECIFIC LOCATION OF TEST ELEVATION LIFT # DENSITY DENSITY MOISTURE PROCTOR % PCF PCF (%) VALUE 1 Column Line B-B.4/3.5-3.7 GROUND FLOOR ..... I 18.9 112.0 6.1 115.9 96.7 2 Column Line B-B.4/1-2.3 GROUND FLOOR ..... 117.3 111.6 5.1 115.9 96.3 3 Column Line C-D/l-2 GROUND FLOOR ..... 119.5 110.9 7.8 I 15.9 95.7 4 Column Linc C-D/3-4 GROUND FLOOR ..... 119.0 I 12.3 5.6 115.9 96.9 5 Column Line A-B/2.3-3.3 GROUND FLOOR ..... 116.9 I 10.9 5.4 115.9 95.7 6 Column Line A-B/2.3 - 3.3 GROUND FLOOR ..... I 16.9 I 10.8 5.5 115.9 95.6 D. SPECIFIED COMPACTION: 950/0 MINIMUM E. COMPACTOR USED: Vibratory Roller REMARK: Reference Drawing S 1.01 - S8.01 loI 0.-~{ ~[~.~ ].~[,] Ian Cimaffanca INSPECTOR QUALITY CONTROL LABORATORIES, LLC. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 FIELD INSPECTION REPORT CLIENT: AJS PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD., MATTITUCK, NY SUB-CONT: AJl / PECKER ARCHITECT/ENGINEER: SAVIK&MURRAY/KOUTSOUBIS ALONSO ASSOCIATES, P.C. SPECIFICATION: CONTRACT NOTES / SPECIFICATIONS DATE: 9/22/10 WEATHER: Sunny 78°F INSPECTOR: lAN CIMAFRANCA TIME IN: 9PM OUT: I1AM REPORTNO: 1 Page 1 of 2 Location of Inspection: Structural Framing ~ Roof Referenced Drawing: S1.01 - S8.01 Description of Work: The Following inspection conducted to verify proper installation of Structural Framing supporting Roof. Contractor installed Light Gauge Steel Trusses connections of Top/Bottom Chords & Web members with bracing between the connections. Screwed using # 10-16T/3. Installation satisfactorily Completed per Approved as Noted submittal (Steel Truss Company) dated 8/24/10 and Drwg. Details Photo # 1 Photo #2 Photo #3 Photo #4 QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 FIELD INSPECTION REPORT CLIENT: AJS PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD., MATTITUCK, NY SUB-CONT: AJI / PECKER ARCHITECT/ENGINEER: SAVIK&MURRAY/KOUTSOUB1S ALONSO ASSOCIATES, P.C. SPECIFICATION: CONTRACT NOTES / SPECIFICATIONS DATE: 9/22/10 WEATHER: Sunny 78°F INSPECTOR: IAN CIMAFRANCA TIME IN: 9PM OUT: 1 lAM REPORT NO: 1 Pa~e 2 of 2 Location of Inspection: Structural Framing ~ Roof Referenced Drawing: S101 - S8.01 Photo #5 lan Cimafranca (AC12-00045475) Inspector Quality Control Laboratories, LLC. QUALITY CONTROL LABORATORIES, L.L.C. 25-26 50m STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 FIELD INSPECTION REPORT CLlENT: AJS PROJECT MANAGEMENT PROJECT: JP MORGAN CHASE BANK ADDRESS: 10500 MAIN RD., MATTITUCK, NY SUB-CONT: AJI ARCHITECT/ENGINEER: SAVIK&MU RRAY/KOUTSOUBIS ALONSO ASSOCIATES, P.C. SPECIFICATION: CONTRACT NOTES / SPECIFICATIONS SDI Manual DATE: 9/29/10 WEATHER: Sunny 78°F INSPECTOR: lAN CIMAFRANCA TIME IN: 2PM OUT: 4PM REPORT NO: 2 Location of Inspection: Roof Referenced Drawing: S-101 - S8.01, NUCOR VULCRAFT Drawing D1 of 1. Description of Work: The Following inspection conducted to verify proper installation of Metal Deck at Roof. Contractor installed 1.5" Metal Deck Screwed to tresses, 1" Screws SI-#10 TEK spaced at 12" o.C. to tresses. Side laps screwed at 12" o.c. and overlap minimum of 2". Deck Edges Fasten at 6"O.C. (See Photo #1 Photo # 1 Photo #3 Remark: Metal Deck installation, completed and Satisfactory. lan Cimafranca (ACI-00045475) Photo #2 Photo #4 Inspector Quality QUALITY CONTROL LABORATORIES, LLC. 25-26 50TM STREET TEL: (718) 545-6064 WOODSIDE, NY 11377 FAX: (718) 545-6074 STRUCTURAL STEEL WELDING INSPECTION REPORT CLIENT: A.J.S.PROJECT MANAGEMENT INC. PROJECT: JP MORGAN CHASE MATT1TUCK BRANCH ADDRESS: IO~c~e i,A~,~ g-C[.~ ~4a.4'~Jn, ckI/Ox/ REFERENCE DRAWING: Pecker iron Works Shop Drwg. Sheet 1 -15. REFERENCE SPECIFICATION: CONTRACT DRAWING & NOTES ACCEPTANCE STANDARD: AWS D1.1, AISC 13th Edition DATE: 8/18/10 WEATHER: Sunny INSPECTOR: lan C. / E.Cimafranca TIME1N: 9am TIMEOUT: 2PM. PROJECT ID: REPORT NO. 1 Stages of Inspections Base Metal Fit-up and Preparation Alignment Repair Welding Initial Root Pass Intermediate Pass [] [23 [] Final Inspection [] [] Re-Inspection [] Other Base Material:A500, A992, A52,A36 Thickness: Varies Type of Weld: Groove / Fillet / Spot/Other Type of Joint: Tee / Lap Welding Machine: Miller Capacity Amps:lB0 Amps Total Linear Inches of Weld Inspected: per Column indicated Process: SMAW Position: Flat, Hor., Vertical Weld Size: W' - 5/16" Electrodes: E7018 Polarity: DCEP Other: Accepted: All Not Accepted: Welder's Name License No. Expiration Date Emmanuel I. Meltis 7227 I General Area Covered By This Inspection: Fabricated HSS Columns ~,, Ground Floor Level. >ecific Location of Inspection: %31-11 Loc~ion 10~00 Main Rd. Martituck, NY Framing / Elevation HSS Column Ground Floor Column or Grid Line A-E/l-4 Type Of Member HSS Column 10~00 Main Rd. Stiffner Plates Beam 3B3 Stiffner Mattituck, NY 4B 1,4B3,5B3 Plates 5B5,5B4 See Below Remark Summary of Inspection: Fabricated Columns previously delivered by Percker Iron Works, Visually inspected the HSS Column Welding on Steel Tube to Plate connections as indicated in Shop Drawings Sheet I thru 15. Stiffner Plates also visually check for compliance as per ASW D I. 1 code. Inspection/Verification of Weld reinforcement for Porosity, Cracks and other Discontinuity. lan Cimafranca/E. Cimafranca INSPECTOR QUALITY CONTROL LABORATORIES, LLC. Milrose Consultants, Inc. Letter of 66 West Barclay Street Hicksville, NY 11801 Telephone 516-939-CODE (2633) Fax 516-939-2326 Transmittal Date: 11/17/10 Project Number: 31652 TO: Town of Southold - Building Department 54375 Route 25 Southold, NY 11971 ATTENTION: Mr. Gary Fish RE: JPMC - Mattituck 10300 Main Road Mattituck, NY 11952 WE ARE SENDING YOU: QUANTITY I IDENT. NO. I DESCRIPTION 1 Flamespread Report- Furniture 1 Flamespread Report - Ceiling Tile 1 Flamespread Report- Wall Base (B-1) 1 Flamespread Report - Carpet (C-1 ,C-3) 1 Flamespread Report - Walk-Off Carpet (C-2) 1 Flamespread Report - Tile (CT-1) 1 Flamespread Report- Wood Floor (WD-1)/Lineoleum Floor (LIN-1) 1 Flamespread Report - Plastic Laminate (PL-1) 1 Flamespread Report - Walk-Off Grate (GR-1) 1 Flamespread Report - Wall Covering (WC-1/WC-2/ THESE ARE TRANSMITTED as checked below: For Approval ~ Approved ~ Resubmit copies for For your use ~ Approved as noted ~ Submit copies for As requested Returned for corrections Return corrected prints For review and Other __ REMARKS Please see enclosed Flamespread Reports for the above referenced address. Should you have any questions, please feel free to contact me at 516-939-2633. CC: BLDG. DEPT. TOWN OF SOUTHOLD By Reply to: '~o~¢ ~ LABORATORY ACCREDITATION BUREAU ACCREOI Accreditation ANSI/B~FMA MECHANICAL Tests Product Compliance Laboratory Confirmation of Product Compliance 4/22/2005 Steelc~se Answer product line has been desigueA and engineered for safety, performance and quali~. Whet~ applicable; ~mpies represeutatlve of cur~nt pruduabon have beeB tested ~d fo~d m meet or exceed the indus~ St~dards, including but not tin'ted to the ~ollowing requiremenB~ ANSi / BIFMA - American National Standards for Office Furnishings X5 9-2004 Storage Uait$ Testa X5.6-2003 Panel Systems Tests U L 723 Surface Burning Characteristic of Building Materials* **- (ASTM E 84 or NFPA 255 test methods) UL 1286 Standard far Sa f,~ty of Office Furnishings* Flame Spread index (FSI) less than 200 Stroke Developed Index (SD[) less than 450 (unless labeled "Smoke Developed Index Over 450") All Steelcas¢ standard fabrics are 100% polyester. Technical data for all standard fabrics can be found in the Steelcase Surface Materials Specification Guide. ASTM C4Z3-02a & E795-00 Standard Test Method for Sound Absorption (Acoustic Testing)* Pc, formance Tackable Acoustic Panels .65 16 ASTM E72, SWength Test of Panels for Building Construction, Seetinn 12, Transverse Load UL 183 Manufactured Wiring Systen~~ NFPA 70 National Electrical Code* The Sloe[case Answer system has been designed for installation in compliance widt the National Electrical Code. Final inteq~retabon o f complia, ce is legally the responsib ili~ of the Ioca{ authority-having-jurisdiction at the installed location UL 153 Portable Electric Lamps¢' (Steelcase lighting products) *This spe¢ificatlon is not included in lh¢ ~cop~ ut'accreditation. **Where applicable compllance to file UL Stmadard~ is evidenced by UL Labels affixed to the product. complimtce to the Standards and reqnirem¢~{ts listed. A list of flue accredited independent laboratories is available upon request. Srnccrcly, J'dff ~USculus, Manager St~¢lease Product Compliance Laboratory pig 6[6.6984685, Ema~l ~msctdu(&sleelea~:e.cIlm This document ntay bo reproduced h~ full ~nly. per/bmlance standards, including all building, fire, and electrical codes. This exclusion includes but is not limited to the usc of non-Sledcase p~ne[ FROM (WED) 12. 2' 09 10:39/ST. i0:38/NO. 4861t46641 P 2 ACCREDITATION BUREAU Accredi(ation ACCRFDIT£D ANSI/BIFMA Product Oompliance Laboratory Confirmation of Product Complian¢o Steelcase Turnstone Domino seating products have been designed, engineered, and manufactured, to meet or exceed all applicable ANSI / BI FMA (American National Standards for Office Furnishfi~gs) requirements for safety and performance. Samples representative of current production have been tested and found to be in compliance with the following ANS[/ B1FMA Test Requirements: ANSI / BIFMA X 5.1 - 2002 General Purpnse Office Chair Tests Tested and found in compliance: Domino TS37t01 Side (;hair Domino TS37102 Cushions In addition to ANSI / BIPMA Standards lhe chair line listed above has been tested and found to be in Compliance with the ~bllowing flammability Standards Calit~rnia Technical Bulletin 116: Flame Retardance o£Upholstered furniture California Technical Bnlletin 117: F~ame Retardance of Resilient Filling Materials in Upholstered Furaiture NPPA 260: Cigarette Ignition Resistance of Components of Upholstered Furniture Steelcase oses its own ISO 9001 registered and [SO 17025 accredited Isbn,stories, and accredited independent laboratories, to verify compliance to the Standards and requirements listed. A list of accrcdKed independent laboratories is available upon request. .left MLtSoul us, Manager Steelcase Product Compliance Laboratory PH 616-698-4685, Email imus_c.t~steeMtse.gSkm_ /his document may be reproduced in full only. Steclcase wart,~ntics, expressed or mlplied. ACCREDITATION Accreditation BUREAU Product Compliance Laboratory Confirmation of Product Compliance 7/2112008 Steetc~e Jersey seating products have been designed, engineered, ~d manu~'actured, to meet or exceed all applicable ANSI / BIFMA (American National Standards for Office Furnishings) refluh'emeais for safety arid perfmT~ance. Samples representative of torrent production have been tested and found ts be in compliance with the following ANSi / B[FMA Test Requirements: ANSI / BIFMA X 5.1 - 2002 General Purpose Office Chair Tests Tested and found m compliance: Jersey Work Chairs and Multi.Use Ch,q~rs in addition to ANSi / BIFMA Standards the chair line listed above has been tested and found to be in Compllvm¢c with the follo'.vmg flammability Standards Calit~rnia Technical Ilulletln 116: Flame Refardance of llpholstered furniture Call[ornia Technical Ilalletin 117: Iqame Retardance of Resilieat Filling Materials in Upholstered furniture b~FPA 260: Cigarette Ignition Resistance of Components of Upholstered Furniture LOAD LIMITS Jersey series chairs have been tested to increased loads and forces that exceed the ANSI/BIFMA X5. 1-2002 Standard This testing ensures that the Jersey chairs will support users weighing up to 300 lbs with rio loss si-performance Steelcase uses/ts own 1SO 9001 registered and ISO 17025 accredited laboratories, and accredited independent laboratories, to verify com. plumce to the Standards and requilements listed. A list ogaccreddcd independent laboratories is available upon request. Sincerely, Jei'f Muscu[us, Manager Steelcase Prod,.~ct Comphance Laboratory PH 616-698-4682~ EmaJl ]Im,sculu(J'.~eelcase corn This document may be reproduced in full only. Product Compliance Laboratory Confirmation of Product Compliance 3/1012009 $1:eeicase EE6 products have been designed, engineered, and mauutkctured, to meet or exceed all applicable ANSI ! BIFMA (American National Standards li)r Office Furnishings) ~equkements for safety and perfo~ mance Samples representative of current product:on have been tested and found to be in compliance with the following ANSI / BIFMA £est l',equit~ments: ANSI / BIFSIA X 5,5 - 201)8 Desk/Table Products Tests ANSI / BIFiX'IA X5.9-2004 Storage Products Tests Service Modules, Pedeslals Credenzas, Lateral Files Tackboards In addidon to the BIFbbk reqoiremen~s the EE tackboards, when upholstered witb 100% polyestm hthdc, meet the flammability requirements listed below UL 723 Surface Burning Charaeteristlcg of Buildlug Materinls* ** (ASTM E84 or NI~PA 255 test method) UL 1286 Standard for Safety of Office Furnishings* ** Flame Sprend index (FS [) less than 200 Smoke Devdoped Index (SDI) less than 450 (unless labeled "Smoke Developed Index Over 450") *This specification is not included in tbe scope ofiaccmditation. **Where applicable comptiance to the LIL Standards is evidenced by UL labels affixed to the product S[cclcase uses its own 1SO 900l registered and [SO 17025 accredited [abm'atorics, ired accredited thdependcm laboratories, to verify compliance to Ibc Standards and mqc. b'ements listed A list of accredded independent [abolatm/eg i~ available upon Ieqttest, Jeff i~iusculus, Manager Steelcase Prodact Compliance Laboratory 'lh~s document may be reproduced th full only MATERIAL SAFETY DATA SHEET Ac~hu.g World lndus~es, lac. Environment, Health and Safety 2500 Columbia Avenue, P.O. Box 300t Lancaster, PA 17604 Telephone (717) 396-2328 or 396~2935 l~u~t By: SaEty, Health and Industrial Hygiene Department HMIS ( 0 = miMmal hazard, 4 = severn hazard ) Flammability - 0 Division: Building Products Dat~: I 1/28/05 (replacm 6/I/00) N/A - Not applicable or Not Availab{¢ N/K = Non~ Known or Not Known I. Product Information A, ProductNam~: Man-mad~Vit~ousFtherCeilingsandWallPan¢la(C'k~sA~.'.MSDS #I B. Chemical Name and Synonyms: N/A C. Chemical or Product Family: Man~nmde Vitreous Fibers Il, lnzrcdiom Informat~9~ A. Hazardous Coraponents ~ OSHA PEL ( Chemical ld~ntiiy; Common Name ) Respirable: Mineral Wool Fiber 0-60 I ~'cc Fibrous Glass C.A.S No. NIA 65997-17-3 0-13 I ~/cc ACGIH TLV Re, spirable: f/cc I f/cc This product formulation does not coatain asbestos. IlL IV. Physical Data B. BoilingPoiat(degm~F): N/A C. Vaporpt~saum{mlnHg~20degmesC); N/A D. Vapordensity(Aa'=l): N/A E. Solubility in Water: N/A F. SpeeifleGravity(HzO~l): N/A O. Pepzont Volatile by weight ( 30 min. ~ 275 degrees F ): N/A H, Evaporation Rag ( Butyl Acetate ~ I ): N/A Fire and Exolosion Data A. Flashpoint: N/A B. Flammable P,~nge: LEL = N/A; UEL = N/A C. Extinguishing Media: Water fog, dry chemical ABC rated D. Special Fire Fighting Procedures: None E. Unusual Fire and Explosion l-{:tzards: None Conlima3~: Man-made Vitreous Fiber Ceilings and Wall Panels (Class A) - MSDS #l Date: I 1/2§/05 (replaces 6/tt00) V. Health Data A. l~marv Route (s} of Entry~ Inhalation, skin, and eye contact B, Tamer Orions: Lungs, skin and eyes Effects ofOverexoosure: &cute Health Eff'ee!$. Products ate a transient mechanical irritant to the skin, eyes and upper respiratory system. Refer to sp~cla{ protection in formation for handling instructions. Chronic Health Effects: Mineral Wool Fiber: Mineral wool fiber has been classified as "not classifiable as to its carcinogenicity to human' (Group 3) by tho Intamational Agency for Resear~:b on Cancer (1ARC). Fib~'ous Glass: Fibrous glass has been classified as "not classifiable as to its carcinogenici~y to human" (Group 3) by the International Agency for Research on Cancer (IA RC). Fibrous glass is listed by NTP as 2, reasonably anticipated to be a carcinogen C.Garcinogenicitv: NTP: Yes IARC Monographs: No OSHA Regulated: No D. Medical Conditions Generally aggravated by Exposure: Any condition generally aggravated by respiratory and mechanical irritants in the air or on the skin. Pre-exiagng upper respiratory and lung disease such as, but not limited to bronchitis, emphysema, and a~tbma. E.First Aid I~roc~dqres~ Skiq: Wash with mild soap and ixlllmng water Eye~: Flush with flowing water for at least t5 minutes and if symptoms persist, seek immediate medical attention. VI. .l~egc v{ty Dg.t_a A. Stability: Material is stable incompatibility: N/K C. Hazardous Decomposition Products: Carbon dioxide, and other trace pyrolysis products typical of decomposigon orany organic chemical. D.Hazardous Polymerization: N/A VIi. Spill or Leak Procedurqli A. Steps to be taken if material is released or spilled: N/A B. Waste Disposal method: Dispose in accordance with federal, state and local waste disposal regulations. The primary method o f disposal is in a municipal or indusl6al landfill. Special Proteqtiort Information Duhng the installation, be co,lain that the work site is wes ventilated, and avoid breathing dust. If high dust levels are anticipated during installation such as wi~h the use of power tools use the appropriate NIOSH approved dust respirator. Ali power cutting i~o[s must be equipped with dust collectors. After using these mater/als, wash with '~arm water and mild strop. Do not scratch or mb skin if it becomes it'mated employed when working with any materials. It is important that the end user makes a determination regarding the adequacy of the safety procedures employed dudng the ese of this product ULTIMA® Open Plan /- Selection Typical Applications Detail Color (~mstron~ FROM (WED) 12. 2' 09 10:40/ST. 10:38/N0 4861146641 P 8 ULTIMA® Open Plan Tegular fine texture Visual Selection Performance Selection ~]~' ~ z~.x~4~ ~ ..... ~,:.~ ~ ..... Suspension Systems Physical Data Johnsorfite Product Specification ~. PROPRIETARY PRODUCT/MANUFACTURER i~ Proprietary Product: TightLock Carpet and Resfiient/Topeet Wall Bases. United States Patent#5,212,923; Canadian Patent #D SohflJons 4 and other patents pending 1.2 Manufacturer: dohnsenite, [nc., 16910 Munr~ Road Chagdn Fails, Ohio 44023 Phone: (800} 899-0916 (440) 5434916 Fax: (440) 543-8920 Tach: Ext 297 Samples: Ext 299 Web: ',w~w.johnsonge.cam E-mail: infoL~.,johnsenite,com ~ 7, Proprietary Product Description: t3r Construction: JohnsonRe "TightLock Carpet' wall base is e ',,','edge- shaped toeless base specifically designed to be pre-hung pdor to traditional, direct, or double glue down carpel installations. Johnsonite "TightLock -Reai[ient/Topset" wall base is specifically designed for reaitient installations, The 'q'ightLock - Resilient" product provides a smooth transition from "TightLock CarpeF wall base, where carpet adioins resilient materials, while maintaining a sleek, tueless appearance. All TightLeck ',vail bases ara available i0 either rubber or vinyl formaiatJons which meet the performance requirements of ASTM F-1861, Fype IP and TV, Group I (solid) Standard Specification for Resilient Wall Base 13? Physical Characteristics: TightLock Carpet Wall Base Rubber (TDC) and Vinyl (TCB): · 114" (6,35 mm) wed§e-shaped profile thickness · 3-1/4" (8.26 cra), 4-1t2" (11,43 cra), and 6-1/2" (16.51 cra) overall heights · 1/4"(G.35alm) hiddensp~cerresultsin3~(?.62cel),4.114. (10.8 cm), and 6-1/4" (15.88 cra) exposed face au,fracas respectively · 4' (I 22 m) straight and 75' (22.86 m) coiled lengths · Straight (To¢ese) profile only · Inside and Outside Comers with 4" (10.10 cie) returns available TightLock - ResigentrropSet Waif Bas~ Vinyl (TCBR): · 1/4" (6.35 mm) wedge-shaped profile thickoess · 3-1/8" (7.94 cra), 4-318" (11,11 em), and 6-318" (16.19 cra) overall heights · 4' 11.22 m) straight and 75' (22.8B m) coiled lenphs · Coved (Toe) profile only · Outside Corners with 4' (I0.16 cra) returns available 2. PRODUCT PERFORMANCE AND TECHNICAL DATA 2.1 Hardness: ASTM D 2240: Rubber- 85 Shore A; Vinyl - 90 Shore A 2.2 Flaxibiggt- Will not crack, break, or show any signs of fatigue when bent around a 1/4' (6.4 mm) diameter cylinder. 23 Fire Resistance: 2.3.1 ASTM E 84/NFPA 255 (Flame/Smoke) - Class A, < 450 232 ASTM E 648/NFPA 253 (Critical Radiant Flux) - Class 1 24 Meetsorexceedstheperformancemquirementsforresistsnceto heat/light aging, chemicals, and dimensional stabiliiy when tested to f,he methods, as described, in ASTM F4861, 3. INSTALLATION 3.1 The installation of Johnsoeite TightLock VVall Bases should not begin until the work of all other trades has been compleled, especially overhead trades. Areas to receive walt base shall be clean, fully enclosed, weaBer tight, and maintained at a uniform temperature of at least 650 F for 24 hours before, duties, and after the installation is completed ~e wall base and adhesives shall be conditioned in the same manner. Coiled wall base shall be uncoiled and lay ~lat for et least 24 hours at 65~ F pdor to installation. Floors and walls shall be clean, dry, free of dust, all paints, wallpaper, and all other foreign material, which may affect proper adhesive bonding. Wall Base may be inslailed on interior plaster, gypsum wallboard, concrete, masonry, mineral-reinforced cement board or similar porous surfaces. Wall Base shall eel be installed on surfaces that wilt be exposed to drastic temporaire changes or moisture. 32 Adhesives: Porous Sue'aces Johnsoaite//960 Aor.jlic Cove Bane Adhesive Application: 1t8" square notch trowel Coverage: approximately 250 linear feet of 3-1/4" TightLeck Wall Base Nco-porous Surfaces Johnsonita #945 Cointact Bond Adhesive Application - Brush or roller Coverage - approximately 360 sq It/gallon 3.3 Installation Manuab Refer to Johnsoni[e TightLack Carpet or fightLock Reailient/TopSet Wall Base Installation Insltuctions for complete installation detalia. 4. AVAIl,ABILITY AND COST 4,1 Available tbrough authoaized Johnsonite distributors nationwide. TL cRPr_RES PS 101207 © 2006 JoUnsor}itc, hlc A '[v, lk¢lt Company. Dhnsonite Product Speci£icat/on 5. WARRANTY 5 I Lira/led I year wan'anty. For complete details, contact Johnson/re or an author/zed Jolmsonite distributor. 6. MA[NTENAN CE Refer ts Johasoni[e TightLock or TigbtLock - ResitienttTopSet WeI! Base [ostellation ths~uctiens for complete maintenance details. ~ IECHNiCAL SERVICES ri Samples: Submittal samples for verifica[ion and approval available upon request from Johnsonite. Samples sha!l be submitted in compliance with the requirements of tho Contract Documents Accepted end approved samples shall c'ot~stitute the slandard materials which represea[ materials isstalled on the project. 72 For currerd/estellatJon and Maintenance IrlsCUCtJons, Product .<;pecificatiens, a*}d ottmr techrlicaJ date, visit us os the web at www.johnsonite,com or contact Johnsonite at 1-800-899-8915. TrzterfaceFLOR- NFPA Ratin~l GHd-~et Green Glue 2000 /SOD] 424-9~0 Section I: fderdRy Product Name Manufeclurer Manufaclurefs Addmss CAS ~r ~MIS ~assi~ca~n Chemic[ Che~ Felly Gr~d-Set Green Glue 2.000 XL Brands 4284 8eu~h DUe Hwy; Resale, GA 30735 ~opde~ mi~um Not ~n~J~ed P~pdef~ m~um Section2: Hazardous ~ngredJents Inform~Uon Section 3: Phy'4cal and Chemical Characteristics Bo~Jing PoEIt V~/ght per Galk~n Percen~ Va]atJJe by Weight Vapor Oensily ~ir= 1) Ot~er Section 4: F~re arid Explosion Hazard Data Fresh Point Non-~an~31eble in aqueo~ fo~. F~mma~e Limits ~ A~ (~ ~ V~lume) fog bum. 212 deg. F. 8.0- 8.4 ~bs. 49-51 (w'~ter) Method Used ASTM D-B3 Adhesive 2000 Page 1 of 2 Section $: Physical Hazards Section 6: Health Hazards (Signs and Symptoms of Exposure: See Section Medical Condilions Aggra vafed by Toxidiy Lis~ad as Carcinogen or Potemial Carcinogen by: -NTP LA.R.C OSHA Emergency First Aid Procedures; EYE CONTACT: A~id eye contact, Can cause eye i~dtallon, INHALATION; NO e~Tects are expeded. No dale available NO SectJen 8: Special Precautions and Spill/Leak Protection Adhesive 2000 Page 2 of 2 ~,a'd ~¢gE-O6E-~E LIOglap3 a~lep eP¢,:60 60 gO INTERFACE TEST REPORT #031G12- 90571 Page 1 of 1 Test Method Conducted: ~lSTM E648 - 15Minute Critical Radiant Flux of Floor-Covering Systems Using a Radiant Energy Heat Source (As required by NY/NJ Port Authority, Local Law 16, which states that "'The timeframe may be ibnited to 15 minutes. '9 Test Method Performed By: Interface Flooring Systems, Inc. Testing Laboratory NVLAP Code: 200402 Graham Scoff Technical Center 1603 Executive Dr. LaGrange, GA 30240 (7'06) 812-6152 FAX: (706) 884-8669 Customer: JnteffaceFl_OR sb']* ~.,,e: Meditations s~le~: 6721 Backthg: GlasBac Te~ting Complete: 04/24109 Report il~aed: 04124/09 Subject: Specimens of the submitted sample were prepared and tested in accordance with tho procedures proposed by ASTM/-648. Scope: This fire-tesbresponse stondard meuuures the critical radiant f~ux at flame-out, it provides a basis for estimating one aspect of fire exposure behavior tar floor-covering systems. The imposed radiant tlux simulates the thermal radiation levels likely to imping~ on the floors of a buildimj whose upper surfaces are heated by flames or hot gases, or both, from a fully developed fire in an adjacent room or compartment. The slandard was developed to simulate an Irspodan[ fire exposure componen~ of fires that develops in corridors or exitw~y~ of buildings and [s not irsended for routine use i~ estimating flame spread behavior Of floor co¥oring itl building areas other than corridors or axitways. Test Specimen SarsptJng and Conditioning: (Per ASTM E 648) Three 10" by 14~ specimens were cut in the machine direction. Adhesive was applied to tho smooth side of the GRC board in accordance with the rsanufacturer's directions. The carpet samples were laid into the adhesive and rolled with a paint roller with about 20 pounds pressure to assure a good bond, and dead-stacked overnight before conditioning. The *staples were conditioned for a minimum si 96 h at 69.8 deg. plus or rsinus 5.4 deg. F and a relative hursidity o~ 50 % plus or minus 5%. While n cond tioning, the specimens were supported by racks so that air had access to e~[ surfaces. Results/Record Storage: Results listed on this report are abbreviated. The critical radiant flux is the level of incident radiant heat Critical Radiant Flux is cousidered to be the final resulL All raw data pertaining to this study are to be retained in designated interface Testing Laboratory Files. A copy of the raw data. tables, graphs, or tabulations which support this report can be obtained upon request. Final Result: A. vg. Critical Radiant Flux (15 min) =l 0.90 Interpretation of results: A classification system has been established for FLooring Radiant Panell ?ira. its. Carpets with a minimum of.50 critical radiant flux are considered~Class I. Carpets with a Class Iii ~rating are not accepted, j Accredited by the National Voluntary Accreditation Program (NVLAP) for the specific scope of Accreditation under NVLAP Lab Code #200402 PDF created with pdfFactory trial version www. pdffactow, com INTERFACE TEST REPORT #03/G12- 61871 Page 1 of 1 Test Method Conducted: AST~I E648 - 15 Minute Critical Radiant Flux ofF/der-Covering Systems Using a Radiant Energy Heat Source (~Is required by NY/NJ Port Authority, Local Law 16, which states that "The timeframe may be limited to 15 ~ninutes. '9 Test Method Performed By: Interface Flooring Systems, inc. Testing Laboratory NVLAP Code: 200402 Graham Scoff Technical Center 1603 Executive Dr. LaGrange, GA 30240 (706) 812-6'152 FAX: (706) 884-8669 10/27/06 R.Dozier InterfaceFLOR Commercial Architectural Plans Collection $~yt*#: 4652,4654,4653 decking: Olase~c Testing Complete: 11106/06 ReportIis.ed: 11/06/06 Subject: Specimens of the submitted sample were prepared and tested in accordance with the procedures proposed by ASTM E-648. Scope: This fire-test-response standard measures the cdtical radiant flux at flame-out. It provides a basis for estimating one aspect fke exposure behavior for floor-covering systems. The imposed red[ant flux simulates the thermal radiation levels likely to impinge on the floors of a building whose upper surfaces are heated by flames or hot gases, or both. from a fully developed fire in an adjacent room or compartment, The standard was developed to simulate an important fire exposure component of fires that develops in corridors or exitways of buildings and is not intended for routine use in estimating flame spread behavior of floor covering in building areas other than corridors or exltways. Te~t Specimen Sampling and CondiUonlrlg; (Per ASTM E 648) Three tO" by 14" sp~cirnens were ~;ut h~ gte machi,e direction. Adhesive was applied to the smooth side of thc GRC board in accordance with the manufactur~"s directions. The carpet samples were laid into the adhesive and rolled with a paint roller with about 20 pounds pressure to assure a good bond, and dead-stacked overnight before conditioning. The samples were conditioned for a minimum df 96 h at 69.8 deg. plus or minus 5.4 deg. F and a relative humidity of 50 % plus or minua 6%. While in conditioning, the specimens were supported by racks so that air had access to all surfaces. Results/Record Storage: Results listed on this report are abbreviated. The critical radiant flux is the level of incident radiant heat energy on the floor covering systsnl at the most distant flame-out point. In this test, three specimens were tested and the Average Critical Radiant Flux is considered to be the final result. All raw data pertaining to Ibis study are to be retained in designated fntedace Testing Laboratory Files. A copy of the raw data, tables, graphs, or tabulations which support this report can be obtained upon request, Final Result: Avg. Critical Radiant Flux (15 min) =1 0.79 Interpretation of results: A classification system has been establist~d for FLooring Radiant PanelI rnmits. Carpets with a minimum of.50 critical radiant flux are considerecr'Class I. Carpets with a Class II ~rating are not accepted. Accredited by the National Voluntary Accreditation Program (NVLAP) for the specific scope of Accreditation under NVLAP Lab Code ¢Y200402 PDF created with pdfFactory trial version www. pdffactow, com Mats Inc. Technical Data for Tire Tile Product Description Material Select bus and truck tires Backing ~"hon-flammable solid adhesive base Tile Size 12" x 12" - 1 sq tt per tide Case Pack 25 tiles per case - 25 sq ft per caso Technical Specifications Test Product Dimensions Totalheight ISO 1776 Totalweight ISO 8543 Safety Surlace tlammabilily ^STM D2859 CPSC FF 1-70 LEED IEQ Credi[ 4.1 LEED-NC v. 3 MR Credii4 LEED-NC v. 3 MR Credit 5 LEED-NC v. 3 Requirement Tire Tide In inches 3/8" In pounds per square foot 2 tbs/sq,ft. Test specimen must be greater than i" in at least 7 of 8 specimens tested Passes For 1 point: Iow-emittJng adhesive with a Tire Tile adhesive voc: VOC of 50 g/L or les~ for indoor carpet 10 g/L adhesive For 1 - 2 points: $ vaJue of all materials = 80% recycled min. average 10% recycled content (post-consumer) For 1 - 2 points: The material must be manufactured within 500 miles of the project location. Rev 5/09 www. matsinc.com. 1.800.MATS.INC Matsfnc: Products Page Specs Material; Recy~;l~d Rubber Tiro Strips Style: Buffed, Chenille-like Fluff Cord Overall Thickness: 3/8" Backing: Non-flammable Base Recommended Installation: Quarter-turn Tiles (Parquet Pattern) Recommended Adh.esive: Tire Tile Adhesive LEED: Possible LEE£)-NC credits: IEQ Credit 4.1 (1 point), MR Credit 4 (%2 points), MR Credit 5 (1-2 points) Recycled Content 80% post- SIZES Sfandard: 12" x 12" Tile: 25 per case - full cases only · Environmentally friendly -- made from recycled fires · VVheeled traffic moves efficiently across the surface · traps dirt, absorbs moisture and protects floors · Low maintenance · Common Uses: High traffic lobbies, retail stores, · Quick Ship http://www.matsinc.com/productpagc/p rlnt.aspx?style=115 9/I6/2009 Material Safety Data Sheet Mamdhct urer/[mporter: Section 1 Chemical Identification Marazzi USA. 359 Clay Road Sunnyvale, Texas 75I 82 Date: September ! 5, 2009 Product: Ceramic and Porcelain Tile Point of Contact: Stcven T. Wiederwax Safety and Environmental Administrator 972-226-0110 Ingredient Crystalline Silica* Section 2 Hazardous Ingredients Percentage PEI, TLV Comments Carcinogen 20 - 25 30 mWm~ Total Dust Yes 0.1 mg/m~ 0.1 mg/m~ RespirabIc Dust * Crystalline Silica is a known carcinogen to the State of Callfornia. Notc: CUstalline Silica is inherent in the clays and sand used to produce ceramic and porcelain tile. Further the glazed cerarrdc and porcelain tile surfhce may contain trace amounts (< 0 1%) of cadmium, zinc, or chromium compounds. ' Bolling Point (F): N/A Vapor Pmssure: N/A Solubility in Water: Insolub[e Specific Gravity: N/A Section 3 Physical Data Percent Volatile by Volume: N/A Evaporation Rate: N/A pH: N/A Flashpoint: N/A Appem'aace and Odor: (],laze surhce varies. Body is white to cream in color with no distingaishable odor. MSDS Pnrcelain Tile As of: 9/15/2009 Section 4 Fire and Explosion Data l"lashpoint: N/A Lower Explosion Limit: N/A Flammability Class: Non combustlb[e Upper Explosion Limit: N/A Extinguishing Media: Water Fire Fighting Procedures: No special procedures am required. As iA1 all fires, fire fighters should wear SCBA and full protective clothing. ~/-Unusual Fire mid Explosion Hazards: This product will not bum. Use appropriate techniques to fight surrotmding fire. Section $ Health Hazard Informatiun Routes of Exposure: inhalation and Absorption Acute Effects: Some sMn irritation may occur fi'om contact with thc clay powder rcsultlng fi'om tile cutting npcratioas. Chronic Effects: Crystalline silica is a known carcinogen and produces a condition known as silicosis in humans. First Aid Procedures: Eyes: Rinse eyes with dean waler fnr at least 15 minutes. If irritation persists seek medical attention. · Skin: Wash hands thoroughly with soap and water after handling. · Inhalation: Ifa cough develops the individual shonld seek medical attcntinn. Personal Protective Equipment Requirements Skin: Water proof or water resistant gieves should be worn when installing porcelain tile. · Eye: Protective glasses should bc worn when cutting porcelain tile. " RespiratoAy: A dnsk mask shnuld be worn when dry cutting ceramic or porcelain tile. If work activities will ca~sc a dust cloud than a N95 or N 100 rated respirator should be worn. Section 6 Reactivity Data Stability: This is a stable material Hazardous Po ymerization: Will not occnr Incompatibilities: None known Instability Conditions: None known Decomposition Tcmperature: Not Established Decomposition Products: None known Section 7 Spill or Leak Procedm-es Spill or [,cak Procedures: Not applicable MSDS } orcelam I tie 3 As 02 9/15/2009 Waste Disposal Methods: Scrap ceramic and porcelairt tile should bc disposed of in accordance with applicable state and local regulations. Scrap cermnic and porcelain tile is not a hazardous waste under U.S.E.P.A. regulations, NYD RE E 1191 Venture Drive Forest, Virginia 24551-2273 Tel 434.525.9451 www.nydree.com MATERIAL SAFETY DATA SHEET } SECTION I - PRODUCT IDENTIFICATION ~'age ~ or TRADE NAMES: All Nydree Acrylic Impregnated Engineered Wood Flooring Products [Timeless Series 3, Timeless Series 4 (Does not include Strand Bamboo), Jefferson Collection Type 2, Jefferson Collection II~, COR Collection, Americana Collection, Olympia Collection, Exotics Collection, GammaBamaBoo Collection and Nydree Classic Collection] COMMON NAME: Acrylic Impregnated Wood Plank CAS NUMBER: None MANUFACTURER: Nydree Flooring, LLC CHEMICAL NAME: None EMERGENCY CONTACT: 800.283.5667 DATE PREPARED: 08.12.09 TECHNICAL INFORMATION; 800.283.5667 REPLACES: SECTION Il - INGREDIENTS/IDENTITY INFORMATION COMPONENT (CAS NUMBER) OSHA PEL - 8 HOUR TWA Wood (Various species) or Bamboo and 15 mg/m~ (Nuisance Dust/Wood Dust) Polymerized Methyl Methacrylate (901%14-1) dust 5 mg/m3 (Respirable) generated from sanding, screening, sawing, routing, cutting, etc. OSHA REG. 29 CFR 1910.1200: None. SARA TITLE III SECTION 313: None. SECTION III - PHYSICAL DATA BOILING RANGE: Not Applicable, VAPOR DENSITY: Not Applicable. ph: Not Applicable. VAPOR PRESSURE: Not Applicable. MELTING POINT: Not Applicable. LBS PER SQUARE FOOT: Approx. 1.34. SOLUBILITY IN WATER: Insoluble % VOLATILE BY VOLUME: Not Applicable. APPEARANCE AND ODOR: Wood flooring appearance with wood odor. Color and species is d_e. pendenl on customer's selection. SECTION IV - FIRE AND EXPLOSION DATA AUTOIGNITION TEMP: Varies (typically 400 °F - 500 °F) FLASH POINT: Not Applicable. EXPOL$1VE LIMITS IN AIR: 40 g/m3 (LEL) EXTINGUISHING MEDIA: Water, CO2, foam. SPECIAL FIRE FIGHTING PROCEDURES: Use water to wet down wood dust to reduce the liketihood of ignition or dispersion of dust into the air. Remove burned or we~: dust to open area after fire is extinguished. Use self-contained breathing apparatus (SCBA) in a sustained fire. UNUSUAL FIRE AND EXPLOSION HAZARD: Wood dust is a strong to severe explosion hazard , f a dust cloud contacts an ignition source. SECTION V - HEALTH HAZARDS -(SHRONIC EFFECTS: Wood dust, depending upon species, may cause dermatitis on prolonged, repetitive, contact; may cause respiratory sans tization, and/or irritalion. IARC classifies wood dust as a carcinogen to humans (Group 1). This classification is based primarily on IARC's evaluation of increased risk in the occurrence of adenocarcinomas of Ihe nasal cavities end paranasa[ sinuses associated with exposure to wood dust. IARC did not find sufficient evidence to associate cancers of the oropharynx, hypopharynx, lung, lymphatic and hematopoietic systems, stomach, colon or rectum with exposure to wood dust, Nydree Acrylic Impregnated Engineered Wood Flooring MATERIAL SAFETY DATA SHEET Page 2 of 2 SECTION V- HEALTH HAZARDS (CONTINUED) SKIN AND EYE CONTACT: Wood dust can cause severe eye irritation. Various species can elicit aliergic contact dermatitis in sensitized individuals. INHALATION: May cause nasal dryness, irrilation, and obstruction. Coughing wheezing, and sneezing; sinusitis and prolonged colds have also been reported. INGESTION: No known hazards, SKIN ABSORPTION: Not known to occur. SECTION VI - REACTIVITY DATA ~TABILITY: Stable. HAZARDOUS POLYMERIZATION: Will not occur. HAZARDOUS DECOMPOSITION PRODUCTS: Thermal-oxidative degradation of wood produces irritating and toxic fumes and gases including CO, aldehydes, and organic acids. INCOMPATIBILITY: Avoid contact with oxidizing agents and drying oils. Avoid open flame. .product ma}/ignite at temperatures in excess of 400 SECTION VII - USER PROTECTION INFORMATION VENTILATION: Provide adequate general and/or local exhaust ver)tiJation to maintain healthful working conditions. RESPIRATORY PROTECTION: Wear dust respirator when dust levels exceed regulatory requirements. PROTECTIVE CLOTHING: Wear gloves, coveralls, as needed lo_.preye~nt skin contac[. EYE PROTECTION: Wear gog..g!es or safety glasses. OTHER; None SECTION VIII - EMERGENCY AND FIRST AID PROCEDURES EYES: Flush eyes with plenty of water for at least 15 minutes Io remove dust particles.. If symptoms persist, seek medical attention. SKIN: If a rash or persistent irritation or dermatitis occur, (jet medical advice before returaing lo work where wood dust is present. INHALATION: Remove to fresh air. If persistent irritation, severe coughing, breathing difficulties occur, get ?edical advice before returning to work where wood dust is present. INGESTION: Not appJicable. SECTION IX- SPILL OR LEAK PROCEDURES Sec Section VII for proI,~ction information. Sweep or vacuum spills for recovery or disposal; avoid creating dusty conditions. Provide good ventilation where dust conditions occur. Place recovered wood dust ir) a container for proper disposal according_t_o local state, and i:ederal ro_gulatiens. SECTION X - MISCELLANEOUS I-he ini'orma[ion and data herein are believed to be accurate and have been compiled from source: believed to be accurate. It is offered for your consideration, investigation, and verification. The NYDREE Flooring, LLC makes no warranty of any kind, expressed or implied, concerning the accuracy or completeness of the information and data herein. The NYDREE Flooring, LLC will not be liable tot claims relatin§ to any party's use or reliance on information and data contained herein regardless of whether it is claimed that the information and data are inaccurate, incomplete, or otherwise p'~isleading, Search Results Log In Usemame Remember me: Password .F..or_Lg _o. LP_ _as ~ ~v_o r d~?. ~B!LSlL no_0~ Co_m_._nl~i_a! -: l~e~atsn~, more a~b_bOu_t. Fll~T>> * Search . __Hel_l~. A Q Step 2: Select products for eva/ual/on R_e..fne S_~ar~J! Product Product Product ., Select /~ta~e~.~ tego ry Line ~' ~e fo~o~ J : ~t: ~ ~ NA~Co~ ~oxy, S-580 Fl~h Cove meas o~y, ... Read ~K$BIRD ~D ~)048 ~e foll~ng ~iv~ ~ be ~ ~d ~ 2.5~ NA~e S-580 Flash Cove areas orlly .... Rea.d_. M_ _oEo BLUEBIR .D.. LP049 The following adhesi~m can be used with this S-240 S-580 Flash Cove areas R_~e'ad Mo_r,_ LINOLEUM MARMORETTE ZSmm NATURCote Pre Rapidly scs Consumer Renewable ~, .2 RC % Ploor~core 35.0% 36.0% Y 35.0% 36.0% Y 35.0% 36.0% y LP050 The follow/ag ht(o://armstronr~-commercial.eco~orecard, comJcatalogs/search?base search--r_r_m%253... 8/24/2009 9'd 9986-06g-g[g uoslap_q o~ac cig:60 60 gO MATERIAL SAFETY DATA SHEET I, PRODUCT IDENTIFICATION Name: Armstrong / DLW Unoleum Producls II, DEPARTMENT OF TRANSPORTATION INFORMATION EMERGENCY ONLY CONTAC]': CHEM-TEL - 1-800-255-3924 II1. HMIS (0=~mal hazard; 4 = severe haZard) ~alth = 0 '~Flammabllity = 1 Reac{ivity = 0 -- IV. PRODUCT CONTENT This product does not contain cJ~e~licals subj.ct tn the repoa[ng requirements of Section 3 ~3 o~ SARA Title pi and 40 CFR 372. A/I V. HAZARDOUS INGREDIENTS ( rm g Armstrong/DLW Linoleum Products Prepared 6/06 Armstrong World Industnes, Inc. P. O. Box 3001 Lancaster, PA 17604 www. armstronq corn MSDS: www.floorexpert,cem Technical Services: 1-877-276-7876, Option 2,3,3 ~Chemical Idenfl~y; Common Name} C'A.S. No. f %] .O. SHA PEL ACGIH TI V None N/A N/--~ N/A --NIT'-- DESCRIPTION AND INGREDIENT INFORMATION MISCELLANEOUS INFORMATION VI. PHYSICAL DATA " xg. SPECIAL PRECAUTIONS APPEARANCE: Ma(erial dependent BOILING POINT (degrees F): PRECAUTIONS TO BE TAKEN IN HANOLING AND STORAGE: N/A. ~/A. SOLUBILITY IN WATER: N/A. SPECIFIC GRAVITY (H~0 = ~): Vii, FIRE AND EXPLOSION HAZARD DATA Vgl. HEALTH HA~*-ARD DATA PRIMARY ROUI'E(S~-~F ENTRY: N/A '~A~"~-~[~-GANS: N/A. EFFECTS OF OVEREXPOSURE: N/A. SKIN AND EYES: N/A. Monographs: NO; OSHA Regulated: No. NIED[CAL CONDITIONS IX. REACTIVITY DATA N/A STEPS TO BE TAKEN IF MAI-ERIAL IS REL.~ASED OR SPILLED: N/A. WASTE DISPOSAL METHOD: Dispose of in accordance with Federal, State, and Local Waste Disposal Reguiatio~s. XI. SPECIAL HANDLING AND USE II~'~TION AND EYE PROTECTION: OTIIER PRECAUTIONS; N/A WORK SITE ENVIRONMENT: Initially there may be a po(entiaf adverse impacl on indoor air qu~31ily Xlll. WARNING FsR PREVIOUSLY INSTALLED FLOOR COVE RINC.- SO NOT SAND, DRY SCRAPE, BEADBLAST, OR MECHANICALLY PULVERIZE EXISTING RESILIENT FLOORING, BACKING OR LINING FELT. THESE PRODUCTS MAy CONTAIN EITHER ASBESTOS FIBERB OR CRYSTSLLINE BL~LICA. POSSIBLE CANCER AND RESPIRATORY TRACT HAZARD BY INHALATION. AVOID CREATING DUST. SMOKING BY INDIVIDUAL5 WHO HAVE BEEN EXPOSED TO ASBESTOS FIBERS GREATLY INCREASES THE RISK OF SERIOU~ BODILY HARM. RFCI'S IRe$ilient Floor Coverinct Institute) RECOMMENDED W(~RK PRACTICES FOR REMOVAL OF RESILIENT FLOOR COVERINg?. ARE A DEFINED SET OF INSTRUCTIONS ADDRESSED TO TRE TASK OF REMOVING ALL RESILIENT FLOOR COVERING STRUCTURES. XIV. NOTICE .... assumed ~o contain) asbe~los, you should determine whelher such mats nc':' Every step of the way May2009 Re: POtential IEEE) Credits £or projects using Nuway~ Foot Grilles (based on L£EDdVc, version 3) To whom it may concern: Materials & Resom:c~$ Credit 4 (1 - 2 points): Recycled Confent Nuway~is manmEactuzed from pre-consumer materials. Nuway~ may contribute to LEED MR Credit 4. * StandardNuway~(12mm'('la~sJc, dosedconstrucdon, d~azcoalwiperstrips, aluminmn o scraperbar's)hasappr°x.mqately34.92%pre-cork~umerrecydedcontent. Ail other NUway~/cot grilles are manu~ctured from approxinmtely consumer recycled content. 16.7% - 34.92 % pre- Indoor Environmental Quality Credit 5 (! point): Indoor Chemic. a/& Pollntant Source Control Nuway~ is intended for pern'mnent/z~tallalJon. To qualify for IEQ Credit 5, the product must be at least ten feet in length in the primary direcffon of travel. Nuway~ may con tribute to LEED IEQ O'edit 5. · you reqmre any further information, please do not hesitate to con~act us. Sincerely, Barry lime Pres/dent and CEO 37 Shuman Avenue Stoughton MA 02072 ~ 1-800-MATS.INC [ wWW. matsinc.com ~g'd 9BSg-O68-E~g UOSlOpB ~tn? ~-9t~:80 80 gO tins Product Description Geneml Suplaee Aspec[ Technica[ Specifications Physical Properliea Thickness Scraper bar And feature strip Wiper slrip material Componenl Configurations Standard Nuway model Classic . Design Elite Component Colors Wiper strips Scraper bars IEQ Credit 5 MR Cr~il 4 Standard Nuway model MR Credit 4 ether models Mats Inc. Technical Data for Nuway Ffigh tensile sleeJ wire used !o connecl scraper bars, wiper strips and feature strips (feature strips available on Elite model only) Altemagng strips of aluminum, PVO end buffed or unburied rubber Nuway 7/16~ (12 mm) or 1 f I15" (17 mm) Non-reflective aluminum or high impsc~ absorbing PVC Prime rubber and polymide fiber compss[le High tensile sleet wire Unburied rubber wiper s~rip with aluminum extrusion only .Choice of colored but ed rubber wiper'strip with choice of aluminum 'or vinyl scraper bar Combioation of feature strips (1/2 profile scraper), rubber wiper strips {all colors) wilh ~un'finum or vinyl (al/colors) scraper bars Unbulfed, gay, charcoal, ocean, petrol, evergreen= willow, scarlet, clare1, violet, sienna Aluminum, slate, charcoal, ocean, petrol evergreen; doubloon, claret, sienna A~umJnum, slate, charcoal, ocean, petrol, evergreen, doubloon, claret, LEED-NC v. 3 LEED~NC v. 3 LEED-NCv. 3 For 1 point: permanently installed entrance System at least ten feel in ~ength For 1 -2 points: $ value of all materials = min. average 10% recycled content For f - 2 points: $ value of ~ materials = min. average 10% recycled content Nuway is designed for permanent installation. `34.92% pre consumer recycled content 16.7% - ,34.92% pr~. consumer recyc/ed content Rev 5/09 "~_%',w. malsinc.com - Z.800,MA'I5.1NC Mats Inc. entrance systems, sporls flooying and commemia] flooring Page i of 2 8ports F~oori,q g http://wt~¥.matsinc, com/productfoaEc/vrod,.zctcn.zsox?slvi¢=104 g124t2009 ~',3'd ~9~'068-~Lg U°Slc*P3 c~er eZP:60 60 ~0 Mats lno. cn~ance systcms, spora I3oor/ng and commercial Mooring Page 2 0£2 tN$TALLATIONS OPTIONS SURFACE ..,. ,;.? __ -800-MATSqNC 2008 Mats Inc. AI~ right:; reserved. Periodic Cleaning (as needed, depending on degree of soiling) Periodically, more thorough cleaning of the grilles in place can be conducted jf needed. Dry extraction or solution brush extraction may be used. 1. Dry extraction uses a mo/st compound that is impregnated with cleaning chemicals which can be applied using a stiff brush or mechanicaJh/driven applicator with counter rotating brushes. The compound should be left to absorb the soil for a short peded and then removed by vacuuming. 2. Solution brush extraction uses machines with counter rotating brushes, which introduce a cleaning solution to the products surface and return the soiled solution straight to the machine. Note: it is importar~t fo ensure surface moisture is extracted from the products' surface to avoid prema[ure soiling. In addition, periodically lift up the Nuway matting modules to allow thorough cleaning. This also allows for inspect[on of the mat weil to check on the condition as well as facilitating reversal of modules if appropriate. 1. Vacuum mat well surface to remove soil pdor to lifting up modules. Use a large screwdriver to carefully lit[ individual matting modules from the mat well. 2. Clean out soil filtrated to the base of the mat well and frame. Depending, on the degree o~' soilin§, clean the matting using the above me[hods or, in cx'cessive soil situations, hot water exdraction or jet wash methods may be more appropriate. Note: ii is important that the modules are fully dry before replacing Questions? Please callMats Inc. forassistance. 37 Shuman Avenue Sfoughton MA 02072 · ~-800-628-7482 o Fax: %781-344-1537, w"~w matsinc. C. am Chase Bank Wallcovering Installation- Sidewall 48" horizontal repeat Trim FROM (WED) 12 2'09 10:47/ST. 10:~SWNO. 4861146641 P 46 RECYCLED WALLCOVERING Mamh 4, 200g D.L. Couch Walicovering 3900 S. Memorial Drive New Castle, IN 47362 To Whom It May Concern: This will certify that LSI custom strike off patterns #3126t,~& #31950, pr~d. uced with Second- Look construction, are Class A Fire Rated~nd meet or ex~.eed afl Type II requirements of CCC-W-408ND, and Industry Voluntary Standard CFFA- W-I01A/D. Performance Specifications Total Weight Width Fabric Breaking Strength (Avg.) Tear Strength (Avg.) 20 oz,/ly(452 gdM2) 52/54"(13~137 cm/ Osnabu~ 115 × 100 55 x 75 Fire Hazard Classification (ASTM E-84) Flame spread 10 Smoke Density Factor 4O Second-Look~ · Contains 20% recycled content by weight · Minimum 10% post-consumer LSI Wallcovedng Vicki Schweitzer ~J Customer Service Manager 4700 Robards Lane · Louisville, KY 40218 · 1.866.522.6072 , secondlooJcwc.com FROM (WED) 12. 2'09 10:47/$T, 10:38/N0, 4861146641 P 47 malch pods clion. - SUBJECT TO THE COND[i3ONS AND LIMITATIONS HEREIN. THE WALLCOVEBING IS (3UARANTEED TO SE FREE OF DEFECTS Ih' WORKMANSHIP AND MATERIAL FOR FIVE YEARS FROM THE DATE OF SHIPMENT OF THE PRODUCT, THE MAHUFACTURER IS NOT RESPONSISLE OR LIABLE FOR CLAIMS IF THE APPLICATION INSTRUCTIONS ARE NOT FOLLOWED, NOR IS THE MANUFACTURER RESPONSIBLE OR LIABLE FOR LABOR AND ASSOCIATED COSTS, OVER AND ABOVE THE COST FOR REPLACEMENT MATERIAL THE MANUFACTURER specifically a civis es a~l pa~tie$ Ihat mold will glow in co~lductive coedJ~Ion s where moisture aed;or THE MANUFACTURER aisc* shall nol be liable let any damages aris ng rom he misuse of he produc. Improper sol~ remedy al?d THE MANUFACTURER's sol0 ila~ltRy shall bo limited to product replacement, THE FROM (WED) 12. 2' 09 10:47/ST. 10:38/NO. 4861146641 P 48 Chase Bank Wallcovering Installation - Soffit Border Top trim conforms to soffit size Bottom trims 1/8" to 1/4 from design edge, CARE & MAINTENANCE LSI VINYL WALLCOVERINGS As wilh any quality product, proper care and maintenance wil~ exlend the useful life of your vinyl wallcovedng and help malnlain ils original beauly and finish. The following general clean~ng Instructions will serve as a guide to normal cleaning maintenance: Vinyl waticovering should be washed regularly enough to prevent dirt and grime from accumulating, and 1o maintain the or gna beauty of the vinyl. Depending on traffic (light, medium, heavy), vinyl should be washed from once Io Iwa or three times a year. Stains should be removed as quickJy as possible to eliminale any possible reaction be[ween the staining agent and the waJloovering. Time Is especially Important for removing materials containing colors or solvents such as ballpoint Ink, shampoo; lints and some foodstuffs. If soilanls remain on the wallcovedng too long, permanent discoloration may develop. It should be noted that vinyl wallcoveringe should not be sprayed with wax or other protective coatings. Sech applicatione would only tend to discolor the material, and, fn any Case, w~3uld offer Iitl/e pro[eclJon. Ordinary did, and smudges can be removed with mild soap and warm water. If necessary, a bristle brush can be used to rem<3ve dirt from the crevices of deeply textured pa[terns. Clean from bottom, Upward. Using a sponge, rinse thoroughly with clean Waler, from lhe top, down. Deeply embossed watlceveringe need extra atteullon lo pravenl suds or loosened dirt from lodging in depressed surfaces. Dry wallcovering with a soft, lint-free cloth or towel. For more dJfffcu]l stains that are only surface deep, the USe of a stronger'detergent ia recommended. We recommend ell cleaners first be tested in an Inconspicuo~s area (o insure compatlbliily with the walJcovedng. Not recommended for c[ear~'ng are Jsopropyl alcohol,powdered abrasive Cleaners, or Steel wool, as they may mar the surface, causing an unsightly appearance. DO NOT use active solvent type cleaning preparations such aa nail polish remover, tar and bug remover, etc., as they will remove print and/er finish from the wallcovering. With proper care and attention, LSI vinyl wallcoverings will remain beautiful and serviceable [or years. FROM (WED) 12. 2' 09 10:47/$T. I0:38/NO. 4861146641 P 50 FROM (WED) 12. 2' 09 10:48/8T. 10;38/NO. 486114664t P 51 MSDS Materiat Safety Data Sheet Wilsonart International WILSONART usos Namb,~ 1~.3~ Wilsonart® High-Pressure Decorative Laminate Revision Date: 09/15/08 Page 1 of 5 PRODUCT AND COMPANY IDENTIFICATION ] Common Name Wilsonart® Laminate Manufacturer Trade Name Material Uses (AtiGrades and Thicknesses) WILSONART INTERNATIONAL, INC. P, O, BOX 6'~10 - 2400 WILSON PLACE TEMPLE, TX 76503 INFORMATION PHONE; 800-433-3222 (USA) High-Pressure Decorative Laminate (HPDL) (All Grades & Thicknesses including High-Pressure Backers) Decorative Laminate Revision # 15; In Case of Emergency Contact: CHEMTREC: 800-424~9300 (USA) 703-527-3887 (INTERNATIONAL) ~ H.~..~S IDEkq'IFICATION Route of Entry: None fer product as sold. For dust or chips generated during fabrication operations: eye contact, skin Contact, and inhalation. Target Organs: None Inhalation: No hazard for product as sold. Fabrication operations such as milling, cutting, grinding, etc., may produce dust or tines thai may be irtitating. Skin Contact: Solid sheel may be abrasive tO, or cut skin. Fabrication operations such as milling, cutting, grinding, etc., may produce dust er fines that may be irritating. Eye Contact: No hazard for product as sold. Fabrication operations such as miJlJng, cutting, grinding, etc., may produce dust or fines that may be irritating. Ingestion: Not an expected route of entry. NFPA (United States): WHMIS (Canada): Not classified as hazardous FROM (WED) ~ 2' 0g 10:48~8T. 10:38~N0, 486~I4664~ ? ~2 MSDS s=f y Wilsonart International ~sDs N~be~ t~4~ ~lsona~ HJgh-Pree~m Decorative ~minate ~ COMPOS~TION/INFORMA~ON ON INGREDIENTS Name CAS # % by Weight Cellulcae 9004-34-6 25 - 85 Formaldehyde resins Not Applicable 10 - 50 ~.~ST Aln MEASURES Inhalation: No hazard for product as so{d. Fabrication operations such as milling, cutting, grinding, etc,, may produce dust or fines that may be irritating to the mspiretory tract. If irrita§on persists, seek medical attention. Skin Contact: Solid sheet may be abrasive to, or cut skin. Fabrication operations such as milling, cul[in§, grinding, otc,, may produce dust or fines that may be irritating. May aggravate existing skin conditions. Wash with soap and water. If irritation PerSists, seek medical attention. Eye Contact: No hazard for product as sold. Fabrication operations such as milling, cutting, grinding, etc., may produce dust or fines that may be irritating to the eyes. Rinse eyes with water for 15 minutes. If irritation persists, seek medical attention. Ingestion: Not an expected route of entry with normal product use, Flash Point: Not Applicable, Flash Point Method: Not Applicable. Burning Rate: Not Available. Autolgnltion Temperature: Not Available. Fire and Explosion Hazard: No hazard for product as sold. Fabrication operations such as milling, cutting, grinding, etc., may produce dust. Dust, in adequate concentrations and under certain conditions, may present an explosion hazard. Use extingu[shing media appropriate for surrounding fire. Use self-contained breathing apparatus and protective clothing appropriate for surrounding fire. Hazardous produc~s of combustion include and carbon oxides (CO and CO2). Small Spill or Leak: Not Applicable. Large Spill or Leak: Not Applicable. ~N D-'~'~AN D STORAGE Handling Precautions: No specific usage precautions required. Follow normal good hygiene practices. Protect exposed skin from cuts and abrasions. Storage Requirements: Store in a dry well-ventilated area. Engineering Controls: hie special ventilation requirements for product as sold. Provide adequate ventilation to meet exposure guidelines if fabrication operations generate dust or fines. Protective Equipment: Respirators - No specific recommendations. Respiratory protection must bo used if the OSHA Permissible Exposure Limit for laminate dust (Particurate Net Otherwise Regurated - PNOR) FROM (WED) 12. 2*09 10:48/$T. ]0:38/N0, 4861146641 P 53 MSDS Material Safety Data Sheet Wilsonart International WILSONART MS0$ Nurnber~ 16439 Wilsonart® High-Pressure Decorative Laminate Revision Date: 09/15/08 Page 3 of 5 Protective Gloves - Gloves suitable for protection against cuts and abrasions from sharp edges are recommended. Eye Protection - Wear safety glasses with side shields during fabrication operations that produce chips, fines, or dust. Exposure Guidelines / Other:. Product Name Exposure Limits Laminate Dust (Particulate Not Othenvise Regulated - PNOR) OSHA PEL: TWA 5 mg/m~ (respirable) ACGIH TLV: TWA 3 mglm3 (mspirable) Consult local authoritie~ and regulations for exposure limits. TVVA 15 rng/m3 (total) 'I'~VA 10 mg/m3 (inhalable) Appearance: Physical State: Odor: pH: Vapor Pressure: Vapor Density: VOC: Solid Sheet, various colors and thicknesses Solid Bolling Point: Not Applicable None Freezing / Melting point: Not Applicable Not Applicable Solubility: Insoluble in water Not Applicable Specific Gravity I Density: Appmx. 85 lbs./fl3 Not Applicable Viscosity: Not Applicable Not Applicable Stability: This product is stable. Conditions to Avoid: None. Materials toAvoid (Incompatibility): None. Hazardous Decomposition Products: Carbon Oxides (CO, COz). Hazardous Polymerization: Will nol: polymerize. Toxicity to Animals: This product has not been tested for animal effecls. This product is not expected to be toxic to animals, Toxicity to Humans: This product has not been tested for human effects. This product is not expected to be toxic to humans. Ecotoxicity: Not Available. Not expected to be ecotoxic. BeDS and COD: Not Available Biodegradable/OECD: Not Available Mobility= Not Available Toxicity of the Products of Blodegradatlon: Not Available Special Remarks on the Products of Biodegradation: Not Available ~ DISPOSAL CONSIDERATIONS Not classified as hazardDus waste. Dispose of in accordance with Federal, State, and local regulations. FROM (WED) I2. 2'09 10;48/8T. 10;38/N0 4861146641 P 54 Wilsonart International WILSONART MSOS NumbeE 1~9 Wilsona~ High-Pre~ure Dacomfl~ Laminate Revision Date: ~e4~5 Restrictions: None known. DOT Requirements: Not a DOT controlled material (United States). ADR Requirements: Not an ADR controlled material (Europe). IMDG Requirements: Not an tMDG controlled material IA'I'A Requirements: Not an IATA conb'olled material. Marine Pollutant: Not a madne pollutant. · ~ REGULATORY INFORMATION U,S. Federal Regulations TSCA inventm'y: 'l'he chemicals in this product are listed. SARA 302/304/322J312 Extremely hazardous substances: None. SARA 302/304 Emergency planning and notification: None. SARA 302/304/311/312 Hazardous chemicals: None. SARA 31113t2 MSDS distribution, chemical Inventory, hazard identificaticm; None. SARA 313 Toxic chemical notification and release reporting: None. CWA 307: None. CWA 311: None. CAA 112 Accidental release prevention: None· CAA 112 Regulated flammable substances: None. CAA t12 Regulated toxic substances: None. International Regulations DSL (Canada): None. BINECS: None. WHIMS: NOt classified as hazardous. State Regulations MassachuseP. s RTl"(: None, Minnesota RTK: None· New Jersey RTK: None. Pennsylvania RTK: None· Rhode island RTK: None· California Proposition 65: This product contains the following components known to [he stale of California to cause cancer, and/or developmental toxic/ty and/or reproductive toxicity: Formaldehy(~e (CAS 50-00-0) in trace amounts. Lewis, R. J., Rapid Guide to Hazardous Chemicals In the Workplace, 4'" ed., Wiley-lntarsclence, New York, Z000. NIOSH Pocket Guide to Chemical Hazards, Department of Health and Human Services, National Institute for Occu. l~ational Safety and Hea th, 2007 Patty's Tox cology, 5"' ed. John Wiley & Sons, Inc. 2001. TLVa and BEla, Threshold Limit Values for Chemical Substances and Physical Agents & Biological Exposure Agents, ACGIH Worldwide, Cincinnati, 2007. Glossary ACGIH - American Conference of Governmental industrial Hygienists MSDSMaterial Safety Data Sheet Wilsonart ~.ternational WILSONART MSDS Number: 16439 Wilsonart® High-Pressure Decorative Laminate Revision Date: 09/15108 Page 5 of 5 ASTM - American Society for Testing and Materials ADR -Agreement on Dangerous Goods by Road (Europe) BeD5 - Biological Oxygen Demand in 5 days CAA - Clean Air Act CAS - Chemical Abstracts Services CEPA - Canadian Environmental Protection Act CERCLA - Comprehensive Environmental Response, Compensations and Liability Act CFR - Code of Federal Regulations CWA - Clean Water Act DOT - Department of Transportation DSCL - Dangerous Subetan0es Classification and Labeling (Europe) DSL - Domestic Substance Ust (Canada) EEClEU - European Economic Community/European Union EINECS - European Inventory of Existing Commercial Chemical Substances HCS - Hazard CommunJcadon System HMIS - Hazardous Material Information System IARC - International Agency for Research on Cancer LDS0/LCS0 - Lethal Dose/Concentration kill 50% LDLo/LCLo -Lowest Published Lethal Dose/Concentration NFPA- Natior~al Fire Prevention Association NIOSH - National Instituts for Occupational Safety & Health NTP - National Toxicology Program OSHA- Occupational Safety & Health Administration PEL - Permissible Exposure Limit RCRA - Resource Conservation and Recovery Act SARA - Superfund Amendments and Reorganization Act STEL - Short Term Exposure Limit (15 minutes) TDG - Transportation of Dangerous Goods (Canada) TLV-TWA - Threshold Limit Value-Time Welghtsd Average TSCA- Toxic Substances Control Act WHMI$- Workplace Hazardous Material Information System CHEMTREC: 800-424,9300 (USA) 703-527-3887 (International) Notice to Reader To the beat of ourknowledge, the information contained herein is accurate· However, neither the above named manufacturer nor any of its subsidiaries assumes any liability whatsoever for accuracy or completeness of the information contained herein. Final determination o~ suitabliRy Of any matertal is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution· Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. END OF MSDSDOCUMENT Electronix Systems Central Station Alarms Inc, Providing Service to Long Island for over 30 years. BI DG. DEPI. [OWN OF S~IITHr~I D JP Morgan Chase 10300 Main Rd. Mattituck, N.Y. SPECIFICATION Addressable Automatic Fire Alarm Project ID Automatic Fire Alarm System INSTALLATION MAINTENANCE MONITORING INSPECTIONS ~) NOTI FI ER" by Honeywell 1555 New York Ave. Huntington Station, N.Y. 11746 Tel. (631) 271-4000 Fax (631) 549-5831 www. electronixsystems.com Email: Ihuff~electronixsystems.corn NFW-50 Fire Alarm Control Panel Protected Premises: JP Morgan Chase Address: 10300 Main Road Date: 8/30/z010 City: Mattituck State: N,Y. Zip: Prepared By: Address: City: Electronix Systems C.S.A. Inc. 1555 New York Ave. Phone: (631) 27%4000 Emaih Ih uffd~electronixsvsterns.com Huntington Station State: NY Zip: 11746 AC Branch Current Requirements I 3.00 lAMPS @ 120 VAC Current required by source to power the fire alarm system. Primary Standby Load Current load on the primary power supply during non-alarm conditions. I~ Amps Primary Alarm Load Current load on the primary power supply during alarm conditions. I--~ Amps Secondary Load Requirements ~ Amp Hours Total Secondary Load from the calculation table below. ,,l,lllqlll,il~¥1 =mr.a,,[,],!-- Seconday Standby Load x Required Standby/Time 0.158 A 24 hours I 3.80 Seconda~ Alarm Load x Required Alarm Time (hours) 2.288 A 0.084 hours I 0.19 Auxilla~ Power Suppl~ Load x Required Alarm Time (hours) 0.000 A 0.084 hours 0.OO Total Secondary Loac 3.99 Derating facto~ x 1.2 Secondary Load Requirements 4.79 AH Battery Selection ~ Amp Hours Select batteries from the list below. 17.0 AH BAT-1270 Batter~ (12 volt) ] [~Two ~ Four (two 12VDC sets in parallel) Battery Distribution Chart Shows amp-hour distribution of your selections, Page 1 of 2 Comments 1. Batteries will fit in the FACP cabinet. 2. Selected battery size meets secondary load requirements. 3. The selected batteries (7AH) are within the charger range of this power supply (7-18AH). {Soare Bakery Capacity ISecondar~ StandbyLoad ISecondary Alarm Load 2.21 4.56 0.23 Batter,/Selection (AH) - Secondary Load Requirements (AH) Secondaw Standby Load (AH) * Deratinq Factor Seconda~ Alarm Load (AH) * Deratinq Factor Page 2 ol~ 2 NFW-50 Fire Alarm Control Panel Quantity x [device current draw] = total current draw per device (in amps) Main Circuit Board 1 x [0.12000[ = 0.1200( x [0.20000~ = 0.2000(: x [0.12000~ = 0.12000 ~2R75 7 x [0.00000]: 0.0000( x [0.17600] = 1,23200 x [0.00000] = 0.0000£ SR30 4 x [0.00000] = 0.0000( x I0.09400] = 0.37600 x [0.00000[ = 0.0000£ N-ANN-80 2 x [0.03700~ = 0.0740( x 10.040001 = 0.08000 x [0.01500] 0.0300(~ NP-100 21 x [0.00030] = 0.0063( x [0.00000[ = x I0.00030] = 0.0063(: NH-lO0 1 x [0.000301 = 0.00031 x [0.00000[ = x [0.00030[ = 0.0003(: ND-100 2 x [0.00030~ = 0.0006( x I0.000001 = x [0.00030] = 0.0006(: NOT-BG12LX 2 x [0.00023] = 0.00041 x [0.00000] = x [0.00023] = 0.00046 NC-100R 2 x [0.00027] = 0.0005, x [0.000001 = x [0.00027~ = 0.00054 Max Alarm Draw - All Addressable Devi~ 1 ~ ID.D0000] = 0.O0001 x [0.40000] = 0.40000 x [0.00000] = 0.0000£ Total (Amperes): 0.2022 ~ 2.2880 A 0.1582 A FireWarden-50(E) Intelligent Addressable FACP with Built-In Communicator DN-7102 · A1-60 NOTI F1E by Honeywell GENERAL The NOTIFIER FireWarden-50 NFW-50 is an Fire Alarm Con- trol Panel (FACP) and Digital Alarm Communicator/Transmitter (DACT) combined into one circuit beard. This compact, intelli- gent addressable control panel supports up to 50 addressable devices in any combination of detectors or modules, and comes with an extensive list of powerful features. The FireWar- den-50 programs just like FireWarden-100 products, yet fits into applications previously served only by conventional pan- els. The FireWarden-50's integral DACT transmits system status (alarms, troubles, AC loss, etc.) to a Central Station via the public switched telephone network. The power supply and all electronics arc contained on a single circuit board supported on a new quick install chassis and housed in a metal cabinet. Available accessories include remote annunciators and reverse polarity/city box transmitter. (4XTM) NOTE: Unless otherwise specified, the term FireWarden-50 is used in this data sheet to refer to both the FireWarden-50 and the FiraWarden-50(E) FACPs. FEATURES Auto-program (learn mode) reduces installation time. Reports two devices set to the same address. · On-board DACT. · 20 software zones. Two independently prcgramrnable Class A or Class B NAC clmuits. · Selectable strobe synchronization for System Sensor, Wheelock, and Gentex devices. · Complies with UL 864 9th Edition requircments. · Remote Acknowledge, Silence, Reset and Drill via address- able monitor modules. · Two programmable relays and one fixed trouble relay. Integral 80-character LCD display with backlighting. Real-time clockJcalendar with automatic daylight savings control. History file with 500 event capacity. Detector sensitivity test capability (NFPA 72 compliant). Maintenance alert warns when smoke detector dust accu- mulation is excessive. One person audible or silent walk test with walk-test Icg and printout. Point trouble identification. Waterflow (nonsilenceable) selection per monitor point. System alarm verification selection per detector point. PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA 72 compliant). · Up to eight ANN-BUS annunciators. SLC COMMUNICATION LOOP: · Single addressable SLC Iccp which meets NFPA Style 4, 6 and 7 rcquircments. · 50 eddressable device capacity (any combination of addressable detectors and modules). · Compatible with NOTIFIER FireWarden addrassable devices (refer to the FireWarden SLC Wiring Manual). NOTIFICATION APPLIANCE CIRCUITS (NACS): Two independently programmable output circuits. Circuits can be configurcd for the following outputs: - Style Y (Class B) - Style Z (Class A) - Door Holder Service - Aux Power Source Silence Inhibit and Autosilence timer options. Continuous, Mamh Time, Temporal or California code for main cimuit board NACs with two-stage capability. · Selectable strobe synchronization per NAC. · 2.5 amps total power for NACs. NOTE: Maximum or total 24VDC system power shared between all NAG circuits an(1 the ANN-BUS IS £.7 amps. PROGRAMMING AND SOFTWARE: Autoprogram (learn mede) reduces [nstaflation time. Custom English labels (per point) may be manually entered or selected from an internal library file. · Two progrsmmable Form-C relay outputs. 20 software zones. Continuous firc prcteclion dudng online programming at the front panel. · Program Check automatically catches common errors not linked to any zone or input point. DN-7102 * 08/'28/06 -- Page 1 of 4 User interface LED INDICATORS · AC Power (green) · Fire Alarm (red) · Supervisory (yellow) · Trouble (yellow) · Alarm Silenced signals (yellow) KEYPAD · 16 keyalpha-numeric pad. · Acknowledge/Step · Alarm Silenced · Drill (Manual Evacuate) · Reset (lamp test) Ordering Options NFW-50(E): Combination DACT/Fire Alarm Control Panel with one SLC loop. Includes main circuit board with display, chassis with transformer, backbox with door, plastic bag con- taining screws, cables, key, etc., manual. DP-51050B: Optional dress panel for the FireWarden-50. DP-51056LED: Dress panel for the FireWarden-50 for juris- dictions that require complete LED annunciation. TR-CE-B: Trim Ring for semi-flush mounting. BB-26: Battery backbox, holds up to two 25 AH batteries and CHG-75. NFS-LBB: Battery box, houses two 55 AH batteries CHG-75: Battery charger for lead-acid batteries with a rating of 25 to 75 AH. BAT Series: Batteries, see data sheet DN-6933. PRT/PK-CABLE: Cable printer/personal computer interface cable. PRN-6: UL listed compatible event printer. Uses tractor-fed paper. OPTIONAL MODULES 4XTM Reverse Polarity Transmitter Module: Provides a supervised output for local energy municipal box transmitter, alarm and trouble. Includes a disable switch and disable trou- ble LED. COMPATIBLE ANNUNClATORS N-ANN-80: Remote LCD annunciator mimics the FACP dis- play N-ANN-gO: Input/Output Module for driving graphic annunci- ators or relays N-ANN-S/PG: SeriaVParellel Printer Interface module for con- necting pdnter to FACP ADDRESSABLE DEVICES All feature a polling LED and rotary switches for addressing. NI-100: Addressable Iow-prefile ionization smoke detector. NP-100: Addressable iow*profile photoelectric smoke detec- tor. NP-100T: Addreesable Iow-profile photoelectric smoke detec- tor with thermal sensor. NH-100: Fast-response, Iow-profile heat detector. NH-100R: Fast-response, Iow-profile heat detector with rate- of-rise option. ND-100: Photoelectric Iow-flow duct smoke detector. ND-100R: Photoelectric Iow-flow duct smoke detector with relay option. NMM-100: Addressable Monitor Module for one zone of nor- mally-open dry-contact initiating devices. Mounts in standard 4.0" (10.16 cm.) box. Includes plastic cover plate and end-of- line resistor. Module may be configured for either a Style B (Class B) or Style D (Class A) IDC. NDM-100: Dual Monitor Module. Same as NMM-IO0 except it provides two Style B (Class B) only IDCs. NMM-100P: Miniature version of NMM-100. Excludes LED and Style D option. Connects with wire pigtails. May mount in device backbox. NZM-100: Similar to NMM-100, but may monitor up to 20 con- ventional two-wire detectors. Requires resettable 24 VDC power. Consult factory for compatible smoke detectors. NC-100: Addressabie Control Module for one Style Y/Z (Class B/A) zone of supervised polarized Notification Appli- ances. Mounts directly to a 4.0" (10.16 cm.) electrical box. Notification Appliance Cimuit option requires external 24 VDC to power notification appliances. NC-100R: Addreesable relay module containing two isolated sets of POrm-C contacts, which operate as a DPDT switch. Mounts directly to a 4.0" (10.16 cm.) box, surface mount using the SMB500. NOT-BG12LX: Addressable manuaJ pull station with interface module mounted inside. N100-1SO: Fault Isolator Module. SMBS00: Used to mount all modules except the NMM-100P. NOTE: For more information on Compatible Addressable Devices for use with the FireWarden-50, see the following data sheets (document numbers): NIO0-1SO (DN-6994), NP-tOO/NP-IOOT (DN-6995), NI-IO0 (DN-6996), NH-IOO/NH-IOOR (DN-6997), ND- tO0/ND-IOOR (DN-7006), NMM-IOO/NMM-IOOP/NDM-IOO/NZM- tOO (DN-6999), NC-IOO/NC-lOOR (DN-7000), and NOT-BG12LX (DN-7OOl). Page 2 of 4 -- DN-7102 * 08/28/06 ADDRESSABLE DEVICE ACCESSORIES End-of-Line Resistor Assembly (R-47K and R-3.9K): 47k ohm supervises the NMM-IO0, NDM-100, NMM-IOOP, and NC-100 module circuits. 3.9k ohm End-of-Line Resistor assembty supervises the NZM-100 module circuit. These resistors are included with each module. Power Supervision Relay: Supervises the power to 4-wire smoke detectors and notification appliances. N-ELR Mounting Plate: Single End-of-Line resistor plate required for use in Canada. Wiring Requirements While shielded wire is not required, it is recommended that all SLC wiring be twisted-pair to minimize the effects of electrical inter- ference. Wire size should be no smaller than 18 AWG (0.78 mn~-) and no larger than 12 AWG (3.1 mm=). The wire size depends on the length of the SLC circuit. Use the following table to determine the specific wiring requirements for the SLC. Wire Requirements Distance in Feet (m) Wire Size Wire Type Non-Plenum (FPLR): Genesis 4315, Belden 5020UL Twisted-pair, unshielded 10,000 feet (3,048 m) 12 AWG (3.31 mm2) Plenum (FPLP): Genesis 4515, Belden 6020UL Non-Plenum (FPLR): Genesis 4313, Belden 5120UL Twisted-pair, unshielded 8,000 feet (2,438 m) 14 AW~ (2.08 mm2) Plenum (FPLP): Genesis 4513, Belden 6120UL Non-Plenum (FPLR): Genesis 4311, Belden 5220UL Twisted-pair, unshielded 4,875 feet (1,486 m) 16 AVVG (1.31 mm2) Plenum (FPLP): Genesis 4511, Belden 6220UL Non-Plenum (FPLR): Genesis 4306, Belden 5320UL Twisted-pair, unshielded 3,225 feet (983 m) 18 AWG (0.821 mm2) Plenum (FPLP): Genesis 4506, Belden 6320UL, FireWarden-50 Wire Requirements DN-7102 · 08/28/06 -- Page 3 ol 4 SYSTEM SPECIFICATIONS System Capacity · intelligent Signalling Line Circuits ....................................... 1 · Add reasable device capacity ............................................ 50 · Programmable software zones ......................................... 20 · Annunciators ...................................................................... 8 Electrical Specifications AC Power: FireWarden-50:120 VAC, 60 Hz, 0.3 amps. Fire- Warden-50E: 240 VAC, 50 Hz, 0.15 amps. Wire size: minimum 14 AWG (2.00 mm2) with 600 V insulation. Nonpower-limited, supervised. Battery: Two 12 V 18AH lead-acid batteries. Battery Charger Capacity: 7 -18 Amp Hour (FireWarden-50 cabinet holds maxi- mum of two 18 Amp Hour batteries. Communication Loop: Supervised and power-limited. Notification Appliance Circuits: Terminal Block provides connections for two NACs, Style Y (Class B) on Style Z (Class A). Special Application power. Power-limited, supervised cir- cuitry. Maximum signaling current per circuit: 2.5 amps. End- of-Line Resistor: 47 kohm, Y2 watt (P/N 71252 UL listed) for Style Y (Class B} NAC. Refer to the NOTIFIER Device Com- patibility Document for listed compatible devices. Two programmable Relays and One Fixed Trouble Relay: Contact rating: 2.0 amps @ 30 VDC (resistive), 0.5 amps @ 30 VAC (resistive). Form-C relays, nonpower-limited, nonsuper- vised. Cabinet Specifications Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" (1.82 cm.) deep. Backbox: 19.00" (48.26 cm.) high x 16.65" (42.29 cm.) wide x 5.25' (13.34 cm.) deep. Wim Ring (TR-CE): 22.00" (55.88 cm.) high x 19.65' (49.91 cm.) wide. Shipping Specifications Weight: 26.9 lbs. (12.20 kg.) Dimensions: 20.00" (50.80 cm.) high x 22.5" (57.15 cm.) wide x 8.5" (21.59 cm.) deep. Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0 - 49~C/32 - 120°F and at a relative humidity 93% ± 2% RH (noncondensing) at 32'~C ± 2°C (900F ± 3~'F). However, the useful life of the system's standby batteries and the electronic components may be adversely affected by extreme tempera- ture ranges and humidity. Therefore, it is recommended that this system and its peripherals be instailed in an environment with a normal room temperature of 15 - 27°C/60 - 80°F. NFPA Standards The FireWarden-50(E) complies with the following NFPA 72 Fire Alarm Systems requirements: -LOCAL (Automatic, Manual, Water[Iow and Sprinkler Supervisory). - AUXILIARY (Automatic, Manual and Water[Iow) (requires 4XTM). -REMOTE STATION (Automatic, Manual and Water[Iow) (Where a DACT is not accepted, the alarm trouble and supervisory relays may be connected to UL 864 listed transmitters. For reverse polarity signaling of alarm and trouble, 4XTM is required.) - PROPRIETARY (Automatic, Manual and Water[iow). - CENTRAL STATION (Automatic, Manual and Waterflow, and Sprinkler Supervised). Agency Listings and Approvals The listings and approvals below apply to the basic FireWar- den-50 control panel. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in pro- cese. Consult factory for latest listing status. · UL: S635 Microsob~ and Windows® are registered trademarks of the Microsob Corpo- ration. ~CO6 by Honeywel~ International Inc. All dghts reserved. Unauthorized use of this document is strictly prohibited. ISO 9001 iltlAt ITY SYSTEMS Page 4 of 4 -- DN-7102 · 08/28/06 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or an~icipata all requirements. All specifications are subject to change without notice. For mom information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www. notifier.com Made in the U.S.A. N-ANN-80 80-Character LCD Serial Annunciator NOTI FI ® by Honeywell General The N-ANN-80 annunciator is a compact, backlit, 80-character LCD fire annunciator that mimics the Fire Alarm Control Panel (FACP) display. It provides system status indicatom for AC Power, Alarm, Trouble, Supervisory, and Alarm Silenced condi- tions. The N-ANN-80 and the FACP communicate over a two- wire serial interface employing the ANN-BUS communication format. Connected devices are powered, via two additional wires, by either the host FACP or a remote UL-listed, filtered power supply. N-ANN-80 is red; for white order N-ANN-80-W. The N-ANN-80 displays English-language text of system point information including device type, zone, independent point alarm, trouble or supervisory status, as well as any custom alpha labels programmed into the control panel, it includes con- trol switches for remote control of edtical system functions. (A keyswitch prevents unauthorized operation of the control switches.) Up to eight N-ANN-80s may be connected to the ANN-Bus of each FACE Minimal programming is required, which saves time during system commissioning. The N-ANN-80 is compatible with NOTIFIER FACPs with an ANN-Bus, such as the NFW-50. Features · Listed to UL Standard 864, 9th Edition. · Backlit 80-character LCD display (20 characters x 4 lines). · Mimics all display information from the host panel. · Control switches for System Acknowledge, Signal Silence, Ddll, and Reset. · Control switches can be independently enabled or disabled at the FACP. · Keyswitch enables/disables control switches and mechani- cally Ioc~s annunciator enclosure · Keyswitch can be enabled or disabled at the FACE · Enclosure supervised for tamper. System status LEDs for AC Power, Alarm, Trouble, Supervi- sory, and Alarm Silence. · Local sounder can be enabled or disabled at the FACE N-ANN-80 connects to the ANN-BUS terminal on the FACP and requires minimal panel programming. · Displays device type identifiers, individual point alarm, trou- ble, supervisory, zone, and custom alpha labels. Time-and date display field. Aestl~etical[y pleasing design constructed of durable Lexan. Surface mount directly to wall or to single, double, or 4" square electrical box. Semi-flush mount to single, double, or 4" square electrical box. · Can be remotely located up to 6,000 feet (1,800 m) from the panel. · Backlight turns off during AC loss to conserve battery power but will turn back on if an alarm condition occurs. · May be powered by 24 VDC from the host FACP or by remote power supply (requires 24 VDC). · Up to eight N-ANN-80S can be connected on the ANN-BUS. Controls and Indicators · AC Power · Alarm Trouble Supervisory Alarm Silenced Specifications · Operating voltage range: 18 VDC to 28 VDC · Current consumption @ 24 VDC nominal (filtered and non- resettabie): 40 mA maximum. · Ambient temperature: 32OF to 120°F (0oc to 49°C). · Relative humidity: 93% ± 2% RH (noncondensing) at 32°C ± 2°C (90°F ± 3°F). · 5.375" (13.65 cm.) high x 6.875" (17.46 cm.) wide x 1.375' (3.49 cm.) deep. · For use indoors in a dry location. · AIl connections are power-limited and supervised. Agency Listings and Approvals The listings and approvals below apply to the N-ANN-80. In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult factory for latest listing status. · UL: S635 · FM approved (N-ANN-80) · CSFM: 7120-0028:240 · MEA: 442-06-E Vol. 2 (N-ANN-80) The ANN-BUS POWERING THE DEVICES ON THE ANN-BUS FROM AUXILIARY POWER SUPPLY The ANN-BUS can be powered by an auxiliary power supply when the maximum number of ANN-BUS devices exceeds the ANN-BUS power requirements. See the FACP manual for more information. ANN-BUS DEVICE ADDRESSING Each ANN-BUS device requires a unique address (ID Number) in order to communicate with the FACE A maximum of 8 devices can be connected to the FACP ANN-BUS communication cimuit. See the FACP manual for more information. WIRE REQUIREMENTS: COMMUNICATIONS CIRCUIT The N-ANN-80 connects to the FACP ANN-BUS communica- tions cimuit. To determine the type of wire and the maximum wir- ing distance that can be used with FACP ANN-BUS accessory modules, it is necessary to calcL~late the total worst case currant draw for all modules on a single 4-conductor bus. The total worst case current draw is calculated by adding the individual worst case currents for each module. NOTE: For total worst case current draw on a single ANN-BUS refer to appropriate FACP manual. After calculating the total worst case current draw, the following table specifies the maximum distance the modules can be located from the FACP on a single wire run. The table ensures 6.0 volts of line drop maximum. In general, the wire length is lim- itad by resistance, but for heavier wire gauges, capacitance is the limiting factor. These cases ara marked in the chart with an asterisk (*). Maxi- mum length can never be more than 6,000 feet (1,800 m), regardless of gauge used. See table below. WIRE REQUIREMENTS: POWER CIRCUIT · 14 to 18 AWG (0.75 - 2.08 mm2) wire for 24 VDC power cir- cuit is acceptable. · All connections are power-limited and supervised. · A maximum of eight N-ANN-80 modules may be connected to this cimuit. Communication Pair Wiring Distance: FACP to Last ANN-BUS Module Total Worst Case Current Draw (amps) 22 Gauge 18 Gauge 16 Gauge 14 Gauge 0.100 1,852 ff. 4,688 ft. * 6,000 ff. *6,000 ft. 0.200 926 ff. 2,344 ft. 3,731 ft. 5,906 ff. 0.300 617 ff. 1,563 ft. 2,488 ft. 3,937 ff. 0.400 463 ff. 1,172 ff. 1,866 ff. 2,953 ff. 0.500 370 ft. 938 ft. 1,493 ff. 2,362 ft. 0.600 309 ff. 781 ff. 1,244 ff. 1,969 ff. 0.700 265 ft. 670 ft. 1,066 ff. 1,687 ft. 0.800 231 ff. 586 ft. 933 ft. 1,476 ft. 0.900 206 ft. 521 ff. 829 ft. 1,312 ff. 1.000 (max.) 185 ff. 469 ft. 746 ff. 1,181 ft. WIRING CONFIGURATION The following figure illustrates the widng between the FACP and ANN-BUS devices. --I ANN-BUS and power wiring are supervised and power-limited. ANN-BUS Device ORDERING OPTIONS: N-ANN-80: Black, 80 character LCD Annunciator. N-ANN.80-W: White, 80 character LCD Annunciator. NFW-50 Ta3 I 2 3 4 5 6 7 8 FACP Wiring to ANN-BUS Device LEXAN~ is a registered trademark of GE Plastics, a subsidia~' of Genera~ Electdc Company. ~2008 by Honey~ell International Inc. All dghts reserved. Unauthorized use of this document is strictly prohibited. ISO 9001 QUALITY SYSTEMS Page 2 of 2 -- dh-7114:b * 6/9/08 This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118. www. notifier, com Made in the U.S.A. NOTI FI E R® NP-IO0 and NP.-IOOT by Honeywell Addressable Photoelectr,c Detectors Section: Addressable GENERAL The NP-100 and NP-1OOT addressable, Iow-profile plug- in photoelectric detectors use a state-of-the-ar~ photoelec- tric sensing chamber with communications to provide open area protection and are used exclusively with NOTIFIER's FireWarden-100 Addressable Fire Alarm Con- trol Panel (FACP). The NP-100T adds thermal sensors that will alarm at a fixed temperature of 135°F (57°C). Since these detectors are addressable, they will help emergency personnel quickly locate a fire during its early stages, potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local, visible sensor indication. Remote LED annunciator capability is available as an optional accessory (P/N RA400Z). FEATURES SLC loop: · Two-wire loop connection. · Unit uses base for wiring. Addressing: · Addressable by device. · Direct Decade 01 - 99 (FireWarden-100) entry of ad- dress. Architecture: · Unique single-soume, dual-chamber design to respond quickly and dependably to a broad range of fires. · Sleek, Iow-profile design. · Integral communications and built-in type identification. · Built-in tamper-resistant feature. · Removable cover and insect-resistant screen for simple field cleaning. Operation: · Withstands air velocities up to 4,000 feet-per-minute (20 m/sec.) without triggering a false alarm. · Factory preset at 1.5% nominal sensitivity for panel alarm threshold level. · Visible LED "blinks" when the unit is addressed (com- municating with the fire panel) and latches on in alarm. Mechanicals: · Sealed against back pressure. · Direct surface mounting or electrical box mounting. · Mounts to: single-gang box, 3.5" (8.8§ cra) or 4.0" (10.16 cm) octagonal box, or 4.0" (10.16 cra) square electrical box (using a plaster ring -- included). Other system features: · Fully coated circuit boards and superior RF/transient ~ ~ California ~ State Fire Marshal 7272-0028:231 LISTED APPROVED Sl115 MARYLANDM EA State Fire Marshal 243-02-E Vol. II Permit # 2173 NP-IOOT with B710LP base NP-IO0 with B710LP base protection. · 94-V0 plastic flammability rating. · Low standby current. Options: · Remote LED output connection (P/N RA400Z). SPECIFICATIONS Voltage range: 15 - 32 VDC (peak). Standby current: 300 uA @ 24 VDC. LED current: 6.5 mA @ 24 VDC (latched "ON"). Air velocity: 4,000 ff./min. (20 m/sec.) maximum. Diameter: 6.1" (15.5 cm) installed in B710LP base. Height: 2.1" (5.33 cm) installed in B710LP base. Weight: 3.6 oz. (102 g). Operating temperature range: for NP-IO0: 0°C to 49°C (32°F to 120°F); for NP-IOOT: 0°C to 38°C (32°F to 100°F). Temperature: 0°C -49°C (32°F- 120°F). Relative humidity: 10% - 93%, non-condensing. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurale. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For mere information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 (~ NOTIFIER~ by Honeywell t2 Clintonville Road, Northford, Connecticut 06472 lSO 9001 9iSNEEBING i MNigF&'lIIING QSALITT STSTEMS DN-6995 · 0~1 ~/05 -- Page 1 of 2 APPLICATIONS Use photoelectric detectors in life-safety applications to provide a broad range of fira-sensing capability, espe- cially where smoldering fires are anticipated. Ionization detectors are often better than photoelectric detectors at sensing fast, flaming fires. CONSTRUCTION These detectors are constructed of off-white LEXAN®. NP-100(T) plug-in, Iow-profile smoke detectors are de- signed to commercial standards and offer an attractive appearance. LEXAN~ is a registered trademark ol GE Plastics, a subsidiary of General Electric Company. INSTALLATION NP-100(T) plug-in detectors use a detachable mounting base to simplify installation, service and maintenance. Mount base on box which is at least 1.5 inches (3.81 cra) deep. Suitable boxes include: · 4.0" (10.16 cm) square box with plaster ring. · 4.0" (10.16 cm) octagonal box. · 3.5" (8.89 cra) octagonal box. · Single-gang box. NOTE: Because of the inherent supervision provided by the SLC loop, end-of-line resistors are not required. Wiring 'T- taps" or branches are permitted for Style 4 (Class B) wiring. OPERATION Each NP-100(T) uses one of 99 possible addresses on the FiraWarden-100 Signaling Line Cimuit (SLC). It re- sponds to regular polls from the system and reports its type and status. The NP-100(T) addressable photoelectric sensor's unique unipolar chamber responds quickly and uniformly to a broad range of smoke conditions and can withstand wind gusts up to 4,000 feet-per-minute (20 m/sec.) with- out sending an alarm level signal. Because of its unipo- lar chamber, the NP-100(T) is approximately two times more responsive than most photoelectric sensors. This makes it a moro stable detector. DETECTOR SENSITIVITY TEST Each detector can have its sensitivity tested (required per NF:PA 72, Chapter 7 on Inspection, Testing and Mainte- nance) when installed/connected to a FireWarden-100 addressable fire alarm control panel. The results of the sensitivity test can be printed off the FireWarden-100 for record keeping. PRODUCT LINE INFORMATION NP-1OO Addressable photoelectric detector; B710LP base included.* NP-10OT Same as NP-100 but with thermal element; B710LP base included.* RA400Z Remote LED. Mounts to a single-gang box. B710LP Plug-in detector base. Dimensions: 6.1" (15.5 cm). Mountlng: 4.0" (10.16 cm) square box with or without plaster ring, 4.0" (10.16 cm) octagonal box, 3.5" (8.89 cm) octagonal box, or single-gang box. All mounting boxes have a minimum depth of 1.5" (3.81 cm). B224RB Plug-in System Sensor relay detector base. Diameter: 6.2" (15.75 cm). Mounting: 4.0" (10.16 cm) square box with or without plas- ter ring, 4.0" (10.16 cm) octagonal box, or 3.5" (8.89 cm) octagonal box. All mounting boxes have a minimum depth of 1.5" (3.81 cm). B224BI Plug-in System Sensor isolator detector base. Maximum 25 devices between isola- tor bases (see DN-6994). Diameter: 6.2" (15.75 cm). Mounting: 4.0" (10.16 cm) square box with or without plaster ring, 4.0" (10.16 cm) octagonal box, or 3.5" (8.89 cm) octagonal box. All mounting boxes have a minimum depth of 1.5" (3.81 cm). Plug-in System Sensor sounder detector base. Diameter: 6.0" (15.24 cm). Mounting: 4.0" (10.16 cra) square box with or without piaster ring. Mounting box has a minimum depth of 1.5" (3.81 cra). *Pdor to 03/28/05, the B710LP base was sold separatelj4 BSOIBH Page 2 of 2 -- DN-6995 · 06/15/05 NOTI FI E R® . NH-100 Series Intelhgent Address.e. ble Thermal by Honeywell (.ea,) Dete¢sttcotir~:,Ao, rdre~slsra~eWarde.-lO0 GENEIL4L The NOTIFIER NH-100 Series thermal detectors are ad- dressable sensors that use a state-of-the-ad thermistor sensing circuit for fast response. These sensors are de- signed to provide open-area protection and are intended for use with the FireWarden-100 Fire Alarm Control Panel (FACP). Both the NH-100 and NH-100R sensors provide fixed tem- perature alarm detection at 135°F/57°C. The NH-100R sensor responds to rate-of-rise conditions of greater than 15°F/8.3°C per minute. These thermal detectom provide cost effective, addmssable property protection in a variety of applications. Two LEDs on each sensor light to provide a local, visible sensor indication. Remote LED annunciator capability is available as an optional accessory (P/N RA400Z). FrUBLTURES SLC loop: · Two-wire SLC loop connection. · Unit uses base for wiring. Addressing: · Addressable by device. · Oimct Decade 01 - 99 (FireWarden-100) entry of ad- dress. Architecture: · Sleek, Iow-profile, stylish design. · State-of-the-ad thermistor technology for fast response. · Integral communications and built-in device-type iden- tification. · Built-in tamper resistant feature. · Built-in functional test switch activated by external mag- net. Operation: · Factory preset at 135°F (57°C). · Rate-of-rise model (NH-100R), 15°F (8.3°C) per minute. · 360°-field viewing angle of the visual alarm indicators (two bicolor LEDs). LEDs blink green in Normal condi- tion and turn on steady red in Alarm. · Visible LEDs "blink" every time the unit is addressed. Mechanicals: · Sealed against back pressure. · SEMS screws for wiring of the separate base. · Designed for direct-surface or electrical-box mounting. · Plugs into separate base for ease of installation and maintenance. S747 ~ ~ California M EA State Fire Marshal 387-02-E Vol. II 7270-0028:234 LISTED APPROVED 6936phol .jpg NH-lO0 with B710LP base · Separate base allows intemhange of photoelectric, ion- ization and therma[ sensors. Other system features: · Remote test feature from the panel. · Walk test with address display. · Low standby current. · 94-5V plastic flammability rating. Options: · Remote LED output connection to optional RA400Z re- mote LED annunciator. · Recessed (RMK400) or surface (SMK400) base mount- ing kits. SPECIFICATIONS Diameter: 6.1" (15.5 cm)installed in B710LP. Height: 2.1" (5.33 cm). Weight: 4.8 oz. (137 g). Installation temperature: -4°F to 100°F (-20°C to 38°C). Humidity range: 10% to 93% relative humidity (noncon- This document is not intended to be used for installation purposes. We try to keep our product intormaedn up-to.Jato and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7ff8 by Honeywell 12 Clintonville Road, Northford, Connecticut 06472 ISO 9001 IflGIflEBING I ~ QIALITY SYSTEMS DN-6997 · 06/15/05 -- Page 1 of 2 densing). Voltage range: 15 to 32 VDC peak. Standby current: 300 pA @ 24 VDC (one communica- tion every five seconds with LED blink enabled). LED current: 6.5 mA @ 24 VDC. Mounting: B710LP flanged base, sold separately. Fixed-temperature setpoint: 135°F (57°C). Rate-of-rise detection: responds to greater than 15°F/ 8.3°C per minute. INSTALLATION NH-100 Series plug-in intelligent thermal detectors use a detachable base to simplify installation, service and maintenance. Installation instructions are shipped with each detector. Mount base (all base types) on box that is at least 1.5" (3.81 cra) deep. Suitable boxes include: · 4.0" (10.16 cm) square box. · 3.5" (8.89 cm) or 4.0" (10.16 cm) octagonal box. · Single-gecg box (except relay or isolator base). NOTE: B~cause of the inherent supervision provided by the SLC loop, end-of-line resistors are not required. Wiring "T- taps" or branches are permitted for Style 4 (Class "B") wiring onlJ/ APPLICATIONS Use thermal detectors for protection of property. CONSTRUCTION These detectors are constructed of off-white Bayblend~. The NH-100 Series plug-in intelligent thermal detectors are designed to commercial standards and offer an at- tractive appearance. Bayblend~ is a registered trademark of Bayer Corporation. OPERATION Each NH-100 Series detector uses one of 99 (FireWarden-100) possible addresses on a control panel SLC loop. It responds to regular polls from the control panel and reports its type and the status. If it receives a test command from the panel (or a local magnet test), it stimulates its electronics and reports an alarm. It blinks its LEDs when polled and turns the LEDs on when com- manded by the panel. The NH-100 Series offers features and pedormance that represent the latest in thermal de- tector tachnology. PRODUCT LINE INFORMATION NH-100 Intelligent thermal sensor; B710LP base in- cluded.* NH-100R Same as NH-100 with rate-of-rise feature; B710LP base included.* RA400Z Remote LED. Mounts to a single-gang box. B710LP Plug-in detector base. Dlmenslons: 6.1" (15.5 cra). Mounting: 4.0" (10.16 cra) square box with or without plaster ring, 4.0" (10.16 cm) octagonal box, 3.5" (8.89 cm) octagonal box, or single-gang box. All mounting boxes have a minimum depth of 1.5" (3.81 cra). M02-04-00 Test magnet. B224RB Plug-in System Sensor relay detector base. Diameter: 6.2" (15.75 cm). Mounting: 4.0" (10.16 cra) square box with or without plaster ring, 4.0" (10.16 cm) octagonal box, or 3.5" (8.89 cm) octagonal box. All mounting boxes have a minimum depth of 1.5" (3.81 cm). B224BI Plug-in System Sensor isolator detector base. Maximum 25 devices between isolator bases (see DN-6994). Diameter: 6.2" (15.75 cm). Mounting: 4.0" (10.16 cm) square box with or without plaster ring, 4.0" (10.16 cra) octagonal box, or 3.5" (8.89 cm) octagonal box. All mounting boxes have a minimum depth of 1.5" (3.81 cm). B501BH Plug-in System Sensor sounder detector base. Diameter: 6.0" (15.24 cra). Mounting: 4.0" (10.16 cm) square box with or without plaster ring. Mounting box has a minimum depth of 1.5" (3.81 cra). *Prior to 03/28/05, the B7tOLP base was sold separatel~ Page 2 of 2 -- DN-6997 · 0~15/05 ( IMay 9, 2005 DN-7006 · A1-340 NOTI FI E R® ND-100 and ND-100R Low-Flow Photoe!.ectric Duct Smoke by Honeywell Detect° rsSefc~.rn: FA'c~reE sWs,~,erd en ' 1 O0 GENERAL ND-100 and ND100R photoelectric duct smoke detectors are used exclusively with the NOTIFIER FireWarden-100 (NFW- 100) addressable control panel. They provide Iow-flow tech- nology that enables duct smoke detection throughout a broad range of airflow environments in HVAC applications. The Iow- flow technology can detect smoke at air speed velocities of 100 feet per minute (0.5 m/sec) or greater, while continuing the same reliable performance to 4,000 feet per minute (20.32 m/sec). The intelligent Iow-flow duct detectors sample air cur- rents passing through a duct and gives dependable perfor- mance for shutdown of fans, blowers, and air conditioning systems, preventing the spread of toxic smoke an fire gases through the protected area. ND-100 and ND-100R provide a remote alarm output for use with auxiliary devices, such as the RA400 remote LED annun- ciator, as well as remote test capability with the RTS451 or RTS451 KEY Remote Test Stations. The ND-100R features a Form-C relay. APPLICATIONS Duct smoke detectors have specific limitations, they are: · NOTe substitute for open area smoke detectors. · NOTe substitute for early warning detection. · NOTe replacement for a building's regular fire detection system. Please call NOTIFIER for a copy of System Sensor's applica- tion guide, Proper Use of Smoke Detectors in Duct Applica- tions, (A05-1004-00). FEATURES · Air velocity rating from 100 to 4,000 feet per minute (0.5 to 20.32 m/sec). · Patented telescopic sampling tube. · Easily accessible code wheels for addressing detector. · Outside mounting tabs. · Mountsto round or rectangular ducts from 1'to 12' (0.3 to 3.7 meters) wide. Transparent cover for convenient visual inspection. Powered outputs for remote LED, end remote test and sounder. · Two Form-C auxiliary contacts (ND-100R). · Patented cover-tamper trouble signal. · ND-100R requires both corn line power and one of the following: 24 VAC/VDC or 120/220 VAC for operation. INSTALLATION Refer to installation manuals for control panel and duct detector for detailed information or to install equipment. Wiring: For signal wiring (the wiring between detectors or from detectors to auxiliary devices), it is recommended that single conductor wire be no smaller than 18 AWG (0.78 mmZ). ~ California State Fire MEA Marshal 320-02-E Vol. II 3240-0028:232 LISTED (~o. fooR) NO-tooR) 3240-0028:236 S635 MARYLAND (ND-~O0) State Fire Marshal Permit # 2173 (ND-IOOR) ND- 100R ND-lO0 The duct smoke detector terminals accommodate wire sizes up to 12 AWG (3.1 mm2). Flexible conduit is recommended for the last foot (30.48 cm) of conduit; solid conduit connections may be used if desired. Smoke detectors and alarm system control panels have speci- fications for Signaling Line Circuit (SLC) wiring. Consult the control panel specifications for wiring requirements before wiring the detector loop. The ND-100 and ND-100R detectors are designed for ease of wiring; their housing provides a ter- minal strip with clamping plates. IThis document is not intended to be used for installation purposes. We tM to keep our I product in formalion up-to-date and accurate. We canno~ cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more inlormation, contact NOTIFIER. Phone: (203) 484-7t 61 FAX: (203) 484-7118 lSO 9001 I QI&LITY SYSTEMS DN-7006 * 05/09/05 -- Page 1 of 4 SPECIFICATIONS HD-100 Operating voltage range: 15 to 30 VDC. Standby current: 300 FA @ 24 VDC (one communication every 5 seconds with LED blink enabled). Operating temperature range: 32° to 131°F (0° to 55°C). Operating humidity range: 10% to 93% relative humidity (non- condensing). Storage temperature range: -22°F to +158°F (-30°C to +70°C). Duct air velocity: 100 to 4,000 feet/rain (0.5 to 20.32 m/s). Shipping weight: 3.35 lbs. (1.5 kg). Dimsnsions: 14.75' (37 cra) length x 5.50" (14 cra) width x 2.75" (7 cra) deep. ND-'I00 accessnry current Inads @ 24 VDC PA400: refer to PA400 data sheet DN-2405. RA400Z: 0 mA standby, 10 mA maximum in alarm. RTS451 and RTS451KEY: 0 mA standby, 7.5 mA maximum in alarm. N D-100 R Operating voltage range: 20 to 30 VDC, 24 VAC/VDC, 120/ 240 VAC auxiliary power (requires a separate auxiliary source). Standby current: 300 pA @ 24 VDC (one communication every 5 seconds with LED blink enabled). Operating temperature range: 32° to 131°F (0° to 55°C). Operating humidity range: 10% to 93% relative humidity (non- condensing). Storage temperature range: -22°F to +158°F (-30°C to +70°C). Duct air velocity: 100 to 4,000 feet/min (0.5 to 20.32 m/s). Shipping weight: 3.90 lbs. (1.8 kg). Dimensions: 14.75" (37 cra) length x 5.50" (14 cm) width x 2.75' (7 cm) deep. RA4OOZ RTS451 R TS451KEY ND-100R contact ratings Alarm auxiliary contacts* (DPDT): · 10 A @ 30 VDC. · 10 A @ 277 VAC (0.75 power factor). · 240 VA @ 249 VAC (0.4 power factor). · 1/8HP@ 120VAC. · 1/4HP @ 240VAC, Supervisory contact (SPST): · 2.0 A @ 30 VDC (resistive). *Minimum switching current for auxiliary contact must be 100 mA DC minimum @ 5 VDC. ND-100R accessory current loads @ 24 VDC PA400: refer to PA400 data sheet DN-2405. RA400Z: 0 mA standby, 12 mA maximum in alarm. RTS451 and RTS451KEY: 0 mA standby, 10 mA maximum in alarm. See table below for ND-I OOR current requirements. PRODUCT LINE INFORMATION ND-10O Addressable Iow-flow duct detector housing with photoelectric smoke detector. ND-100R Addressable Iow-flow duct detector housing with photoelectric smoke detector with DPDT relay. AS053FL Replacement photoelectric sensor board. A5067 Replacement power board (without relay). A5060 Replacement power board (with relay). ST-1.5 Metal sampling tube, duct widths 1' to 2' (see table on page 3 for metric lengths). ST-3 Metal sampling tube, duct widths 2' to 4'. ST-5 Metal sampling tube, duct widths 4' to 8'. ST-10 Metal sampling tube, duct widths 8' to 12'. RA400Z Remote annunciator alarm LED. RTS451 Remote test station. Mounts in single-gang box. Includes red alarm LED and magnet test switch. RTS4$1KEY Key-activated remote test station. F36-09-11 Replacement filters. M02-04-00 Replacement test magnet. S08-39-01 Replacement photo insect screen. P48-61-0g Replacement end cap for plastic sampling tube. P48-21-00 Replacement end cap for metal sampling tube. T80o71-00 Replacement sampling tube. ND-100R current requirements (using no accessories) 24 VAC, 120 VAC, 220/240 VAC, Power supply voltage 20 - 30 VDC 50/60 Hz 50~0 Hz 50/60 Hz Max. standby current 26 mA 65 mA RMS 44 mA RMS 25 mA RMS Max. alarm current 87 mA 182 mA RMS 52 mA RMS 30 mA RMS Alarm response time 3 to 10 sec. 3 to 10 sec. 3 to 10 sec. 3 to 10 sec. Power-up time 2 sec. 2 sec. 2 sec. 2 sec. P~ge 2 of 4 -- DN-7006 · 05'09/05 WIRING DIAGRAMS for ND-100 COMMUNICATION LINE ~ UL Listed Control Panel o o o o /// ~ On to other ND-lO0 Duct Smoke Detector using a UL-Listed control panel NDolO0 Detector Terminals z 7/ / RA4OOZ ND-100 Duct Smoke Detector with optional RA400Z ND-lO0 Detector Terminals X%field-Installed RTS451/RTS451KEY ND-100 Duct Smoke Detector with RTS451/ RTS451KEY NOTE: For RTS451, Terminal 3 is not used. RTS451 does not have a Terminal 6. For RTS4$1KEY, Terminals 3 and 6 are not used. INLET TUBE SELECTION Outside Duct Width Inlet Tube* Up to 2 feet (0.6096 m) ST-1.5 2 to 4 feet (0.6096 to 1.2192 m) ST-3 4 to 8 feet (1.2192 to 2.4384 m) ST-5 8 to 12 feet (2.4384 to 3.6576 m) ST-10 *NOTE: Inlet tube is required and must be ~urchased separatel}< Order one inlet tube for each duct smoke detector ordered. 0N-7006 · 05/09/05 -- Page 3 of 4 WIRING DIAGRAMS for ND-100R ND-IOOR Duct Smoke Detector using a UL-Listed control panel: COMMUNICATION LINE CONTROL PANEL Jl JUMPER ~k 1ST DETECTOR 2ND DETECTOR IN LOOP IN LOOP NOTES: 1) Jumper Jl shunt must be installed for 2-W applications, J1 shunt must be removed for power PCB supen/ision, Note that removal of shunt without adding external power will prevent communications to the panel over the SLC. 2) External power of 24 V AC/DC or 120/220 VAC must be connected in order to power all remote horn or strobe accessories. ND-IOOR Duct Smoke Detector with optional RA4OOZ: 5 = Alarm Signal 7 = Aux. Power (-) RA400Z O0 NOT BREAK TAB ON RA4OOZ ND-IOOR Duct Smoke Detector with optional PA400: 5 = Alarm Signal 7 = Aux, Power (-) PA400 ND-tOOR Duct Smoke Detector with RTS451/RTS451 KEY: Rq'S 451/ RTS451KEY 3 NOT USED FOR RTS451, TERMINAL 3 IS NOT USED. (RTS451 DOES NOT HAVE A TERMINAL 6.) FOR RTS451 KEY, TERMINALS 3 AND 6 ARE NOT USED 7O06wil4.wnlf Page 4 of 4 -- DN-7006 · 05/09/05 NOTI FI E R® by Honeywell GENERAL The NOTIFIER NOT-BG12LX is a state.of-the.art, dual- action (i.e., requires two motions to activate the station) pull station that includes an addressable intertace (mounted inside) for NOTIFIER's addressable FireWarden-100 fire alarm control panel. Because the NOT-BG12LX is addres- sable, the control panel can display the exact location of the activated manual pull station. This leads fire service personnel quickly to the location of the alarm. FEATURES · Aesthetically pleasing, highly visible, dual-action design. · MeetsADA 5 lb. maximum pull force. · Easily operated (dual-action). · Attractive shape and textured finish. · Mounts, semi-flush, to a standard single-gang (2.125" [5.398 cm] minimum depth), double-gang, or 4.0" (10.16 cm) square electrical box. · When the handle latches in down position, the word "AC- TIVATED" appears at the top of the handle in bright yel- low to clearly indicate the station has been operated. · Key/lock reset; needs only a 1/4-turn to lock/unlock. · Includes Braille text on station handle. · Captive screw terminals wire-ready for easy connection to SLC loop (accepts up to 12 AWG/3.1 mm2 wire). · Optional trim ring (BG-TR). · Meets UL 38, Standard for Manually Actuated Signaling Boxes. · Maintenance personnel can open station (for inspection and testing) without causing an alarm condition. · Built-in bicolor LED, which is visible through the handle of the station, flashes red in normal operation and latches on steady red when in alarm. ENGINEERING SPECIFICATIONS Manual Fire Alarm Stations shaft be non-code, with a key- operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key. An operated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be constructed of red-colored LEXAN® (or polycarbonate equivalent) with clearly visible operating instructions pro- vided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1.00 inches (2.54 cm) or larger. Stations shall be suitable for surface mounting on matching backbox SB-10 or SB-I/O; or semi-flush mount- ing on a standard single-gang, double-gang, or 4.0" (10.16 LEXAN® is a registered trademark of GE Plastics, a subsidiary of General Electric Company. June 15, 2005 DN-7001 · A1-380 NOT-BG12LX Addressable Manual Pull Station for FireWarden-1 O0 Section: Addressable Patented, U.®. Patent No. D428,351; 6,380,846 u.a. Patent Pending: 091686,286 State Fire 67-02-E Vol, IV Marshal 7150-0028:199 LISTED S692 APPROVED The NO T-BG12LX Addressable Manual Pull Station cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the control panel SLC loops. The manual station shall, on com- mand from the control panel, send data to the panel repre- senting the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. ELECTRICAL SPECIFICATIONS Normal operating voltage: 24 VDC. Maximum SLC loop voltage: 28.0 VDC. IThis document is not intended to be used for installation purposes. We try to keep oar I product information up-to-date and accurate. We cannot cover all specific applications or I anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: {203) 484-7161 FAX: (203) 484-7118 lSO 9001 glONEEIENG & ~IKINE QUALITY SYSTEMS DN-7001· 06115/05 -- Page I of 2 Maximum SLC loop currant: 230 pA. INSTALLATION The NOT-BG12LX can be semi-flush mounted into a single- gang, double-gang, or standard 4.0" (10.16 cm) square elec- trical outlet box, or surface mounted to the Model SB-10 or SB-I/O surface backbox. If the NOT-BG12LX is semi-flush mounted, then the optional trim ring (BG-TR) may be used. The BG-TR is usually needed for semi-flush mounting with 4.0" (10.16 cm) or double-gang boxes (not with single-gang boxes). CONSTRUCTION Back of station without door. ~,~NO(~ JJU~I TERMINAL CONNECTIONS I SLC (-) 2 SLC (+) Shell, door, and handle are molded of durable LEXAN® (or polycarbonate equivalent) with a textured finish. OPERATION Pushing in, then pulling down on the handle causes it to latch in the down/activated position. Once latched, the word "ACTIVATED" (in bright yellow) appears at the top of the handle, while a portion of the handle protrudes from the bot- tom of the station. To reset the station, simply unlock the station with the key and pull the door open. This action re- sets the handle; closing the door automatically resets the switch. Manual stations connect with two wires to one of the control panel SLC loops. Each manual station, on command from the control panel, sends data to the panel representing the state of the pull station switch. Two rotary decimal switches allow address settings (01-99). PRODUCT LINE INFORMATION NOT-BG12LX Dual-action addressable puJI station. Includes key lock/reset feature. SB-10 Surface backbox. SB-I/O Surface indoor/outdoor backbox. BG-TR Optional trim ring. Detail of BREAKAWAY TAB* ROTARY DECIMAL SWITCHES Cover open to show easy access to miniature monitor module, rotary switch, and UL label Page 2 of 2 -- DN-7001 · 06/16/05 NOTI FI E R® by Honeywell June 15, 2005 DN-7000 · A1-360 NC-100 and NC-100R Control and Relay Modules for the FireWarden-100 Section: Addressable GENERAL The NC-100 Addressable Control Module provides NOTIFIER's FireWarden-100 intelligent control panels a su- pervised Class B (Style Y) or Class A (S~le Z) cimuit for Noti- fication Appliances (horns, strobes, etc.). Addressability al- lows the NC-100 to be activated, either manually or through panel programming, on a select (zone or area of coverage) basis. The NC-100R Addreseable Relay Module provides the FireWarden-100 system with two isolated sets of Form-C dry-contact outputs for activating a variety of auxiliary de- vices, such as fans, dampers, door holders, control equip- ment, etc. Addressability allows the dry contact to be acti- vated, either manually or through panel programming, on a select basis. FEATURES · Built-in type identification automatically identifies these devices to the control panel. · Internal cimuitry and relay powered directly by two-wire SLC loop. The NC-100 module requires power (for horns, strobes, etc.). · integral LED "blinks" green each time a communication is received from the control panel and turns on steady when activated. · High noise immunity (EMF/RFI). · The NC-100 may be used to switch 24-volt NAC power. · Wide viewing angle of LED. · SEMS screws with clamping plates for wiring ease. · Direct Decade 01-99 (FireWarden-100) entry of address. APPLICATIONS The NC-100 is used to switch 24 VDC audible/visual power. The NC-100R may be programmed to operate dry contacts for door holders, Air Handling Unit shutdown, etc. CONSTRUCTION · The face plate is made of off-white Noryl~). · Controls include two rotary switches for direct-dial entry of address (01-99 on the FireWarden-100). · The NC-100 is configured for a single Class B (Style Y) or Class A (Style Z) Notification Appliance Circuit. · The NC-100R provides two Form-C dry contacts that switch together. OPERATION Each NC-100 or NC-100R uses one of 99 (FireWarden- 100) possible module addresses on a SLC loop. It re- sponds to regular polls from the control panel and reports its type and status, including the open/normal/short sta- tus of its Notification Appliance Circuit (NAC). The LED blinks with each poll received. On command, it activates California M EA State Fire Marshal 72-01-E Vol. II 7300-0028:230 LISTED S635 ~ APPROVED NC-lO0 and NC-IOOR module its internal relay. The NC-100 supervises Class B (Style Y) or Class A (Style Z) notification or control circuits. Upon code command from the panel, the NC-100 will dis- connect the supervision and connect the external power supply in the proper polarity across the load device. The disconnection of the supervision provides a positive indi- cation to the panel that the control relay actually turned ON. The external power supply is always relay isolated from the communication loop so that a trouble condition on the external power supply will never interfere with the rest of the system. Rotary switches set a unique address for each module. The address may be set before or after mounting. The built-in TYPE CODE (not settable) will identify the module to the control panel, so as to differentiate between a mod- ule and a sensor address. Noryl~ is a registered trademark of GE Plastics, a subsidiary of General Electric Company. IThis documen~ is not intended to be used for installation purposes. We try to keep our product in formatior~ up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 lSO 9001 6NGINEEliNE & &MNIMClglIINE QBALITY SYSTEMS DN-7000 · 06/15/05 -- Page 1 of 2 SPECIFICATIONS Normal operating voltage: 15 to 32 VDC. Maximum current draw: 5.1 ma (LEO on). Average operating current: 390 pa (LED flashing). External supply voltage (between Terminals T3 and T4): maximum 80 volts (RM$ or DC). Drain on external supply: 2 ma maximum (using internal EeL relay). EeL resistance: 47K ohms. Temperature range: 32°F to 120°F (0°C to 49°C). Humidity range: 10% to 93% noncondensing. Dimensions: 4.5" (11.43 cm) high x 4.0" (10.16 cra) wide x 1.25" (3.175 cm) deep. Mounts to a 4.0" (10.16 cra) square x 2.125" (5.398 cm) deep box. SPECIFICATIONS Normal operating voltage: 15 to 32 VDC. Maximum current draw: 5.1 ma (LED on). Average operating current: 270 pa (LED flashing). EeL resistance: not used. Temperature range: 32=F to 120°F (0°C to 4g°c). Humidity range: 10% to 93% noncondensing. Dimensions: 4.5" (11.43 cra) high x 4.0" (10.16 cm) wide x 1.25" (3.175 cm) deep. Mounts to a 4.0" (10.16 cm) square x 2.125" (5.398 cm) deep box. PRODUCT LINE INFORMATION NC-100 Intelligent addressable control module. RELAY CONTACT RATINGS for both conlrol and relay models Load Description Application Maximum Current Voltage Rating Resistive Non-Coded 30 VDC 3.0 A Resistive Coded 30 VDC 2.0 A Resistive Non-Coded 110 VDC 0.9 A Resistive Non-Coded 125 VAC 0.9 A Inductive (!_/R = 5 ms) Coded 30 VDC 0.5 A Inductive (UR = 2 ms) Coded 30 VDC 1.0 A Inductive (PF-- 0.35) Non-Coded 125 VAC 0.5 A NC-IOOR SMB500 CB500 Intelligent addressable relay module. Optional surface-mount backbox. Control module barrier -- required by UL for separating power-limited and non-power lim- ited wiring in the same junction box as Note CB500 Module Barrier, whichcreatesl~Jolatedquadrant. ~ISOLATED QUADRANT CB500 ~ Page 2 of 2 -- DN-7000 · 06/15/05 SpectrAlert® Advance Selectable Output Notification Appliances DN-7087:A · J-70 NOTI F1 E R® by Honeywell General System Sensor~ SpectrAlert~ Advance selectable-output horns, strobes and horn/strobes are rich with features guaran- teed to cut installation times and maximize profits. The SpectrA- left Advance series of notification appliances is designed to simplify your installations, with features such as: plug-in designs, instant feedback messages to ensure correct installa- tion of individual devices, and eleven fleld-selectable candela settings for wall and ceiling strobes and horn/strobes. More specifically, when installing Advance products, first attach a universal mounting plate to a four-inch square, four-inch octa- gon, or double-gang junction box. The two-wire mounting plate attaches to a single-gang junction box. Then, connect the notification appliance circuit widng to the SEMS terminals on the mounting plate. Finally, attach the horn, strobe, or horn/strobe to the mounting plate by inserting the product's tabs in the mounting plate's grooves. The device will rotate into position, locking the prod- uct's pins into the mounting plate's terminals. The device will temporarily hold in place with a catch until it is secured with a captured mounting screw. SpectrAlert Advance products allow you to choose: 12 or 24 volts. At 24 volts, 15, 15175, 30, 75, 95, 110, 115, 135, 150, 177, or 185 candela by way of a rear-mounted slide switch and front vi;~ving window. · Horn tones and volume by way of a rotary switch. · The SpectrAlert Advance series includes ouidoor notification appliances. Outdoor strobes and horn/strobes (two-wire and four-wire) are available for wall or ceiling. Outdoor horns are available for wall only. All System Sensor outdoor products are rated between -40°F and 151°F (-40°C and 66°C) in wet or dry applications. Models available: Indoor wall-mount: horn, strobe, 2-wire horn/strobe, 4-wire horn/strobe. Indoor ceiling-mount: strobe, 2-wiro horn/strobe, 4-wire horn/ strobe. · Outdoor wall-mount: horn, strobe, 2-wire horn/strobe, 4-wire horn/strobe. · Outdoor ceiling-mount: strobe, 2-wire horn/strobe, 4-wire horn/strobe. Features Plug-in design. Same mounting plate for wall- and ceiling-rnount units. Shorting spring on mounting plate for continuity check before installation. Captive mounting screw. Tamper-resistance capability, Field-selectable candela settings on wall and ceiling units: 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, 185. Automatic selection of 12 or 24 volt operation st 15 and 15/75 candela. · Outdoorwall and ceiling products, · Outdoor products rated from -40°F and 151°F (-40°C and 66°C). Indoor Ceiling Horn/Strobe Outdoor Ceiling Strobe Indoor Wall Horn/Strobe Indoor Ceiling Strobe Indoor Wall Horn Outdoor Wall Strobe Minimal intrusion into the backbox. Horn rated at 88+ dba at 16 volts. Rotary switch for tone selection. Three horn volume settings. Electrically compatible with existing SpectrAlert products. Engineering Specifications SpectrAlert Advance horns, strobes, and horn/strobes shall mount to a standard 4.0" x 4.0" x 1.5" (10.16 x 10.16 x 3.81 cra) backbox, 4.0" (10.16 cm) octagonal backbox, or a double-gang backbox. Two-wire products shall also mount to a single-gang 2.0" x 4.0" x 1.875" (5.08 x 10.16 x 4.763 cm) backbox. A uni- versal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall ter- minate at the universal mounting plate. Also, SpectrAlert Advance products, when used with the Sync-CircuitTM Module accessory, shall be powered from a non-coded notification appli- ance cimuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync. Circuit Module, 12-volt rated notification appliance circuit outputs shall operate between 9 and 17.5 volts; 24-volt rated notification appliance circuit outputs shall operate between 17 and 33 volts. Indoor SpectrAlert Advance products shall operate between 32°F and 120°F (0°C and 49°C) from a regulated OCl or full-wave-rectified, unfiltered power supply. Strobes and horn/strobes shall have field-select- able candela settings including 15, 15/75, 30, 75, 95, 110, 115, 135, 150, 177, 185. DN-7087:A · 10/18/06 -- Page 1 of 4 STROBE The strobe shall be a System Sensor Spectr^lert Advance Model __ listed to UL 1971 and shall be approved for fire protective service. The strobe shall be wked as a pdmary-sig- naling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strebe's entire operating voltage range. The strobe light sheit consist of a xenon flash tube and associ- ated lens/reflector system. HORN/STROBE COMBINATION The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn/strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have three audibility options and an option to switch between a Temporal 3 pattern and a Non-Temporal (continuous) pattern. These options are set by a multiple position switch. On four-wire products, the strobe shall be powered independently of the sounder. The horn on horn/strobe models shall operate on a ceded or non-coped power supply. OUTDOOR PRODUCTS SpectrAlert Advance outdoor horns, strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between -40°F and 151°F (-40°C and 66°C). The products shall be listed for use with a System Sensor outdoor~veatherproof backbox with half-inch and three-fourths-inch conduit entries. SYNCHRONIZATION MODULE The module shall be a System Sensor Sync. Circuit __ listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1 Hz and horns at Temporal 3. Also, while operating the strobes, the mod- ule shall silence the horns on horn/strobe models over a single pair of wires. The module shall mount to a 4.688" x 4.688" x 2.125" (11.906 x 11.906 x 5.398 cm) backbox. The module shall also control two Style Y (cJass B) circuits or one Style Z (Class A) circuit. The module shall synchronize multiple zones. Daisy- chaining two or more synchronization modules together will syn- chronize all the zones they control. The module shall not oper- ate on a ceded power supply. Strobe Current Draw, UL Maximum (mA RMS) 8- 17.5V 16-33V Candela DC FWR DC FWR 15 123 128 66 71 15/75 142 148 77 81 Standard 30 NA N/A 94 96 Candela 75 NA NA 158 153 Range 95 NA NA 181 176 110 NA NA 202 195 115 NA NA 210 205 135 NA NA 228 207 High 150 NA NA 246 220 Caedela Range 177 NA NA 281 251 185 N^ NA 286 258 Operating Specifications Standard operating temperature: 32OF to 120OF (0oc to 49oC). K Series operating tereperature: -40°F to 151°F (-40°0 to 66°C). Humidity range: 10% to 93% non-condensing (indoor products). Strobe flash rate: 1 flash per second. Nominal voltage: regulated 12 VDC/FWR or regulated 24 VDC/FWR. NOTE: lull Wave Rectified (FWR) voltage is a non-regulated, time-varying power source that is used on some power supply and panel outputs. Operating voltage range: 8 V to 17.5 V (12 V nominal); or 16 V to 33 V (24 V nominal). NOTE: P, S, PC, and SC prod- ucts will operate at 12 V nominal only for 15 cd and 15/75 cd. Input terminal wire gauge: 12 to 18 AWG (3.31 to 0.821 mmV). Ceiling-mount dimensions (including lens): 6.8" diameter x 2.5" deep (17.3 cm diameter x 6.4 cm deep). · Wall-mount dimensions (including lens): 5.6" H x 4.7" W x 2.5" D (14.2 cm H x 11.9 cm W x 6.4 cm D). · Horn dimensions: 5.6" H x 4.7" W x 1.3" D (14.2 cm H x 11.9 cm Wx 3.3 cm D). Agency Listings and Approvals The listings and approvals below apply to SpectrAlert Advance Selectable Output Notification Devices. In some cases, certain modules may not be listed by certain approval agencies, or list- ing may be in process. Consult factory for latest listing status. · UL Listed: file S4011 (HR__, HW._, P2__, P4__, PC2__, PC4__ models); file S55t2 (models SCR, SCRH, SCW, SCWH, SR, SRH, SW, SWH); file S3693 (SCRHK, SCRK, SRHK, SRK). · ULC Listed: file CS1099 (Hi=A, HRKA); file CSt089 (typi- cally "A" models, with exception of outdoor strobes). See Canadian data sheet for listings and specifications. · FM approved. · MEA approved: file 452-05-E. · CSFM approved: file 7t25-t653:t86 (SCR, SCRH, SCW, SCWH, SR, SRH, SW, SWH); file 7125-1653:108 P2_, P4._, PC2_, PC,t_ models); file 7t35-1653:189 (HR, HRK, HW); file 7300-t653:t87 (SCRHK1 SCRK, SRHK, SRK). Horn Current Draw, UL Maximum (mA RMS) 8- 17.5V 16-33V Sound Pattern dB DC P,'VR DC FWR Temporal High 57 55 69 75 Temporal Medium 44 49 58 69 Temporal Low 38 44 44 48 Non-temporal High 57 56 69 75 Non-temporal Medium 42 50 60 69 Non-temporal Low 41 44 50 50 Coded High 57 55 69 75 Coded Medium 44 51 56 69 Coded Low 40 46 52 50 Page 2 of 4 -- DN-7087:A · 10118/06 Horn and Horn/Strobe Rotary Switch Setting Setting Repetition Rate dB Level I Temporal horn High 2 Temporal horn Medium 3 Temporal horn Low 4 Normal horn High 5 Normal horn Medium 6 Normal horn Low 7* Externally coded High 8* Externally coded Medium 9* Externally coded Low *NOTE: Settings 7, 8, and 9 are not available on 2-wire horn/strobe. Horn and Horn/Strobe Output (dBA) 8- 17.5V 16-33V Switch Sound Position Pattern dB DC FWR DC FWR 1 Temporal High 78 78 84 84 2 Temporal Medium 74 74 80 80 3 Temporal Low 71 73 76 76 4 Non-temporal High 82 82 88 88 5 Non-temporal Medium 78 78 85 85 6 Non-temporal Low 75 75 81 81 7* Coded High 82 82 88 88 8* Coded Medium 78 78 85 85 9* Coded Low 75 75 81 81 *NOTE: Settings 7, 8, end 9 are not available on 2-wire horn/strobe. Two. Wire Horn/Strobe, STANDARDCandela Range (15 - 115 cd), UL Maximum Current Draw (mA RMS) 8-17.5V 16-33V Input, Sound Pattern, dB Level 15 15/75 15 15/75 30 75 95 1t0 115 DC Input, Temporal, High 137 147 79 90 107 176 194 212 218 DC Input, Temporal, Medium 132 144 69 80 97 157 182 201 210 DC Input, Temporal, Low 132 143 66 77 93 154 179 198 207 DC Input, Non-temporal, High 141 152 91 100 116 176 201 221 229 DC Input, Non-temporal, Medium 133 145 75 85 102 163 187 207 216 DC Input, Non-temporal, Low 131 144 68 79 96 156 182 201 210 FWR Input, Temporal, High 136 155 88 97 112 168 190 210 218 FWR Input, Temporal, Medium 129 152 78 88 103 160 184 202 206 FWR input, Temporal, Low 129 151 76 86 101 160 184 194 201 FWR Input, Non-temporal, High 142 161 103 112 126 181 203 221 229 FWR Input, Non-temporal, Medium 134 155 85 95 110 166 189 208 216 FWR Input, Non-temporal, Low 132 154 80 90 105 161 184 202 211 Two.Wire Horn/Strobe, HIGIfCandela Range (135 - 185 cd), UL Maximum Current Draw (mA RMS) 16-33V 16-33V DC Input 135 150 177 185 FWRInput 135 150 177 185 DC, Temporal, High 245 259 290 297 FWR, Temporal, High 215 231 258 265 DC, Temporal, Medium 235 253 288 297 FWR, Temporal, Medium 209 224 250 258 DC, Temporal, Low 232 251 282 292 FWR, Temporal, Low 207 221 248 256 DC, Non-temporal, High 255 270 303 309 FWR, Non-temporal, High 233 248 275 281 DC, Non-temporal, Medium 242 259 293 299 FWR, Non-temporal, Medium 219 232 262 267 DC, Non-temporal, Low 238 254 291 295 FWR, Non-temporaI, Low 214 229 256 262 - 6.8" dia. 7087d*rnl al DN-7087:A - 10/18106 -- Page 3 of 4 Ordering Information ModelIDescription* Model I Description WALL HORN/STROBES CEILING HORN/STROBES P2R 2-wiro horn/strobe, standard cd, md. PC2R 2-wire horn/strobe, standard cd, red. P2RH 2-wiro horn/strobe, high cd, red. PC2RH 2-wire horn/strobe, high cd, red. P2RK 2-wire horn/strobe, standard cd, red, outdoor.** PC2RK 2-wire horn/strobe, standard cd, red, outdoor. P2RHK 2-wire horn/strobe, high cd, red, outdoor. PC2RHK 2-wire horn/strobe, high cd, red, outdoor. P2W 2-wiro horn/strobe, standard cd, white. PC2W 2-wire horn/strobe, standard cd, white. P2WH 2-wire horn/strobe, high cd, white. PC2WH 2-wire horn/strobe, high cd, white. P4R 4.wire horn/strobe, standard cd, red. PC4R 4-wire horn/strobe, standard cd, red. P4RH 4-wire horn/strobe, high cd, red. PC4RH 4-wire horn/strobe, high cd, red. P4RK 4-wire horn/strobe, standard cd, rod, outdoor. PC4RK 4-wire horn/strobe, standard cd, red, outdoor. P4RHK 4-wiro horn/strobe, high cd, rod, outdoor. PC4RHK 4-wire horn/strobe, high cd, red, outdoor. P4W 4-wiro horn/strobe, standard cd, white. PC4W 4-wire horn/strobe, standard cd, white. P4WH 4-wire horn/strobe, high cd, white. PC4WH 4-wire homlstrobe, high cd, white. WALL STROBES CEILING STROBES SR Strobe, standard cd, rod. SCR Strobe, standard cd, red. SRH Strobe, high cd, red. SCRH Strobe, high cd, red. SRK Strobe, standard cd, rod, outdoor. SCRK Strobe, standard cd, red, outdoor, SRHK Strobe, high cd, red, outdoor. SCRHK Strobe, high cd, red, outdoor. SW Strobe, standard cd, white. $CW Strobe, standard cd, white. SWH Strobe, high cd, white. SCWH Strobe, high cd, white, ACCESSORIES HORNS BBS-2 Backbex skirt, wall, red. I HR Horn, rod, BBSW-2 Backbox skirt, wall, white. HRK Horn, red, outdoor. BBSC-2 Backbox skirt, ceiling, red. HW Horn, white, BBSCW-2 Backbox skirt, ceiling, white. ACCESSORIES, continued SA-WBB ~/~atherproof backbox, wall. MP-2W-20BP 2-wire indoor mounting plates, pkg of 20. SA-WBBC Weatherproofbackbox, ceiling, cont'datright MPK-2W-20BP 2-wirooutdoormountingpJates, pkgof20. NOTE: *~High cd" refers to strobes that include 135. 150, 177. and 185 candela settings. "Standard cd" refers to strobes that include 15, 15/75, 30, 75. 95. 11 O, end 115 candela settings. **All outdoor models ("K" suffix) include weatherproof backbox. SyncoCircuitTM is a trademark, and NOTIFIERS. SpecWAlert~, and System Sensor~ are registered trademarks of Honeywell International Inc, ~2006 by Honeywell Intemationel Inc. All ~ghts reserved. Unauthorized use of this document is eldcfly prohibited. IS0 9001 BI~flEEIING & RU/llF&'llflg~ ililaLITY SYSTEMS This document is not intended to be used for installation purposes. V~ try to keep our product information up-to.ate and accurate, ~ cannot cover all specific applications or anticipate all requiroments. All specifications are subject to change w~thout notice. For more information, contact Notifier. Phone: (2{)3) 484-7161, FAX: (203) 484-7118. www. notifier, com Page 4 of 4 -- DN-7087:A · 10/18]06 CERT,# 81163702 R ISSUED 09/122000 EXPIRES 0S~09/2012 NAME EDWARD M ~ HOME 21 MJR. TRESCOTT LA ADDR. NORTHPORT, NY 117~ FEE $t8 CAT. FM TYPE Pllrmss DESC. CONS FQ CONST/TOR OP. EMPLOYER COUNTY BUILDING INC. WORK LOCATION , NY CERT.# 81'i63710 .;, R ' . iSSUED 08/12/20~9 '. EXPIRES 0~09f2012 NAME EDWA.RD M HANSEN HOME 21 MJR.TRE~d~-OTT LA ADDR. NO~, NY FEE $18 CAT.~ TYPE Fitness DESC. ~ON U~ EMPLOYER ~OUNTY BUILDING INC. WORK LOCATION . NY [HiS CERTIFIES THAT ED ~HANSEN HAS SUCCESSFULLY COMPLETED THE IRONWORKERS OSHA 1 0 HOUR CONSTRUCTION, WORKER STANDARDIZED SAFETY AND HEALTH TRAINING COURSE DATE 12/1/08 MAY/O7/2©ip/FRI 01:13 PM ~AX No. P. ~~.COMcheck Software Version 3,7.0 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construotlon Project Title: JPMChase Mattituck Constm~on Site: 10300 Main Rd, Ms~uck, NY 11952 i3wr~erlAge~t: VJ~ot OaLuce JPMorgan Chase 1985 Marcus AVe Designer/Contractor; Kenneth R. Galvin, 516 294 ~serchi~m Section 2: General Information {~u[Idln9 location (for weather data): suffolk, New'York Climate Zone: 11b He~tlng Degree Days (base 65 d~'ees F): 57tlo COOling Degree Days (§~me 65 degraea F); 715 Section 3: Mechanical Systems List ,(~L~tJ3,tJ~ ~Y,~.el~P_& Description HVAC ~ys~m ~: H~: ~n~ Fuma~, ~e, Ca~ 18~ kBt~ I C~i~: R~o~ Pac~ge UnlL Copa~ty 102 k~/h, Section 4: Requirements Checklist Requirements specific To: HVAC SYStem 1: Requirements Specific To: HVAC .~ystem 2: Requlremerr[s Specific TO: HVAC Systere 3: Requlrereents .~pe¢ifl¢ To: HVAC System 4: t~A¥ 7 20~0 OLOG. OEP[. __ TOWN OF SOUTHO/O MAY/0?/2010/FRI 0i:13 PM FAX No. P. 002 Requlremen[s Specific To: HVAC System 5: Generic Requirements: Mu~ be met by all systems to which the requirement Is applicable: ~ 1. ~ed cal~lstlons ~rASH~E Fu~amen~s ~ptl~; sla~by ~ip~t automatbally ~ ~ea pHma~y sys~ is opemt~g ~m: MuPpie uni~ c~led 1o ~uen~ ~lon m a ~n~on er I~d ~ce~: ~uousiy o~m~/ones ~ 6. ~c shutoff ~mpem on exha~ a~mms en~ ~u~ s~le~ ~ffi el~w >3,000 cfm - ~ti~;~n~s~we~d~k~ng`~pe~ngRudin~j~n~and~m~nd~p~g~cpr~sser~n2 ~ 12,~te~ ~d matntenan~ m~ual pto~lded ~ buiUi~ Section 5: Compliance Statement Project Title: JPMChase ~alaud< Data llrenarne: ~\Hrmtshareddocs\HR M0263-ChaaeMaffit u ck\ComCh~c~ Mattllu ck ComCheck ccl~mech.cck o~ta / Re~otl date: 06/06/1~ Page 2 ot 4 MA¥/OT/'2010/FRI 0I:14 PM FAX No. P, 003 .~~ COMcheck Software Version 3.T.0 Mac_h_.anlcal Requirements' 2007 New York Energy Conservation Construction Code The followi;qg llst provides more detailed desc~iptlon~ Of (he requirements in Section 4 of the Mechanical Complie,~e Requirements Specific To: HVAC System ::1: Requlreereents Specific To: HVAC System 2 .~ Requirements Specie To: HVAC System 3: Requirereents Specific To: HVAC System 4: Requirements Specific To: HVAC System 5: Genetic Requtremer~ts: Must be met by all systems to which the requirement is applicable: MAYWO?/2OI©WFRI 01:14 PM FAX No, P. 004 · P~OJeC~ Title: JPMChasa Metfituck Repc,~ ~ata: 05/06/10 Date fllename: ¥~ rmt sharec[doc~HRM~263-CheseMeal(uck'tComCh ec~Mettit~c k ComCheck cck~lec~.cck Paga 4 of 4 COMcheck Software Version 3.7.1 Envelope Compliance Certificate 90.1 (2007) Standard Section 1: Project Information Project Type: New Construction Project Title: JPMChase Mattituck Construction Site: 10300 Main Rd. Mattituck, NY 11952 Owner/Agent: Victor DeLuca JPMorgan Chase 1985 Marcus Ave New Hyde Park, NY 11042 516 574-6285 Victhr. DeLuca@chase.cem Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential Vertical Glazing / Wall Area Pct.: 21% Bulldino Type Office FIQorArea 4590 DesignedContractor: Ken Garvin JRS Architect, P.C. 181 E. Jericho Tpke Mineola, NY 11501 516 294 1666 krg@jrsarchitect.cem Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor(a) Roof 1: Non-Wood Joist/Rafter/Truss 3800 0.0 30.0 0.032 0.027 Roof 2: Attic Roof with Steel Joists 400 30.0 0.0 0.041 0.027 Exterior Wall-North: Steel-Framed, 16" o.c. 440 19.0 10.0 0.052 0.064 Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 231 ...... 0.330 0.400 0.33, PF 0.22 Exterior Wall-West: Metal Frame, 16" o.c. 733 19.0 10.0 0.052 0.064 Clear Glass: Wood Frame:Double Pane with Low-E, Clear, SHGC 101 .... 0.330 0.400 0.33, PF 0.22 Spandrek Wood Frame:Double Pane with Low-E, Tinted, SHGC 50 .... 0.330 0.400 0.33, PF 0.22 Exterior Wall-South: Metal Frame, 16" o.c. 718 19.0 10.0 0.052 0.064 Clear Glass: Wood Frame:Double Pane with Low-E, Clear, SHGC 17 -- -- 0.330 0.400 0.33, PF 0.29 Ddve Up: Metal Frame with Thermal Break:Double Pane, Clear, 14 ..... 0.330 0.550 SHGC 0.33, PF 4.27 Door 3: Insulated Metal, Swinging 21 ..... 0.091 0.700 Extedor Wall-East: Metal Frame, 16" o.c. 895 19.0 10,0 0.052 0.064 Clear Glass: Wood Frame:Double Pane with Low-E, Clear, SHGC 101 .... 0.330 0.400 0.33, PF 0.22 Spandrel: Wood Frame:Double Pane with Low-E, Tinted, SHGC 50 .... 0.330 0.400 0.33, PF 0.22 Tower-North: Steel-Framed, 16" o.c. 459 19.0 0.0 0.110 0.064 Project Title: JPMChase Mattituck Report date: 06/02/10 Data filename: J:\drawings~JPMC\2007\07200\Archive\BIdgdept\ComCheck\Mattituck ComCheck cckmech-2007.cck Page 1 of 2 Upper Windows: Wood Frame:Double Pane with Low-E, Clear, 64 ..... 0.330 0.400 SHGC 0.33, PF 0.58 Lower Windows: Wood Frame:Double Pane with Low-E, Clear, 70 ...... 0.330 0.400 SHGC 0.33, PF 0.19 Entry: Glass (> 50% glazing):Metal Frame, Other, Entrance Door, 48 ..... 1.050 0.850 SHGC 0.75, PF 0.15 Tower-West: Steel-Framed, 16" o.c. 225 19.0 0.0 0.110 0.064 Upper Window: Wood Frame:Double Pane with Low-E, Clear, 24 .... 0.330 0.400 SHGC 0.33, PF 0.39 Lower Window: Wood Frame:Double Pane with Low-E, Clear, 38 ..... 0.330 0.400 SHGC 0.33, PF 0.20 Tower-South: Steel-Framed, 16" o.c. 184 19.0 0.0 0.110 0.064 Tower-East: Steel-Framed, 16" o.c. 127 19.0 0.0 0.110 0.064 Floor 1: Stab-On-Grade:Unheated, Hodzontal without vertical 4 ft. 274 -- 10.0 ...... (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Insulation: [] 1. Open-blown or poured loose-fill insulation has not been used in attic roof spaces with ceiling slope greater than 3 in 12. [] 2. Wherever vents occur, they are baffled to deflect incoming air above the insulation. [] 3. Recessed lights, equipment and ducts are not affecting insulation thickness. [] 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. [] 5. All extedor insulation is covered with protective matedaL [] 6. Cargo and loading dock doors are equipped with weather seals. Fenestration and Doors: [] 7. Windows and skylights are labeled and certified by the manufacturer for U-factor and SHGC. [] 8. Fixed windows and skylights unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. [] 9. Other unlabeled vertical fenestration, operable and fixed, that are unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. No credit has been given for metal frames with thermal breaks, Iow-emissivity coatings, gas fillings, or insulating spacers. Air Leakage and Component Certification: [] 10.All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [] 11.Windows, doors, and skylights certified as meeting leakage requirements. [] 12.Component R-vatues & U-factors labeled as certified. [] 13.'Other' components have supporting documentation for proposed U-Factors. [] 14.Building entrances that separate cendifioned space from the exterior have an enclosed vestibule with all doors equipped with self-closing devices. Interior and exterior doors in the closed position are no less than 7 ft apart. Conditioned vestibules comply with the requirements for a conditioned space. Unconditioned vestibules comply with the requirements of a semiheated space. Exceptions: Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors opening directly from a dwelling unit. Buildings less than four stories above grade and less than 10,000 ft2 in area. Doors that open directly from a space less than 3000 sq. ft. in area and is separate from the building entrance. [] 15.Insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 3.7.1 and to comply with the~man~atory requi~.nts in the Requirements Checklist. Name- Title I (Sign~ure~ Project Title: JPMChase Matfituck Report date: 06/02/10 Data filename: J:\drawings~JPMC~2007\07200~Archive\Bldgdept\ComCheck\Mattituck ComCheck cckmech-2007.cck Page 2 of 2 RE6PONSII~ILIT'r' M~TI~IX ITEM FURNISHED/ FURNISHED/ FURNISHED COORDINATED !NSTALLED BY INSTALLED BY BY OWNER/ BY GBNE~AL OWNER'S GENERAL INSTALLED BY CONTRACTOR EQUIPMENT CONTRACTOR GENERAL CONTRACTOR (DC) CONTRACTOR ~-F-~t~ICATED D~lV~-IJf~ ~ANOF~r' (SEE NOTE ~) ~ ~LON ~l~ (~EE NOTE I~) X HE~T ~D TELLE~ LINE ~ X DATA ~551~ X NO ~ H~I~ X NO ]N~I~ ~LD~. ~ ~6EE NO~ 4) X H~T~I~D ~ M~AL ~ADE~ X CA~T TILE 4 ~61LI~T FL~ x ~TI~ULE FLo~ ~TI~ X ~ELAIN TILE ~OOR[~ X MILL~ X ~AINT~ 4 ~ALL ~O~ X ~ C~DUIT~. · . FACILITIE~ H~R TO H[~ L~ LO~[TH TO ~ ~L L~ AT ~. E~UI~T ~T~ I~ A 5U~C~T~ ~ THE ~ D~i~ A~ I~DED IN ~ET ~ ~GE. DG NOT IN~E C~O~ IN BID NOTE., '~IS LAYOUT IS BASED ON DIEBOLD op'rEVA 750 DRIVE-UP ISLAND ATM. VERIFY LAYOUT WITH FINAL BANK APPROVED J I MANF'RS DRA.NGS BEFORE CONSTRUC~ON .I 3'-6" HOLD PIPES _ SEE DETAIL~. LINE OF A'I~I UNIT- B.C. TO GAULK AROUND BASE AFTER INSTALLAqON , · · --, ~-7 ...j,_ 1 -2~. SEE PLAN FOR I -- / ' / ITOPPER Z' DEEP PIT BOX r '-- , / I INSTALL 2'x4"x2" OPENING IN / '- i / J WEA'IHERPROOF 14-" W x 1B,B" ' I %_ 2' ~RE JUNC~ON TOP OF PAD 54" TALL ~ J WATER DET 5-A5 I',-? - 'REQ TYPICAL ~ / ~ ~J ADDITIONAL ISLAND · '~-' )1 ~ BOLTS, CONDU[TS YP R=g?,01 R=9~ c~ R=99 38 ~IC~N p~C3V'IDED ~,',r C,O~T'~A~TO~ TO PARKING WELL C~ BUSINESS ,SEE 2/A~-I 4,200 ~,F, F.F- EL. AYEMENT -- ~IC~L POLE F~LINDATIQN B'I"r"IE~L L BT ITEM (~ *~IN~LE LrGwT ON 12' ~LE ON =' =0~ ~E IN.E, C~ LI~TI~ __ DA~ ~Y COMPLIANT DA~ ~T COMPLIANT DOUBLE LIGHT ON 12' POLE CN 2' CONCRETE ~,a~E INVUE, ~R hl~HTl~ DA~ ~T COMPLIANT ~" ~JECTI~ FR~ ~ALL COLO~ ~H~LL INOT~, ~l~; UNZ~m StEPA)~ATE PE~ITi ~ / 2~.~' 1~ DAm DESCRIPTION ~ ~' 2/2~10 ISSUED FOR BID x % .. / .. R~. DATE DESCRI~ION N ~ / ) . ~ ~__ 1 2122110 R~u~d numar of s~e Iwhts bv 3 ~'x x xx, /'~ .........~,. ~. ~" ~ , ~ TEMPO~A~~c~, ~T~. P~OJECT 510N PLAN /i_:2-. ~Z~. ~ 0-' I anChase I ~LL ~IGN~E ~T OTWE~ 110300 MAIN ROAD II ~ ~ ~ =~;; ARCHI~U~L 8roTE LIGHTING P~N FIRE ALARM SYMBOL LIST [~] 2 NOTIFIER qOT-BG12L) WALL MOUNIED MANUAL F1RE pULL STATION - 48" A.F.F., U.O.N. ~ 7 SYSTEM WALL MOUNTED PRE SIGNAL COMBINATION HONN/SIROBE - SENSOR P2R A.F.F. OR 6' BELOW HUNG CEILING WHICFLEVER IS LOWER. *WP' INDICATES WEATHERPROOF ~ 4 SYSTEM WALL MOUN][D FIRE SIGNAL STROBE - BO' A.F.F. OR 6" BELOW SENSOR SR HUNG CEIUNG WHICHEVER IS LOWER. (~ 21 NOTIFIER NP100 CEILING MOUNTED SMOKE DETECTOR, C NOTIFIER NPIO0 ^NNUNCI~TOR INTERCONNEDTm (~F 1 NOTIFIER NHIO0 ABORESSARE FIXED TEMPETIATURE HEAT DETECTOR (155 DEGREE) ~ 1 NOTIFIER N-ANNSO REMOte ^NNONC~^TOR ~ - NOTIFIER NMM-1 Ao~erS~L~ MONITOR I,~ODULE ~) 2 NOTIFIER MCIOOR ADDRESSABLE RE~,¥ MODULE (HVAC SHUTOOWN) [~R~ 2 NOTIFIER RTS451 REMOTE ALARM/TEST STATION (DUCT DETECTORS) O R/( - NOTIFIER 502-135 WEATHERPROOF RATE ANTICIPATION HEAT DETESTOR INTERCONNECTED TO ADDRESSABLE MONITOR MODULE O - SYSTEM CO1224-T CARBON MONOXIDE DETECTOR INTEECONNECTH) TO ADDRESSABLE MONITOR MODULE SENSOR EL~RICAL Op Op Op DATA LOBBY © SCCR #1 Op I -UP I lol I QP SEQUENCE OF OPERATION WHEN AN INITIATING DEVICE DETECTS AN ALARM CONDITION THE FOLLOWING OCCURS: 1, THE HORNS WILL SOUND A TEMPORAL THREE pATTERN, HORNS ARE SILENCED BY PRESSING THE ALARM SILENCE BUTTON. 2, ALL STROBES WILL BE SYNCHRONIZED. STROBES ARE TURNED OFF BY PRESSING THE RESET BUTTON, 3. THE AIR HANDLING UNITS WILL IMMEDIATELY SHUT DOWN.FANS WILL RESTART AFTER THE SYSTEM HAS BEEN RESET AND THE FAN RESTART BUTTON IS PRESSED. 4. THE FIRE ALARM CONTROL PANEL WILL SHOW THE ZONE IN ALARM. THE DISPLAY WILL BE CLEARED AFTER THE RESET BUTTON HAS BEEN PRESSED. 5. THE REMOTE ANNUNCIATOR WILL SHOW THE ZONE IN ALARM. THE DISPLAY WILL BE CLEARED AFTER THE RESET BUTTON HAS BEEN PRESSED. 6. THE DIGITAL COMMUNICATOR WILL CALL THE CENTRAL STATION WHICH WILL NOTIFY THE THE FIRE DEPARTMENT, SUBSEQUENT ALARMS WILL REACTIVATE THE ALARM SEQUENCE: WHEN AN iNITIATING DEVICE DETECTS A SUPERVISORY CONDITION THE FOLLOWING WILL OCCUR: 1. THE FIRE ALARM CONTROL PANEL WILL SHOW THE SUPERVISORY CONDITION AND THE PANEL WILL BEEP. THE SOUND WILL SHUT OFF AFTER PRESSING THE SILENCE BUTTON. 2. THE REMOTE ANNUNCIATOR WILL SHOW THE ZONE IN SUPERVISORY CONDITION. 3. THE DIGITAL COMMUNICATOR WILL CALL THE CENTRAL STATION WHICH WILL CALL THE PROPER PERSONNEL WHEN THE FIRE ALARM SYSTEM HAS A TROUBLE CONDITION THE FOLLOWING WILL OCCUR: 1. THE FIRE ALARM CONTROL PANEL WILL SHOW THE TROUBLE CONDITION AND THE PANEL WILL BEEP THE SOUNDER WILL SHUT OFF AFTER PRESSING THE SILENCE BUTTON 2. THE REMOTE ANNUNCIATOR WILL SHOW THE TROUBLE CONDITION. 3. THE DIGITAL COMMUNICATOR WILL CALL 3~lE CENTRAL STATION WHICH WILL CALL THE PROPER PERSONNEL. O FIRE ALARM FLOOR PLAN SCALE 1/8" = 1 '-0" L @ 4 7 (B) HVAC RESET SW. ~ T L FIRE ALARM CONTROL PANEL 120V^C 15AMP 2EA TELEPHONE LINES TERMINATED VIA RJ31X FOR CENTRAL STATION TRANSMITFER HORN/S~OBE & STROBE DEVICE PULL STATION ~ ~. --0' A.F.F, TYPICAL TYPICAL RISER DIAGRAM ..T.S. Refer to floor plan for actual device counts FLOOR DEVICE LOCATIONS CHASE 0 JP Morgan Chase 10300 Main Road Mattituck, N.Y. 11952 Electronix Systems Central Sta. Alaiius Inc. NYS Lic #: 12000003600 THADDEUS LEMANSKI, P.E. Consulting Engineers 10 Josephine Court Northport, N.Y. 11768 531-251-1029 FOR FIRE ALARM ONLY 2010 REVISIONS DATE SCALE: As Indicated DATE: August 27, 2010 F1 DRAWING 'l'l'i LB AUTOMATIC FIRE ALARM Larry Huff DravAn~ By: KEY PLAN: ii PROPOSED ONE STORY SLAB ON GRADE BUILDING JPMorgan h THESE D~WING~ ARE p~EPARED TO COMpLT WITH THE RULE~ REGULATION5 ~ THE ~WILDING CGDE ~ NE~ ~O~ ~TATE. THE I p~51ON~ ~ This CODE 6HALL NOT ~E DEEMED TO NULLIFT [ PROVISION5 ~ LO~AL, STAT~, O~ F~D~L LA~ AND ~ULAT ON~. 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD C, ONTf~.ACTO~',~ OBLIGATIONS AND f~E~PONSIBILITIES: ~ ~UB~IT TNE~E pOCU~ENT~ TO THE ARCNITECT~INEE~ ~ ~CO~, CO~T~CTOR ~H~LL CON,BLT ~D ~O~INATE BITH THE H~NICIPALITT'8 ~ILOlNG ~EPAR~ENT ~ ~LL A5 THE CO~NT~ AND ~TATE ~ENCIE~ PO~ THE ~1~ INSPECTIONS. ENEF L NOTES I. ALL {t,~f;~. EHALL E~E GOVE~ED E,T THE TEt;~ AND CONDITION5 C;= THE GENE~L C~DITION~ ¢ THE CON,CT FOR CON~T~CTION AND THE ~I~ENT$ ~ ALL AppROPRIATE ~BLIC ~TNORI~, ~WLATO~Y ~ENCIES, AND/OR LANDLO~. 2. TWE CONT~CTO~ 5NALL ~1~ ALL NOTICE~ AN~ COMPLT ~lTh ALL LA~, o~IN~CES, ~BLATION~ AND ¢ ANT ~LI~ A~THO~TT BEA~ING ON THE pE~O~ANCE ~ THE ~ I~ICATED IN THE CONTACT DO~HENT~. ~. THE CONT~TO~ 5BALL BE ~SpoNSIBLE FOE 5EC~I~ ALL NECES5ART pE~IT~, A~ROVALS, CONTROLLED INSpECTiONS, A~ ~LL A~ THEIR A¢8OCIATED FEES, ~0~ ALL T~DES, EXCEPT BHE~ 5pECIFIED AND ~ED ~pON ELSEBHE~. 4. THE ~ONT~CTO~ 8~ALL BE ~Sp~IBLE FO~ A~NG~NG BIT~ ~BILDING ~AN~EM~T FOR ELEMATO~80~ OTHE~ HOISTING FACILITIES FO~ HANDLIN~ ~ATE~IAL5 AND ~MOVAL ~ DEMOLITION 5, THE CONT~CTOR 5HALL VISIT THE 5ITE TO ~ECO~E PA~ILIA~ ~ltH CONDITION8 THE~ON AND TO DETE~INE THE EXTENT ¢ ALL ~ACILITIE~ AND 5ERVICE~ ~BI~D TO PE~O~ THE ~0~ IN CTRICT ACC~ANCE BITH THE C~t~CT DOC~ENT~. ~. THE CONT~CTO~ ~ALL H~INTAIN ONE COpt ¢ THE LATEST CONTACT DOC~ENT5 INCLUDING ALL C~A~E8 JO~5ITE FOR THE ~E ~ THE A~HITECT. 1. THE CONT~CTOR 5~ALL BE ~SpONSIBLE TO THE O~E~ FOR THE ACT5 AND O~lSSION5 ¢ ALL E~pLOTEE~ AND ALL 5BBCONT~CTORS, THEI~ ~ENT5 AND E~PLOTEE~, AND ALL OTBER pERS~5 ANT ¢ THE ~ FOR THE CONT~CTO~ ~, THE CONT~CTO~ 5h~L BE ~pON~I~LE FO~ AN~ DA~E INCB~D ANY~E~ ~ITNIN THE BO~DARIE~ ~ THE ~PER~, AND ANT DAM~E ~HALL ~E p~MPTL~ ~PAI~D TO THE 5ATI~ACTION ~ THE O~E~ A~ A~HITECT. % DU~I~ t~ CO~RSE ~ THE ~ THE CON~CTO~ 5hall ~GULA~T ~O~ ALL UNUSED ~ATE~IAL, CLEAN, NEAT AND O~E~T TO th~ ~ATI~ACTION ~ THE O~ T~ ~NT~TO~ ~LL ~L ~L~IN~ OP~TION~ TO p~NT DI~ O~ DUST ~ L~IAVIN~ TH~ JO~SITE A~ IN~ILT~TI~ A~AB NOT INVOL~D IN TH~ ~oJ~T. 12. ~LOCATION AND/O~ {N~PTION ~ ANY ~UILDIN~ MTILITIES INCLMDING, BUT NOT LIMITED To ~, CONDENSATE LIN~, ~L~CT~lO~L, PLUmBINg, T~L~¢MNICATION~, ET~., ~M~T B~ CO0~INAT~D ~ITh ~ILDIN~ ~A~E~ENT AND THE A~CHITECT. CO~ENCE~ENT ~ THE ~ 5HALL ~I~NI~T ACCE~ANCE ¢ ~T AND ALL JOB~ITE CONDITI~5. 15. THE CONT~CTOR 5BALL 5UBHlt CUT5 AND SAMPLE5 ~ FINISHES FOR ARCNITECT'~ AppRovAL P~IO~ TO FABRICATION, OR ~ENCE~NT ~ THE ~0~ A~HITECT FOR Hl~ ~VIE~, AND pRIOR TO THE CO~ENCE~ENT ~ THE ~ ~U~ITTAL 5H~L BE IN THE ~ ONE (I) ~ODUCI~LE ~EPIA T~NSPA~NCT (pOSITI~ ~IDE UP), THeE (3) ~ pRINT~ OF EACH D~I~. ~UB~IT 2~. ALL DIMENSION5 A~ ~HO~ TO FINISH 5U~ACE~ UNLE55 OTHE~ISE NOTED. 21. LA~E ~CALE D~ING~ nE. SECTIONS, DETAILS, ETC.) TA~ p~CEDENCE O~R 5HALL 5CALL D~IN~. 5~CI~ICATION5 tA~ p~CEDENCE 0~ 22. ~LL ~1~ ~TED AND 5~ND ATTENBATI~ PA~TITION~ 5H~LL EXT~D TO THE UNDERSIDE ~ THE ~CT~ EXCEPT IF NOrD 23. ~E~ A NE~ pARTITI~ ALIGN$ ~lTh AN EXISTING INTERIO~ CoLa~ ENCLOSU~ THE OUTE~ LATE~ ¢ BoA~ 5hall BT-PA88 AND ~E LA~INA~D TO THE EXf~TING FINISH. ACCE~ PA~LS, ELECT~C~ DE~ICE~, ETC,, 24, ALL NEB pA~ITION~ 5N~L MATCH EXISTING ADJACENT pARTITION5 IN ~A~ TO CONST~CTION, MATERIAL ~TING, BE E¥1ATIONS A/C AIR CONDITIONING HDR HEADER AC ACOUETICAL HDW HARDIIIARE ACC ACOE~ NM HEIGHT ACT ACOUSTICAL TILE tap ~IGN POINT ADD ~DDE~U~ HT hOLhO~ HETAL ADJ ~DJACENT HT~ HEAtIN~ A~ A~O~ ~INI~H FLOO~ Hv~ ~ATIN~ ~NTILATI~ ALT ALTE~ATE ~ AI~ ~DITIONI~ ALUM ALUMINUM I~ 15OLA~O ARCW A~NITECT (U~L) IN INCH ~ ACCOaSTICAL B~L ~EL INSUL INSULATION (D) (ION) ~D ~OA~ JC JANITOR'~ CLOSET BLDG ~UILDIN~ LAM LAMINATE ~0 ~OTT~ ~ LL ~ ~E~IN~ L~ LO~ ~OINT ~MT BASEMENT MAX M~XIMUM CA~ ~A~IN~T M~H M~HANI~AL C~ CATCH ~51N ~ (D) MANUF~ (~) (D) CCTV CLO~ED CIRCUIT T,~. ~IN ~INI~ CE~ C~T ~o HA~ON~ O~ENIN~ C C~PET ~TL ~ETAL Cl CA~T I~ON N NO.TN CL CLOSET NIC NOT IN ~NT~CT CLR CLEAR (ANCE) NOM N~IN~L CJ. CONTel JOINT NT5 NOT TO ~CALE CMU CONC~TE ~AS~T UNIT OA o~LL CNT~ COUNTER ~ ON CENTER COL COLO~ ~ ~NST CON~T~CTION OpP O~OSITE C~ CH~IR ~lL PL PLASTIC LAMINATE CT C~IC TIL~ p~ parTITION D~O DEMOLITION ~C pOLTVINTL CHLORIDE DET DETAIL ~ DEpT DEPAR~ENT ~D ~DIU5 ~ ~0~ D~IN DIA OlA~ ~F DI~ Dl~O~h ~ ~F~IGE~TOR DI~ DIMENSION ~INF ~INFO~ED DIV DIVI~ION ~5 ~51LIENT DE DEAD LOAD DN Po~ ~ ~CE~ED FLOO~ MAT DP DA~pp~O~IN~ ~ ~OOM EA EACH SECT ~ECTI~N E~. EXpANSI~ JOINT ~ 5~A~ FOOT ELEC ELECTRIC (AL) ~IM 51MILAR ELEV ELEVATION ~pEC ~pEcIFICATION EME~ EME~ENCT 5PE ENCL ENCLO6E (ENCLO~U~) 5P 5TA~ING POINt EW EACH WAT ~t ~TONE 5TD ~TANDA~ EXW EXHAU6T ~TL EXIST EXISTIN~ ~TO~ FD FLOO~ D~IN T T~AD FDN FO~ATION ~L (E) TELEPHONE FE FI~ E~I~WI~ER T~ THICK (NE~) ~ FINISHED ~LOO~ TO TOP ~ FIN FINISH (ED) T~ T~lTl~ STRIP FIXT FIXTB~ ~.~. UNDE~IDE FLF FLOOR FINISH VCT VINTL C~HPO51TION TILE FLR FLOO~ (lNG) ~T VIDEO DI~PLAT TE~INAL FP FI~p~O~ V~F ~IFT IN FIELD Fp~C FI~O~ ~ELF-CLO~IN~ ~ ~ALL CO~IN~ FT FEET D FTC FOOTI~ ~/ DITH ~c ~ENE~ CONTACT (0~) ~D ~1 GROUND FAULT INTE~ ~ ~I~MESH GR GROUT ~ WA~R~ING NC HOLLO~ CO~ f=LOT NOT TO 6CALE PLAN CNITECTUf L SYMBOLS PROPOSED GYP, E~D. pARTITION pROPOEED LOLU HEIGHT GTP. BD. PARTITION EXISTING DOOR TO REMAIN PROPOSED DOOR 4 F~ME pARTITION TYPE DOO~ NUMI~ER t~INDOW NUM,.ER I~ ~E'~OTE I o~ I ROOM NUMBER ~ WOI~<,~TATION NUME~ER ANGLE CENTER LINE PLATE DF LUINC LIST T6-1 TITLE 6HEET AND ~NE~L NOTE~ A~-I ,~;P~::;HITECTURAL 6lTL LIGHTING PLAN ~1-~5 FI~T FL. FU~ITU~ PLAN Al-~b RO~ PLAN ~ ~ALL SECTION5 ~-~1 EXTERIO~ ELE~ATION6 A2-~2 EXTERIOR ELEVATION6 CI~I 6ITE DE~LITI~ PLAN C2~1 ~ITE G~DI~ AND D~IN~E PLAN SECTION LETTER ~'.'~- DRA"IING SHEET //~,,~ DETAIL NUME~ER D~UJING ~HEET LEal ELEVATION ~ CEILING HEIGHT A~O~ FINISHED PLO~ ~TA~ POINT COLU~ NBH~ 'ppROVED BY PLANNING 8OAP, D TOWN OF SoUTHOL__D APPROVED BY PLANNING BOARD NOTE: The approved site development plan shall be valid for a period of three (3) years from the date of approval as per code section I00-255. , / I SECTIONI 143I 3 LOT: 33.2 CONSULTANTS: ISAVIK MURRAY, LLP CONSULTING ENGINEER~ ~ II COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: lJPMorg nCh NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mine01a, NY 1!.501-2032 30 West 24th Street, 3rd Floor, New York, NY 3.0010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT. P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWING TITLE: I LcRawi?B,: TITLE SHEET AND GENERAL NOTES KRG I IDATE: 12/7/09 KG SCALE: AS NOTED FILE NAME: 07200-TS-1 ,DUG JRS NUMBER: 07200 SHEET NUMBER: T$-1 W GRASS RRE J CB ~ R=95' WM @ \~ R=97,01 WELL CAP PARKING R=94,96 BUSINESS %. / / pARKING CAP 1 _~~ P~OPOSED ~,f~C. NITEC_.TU~L 51TE PL~,N WooDED --N49 ',b'tlr,' i~ pAVEMENT SEE SCHEDULE 1/2" DIe,, CONDUIT SIDE ~NEt~F. -- C. ONCf~TE C. UR~ ~ITE LIG~NTING~ DETAILB SC,ALE= NTS BUSINESS S'/'P1E~OL LIST ITEPI SINGLE LIGHT ON ~2' POLE ON 2' CONCRETE ESASE DAR~ 8i¢C.¥ C01HPL IANT DOUBLE LIGNT ON 12' pOLE ON 2' CONCRETE DAt;~K ~:~.Y C. OI"IPLI,ANT DOW~LE LIGHT ONI 12' POLE ON 2' CONCf~ETE BASE DAY,w, ~.'r' COI'IPLIANT DESCI~IPTION INVUE, COOP~E~ LIGNTING VXS-I'lS -PfP- 5S - AP- E~TELS POLE: A~X4TI2UJAp PULSE 6TArOt M~ta I Hallcl~ POf~I'FOLIO COOpE~ LI~NTIN~- C~-,-I-42-E-~IS -LU - I-l/iF FLUORESCENT LIGHTING ~" Pla L~.IC 5N-O-WHP-~,~,-E Pf~OJECTIC~N FtROh~ WALL ¢OLO~ 5MALL ESE WHITE I APPROVED BY PLANNING BOAP. D TOWN OF 5OUTHOLD DATE MAY o 4 2010 KEY PLAN: CONSULTANTS: SAVIK& MURRAY, LLP~ CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: i JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAwL~c'~;I~4LI?EcTU RAL SITE LIGHTING PLAN [ o,,oo ', KEY PLAN: '1- I\ LOUNGE. ROOM UU TOS TO~ O O II ~) o 0 o ITELLEf~ o Q 0 Q 0 'VE~TIESULE SECTION 143 OCK: CONSULTANTS: LOT~ 33.2 ISAVIK~MURRAY, LLP~ CONSULTING ENGINEERS Ii COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD ARCHITECT, 3.8'1 East Jericho Turnpike, Mlneola, NY 1'1501-2032 APPROVED BY 30 West 24th Street, 3rd Roor, New York, NY :1.0010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWING TITLE: FIRST FLOOR FURNITURE PLAN BWE I DATE: SCALE: 12/7/09 I &5'-4" I 1~"-4" PLANNING BOARD KRG AS NOTED / / () SECT[ON e N[~N F~OOF KEY PLAN: I 14a I 3 LO~ 33.~ CONSULTANTS: SAVIK& MURRAY, LL CONSULTING ENGINEERS IJ COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT. P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. JDRAWING TITLE: ROOF PLAN & WALL SECTIONS CHEOKED.y: NO I ISOALE: ASNOTED PLANNING BOARD . TOWN OF SOUTHOLD KEY PLAN: ~ T/PA~5,F=ET ELEV. I1E,'-B" ~TAUINDOLU MULLION 103'-4" ~1~ T/SLAt~ ELE~'. ~ 100'-0' ~ ~. T,"P~,~PET ELE'v'. .~TA,UINDO_.~__~ P1ULLION 110'-¢" ~ TIO C.45T 5TONE 103'-4" ~ T/$LAE5 ELEV. ~ T~OWER ELE¥. E×TEP-..I©f~ FINI$Iq ASPHALT f~OOF ~NINGLE~, OER~TAINTEEE;' INDEPENDENCE SHINGLE LUEATHEF~J/JOOD GOOSE NECK LIGIATING (EB-K LIGHTING) SN-A21-U~Np-B~-E COLOR TO ~E (~ITE) ~ NOf~TH ,ELEVATION ~ T/'FOLUEf~ ELE'~. I [ _L ~ I~EBT E~E'v',~,TIC)N ~,,a,I.E, I/4' =1 -~'" I SECTION 143 OCK: 3 CONSULTANTS: LOBJ: 33.2 MURRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: i JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD M^TTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: NORTH & WEST ELEVATIONS APPROVED BY PLANNING BOAED ~TOWN OF $OUTHOLD DATE __.___ MAY 0 4 2010 DRAWN BY: KRG CHECKED BY: KRG IDATE: 12/7/09 SCALE: AS NOTED I JJRS NUMBER: 07200 SHEET NUMBER: A2.01 T~rO~E~ ELE¥. ~ T/PAP. ApET ELEV, ~L i i L~ ~L~j~j~ i ii i iI / I I hliiI I j]~ iiiT~!]l[~ll ii Tii ii/iTlI~l?illll~iiiiI~ ]~ I1[111 IIIIIIIII II I ~ ~liI ~ ~ ~J I~UII IllliI [ii]Ii Ililll II ]] IIITIPIIITll Ill~l~ II ~]~]_~~.~ ~~ i,~ ,TII TII III]II ,IITI, ,~.}'.LIJI.LT.U.)IIT , ["L~L_TJ~LJ~ ~ ~ J TII IIITII IIIFII III]11 [ILTJ~.411TII IIIFII I] LTII IIITII IIITII IIITII II T I'~,~JL T T I]]ll~ll [I I]- II..HIT II IIITII IILTII IIITII IIITII IIITII IIITII LI '11 ITlIII1 , ~LIJ ,)1 ,I,T,U ,Jl,lltlli~,)l ,I.~.U J I iI.~,U JI .I.T.U .)1 .I.LU ,)l,lit,. i!l .Ij] Ilr:r. ~ ,i~ T/SLAB ELE¥. "']' I I I I I I I I I I I I I I I I I I ,',', ': -' '"" ' I I I I I I I I I I I I I I I I I I I I I I = , I I I I T/'rOLUEt~ ELEV. E×TE~IO~ F:INISt4 ASPHALT p-,OC~: ~I41N~LE~, CE~TAINTEED INDEPENDENCE GUTTE~ t DO~POUT'~ - ~ ~TTE~ 4" ~x 3" DO~PO~T COLOR TO BE (~HITE) ~ ~TLA~ INT. INC. ALUMINUM COPIN~ ~T At~ INT. COLO~ TO ~]STED PANEL~, CO~ICE'~, MO~LDI~ AZEK ~ FTPON MATERIAL COLO~ (~HITE) FACE ~IC~ T~ BE - ACME ~ICK COL~, LIME~T~E ALUM. AND GLO5 5TO~F~NT ENTRY ~/G~ILLE'5 (~lTE) ~LLO~ METAL DOO~ AND F~ME, PAINT COLO~ 'DECO~O~U~ AM~E~' COLO~ MATCHE~ BAN~ E~MI~T ~T ~ER, ~C Ti PROVIDE OPENIN~ AND ELECTRICAL ~UI~MENT~ IN ~CO~ANCE BITH A~RO~D ~AN~ E~UI~ENT ~HOP D~. COLO~ TO ~ (~ITE) ELEVATION V4"-I"~' ~ T,,'PAP. APET ELEV. t~ TA~JINDO~ MULLION T/SLAB ELEV. CONSULTANTS: ISAVIK& MURRAY, LLP~ CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT iNFORMATION: C jPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Tumpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, ORAWINGTITLE: SOUTH & EAST ELEVATIONS --APPROVED BY' IDRAWN BY: BWE I DATE: 12/7/09 PLANNING BOARD CHECKED B : KRG SCALE: AS NOTED _ tOWi~'l OF 50UTHOLD I[~%%on.~.~O:,.O~.ELEv.DWG DATe :M, AY 0 4 2818 I I SHBBT NUMSBR: A2.02 l .0.o 'o,o ~o 1)o 1).o ~.o 'o.o 1)o 1)o 1).o ~,o %.o ~.o ~.o ~o 1).o ~.o =5,0 1).o 'o.o 1).o 1).o 'oo 'o.o 1).o 1).o 1).o 1).o 'o.o 1)o 'o~o 1).o b.o 'o~o 1).o 1),o 'o.o ~.o .0.0 .0,o 1).o 'o.o ~.o ~.o =50 1)o 1),o 'o.o 1).o 1).o 'o.o 'o.o 1).o 1).o 'o.o %0 =5.0 .0.o 'o.o 'o.o 1).o ~.o 'o.o .0.o 'o.o 1)o 'oo .0.o 'o.o 'o.o 1).o.0.o 'o.o 1).o 'oo 1).o .0.0 1)o .0.0 'o.o 'o.o 'o.o 1).o 1).o.0.o 'o.o 'o.o 'o.o .0.0 'oo 1).o 1).o 1).o %o 'o.o 1).o 1).o 1)o 1).o 'o.o 'o.o 'o.o .0.o .00 %0 1).o CB 1).o 1)o '~.o =50 'o.o 1).o =50 .0.o 1)o 'o.o =5.0 =5o / .0.0 1) o %.0 =50 %0 =5.[ 1).o 1) o 'o.o =50 .0o .00 1).o .00 %0 -3.0 .0.o 1)% 1)o? 1).o 1).o .0.0 t.o 1)o 1).o 1)~o~ ~.4 'o.o 1).o--~o .oo 1).o 1).o 1)o 'o.o % .~oo 'o.o 1).o 1)o 'o,o 1).o =5.o 1)o 1).1 1).o .0.o 'o.o 'o.o t o 'o.o 'o.o 1).o 1).o ~.o /1).o 1).o .oo 1).o 11).o 1).o 'oo %.0 1).o 'o.o 1).o .0.o 'o.o 'o.o 1) o 1).oI 1).oI 1).o 1),o 1).o 1).o -3,o =5o 1).o 'o.o 1).o .oo t.o 'o.o PARKING 1).o -3.0 'o.1 1)3 1).o 1)o 1).1 'o.o ,0.o 1).1 .0.0 1).o .0.o 'o.o 1).o .0.o 'oo t.o 1).o %.0 .0.0 1).o 1).o .0.o 1)o 1).o ,0.o 9.2 1).o 'o.o 9.1 'o.o 'o.o t.I 1).o 1).o 'o.o 1).o 1)1o .oo 1).o 1).o 1).o .0~ 1).o t.o 1).o 'o.o ,0.o .01 '~o 1).o 1).o 1).o 1)o 1).o 1).o .0.o 1).o 1).o 1)ox '~o 1).o 1).o 'o.o 'o.o .0.0 1).o 'o.o 'o.o 1).o '~.o .oo %.0 1).o 1).o 'o.o .oo 'o.o o. .0 ,o .o .o .oo I1).o 'o.o 'o.0 .0.oto 'o.o 'o.o 'o.o .0.o ,0.o .oo .oo 'o.o PIN 8, CAP 1),o I1).o 1).o1'o.o 'o.o 1).o 1).o .0.0 'o.o 'o.o ,oo 1).o 'o.o 1).o 1).o 1).o =5.o''o.ol 'o.o 'oo 'o'o~-? .0.o 'o,o ,oo -20 'o.uI 1).o/ 'oo .o.o 'o.o .... 1).o 'o.o ,0.o 1)o Scale: 1 inch= 30 Ft. .0. o 'o.o .0.o .oo .0.o 'o.o 1).o 1).o .0.o 1)o 1).o oo ~ .0.o 'o.o1)o 1).o 'o.o 'o.o 1).o 'o.o .oo 1).o 'o.o .0.o 1).o 'o.o =5.0.00 'o.o 1).o 1)o 'o.o .0.0 1)o 'o.o 'o,o 1).o .0.o 1).o 1).o .0.o '23 '4.3 '34 1).3 =5.7 '4{ '21 '2,2 9.6 37 '34 -2,4 '2.2 -34 '2.4 '2 B '2.3 9.5 '1.1 9. 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N.A. ATM 4.70 24.3 0.5 9.40 48.60 Revisions -H Page 1 of 1 STABILIZED CONSTRUCTION SPECIFICATIONS KEYPLAN: RASS PARKING :ISTING 99 87 50' MIN, - EXISTING ~ S" MIN,] SFONE 3' PAVEMENT CB CLOTH / '"MOUNTADLE PERM FILTER ~ ~ ~ ~ EXISTING FIRE ~ : PAVEMENT % ....... SAWC~ AND ~EXIS~NG t ~ REMOVE CROSSHATCHING AND - ~ ~ CENTER LINE S~IPING AS REQUIRED STABILIZED CONSTRUCTION ENTRANCE ~ CB /' ~ ~ISTING TREE N ACPHALT I ~ ~WCUT AND ME~ EXIS~NG ~ ~ ~ ~ ~ ~ ~ ~/~ PAVEMENT AT PROPER~ LINE WOVEN WINE FENCE (MIN. 14 1/2 ~ R=95.9 . . .'~ ~REMOVE EXISTING CURB ~ I ASPHALT PAVEMENT~ ~ ' 94.52~%0.~ ~ ~ ' ~ STA _--- + POSTS DRIVEN MIN. ~ ' ~S , ¢~ ~ ~ ~ ~ EXISTINO GRAVEL k MA8 NAIL.-- g320 INTO 8ROUND. WM ~ - ~ .~ , ~ ~ REMOVE E~STING G~VEL R=97,01 /~ 95~o / ~ + / j- /PARKING AR~AND DRIV~AY~ ~ REMO~ ~ISTING ~PHALT PAVEMENT MAGSTA NAIL~ ~ / / .. SPACING) WITH FILTER CLOTH ASPHALT ~ATCH / +94, ~ + EXIS~NG FENCES COMPACTED SOIL . ~ INCLUDING FOOTINGS ~.) EMBED FILTER CLOTH k~ ~ ~ISTING ASP~T PATCH . . '' .... EXI~ING TREES, SHRUBS, STUMPS ~D . ~ SECTION WEW ~ UNOERGRO~H INCLUDING ~L ORGANIC MA~ER '~.'' STABILIZE ENTIRE PILE WITH 44; I W; A ON o. COW SILT FENCE - ' ' -~ iMP WD 2"X4" WOOD FRAME : OVERH~B E~CTRICAL ' ~1 COORDINATE+WITH LIPA ,.. ' . ~ 95,24 / , %1 U ~ I / 97,45 ~9791 BURRED FABRIC ~ ~ ~ / ~7 ~ WOODED ~' ¢ ~J ~EHIN CL~RING LIMI~ g ~ ~ EXISTING ~ ¢ ~ 2, MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1, q g x ~ ¢ ~x SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEG~ATION OR COVERED, SAND/GRAVEL ORl~- 98.a2 ' ~ REN EXISqNG BUI~ING, S~B, / m moos ', ~ ~ ~ ~ FOOTINGS'A PURTENANCES / i SOIL STOCKPILING FILTER FABRIO DROP INL PROTECTION E~VBEXL~NG ~EES, SHRUBS,~ 983 ~ -'-- ~ / ' , MUNICIPAL TESTING LABORATORY, INC. 1 REFER TO SITE P~N FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED ~UMPS AND ~BDERGRO~H ~ ~ -- '. I" / / ~ ] ~ ~ IMPROVEMENTS, ETC, 10. INCLUDING ALL O~NIC MA~R~ ~ ~ OB'OS + ' -- ' - . I ~ / ~ j ~ ~ 102 NEW SOUTH ROAD, ~oo52 ~ .. ~ + ~. M x HICKSVILLE NEW YORK, 11801 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A ~ ''- A ' , ~ / ~ 98'-. / /- ~ r~99,98 DATE OF BORING 01/14/08 3, THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE I o REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL ~ ~ ~ '~, '~ ~ ~ ~ ~.~/' ~ ~, LIGHT BROWN, MEDIUM TO COARSE SAND, AGENCY NOTIRCATIONS AS REQUIRED ~ ~ / . ~ / '9~ ~ LIMI~ OF CL~RING~ ~ ~ .. / / '~ TRACE GRAVEL, FEW SILTS AND ORGANICS 4. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLAN, SUITABLE MATERIAL, STA 3 ~ ~ ~ -. F i .. ~ ~ (TOP FOOT) 5, REMOVAL ~NCLUDES, BUT IS NOT LIMffED TO, ALL FLOOR S~BS, FOUNDATION WALLS, '. ELEV=99,91~ ~ ~ ~. 98.85 /.. i ~ ~ CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING, EXISTING FOUNDATIONS SHALL '- ~ % / '-. .. ~" I [ LIGHT BROWN MEDIUM TO COARSE SAND, BE REMOVED FROM THE SITE, QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW -~._ ~ ~ ~ ,,~' ..~. ~ + ~ TRACE GRAVEL GRADE) SHALL BE BROUGHT TO THE A~ENTION OF THE ARCHITECT OF RECORD /01-~_ , 9952~. ~'' -. I 98~3 10' · IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. -~- ~ ~ . ~ ' '- ~ LIGHT BROWN MEDIUM TO COARSE SAND, 6. THE CONTRACTOR SHALL EXERQSE EXTREME CARE WHEN PERFORMING ANY WORK 111, -' ' . ~' ' o~~ ''- I ~ TRACE GRAVEL ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE ' ~ ~' · N~ '~ I ~ ~ APPROPRIATE M~SURES AS NECESSARY TO ENSURE THE STRUCTURAL STABIU~ OF ~0~ ~5 ~ ].v ~ ' ---L o ~o~ 15' - .. · FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND . ~ . . ~ LIGHT BROWN MEDIUM TO COARSE SAND, PROVIDE A SAFE WORK AREA + mL4~ I . . · / '~CB~N RRST 100 ~F-~OODS TO REMAIN OF ALL DEBRIS + 9918 ] ~ '- ~ TRACE GRAVEL 7. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND I ~'- . ~.'/ ANB~D~B MATERIAL B~OB~ 6~BIN6 UMITS% , ''~. ~ 20' VEH~CU~R TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAF~ ''~" *~ - ~ 185.75 . PROVISIONS WiTHiN R.O,W. (I.E HAND[CAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, . ~" 102-_ S 50'07'00" W , LIGHT BROWN MEDIUM TO COARSE SAND, ~ ~g82 -- 185.75' ' TRACE GRAVEL PAVEMENT STRIPING, ~C,) SHALL BE THE CONTRACTORS RESPONSIBIM~ TO DETERMINE ' I ' .... I ' APPROPRIATENESS FOR REMOVAL ACTIVfflES AND PROVIDE TEMPORARY M~SURES TO 112. ~ ~0'07'00" E + ' 25' PROTECT AND PROVIDE SAFE~ TO THE PUBLIC UNTIL PERMANENT ~ ~ ~oosB ~ LIGHT BROWN MEDIUM TO COARSE SAND, ~ ~ ~ ~ TRACE GRAVEL COMPONENTS/REP~CEMENTS CAN BE INSTALLED. + 10~26 ~ ~ + ~ 28' · ' -' 8, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAF~ OF ITS 13. '-. ~ ~ + ~oo5~ 9e,~4 ~ EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC ~7$p~A5 ~ ~ ~ ~ R.O.W,'S, DC, DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH , DEPTH TO WATER: 13 5 FEDERAL, STATE AND LOCAL CODES AND REGU~TIONS. THE OWNER, ARCHffECT AND 114. SITE DEMOLITION SOIL BORING NO: B1 ASSU CO,mACTO S OORA S SCALE: 1"=20' N.T,S. PROCEDURES [N CONNECTION WITH THE WORK. CAP '1 0.5' WEST ~.. 1, STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRErE EQUIVALENT. 2, LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY), 3. THICKNESS - NOT LESS THAN SIX (SI INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWEN1h'-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE, 5~ FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED, 7 MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLI6 RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY, 8, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. SILT FENCE CONSTRUCTION SPECIFICATIONS 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T' OR "U" TYPE OR HARDWOOD. 2, FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WIFH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING B. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI IOOX, STABILINKA T140N, OR APPROVED EQUIVALENT. ~-. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5 MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. DEMOLITION NOTES: 1 CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO ANY AGENCY AS REQUIRED FOR UTILITY DISCONNECTIONS 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR CONSTRUCTION RELATED ACTIVITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT CONSTRUCTION SPECIFICATIONS, 1, FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. S STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF S PEET. 4, SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP, SPANS GREATER EHAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT, 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED, IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6, A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY, MAXIMUM DRAINAGE AREA 1 ACRE THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH NYS INDUSTRIAL CODE PART 25 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF REMOVAL ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC, PRIOR TO THE START OF ANY WORK, THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BE~NEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY, THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY ON-SITE ENGINEER COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MAT[ER, STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASH, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND ACCESSIBLE AT ALL TIMES, RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC, SHALL BE COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THEIR PRESENCE. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING CONSTRUCTION AT HIS OWN EXPENSE SECTION: 143 APPROVED BY PLANNING BOAR. D ToWN OF SoUZHOLD__ DATE ~ -- BLOCK' 3 LOT: 33 2 CONSULTANTS: COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BO. SUB REVISIONS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PERTOVVN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from 5/1B/09 3 9-28-09 Revised Drainage and Grading 4 12-07-09 Revised Per Planning Board 11-16-09 Commentf CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 1:!.501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, DRAVVN BY' I DATE OHEOKED BY: I SCALE' AS NOTED IFILE NAME. J 207100 Demolition IJRSNUMBER: 207100 107200 SHEET NUMBER, C1.01 FiRE PROPOSED CATCH BASIN ABONDONED WELL ~ ~ CB R=95,9 WM ®~ ~P GRASS R=97~01 9, BCD PARRING EXISTING BUSINESS 9967 ~ R=94.96 ~0~', ~ /UqLTY 'LB.4 9499 PROPOSED/CONCRETE TC: 97.07' ,. ir c.P.P. 97,00 BC: 96.50 CONCREfE CURB PROPOSED , ' UP/LP 2' OFFSET 94,59+ +95.24 / 97.75 DC: 97 /9574 9691 / BO: 97.40 99.00 ,~ DC: 98.50 LB.2 DRAINAGE AREA II TO: 97~15 TO: 97,25 ~,}o2 3, · ' DC: 97.;55 ~ '.~' TO: 97.85 DC: 97.35- ' SIDEWALK RAMP t TCY¢7.70- - - - _~3,94,90 DC: 97.20 ~ ~ - - ~ PROPOSED 8' C.P.P. ROOF D~,N~ 95~5+ TC:'~7.30 .PRO¢OSED, BANK ' 4,253 S.[¢. F.F. EL.+_ 981.20 IROPOSED ~0NCRETE CURB ir CONCRETD SIDEWALK _ _PJ~OP_O_SE, D 10'¢ LEACHING PROPOSED~ 97.85 + 98,20 BC: 97.35 97.70 TC: 96.7, LB.8 + TC: 98,45 + 96,54 LB.13 98.16 DC: 97.66 -- LIMITS CLEARING · -,, + 99H8 185.75' /.' zo2._ S 50'07'00' W 9982 185.75' SITE GRADING AND DRAINAGE PLAN SCALE' 1"=20' PROPOSED SIDEWALK RAMP N49'36'00" E 86.75' + ~%~ ASPHALT PAVEMENT ~ EXISTING PAVEMENT ~5 LEGEND DESIGNATION DESCRIPTION AVE AVENUE BC BOSOM OF CURB BW BOTTOM OF WALL BLVD BOULEVARD CB CATCH BASIN CLF CHAIN LINK FENCE COEFF COEFFICIENT CPP CORRUGATED POLYETHYLENE PIPE CONC CONCRETE DEP'T, DEPARTMENT ¢ O~R DIA, DIAMETER D DRAINAGE DMH DRAINAGE MANHOLE DC DROP CURB E EAST EFF, EFFECTIVE EL, OR ELEV. ELEVATION ELEC ELECTRIC EMH ELECTRIC MANNOLE EX· EXISTING F,F. EL. FIRST FLOOR ELEVATION FT. FEET O~R FOOT GA GAUGE GV GAS VALVE GC GENERAL CONTRACTOR HP HIGHPOINT HYD HYDRANT iNFO. NFORMATION INV, NVERT LB LEACHING BASIN LP LEACHING POOL L,P, LOW POINT MAX MAXIMUM MIN. MINIMUM M,N. MANHOLE N NORTH NA NOT APPLICABLE NO NUMBER NTS NOT TO SCALE NYS NEW YORK STATE NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION OC ON CENTER OD OUTSIDE DIAMETER ORE OVERHEAD ELECTRIC PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENT PVC POLY VINYL CHLORIDE PSI POUNDS PER SQUARE INCH R RADIUS RCP REINFORCED CONCRETE PIPE RET RETAINING FID, ROAD REQ'D REQUIRED RTE ROUTE SMH SANITARY MANHOLE 9 SOUTH OR SANITARY SF SQUARE FEET ST. STREET TMH TELEPHONE MANHOLE TSB TRAFFIC SIGNAL BOX TC TOP OF CURB qW TOP OF WALL TFP TYPICAL VOL VOLUME WM WATER METER WV WATER VALVE ,W WEST PROPERTY INFORMATION SUFFOLK COUNEY TAX MAP NUMBER: SECTION. 143 BLOCK: 3 LOT: 3,3,2 ADDRESS: I0300 MAiN ROAD (N YE. RT. 25) MA~TITUCK, N,Y. 11952 OWNER: ROY SCHOENHAAR 330 EASTWOOD DRIVE CUTCHOGUE, NY 11935 APPLICANT: JOHN SORRENTI, JRS ARCHITECT, P C 181 EAST JERICHO TURNPIKE MINEOLA, NY 11501 2032 MUNICIPALITY: TOWN OF SOUTHOLD BUILDING USE' BANK ZONING DISTRICT: B LOT SIZE; 49,262.82 S.F. / 1.131 ACRES FLOOR AREA' 4,253 S.F. SETBACKS: FRONT: 86' (100' REG) SIDE. 72.4' 25' REQ 50' TOTAL) REAR 117' 35' REQ.) ITEM AMOUNT (SF) TOTAL LOT AREA 49,262.82 100% BUILDING AREA (FOOTPRINT) 4,253 8,67% PAVEMENT AREA 24,380 49,49% LANDSCAPING AREA 20r612.82 41.84% LOCATION MAP N .T.S. LOCATION LEGEND SYMBOL DESCRIPTION EXISTING PROPOSED PROPERTY LINE EASEMENT LINE -- -- CONTOUR LINE ..... 99-- 99 BUILDING / / / / / / / / BUILDING OVERHANG CURB (ALL ~PES) PAVEMENT STRIPE EDGE OF CONCRETE PAVEMENT SAWCUT TREE/VEGETATION LINE GUARDRAIL -c- o FENCE DRAINAGE LINE D GAS MAIN O TELEPHONE LINE T OVERHEAD ELEC. LINE OHE-- ELECTRIC LINE E WATER MAIN W- W SANITARY LINE S PARKING STALL QUANTITY SPOT ELEVATION b9950 99,50 x WATER METER WATER VALVE UTILITY POLE FIRE HYDRANT DRAINAGE GRATE (~ [] SIGN ~ -~- TREE SANITARY BTRUGTURES ©® GENERAL NOTES 1, ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD SPECIFICAFIONS AND STANDARDS, 2. TOWN OF SOUTBOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL CONSTRUCTION. 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 2A HOURS PRIOR TO START OF ANY WORK. WORN PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. 4, ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS· 5, ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE STATE UNIFORM FIRE PREVENTION & BUILDING CODE. 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S,I., 28-DAY STRENGTH. 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS AFTER CONSTRUCTION IS COMPLETED, 8, COORDINATE AND COMPLETE ALL UTILBY RELOCATIONS ALL UTILITIES TO BE INSTALLED/RELOCATED BELOW GRADE 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE INSTALLATION OF NEW SIDEWALK. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D P,W. OR N.Y.S.D.O T, PRIOR TO CONSTRUCTION, 12, ALL TRAFFIC CONTROL DEVICES. IE. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN OONFORMANCE WITH THE GUIDELINES OF THE N.Y.S ~IANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIEY THE TOWN OF SOUTHOLD, DIVIDON OF TRAFFIC SAF~P', 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE NOTED ON PLAN. 15. STOP LINE SIGHi DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH AASHTO REQUIREMENTS. SURVEY NOTES / FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH ENGINEERING & LAND SURVEYING, P,C . ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM· .3, THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL, 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE, UNDERGROUND LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILITY LOCATIONS MARKLD ON THE GROUND, 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, BLOCK 3, LOT 33,2 6. PROPER~ LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT PROVIDED PROPerTY SURVEY PREPARED BY JOHN D. EHLERS, DATED 7/51/2007, DRAINAGE CALCULATIONS: PAVED AREA: 12,900 S.F. x 2/12 x 1,0 = 2,150 CF GRASS AREA: 4,469 S,F, x 2/12 x 0,3 = 224 CF TOTAL AREA: 2,374 CF/68,42 CF/VF (10'¢ POOL) = 34.7 VF REQ'D PROVIDE, ~ - 10'¢ POOLS X 8' EFF, DEPTH = 4O VF AREA I'Z PAVED AREA: .4,392 S.F. x 2/12 x 1,0 - 732 CF GRASS AREA: 3,254 S,F, x 2/12 x 0,3 = 163 CF TOTAL AREA' 895 CF/68.42 CF/VF (10'¢ POOL) = 13·1 VF REQ'D PROVIDE' 2 - 1D'¢ POOLS X 8' EFF. DEPTH = 16 VF AREA ~[1 PAVED AREA: 1.270 S,F, x 2/12 x 1,0 - 212 CF ROOF AREA: 2,655 S.F, x 2/12 x 1,0 = 442 CF GRASS AREA: 750 S.F. x 2/12 x 0.3 - 38 CF TOTAL AREA: 692 CF/68,42 CF/VF (10'¢ POOL) = 10,1 VF REQ'D PROVIDE. 2 - 10'¢ POOLS X 6' EFF. DEPTH = 12 VF AREA IV PAVED AREA: 5,345 S,F, x 2/12 x 1.0 = 891 CF ROOF AREA: 2,558 S,F. x 2/12 x 1.0 = 427 CF GRASS AREA 11,670 S,F, x 2/12 x 0.3 = 584 CF TOTAL AREA. 1,902 CF/68,42 CF/VF (10'¢ POOL) = 27 8 VF REQ'D PROVIDE: 4 - 10'¢ POOLS X 8' EFF DEPTH - 32 VF DRAINAGE TABLE BASIN RIM OR INV.~ INLET DESCRIPTION NO. GRATE EL.~ 'PfPE LB·I 94.15 91.65 8' CURB LB.2 95,75 91.25 8' CURB LB.3 96,20 95.40 8' CURB LB4 96.10 93.30 8' CURB LB 5 95.80 93,30 8' CURB LB.6 96.20 93.40 8' CURB LB,7 96,50 93.50 8' CURB LB.8 96,95 94.45 6' CURB CONNECT ROOF DRAIN LB 9 96,60 94,35 6' CURB LB 10 97.50 94.00 8' CURB CONNECT ROOF DRAIN LB 11 97.00 94.50 8' CURB CONNECT ROOF DRAIN LB.12 96,50 94.00 8' CURB LB.1B 95,95 95,50 8' CURB Ji:.DRAINAGE NOTES: 12" CPP, UNLESS NOTED OTHERWISE , ALL DRAINAGE RIPE TO..sBE ALL ROOF PIPE TO BE C,P.P· UNLESS NOTED OTHERWISE RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR FRAME AND GRATE AT THE FACE OF THE CURB-INLET SET FRAME AND GRATE AT THE SLOPE OF THE PAF~LN ?- APPROVED BY PLANNING BOARD TOWN OF $ouTHOLD SECTION: 143 CONSULTANTS: BLOCK. 3 LOT: 33.2 ISAVIK& MURRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from 5115109 3 9-28-09 Revised Drainage and Grading 4 12-07-09 Revised Per Planning Board 11-16-09 Comments CLIENT INFORMATION' i " JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: SITE GRADING AND DRAINAGE PLAN DP. AWN BY: DATE: 12/17/07 SCALE: AS NOTED FILE NAME' 207100 Grading JRSNUMBER: 20710007200 WM~ GRASS R=§7.01 FIRE LANDBANKED PARKING WELL EXISTING BUSINESS POSSIBLE FUTURE CROSS ACCESS PARKING R=94,96 11' I=10' ~ 16' UP/LP 24' ACCESSIBLE PARKING =12' LANE ARROWS (1YP.) -5' LANE ARROWS (TfP.) N49'36'00" E 86.75' STOP BAR- -R=5' ~"~ASPNALT PAVEMENT~,~, OSSIBLE FUTURE ^CCESS LOO ION 24' ~"-, 5.5' PROPOSED BANK 4,255 S.F. F.F. EL. 98.20 E TRAVEUNG LANE STRIPING WHITE DESIGNATION STRIPING t R=15 11' ~ [~ 11' L 4" WHITE PARKING ~ ~ STALL STRIPING (1YP.) '"=-. ~ 10' 15' =7.5' R=B' 24' R=I 5'~ 50'07'00" W N 50'07'00" E 185.75' 185.75' SITE ALIGNMENT AND STRIPING PLAN SCALE: 1"=20' I I LJ 20.00' SIGN SHALL HAVE YELLOW BACKGROUND WiTH BLACK LETrERING AS SHOWN, AND 1/2" MARGIN WITH 3/4" BORDER PEDESTRIAN CROSSWALK N.T.S. PARKING CALCULATIONS PARKING REQUIRED BANK: 1 STALL PER 100 S.F GF.A. 4,200 S,F, / 100 S.F. / STALL TOTAL STALLS REQUIRED = 42 STALLS = 42 STAL~ PARKING PROVIDED: STALLS (STANDARD) = 25 STALLS REQUIRED A.D.A STALLS (RESERVED) = 2 STALLS LANDBANKED STALLS = 15 STALLS TOTAL STALLS PROVIDED = 42 STALLS SIGN SHALL HAVE RED BACKGROUND WiTH WHITE LEGEND, AND 3/4" BORDER STOP SIGN N.T.S. 4"-D LETTER ¢"-D LETTEI SIGN SHALL HAVE RED BACKGROUND WITH WHITE LEGEND AND VARIABLE BORDER. DO NOT ENTER SIGN N.T.S, LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LE1FERING ACCESSIBLE PARKING SYMBOL N,T.S, KEY PLAN: SIGN LEGEND APPROVED BY pLANNING BOARD TOWN OF sOUTHOLD DATE MAY 0 ~, 201~1 SECTION: 1;43" BLOCK: 3 LOT: 33.2 ISAVIK& MURRAY, LLP~ CONSULTING ENGINEERS H VARIES SOLID YELLOW LINE SEE PLAN lO'~ ~SOLIB WlUITE LINE PAVEMENT SYMBOL DETAILS N.T.S. COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD, SUB REVISIONS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 6-10-08 REVISED PER nysdot COMMENTS DATED 5-27-08 3 7-1-09 Per Planning Dept Comments from 5/15109 4 12-07-09 Revised Per Planning Board 11-16-09 Commenb RESERVED PARKING SIGN WHITE ON BLUE BACKGROUND (WITH BOLLARDS SIGN POST) PARKING P4-6 NO PARKING SIGN RED ON WHITE BACKGROUND (WITH BOLLARB SIGN POST) NO PARKING ANY TIME P1-1 RESERVED PARKING SIGN WHITE ON BLUE BACKGROUND (WITH BOLLARD SIGN POST) PARKING CLIENT INFORMATION: C jPMorganChase NEW BRANOH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD P4-6 iL_ .. , ,' JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 CONC, CONC. SIDEWALK 4" WIDE WHITE STRIPES NO I. 9'-0" . . STANDARD STALL · 24'-0" RESERVED STALL SEE CIVIL NOTES, THiS SHEET RESERVED PARKING STALL AND RAMP N.T,S, WIDE BLUE STRIPES WIDE, 45' BLUE STRIPES, $'-0" O.C. INTERNATIONAL SYMBOL FOR ACCESSIBIUTY DETAIL THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P,C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED IDRAWING TITLE: 8ITE ALIGNMENT AND STRIPING PLAN IJRSNUMBER' 207100 J 07200 FIRE PROPOSED W~T~/~,~,, PROPOSED RP~dN HOT BOX~ ABONDONED WELL WM e'~ , GRASS R=971~01 R=94 9 PARKING EXLSTING BUSINESS -/ BRONZE LOCKING DEVICE W/ KEY WRENCH DII~OD~DI]~OO~DDI S~ER 1 1/2" L~ERS 2 PEN~RATING PICK HOLES 180' APART SERVICE ---_l PAS SERVICE UP/LP i'~-- N49'56'00" £ 86.75' / ~x'x~ASPHALT PAVEMENT ~,,x. ADJUST CAST INTO TOP OF FRAME 7-1/8" 2B-;/B" 27-1/2" 27-1/¢ 26" 25-3/6" 25-3/¢' 38" _SECTION A-A COVER DETAIL N.T,S. CAST DATE IN UNDERSIDE OF COVER ] FUTURE · ../'~-._20'- EXPANSION \ - ~'~'~ POOL L~ PROPOSED 8'¢ X ,6' EFF ~DEPTH L~CHING/POOL- LP UNDERGROUND ELECTRICAL SERVICE 8'¢ X 6' EFF. DEPTH LEAC~HING -POOL .PEcdPOSED, BANK 4,255 S]F. F.F. EL. 981.20 ~ROPOSED 8'¢ X 6' ~F. DEPTH SEPTIC TANK ' OUSE TRAP ~ PROPOSED SANITARY SYSTEM. i SEE PROFILES AND DETAILS FO~ PIPE AND STRUCTURE SIZES, THIS SHEET. 50'07'00" W ', '~T'5,0'07'00" E ', SITE UTILI-FY PLAN 185.75' 185.75' II N7J'O3'O¢~ ~ ' 20.¢0' INLET MIN IEAVY DUTY CAST IRON FRAME AND LOCKING COVER GRADE PRECAST TRAFFIC BEARING TOP SLAB SANITARY RINGS (1YP) MIN. MATERIAL TO CONSIST OF COARSE SAND AND GRAVEL MIN, ABOVE GROUNDWATER MATERIAL TO BE CLEAN SAND & MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL N.T.S, PROPOSED BANK F.F. EL, 98.20 SEPTIC TANK RIM: 97.23 INV IN: 94,84 INV OUT: 94.54 DIA' 8' LEACHING POOL R M' 97,19 INV IN. 9~,26 I DA 8' DEPTH. 6 GRADE PROPOSED BUILDING INV, 95, HOUSE TRAF 8 LF @ 2,00% 4"¢ PVC SDR 35 8 LF @ 1,00% 4"¢ PVC SDR 55 EL 88,26 5' MIN, TO EL. 84,00 (HIGHEST EXPECTED 84,70±) --~ SANITARY SYSTEM PROFILE P[.AN FINISHED SOLID RINGS AS REQUIRED TO BRING SEPTIC TANK TO GRADE AS PER S.C.D.H,S,-- DUTY CAST IRON FRAME AND LOCKING COVER TO GRADE MINIMUM TRAFFIC BEARING SLAB INLET MIN 4" DIA CLASS 24(30 PIPE OR EQUIVALENT PITCHED 1/4"-1 co S.C.D.H.S. 1,200 SECTION GALLON )UTLET 4" DIA. CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/8"-1' SEPTIC TANK N.T S, ALLOWABLE SANITARY FLOW GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SITE. 600 GPD/ADRE (600 BPD//ACRE) X (1,131 ACRES) = 678,6 GPD LOWABLE FLOW FOR PROPOSED BUILDING: BUILDING IUSE: BANK (NON-MEDICAL) 4,255 S.F. OFFICE X 006 GPD/SF = 255.18 GAL, SEW/AGE DISPOSAL SYSTEM DESIGN PROPOSED SYSTEM SEPTIC TANK: REQUIRED:: 255 GPD X 2 DAYS - 510 GPD PROVIDED:: (1) 8'¢ X 4' EFFECTIVE DEPTH = 1,200 GPD LEACHING POOLS: REQUIRED:; 255 GPD/1.5 GPD/SF 170 SF PROVIDED:: (2) 8'¢ X 6' EFFECTIVE DEPTH - 300 SF FUTURE: (1) 8'¢ X 6' EFFECTIVE DEPTH = 150 SF NOTE: NO WELLS; WITHIN 150' OF PROPERTY KEY PLAN: SECTION: 143 CONSULTANTS: APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE NAY 0 zt 2010 BLOCK: 3 LOT: 33.2 RS II COMMENTB: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS: REV, DATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from EMS/OB 3 9-28-09 Revised Drainage and Grading 4 12-07-09 ReMsed Per Planning Board 11-16-09 Comment, CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: SITE UTILITYPLAN I DRAWN BY: I DATE: CHECKED BY: SCALE: AS NOTED IFILE NAME: 207100 Utility I JRS NUMBER: 207019 07200 SHEETNUMBER. C4.01 SCALE: 1"=20' BASIN OFFSET MEASURED TO MIDDLE OF THE FRONT FACE OF THE CURB A CURB BOX ROUND GRATE OFFSET MEASURED TO THE CENTER OF THE ROUND GRATE T 2-#5 BARS BARS AT 'C.-C, PLAN 2-#5 BARS 2'-8" LONG AT 3" C.-C. PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 118¢A, OR EQUAL. REINFORCED TRAFFIC BEARING SLAB TO -1" COVER 1YPICAL CPP (TYP BETWEEN BASINS) UNLESS OTHERWISE NOTED OPTIONAL CONSTRUCTION JOINT FABRIC, == = = ,==:= ~ c== =. MIRAFI 140 AROUND ENTIRE CIROUMFERENCE SECTION MIN. A-A ~-2' MIN. ABOVE GROUND WATER TOP LEACHING BASIN SLAB AND FRAME &: GRATE N.T.S, HAUNCH (TYPICAL ALL 4 SIDES) 8" POURED CONCRETE 6" COMPACTED GRANULAR SUBGRADE- -- SECTION 8" CONC SLAB 4000 LB. 28 DAY STRENGTH DUMPSTER PAD FENCE NOTES: ALL FENCE FABRIC SHALL BE BLACK PVC VINYL COATED, CLASS 2B, 6 GAUGE FINISH WITH 9 GAUGE CORE. ALL POSTS AND HARDWARE SHALL BE BLACK PVC VINYL COATED TO CREATE A COMPLETE VINYL SYSTEM FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (~PICAL ENTIRE DUMPSTER ENCLOSURE) 6"x6" w2.gxw2.9 WIRE MESH WITH 3" COVER -- DUMPSTER PAD CHAIN ~NK FENCE SEE FENCE NOTES, THIS SHEET SEE CIVIL NOTES, THIS SHEET DUMPSTER PAD DETAIL N.T,S, 1/4" R~ BAR CONTINUOUS, EXCEPT AT JOINT COAT TYPE 6F RA NYSDOT TOP COURSE TYPE BRA NI'SDOT BINDER COURSE DENSE GRADED AGGREGATE CONCRETE SEE CIVIL NOTES, THIS SHEET C U RB/PAVEM ENT SECTION A CURB- -SIDEWALK- CONTRACTION JOINT EVERY SEE PLAN EXPANSION JOIN EVERY 20' SEE DETAIL "B" POURED CONCRETE 6" COMPACTED GRANULAR SUBORADE ~ I --1/2" F~/4'' 1/2"x3-3/¢" LG. PREMOULDED EXPANSION JOINT SEE CIVIL NOTES, THIS SHEET CONCRETE SIDEWALK D ETAI LS N.T.S. SIDEWALK B MAX. DESIRABLE 5/16"¢ GALV NUTS GALV. STEEL CHANNEL (~#/LF:-- (TYP.), REFER TO PLANS FOR TYPE AND SIZE. APPROXIMATE NOTES' 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL SIGNS EXCEPT FOR INFORMATIONAL SIGNS. 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INOLUDrNG BRACKETS SHALL CONFORM TO THE LATEST N Y.S.D.O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. CIVIL DETAILS 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 P.SJ. AT 28 DAYS. 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEEl'. 3 CONCRETE CURBS TO CURE A MINIMUM OF 1¢ DAYS PRIOR TO ROADWAY PAVING. 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY PER AASNTO T-99 5. ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP-SAFe' PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL, COLOR BY OWNER 6. ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM PREVENTION, BUILDING CODE AND ICC/ANSI Al17.I STANDARDS. F~,,-A ~ SIDEWALK 1.5' MIN,, [ ~ B L~,-A CONCRETE CURB FCURB PAVEMENT RAM! ~///~ ~'--EXPANSION dOINT ~ROUND W/RADUS APPROX ~QUAL TO HEIGHT OF LIP FULL WIDTH OF RAMP LINSTALIL "STEP-SAFE" PRECAST POLYMER CONCBtETE TILE AS MANUFACTURED BY TRANSPO INDUSTFRIES OR APPROVED EQUAL COLOR BY OWNERt (TYPICAL ALL HANDICAP RAMPS) CONTRACTION JOINT PAVEMENT SURFACE SEE CIVIL NOTES, THIS SHEET SIDEWALK RAMP DETAILS, NT,S. , ~ KEY PLAN: :'~': APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD [[.11 II CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 02~8~8 BLDG DEPT SUB 03~08 PLANNING BD. SUB REVISIONS: REV, DATE DESCRIPTION I 5-21-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from 5/15/09 CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD 181 East Jericho Turnpike, Mineola, NY 11501-20~ 30 West 24th Street, 3rd Froot, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED IDRAWINGTITLE: CIVIL DETAILS I2F~q oNo'ADMetE:aiI' I C5.01 fiRE G ~/ WM ~ ~ GRASS R=97.01 ~OYA ~2-JD 12-CM 2 12-TH - N49'56'00" 86.75' PAVEMENT ~,% BUSINESS CB~ R=99.38 WELL CAR PARKING BUSINESS PARKING 8-HH 8-HH 18-HH PROPOSED BANK 4,200 S.F. F.F. EL. 98.20 ~-AO ~ L [] \ \ \ \ \ \ \ \ \ \ \503, \ \ \ \ \ \ \ \ \ \ \ \ \ \__~ \ \ \ \__\ -TH -Sq-TN N7 F03'00"£ ,/ k BUSINESS PIN ct FND. 0.3' WOODED 2 TIMES BALL PLANTIN® i?ETAIL ~,EINF, RUBBE~, HOSE SA. AIRE - TK'~ISTED' AND' LEFT LOOSE CEDAR STAKES - D'RIVE AT AN~LE AND' DRA~ VERTICAL FREE KiP, AP - ONLY' KiHEP-,E RE42UIRED' BY' LAND. ARCH. 4" D'EEP SHREDD'ED' BARK MUL~.H Of;P-,O~N OF BALL TO BE DAME LEVEL AS IN NURSERY' ~" SAUC.,ER REMOVE TOP I/S OF BURLAP AND' ALL ~IRE AND' NON- TOPSOIL BACKFILL, MIN, OF 50% OF SOIL TAKEN FROM HOLE -- ¢" ~EEP SHRED'D'ED BARK MULC, H IvfoV'E TOP I/~ OF: BURLAP ALL ~IRE AND' NON- BIODE~RAD'ABLE MATERIALS TOPSOIL BACKFILL - MIN. OF 50% OF SOIL TAKEN FROM HOLE I 2 TIME5 BALL PlA. -- C. OMPAC, TED' SOIL PLANTING I?ETAIL 2 TIME5 BALL DIA. E x,,"E P-..® P-..E E N TP-..E E 12 SA. KilRE TK'~ISTEO AND LEFT LOOSE AND DRA~ VERTIOAL hdULC-,H DP ~OOT BALLTO BB SAUOE~ AND ALL AI~E AND NON- TOPSOIL BAO~PILL - ~INI~U~ OF F LANTIN® E:)ETAIL PLANTING NOTES A~EA OF ~LD~ : 42¢¢ S.F. 8.5% A~EA OF P~VIN~ / OONC, : 23,875 S.F. 48.5% I. ALL PLANT MATEf~-IALB TO BE OF HIGHEST (2UALITh" NU~5E~T' ~OK, IN STOCK. 2. REFER TO ENgINeER-INS DF~A!,qlN¢S P~,IO~-, TO AN"" EXCAVATION FOP- LOCATION OF MECHANICAL AND UTILITY LINE5 AND STRUCTURES. IF ANY CONFLICT EXISTS, C, ONT~,AOTOR SHALL NOTIFY LANDSCAPE AP, OHITEOT FO~. SU~E~TED OHAN~ES. 5. ALL PLANT PITS TO BE BAOK FILLED ~ITH TOPSOIL DLBNOBO ~ITH O-20-O PERTILIZE~ AT THE RATE DP 5 POUNDS PE~ YARD. 4. ALL T~EB PIT5 AND 5H~B BEDS TO B~ MULCHED ~ITH 4" DEEP ~BSH WILLED 5. ALL TREE$ TO BB PLANTED AN~ $TAKE~ A$ PE~ ~TAIL. ALL PLANT MATE~IAL5 TO BE ~UA~ANTEEP FO~ A PERIO~ DP ONE YEA~ AFTE~ PLANTINg, 5HALL ~OVE~N. <2UAN. 51 15OO I& 11~5 2O 41 150 2'1 5~ '1 TH ALL PLANT MATERIAL5 A~E TO 55 MAINTAINED ~ITH FEP, TILIZE~, AND OTHER REQUIRED MATERIALS TO MAINTAIN A NEAT AN~ HEALTH~ APPEARANCE, ALL PLANT MATerIAL5 A~E TO BE I~RI~ATE~ ~ITH AN AUTOMATIC I~RIBATION 5Y~TE~. ~IP I~RI~ATJO~ I~ TO BE INSTALLED ~HE~E PO~51BL~. ALL IR~I~ATION COMPONENT5 AN~ INSTALLATION 5HALL COMPLY HITH ALL LOCAL, STATE ~ FEDERAL OO~E¢ IO. ALL PLANT5 HHIIOH DIE O~ B~OOME ~I~BASE~ 5HALL ~E ~EPLAOE~ B~ THE PLANT LIST BOTANICAL NAME TILIA CDR, DATA ZELKOVA 5ER, RATA AMELANCHIER CANADt=NBIB MALIJS ~D JEIA~EL COREOPBIS MOON BEAM EUONYMUB FORTUNEI COLOP, ATUB EUON"fMUS EMERALD ~AIETY HEMEP, OCALLIS HAPPY. RETUP, NB ILEX BLUE ¢IRL ILEX C~.ENATA CONVEXA IbEX ~LAB~A dUNIPE~US CONFERTA BLUE PAOIFIC MY.PICA PENSYLVANIOA TAXUB MEDIA HATFIELDI THUJA NI~A VIBURNUM RHYTIDOPHYLbUM COMMON NAME LITTLE LEAF LINDEN JAPANESE ZELKOVA SE~VICEBER~-Y' P. BD JEHEL C~ABAPPLE MOON BEAM TI~.KSEED KilN"r~=R HAPP~ ~N5 DAYLIL~ BLUE ~1~ HOLLY OON~X LEAF JAP. HOLL~ HAUl,LB DARK AMERICAN A~O~VITAE LEATHEr*LEAF VI~RNUM SIZE 5-51/2" CAL. 5-51/2" CAL. q-ID' HT. 21/-5" CAL. 2-~AL.. ~,ONT. 21/4" POT5 1~-24" BPD. I cAL. POTS B-&' NT. 24-~O" SPD. 24-50" HT. Ig~-24" SPD. 24-50" HT. 21/2-S' HT. S-6' HT. '21/'>-~' HT, REMA~.KS FULL HEAD, KIELL FULL HEAD, AELL BRANCHED FULL, ~'IELL BRANCHED FULL N~:AD, ~ULL AND 21/2 PB~ 5~UA~ PULL AND PULL AND FULL AND DENSE TO ¢~UN~ PULL A~ ~ENDE FULL AND ~ULL, ~LL B~NOHED FULL AN~ DENSE TO FULL ANO DENSE DENOTES EXISTIN~ TREES TO REMAIN: KEY PLAN: :g';'Z':.~" APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD ~t~¥ 04 SECTION: 143 BLOCK: 3 LOT: 33,2 CONSULTANTS' WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 555 MEADOW CT. UNITI l SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1793 FAX: 631-765-1839 ISAV K& MUFIR.AY, L,I.P CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS I 12/7/09 REVISED AS PER 11/16/09 C0MMENTS REVISIONS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 6-10-08 REVISED PER nysdot COMMENTS DATED 5-27-08 3 7-1-09 Per Planning Dept Comments from 5/15/09 4 12-07-09 Revised Per Planning Board 11q6-09 Commenb CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF BOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: LANDSCAPE PLAN FILE NAME: I 07200-AS-1,DWG JRS NUMBER, 07200 ;o SILICONE SEALANT (SEE NOTE ALUMINUM CAP (SEE NOTE 2) SILICONE SEALANT (SEE NOTE 8) 16mm ¢ REBAR EPOXY D GROUND PROVIDE 1' OF OVERCUT FOR TOP COURSE FULL DEPTH SAW CUT ITEM 10405.0903 -- VARIES N.Y.S. RT. 25 30' MAIN ROAD PROPOSED CONCRETE SIDEWALK NYSDOT ITEM 608.0105 MEET EXISTING q=12' 11' (. ~ ~ 'xx, ~'~.,. ~'~"~ ~4- WHITE SOLID LINE I ' ~ ~ ~ WORD PAVEMENT MARKING /, % ~--DOUBLE YELLOW SOLID UNES 16 ~WHffE LANE ARROWS (WP.) (EXISTING) ~ (EXISTING) ~ 6.5' INSTALLATION ~_~ / N,T S. '" ~' INSTALL STEEL PiN AND CAP R.O,W. ~KERS AT PROPER~ EXISTING "MA~ITCK MOTEL" SIGN~ ~ ~ EXISTING TREE RE~O~30N CORNERS ALON~ N% RTE. 25 (~P. OF 3) MARKERS TO BE SOLID YELLOW LINE SEE PLAN SOLID WHITE LINE PAVEMENT CONCRETE EXiSTiNG ROADWAY MIN. 4' ]/4" PER FOOT ROADWAY ! I EXISTING UTILITY INSTALL SIDWALK RAMPS (1YPICAL OF NYSDOT ITEM 608.0105 N.Y.S. ROUTE 25A EXISTING SIGNAGE AND STRIPING PLAN 1"=20' IN CONFORMANCE WITH NYSDOT STANDARD SHEET M625-1R1, SEE DETAIL, THIS SHEET. PROPOSED CONCRETE CURB - NYSDOT ITEM 609.04010510 PROPOSED CONCRETE SIDEWALK - NYSDOT ITEM 608.0105 DETAIL IN SWAM P i.o - 40 - 50 mm.i TAPERED RECESS 20 mm r" MIN. OR THREATED WITH OR WITHOUT TAPER J~ll \/~ Y-8" 6'-7" SYMBOL DETAILS N,T.S. -R=1-1/2" .CURB NOTES: 1. 1/2" PREMOLDED BITUMINOUS JOINT FILLER SHALL BE PLACED IN JOINTS AT 20' TO 25' INTERVALS ALONG THE LENGTH OF THE CURB; WHERE CURB ABUTS DRAINAGE CASTINGS; AND AT ALL PC'S AND PT'S; AS ORDERED BY THE ENGINEER, 2, THE END OF THE CURB NOT ABUTTING EXISTING CURB SHALL BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 FEET AT LOCATIONS FACING TRAFFIC, ITEM 609 0401051M CURB TYPE VF-150 N,T,S. VARIES TACK COAT TO BE INSTALLED BETWEEN EACH LIFT OF ASPHALT, iTEM 407,01 · ~' TOPSOIL & SEEDING ITEM 615.0101, 610,0208 CRETE CURB 17PE VF-150 SEE DETAIL THIS SHEET ITEM 609.0401051M 1-~" ASPHALT CONCRETE TOP COURSE ITEM 402.098301M A 402 09831 2-~" ASPHALT CONCRETE BINDER COURSE ITEM 402.198901M & AO2.198911M E" ASPHALT CONCRETE BASE COURSE PLACED IN TWO LIFTS OF APPROXIMATELY 5" EACH ITEM .~-02.878901M & 402.378911M 6" SUBBASE COURSE ITEM 304,11 RESTORATION DETAIL N,T.S. MPT NOTES: 1. ALL LANES MUST BE OPEN TO~ TRAFFIC BEFORE 10AM AND AFTER 3PM. 2. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. 3, NIGHITIME LANE CLOSINGS WiLL NOT BE PERMITfED WITHOUT PRIOR APPROVAL FROM THE STATE PIERMIT INSPECTOR 4, ALL LANE CLOSINGS SHALL CC)NFORM TO THE NYSDOT MUTCD SPECIFICATIONS AND DETAILS. NEW YORK STATE DEPARTMENT OF TRANSPORTATION GENERAL CONSTRUCTION NOTES: 1. THE GENERAL CONTRACTOR TO~ CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEOIATELY ADJACENT TO NY ROUTE 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUCTION, 2. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGrNEER. N.Y.S. RT. 25 SYMBOL LEGEND ARROW PANEL ARROW PANEL SUPPORT OR  ' TRAILER (SHOWN FACING DOWN) DIRECTION OF TRAFFIC · CHANNELIZING DEVICE ~ FLAG TREE ~- SIGN (SHOWN FACING LEFT) TYPE III BARRICADE ~ WORK SPACE 4 I--5 M~N. STEEL PIN AND CAP R.O.W. MARKER N,T,S, CENTER TURN LANE CLOSED - ON A THREE LANE, TWO WAY ROAD N.T.S. WORK ALONG SIDAEvA?&BTL~O FO~NN~/;W~A~ATYRARF~fcDWAY WITH KEY PLAN: t', . APPROVED BY PLANNING BOARD TOWN OF 50UTNOLD --DATE ~IAY 0 4 2016 SECTION: 143 BLOCK: 3 LOT: 33.2 CONSULTANTS' "~ L ~ml,,, , ~ ISAVIK& MURRAY, LLP~ CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS: REV. DATE DESCRIPTION 1 6-10-08 REVISED PER NYSDOT COMMENTS DATED 5-27~O8 2 7-1-09 Per Planning Dept Comments from 5/15/09 CLIENT INFORMATION. JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTBOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY :!.I501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 ~;'e R , r..~o~s,..oGooad, Princeton, NJ 08540~1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGBMEANRT~S ~oAHLiTBEiTREADT. IONS BY OTHERS DRAWING TITLE: I N,Y.SD.O.T PLAN, NOTES AND DETAILS DRAWN BY: I DATE. 12/17/07 [ CHECKBD BY: SCALE: AS NOTED /_, 7 A I RSN MBBR: 2o oo PROPOSED ON SLAB ON GRAD 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD STORY BUILDING ALL UJOI~<: 5FIALL BE GOME~ED 1~¥ THE TE~5 AND ~ONDiTION5 ~ TN~ 5~NE~AL CONDIT~ON~ OF TN~ CONTraCT FOR CONSTRUCTION AND THE ~WI~ENT5 ~ ALL APPrOPRIaTE PUBLIC AUTHORITY, ~SULATO~Y A~ENCIES, E E f E /I TIONS NP NT JC LAM LL LP MAX MECH N NO NT5 O~ OPP P PL P~ ~C ~F ~INF ~O ET 5EOT 51~ ~PEC 5P 5T 5T~ 5TL 5TO~ T TEL (E) TO T5 ~T ~C ~/O ~P TNEEE DR,~WING5 ARE Pt~,EPAf~JED TO COMPLY WITH THE RULE5 AND ~GWLATION5 OF THE ~WILDING CODE OF NE~ TO~ STATE. THE CONTf~,CTOR'$ OtBLIC=.ATION5 AND f~ESpONSIBILITIE$, CONSULTANT5 5HALL BE ~SPONS[BLE FOR AR~N~IN~ AND 5CNEDULrNG ALL ~I~D VILLAGE, TO~, CITT, COUNTT AND STATE INSPECTION5 AND O~TA~NIN~ ALL ApprovALS/ 51GN ~8 AND 5~BMIT THESE DOCUMENT5 TO THE ARCNITECT~N~INEE~ ~ RECO~. 2. CONT~CTO~ 5H~LL CONSULT AND CO0~INATE DITN THE ~UNICIPALITT'5 ~UILDIN~ DEpA~ENT A5 WELL A5 THE COUNT~ AND ~TATE ~ENCIE5 FO~ ThE ~UI~EO INSPECTIONS. HARDWARE HEIGHT NIGH POINt HOLLOW METAL HEATING HEATING VENTrLATION ~ ArR CONDITIONING IEOLATED GROUND INCH IN6LJLAT[ON (D) (ION) JANITOR'6 CLOSET LAMINATE Af C. NIITECTIJ L SYhlE OLS EXI6TING DOOR FRAME TO BE REMOVED DOOR NUMBER ] KE'/'NOTE ANGLE XX POUND6 # NL~ME~ER CENTER LrNE pLATE  $ECTION LETTER DP, AWING EHEET .~~ DETAIL NUMESER D~.AWING 6NEET LEVEL ELEVATION ~ CEILING HEIGHT ABOVE FINI6NED FLOOR 5TA~T POINT COLU~ NUM~E~ N NOT TO SCALE DF ,ALLJINQ LIST TITLE SHEET AND GENERAL NOTE6 OlVfg, 5rTE DEMOLrTION PLAN SITE GR'~,DING AND DRArNAGE PLAN 61TE ALIGNMENT AND STRIPING PLAN 61TE UTILITY pLAN CIVIL DETAIL5 LANDGCAPE PLAN N:'F.5.D.O.T. PLAN, NOTE6 ~ DETAIL6 AEI~I ARCHITECTLIRAL EITE PLAN Alii FIRGT FLOOR AND ArM PLATf=Of~'1 CONETRUCTION PLAN A]~2 FIRST FLOO~ FINISH pLAN A].~3 FI~T FLOO~ FU~IT~ PLAN Al.~4 FIRST FLOO~ AND TO~E~ ~FLECTE~ CEFLIN~ PLAN 6TRUCTUfEAL NOTE5 FOUNDATION pLAN ROOF FRAMING PLAN HvAc SPECIFICATION5 NVAO EpEOIFICATIONS ¢ LEGENDS I-Ivac FIRST FLOOR PLAN NVAO ROO~ PLAN 4 SCHEDULE5 HVAC DETAIL~ ELECTR~ICAL= EIJ~I ELECTRICAL 5PEOIFIOATION6 EI~2 51TE PLAN SCHEDULE5 ~ ONE LINE DIAGRAM EL¢5 FIRST ~LO0~ LI~NTIN~ PLAN ELECTRICal ~OOF PLAN FIf~E FAI.OI FIRE ALARm1 RISER DI ,A~R,AM FAI.~2 FIRST FLOOf~ FI~ ALAf~ PLAN FOLLOV~NG INSPECTIONS: I FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH*FRAMiNG, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 FINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RRSPONSIB. E FOR DESIGN OR CONSTRUCTION ERRORS RRE INSPECTIOII REGUIRED BEFORE OPENING CEIM1FICATION OF N~ILING & CONNECTION~ REQUIRED. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 235 OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIRCATE OF OCCUPANCY PLUMBER CERTIFICA'I'ION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. ~ENEF~,L ZONINC~ INFOf~I'"1ATION 50UTHO~,SU~=O~<COU~T'r ONSULTANTS: ISAVIK & MURRAY, LLP~ CONSULTING ENGINEERS II /.¢,, KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hlcksville, NY 11801 (515) 931-8282 Fax: (515) 931-8254 Webslte: www.kaape.com Emaih eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jerich0 Turnpike, ~u~ie 208 Mineola, New York fl 1501 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODF~ OF NEW YORK STATE. DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING I~DERWRITERS [~,~fl lt~llE REOUIRED ;OMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REV. DATE DESCRIPTION JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD 181 East Jericho Turnpike, MIneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. I~}RAWING TITLE SHEET AND TITLE' GENERAL NOTES (CHECKED BY: KG SCALE IFILE NAMe 07200-T{ SHE KEY PLAN: FIRE GRASS 50' MIN. STONE 6" MIN,]~ SEE NOTE /'~'~'~' FILTER/ EXISTIND ~- CLOTH J GROUND PROFILE 50' MIN. R=94.96 ' ~F ABONOONED WELL ~ EXISTING ~ ~73' PAVEMENT "/-MOUNTABLE BERM (OPTIONAL) EXISTING ~__. CB ~...~..~J~ p_LAN VIEW R=90.84 ~ ~ ~7~ ~ STABILIZED CONSTRUCTION,.T.s. . ~WC~ AND ME~IS~NO , ~ N49'36'OO"E POLE --~ ~' I 86.75' \ EXISTING UP/LP REMOVE CROSSHATCHING AND CENTER UNE STRIPING AS REQUIRED \o ...... _ _+. 91 ;8 I /--s~wc~AND MEET EXIST1NO i.//-. PAVEMEJ, FF AT PROPERLY lINE I '""--ASPBALT PAVEMENT--% ~ ~ CB ~ !>( EXISTING TREE \ ASPHALT ! --REMOVE EXISTING CURB \ ~ ~ ' ~S ~ ,,C ~ ~ ~ EXISTING GRAVEL ~ - .,'~s/*ss~ ,~ ~ ~ ',, PARKING AR~ GRASS R=97~01 ~ 05~0 ~'/ ~ /o~OVlNG ~aND DRIV~AY MAG NA~, il , / ,~."~ ' II ASPHALT' ~ATCH /+ 7 -' '-. ' / ..' -. EXISTING FENCES INCLUDING FOOTINGS ('~'P.) \ I 9?;, f '" ~ ~ -/ DDSTINO ASPHALT PATCH T / .' ,--REMOVE EXISTING ~EES, SHRUBS, STUMPS AND/ , '/UNDERGROWTH INCLUDING A~.I.9~4R~GANIC MATTER --/ ' ~ ' "$~.. TREES/BRUSH - ' ' - - - - DNNECT EX~'S~ING OVERHEAD ELECtriCAL 95.65+/ I ~[ SERVICE AND REMOVE EXISTING UTILRY POLES. ' ' / ,, ' GOORD UATE. UPA .'/.' ',', .;:; _.-- ./,./ . ,,"'J .,-,:(y- .-----, , -~. !1! --- . .'" !:: ' :' 9~.~ / 9~.~/ . *.. I I 95.74 99.? ..... 97 ...... ', /', + ,s.,9 + I , /\ / ~7.---~ ~,~ /',, .. WOODED ' / !~T'59 r~// /~/]~7~'~' I '1/ '/~,-REMOVE ALL DEBIRS '-.' ..~5' / J~' EXISTING ~, BI~/ fi. / "~rll-IlN CLEARING UMITS r' '' / 1 STORY WD FRAME H/9~.,., /9,.,~+', / / 5.58 99.97 + 101.48 . - "~" ' ~XICEF.~AN HRS'J' 100 OF'~OODS TO REMAIN OF ALL DEBRIS + 99.18 '" z02._ S 50'07'00" W ~ i¢ '50'07'00" E % I~ ', . DIRT CONC / '~L L ' ~'~- '.l j',,, ' .... /" ~ I . ~ . ~ '~s.3~ ~ / ~ RE~ ~I~NG BUI~ING, S~B, ~ I ~ ~ ~FOrINtS- ~ ~PU~C~ x ~MPS AND UNDERGRO~ ~ + 99.3~ + 98.35 ---_ [NC~DIN A . ~L~NG ~E~, SHRU~,' S~M~ ~D ~DE~RO~H x + INCLUDING ~ 0~8~[0 98.09 + *, :- ~ ~ UM~ OF C~ING GALV NAIL / ~ . , ~9.52~0~. .~" ... PARKING EXISTING BUSINESS PIN & CAP FND.. 0.3' WEST ~x.x~i 10' MAX. C. TO C. ~ PERSPECTIVE V1EW 36" MIN. FENCE POSq -- WOVEN WIRE PENCE IMIN. 1~ 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH FLOW COMPACTED SOIL EMBED RLTEB CLOTH SITE DEMOLITION PLAN SCALE: 1 "--20' EXISTING PAVEMENT ENTRANCE 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. HEIGHT OF RLTER = 16" MIN. Lc" MiN. GROUND SECTION WEW SILT FENCE STABUZE ENTIRE PILE WITH VEGETATION OR COVER~ INSTALLATION NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND :STABLE. 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. 3. UPON COMPLETION OF SOIL STOCKPIUNG EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STAB[UZED WiTH VEGETATION (OR COVERED. 4. SEE SILT PENCE DETAIL FOR INSTALLATION OF SILT PENCE. 2'X4" WOOD FRAME WITH GATE FABRIC II I SOIL STOCKPILING N.T.S. FILTER FABRIC DROP INLET PROTECTION N.T.S. MUNICIPAL TESTING LABORATORY, INC. 102 NEW SOUTH ROAD, HICKSVILLE NEW YORK, 11801 (516) 958-5107 DATE OF BORIC OVI~/OB LIGHT BROWN, MEDIUM TO COARSE SAND, TRACE GRAVEL, FEW SILTS AND ORGANICS (TOP FOOT) 5~ m 15'' ' 20'- 25' 28'' ' LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL LIGHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL UDHT BROWN MEDIUM TO COARSE SAND, TRACE GRAVEL DEPTH TO WATER: 13.5 SOIL BORING NO: B1 N ,T.S. DEMOLITION PLAN NOTES: 1. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED IMPROVEMENTS, ETC, 2. THE CONTRACTOR SHALL SAWCUT EXlSTINQ PAVEMENT ALONG THE DESIGNATED LINE WitH A STRAIGHT VERTICAL EDGE FREE FROM iRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT. 5,. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERLALS ARE REMOVED FROM SUBdECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AGENCY NOTIFICATIONS AS REQUIRED. 4,. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE ~ATERIAL. 5. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, CURBING,' PAVEMENT, FOOTINGS AND .UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL · BE REMOVED FROM THE SITE. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE BROUGHT TO THE ATrENTION OF THE ARCHITECT OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTUR~NCE. 6. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILRY OF FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND PROVIDE A SAFE WORK AREA. 7. THE CONTRACTOR SBALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFETY PROVISIONS WITHIN R.O.W. (I.E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTORS RESPONSIBILI1Y TO DETERMINE APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO PROTECT AND PROVIDE SAPEl7 TO THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED. 8. THE CONTRACTOR SHALL TA~E APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES, TNE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND PROCEDURES IN CONNECTION WITH TH8 WORK. STABILIZED C~ONSTRUCTION SPECIFICATIONS 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - NOT LESS THAN 50 F~ET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 80 FOOT MINIMUM LENGTH WOULO APPLY). 3. THICKNESS - NOT LESS THAN SiX (B) INCHES. 4. WIDTH - ~/ELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWEN~(-FOUR (24} FOOT IF SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - WILL BE pLACED OVER THE ENTIRE ASEA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TPACXIND OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBUC RIGNTS-OF-WAY MUST BE REMOVED IMMEOIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH PAIN. " SILT FENCE CONSTRUCTION SPECIFICATIONS WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE Ties OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U' ~YPE OR HARDWOOD. 2- FJJ_teR CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 3. WHEN llNO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THC( SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIlter X, MIRAFI IOOX, STABIUNKA T1AON, OR APPROVED EQDVAIFNT. ,C PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROPENCE, OR APPROVED EQUIVALENT. 5. RAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES' DEVELOP IN THE SILT PENCE. DEMOLITION NOTES; 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO ANY AGENCY AS REQUIRED FOR UT[LITe DISCONNECTIONS 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS SHALL CONFORM TO THE LATEST SUFFOLK COUNIY'S BEST MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR CONSTRUCTION RELATED ACTIVITIES. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE. CONSTRUCTION ACTMIY OR AS DIRECTED BY ARCHITECT. '- CONSTRUCTION SPECIFICATIONS I. FIlter FABRIC SHALL HAVE AN EOS Of 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO EUMINATE JOINTE. IF JOINTS ARE NEEDED THE'( WiLL BE OVERLAPPED TO THE NEXT STAKE. STAKE MATERIALS WILL BE STANDARD 2" x ¢" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH Of 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET B FEET APAST AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 5 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECDRELY FASTENED TO THE STAKES AND FRAME. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED ASOUND THE CREST OF THE FABRIC FOR OVER FLOW STABILFP(. MAXIMUM DRNNAGE AREA 1 ACRE THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WFrH NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF REMOVAL ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYtNG THE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF UTIUTIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE Site. ANY DISCREPANCIES BETINEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UT[LIlY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UT[LIlY COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 11. EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY ON-SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MA17ER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASH, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING B INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSllY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. 12. THE CONTRACTOR SHALL TAKE APPROPDATE MEASURES TO PROTECT ANY EXISTING HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND ACCESSIBLE AT ALL TIMES. 1& RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC. SHALL BE COORDINATED BY THE CONTRACTOR. TNE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIF~NG THEIR PRESENCE. M. TBE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING CONSTRUCTION AT HIS OWN EXPENSE. 'C 143 I CONSULTANTS: ~ I -- I PROPOSED BANK 3 LOTts: 33.2 I AVIK &MURRAY, LLP CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PR, PC Structural Engineers 70 East Old Country Road HJcksviDe, NY 11801 (516) 931-8282 Fax: (516) 981-8284 Website: www. kaape.com Email: eng@k~npe.com  HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REV. DATE DESCRIPTION 1 5-21-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from 5/15/09 3 9-28-09 ReWsed Drainage and Grading 4 12-07-09 Revised Per Planning B0ard 11-1~09 Comment CLIENT INFORMATION: ' JPiorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD /81 East Jedcho Turnpike, Mineola, NY/150'1-2032 30 W~st 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS Of SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROH[BITED. IDRAWINO TITLE: SITE DEMOLITION PLAN JDRAWN BY: I DATE: 2./02/10 CHECKED SY: SCALE: AS NOTED ~ ~81/~ FILE NAME~i 207100 DemoliBon I JRSNUMBER: 207100 I 07200 ~ AVE AVENUE SECTION: 143 BLOCK: 3 LOT: 33.2 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD · ~. BW BOITOM OF WALL AOBRESS: 10300 MAIN ROAD (N.Y.9. RT. 25) 2. TOWN OF SOUTHOLB PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN C8 CATCH BASIN OWNER: ROY SCHOENHAAR ] 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO CLF CHAIN UNK FENCE I i START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE .LLLLL~L~ ~ ~ ~ ~ ~ ~ /~~ ~ COEFF COEFFICIENT I 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. ~ CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WiTH TOWN SPECIFICATIONS. CONC CONCRETE 5. ALL CONSTRUCTION SHOULD CONFORM TO Ti~E REQUIREMENTS OF THE m ~ ~[ ~.~___.1 ~ % ~./-~ CB ~ APPUCANT: JOHN SORRENTI, JRS ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE. SECTION 143 I BLOCK: 3 LOTts: 33.2 I ¢ OR DIA. DIAMETER MINEOLA, NY 11501-2032 DMH DRAINAGE MANHOLE MUNICIPAUTY: TOWN OF SOUTHOLD AFTER CONSTRUCTION IS COMPLETED. CONSULTANTS: ~ -~95 // DC DROP CURB BUILDING USE: BANK 8. COORDINATE AND COMPLETE ALL UTILll7 RELOCATIONS. ALL UTILITIES TO 2 LLP °~' ''''-~ E EAST BE INSTALLED/RELOCATED BELOW GRADE. ~ ZONING DISTRICT: B SAVIK&MURRAY, EFF. EFFECTIVE 9. DAMAGED OR BROKER CURB MUST BE REPAIRED PRIOR TO THE , ,' J~ ,.;.! . - - - - - g,.2o+ -' ,, ~'~ ~ ,, ~ TO: 96.70 = T ' /\ ' \ ..4'1 II II I // ~ / ~-i,~,',~: /.. /,' ~~~-S/ IIIII I~ I //' PARKING ~, ~' ' "-~*~u'°~d', r',;~" ~~oos~__/i ..... J~.t~lpJT I I i i ~,, , ~z , ,~- 'W-------- -- -- x~t..[' / PROPOSEOOATCB N .)--.. ,, 'g"C:.': 't, B 97'20 --------. ' , Iltll I , . .. , , ¢ ¼.. .,., , ProPos cPP r00e l I t l\ IPROPi,SEDCNOREECURB'~YP)--,%:', ;_../ IAA -I %:.-.-_1, TC'G7 O: IL II g I,\ ": i - ~ 'F'%; ','~' /'~:>" ~f~ '":l ' .-- ~ ~. / I~/~T-,I. ,. \ ~.,' ; mt7) ~; ,~'>, I_.. 7'~- , -' ' ~ ' "~_. -. ~ ASONDONED WELL ',",', % &"k 7- sY. ' : "--'111/' '! ;l ' EXISTING ' *,' , ./~':/ ' I~'~ ~'1 ' PROPOSED, BUILDING~IOPY-~M *IIt/I g .,, , ,. ,. ,, ....... ', [11t11' , . · x ~/~ ~ .... ~ ',% ~/~ ~ ~z , ~:;~% / ; III II . I I~ ~ , ,¢/ ',K V, I ; lit I / .-' ~ ~// ~ o ~ ~ + ~ ~'~'~t~'~ P I1~ I---- .-' 2n~ ~, ~z~ ~ ol , ~.3~', / -__ ~ /Ill I ' I ~.w --- . _... . . // + o~l ~" ' '- ~ I'% ; ,I ~ LEGEND DESIGRAT~ON DESCR~PllON AVE AVENUE BC BO1TOM OF CURB BW BOITOM OF WALL BLVD BOULEVARD CB CATCH BASIN CLF CHAIN UNK FENCE COEFF COEFFICIENT CPP CORRUGATED POLYETHYLENE PIPE CONC CONCRETE DEP'T. DEPARTMENT ¢ OR DIA. DIAMETER D DRAINAGE DMH DRAINAGE MANHOLE DC DROP CURB E EAST EFF. EFFECTIVE EL. OR ELEV. ELEVATION ELEC ELECTRIC EMN ELECTRIC MANHOLE EX. EXISTING F.F. EL RRST FLOOR ELEVATION FT. FEET OR FOOT GA GAUG~-- GV i GAS VALVE GC ; GENERAL CONTRACTOR HP HIGHPOINT HYD HYDRANT INFO. INFORMATION INV. INVERT LB LEACHING BASIN LP LEACHING POOL L.P. LOW POINT MAX. MAXIMUM MIN, MINIMUM M.H. MANHOLE N NORl~ NA NOT APPUCABLE NO. NUMBER NTS NOT TO SCALE NYS NEW YORK STATE NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION OC ON CENTER OD OUTSIDE DIAMETER OHE OVERHEAD ELECTRIC PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENT PVC POLY VINYL CHLORIDE PSI POUNDS PER SQUARE INCH R RADIUS RCP REINFORCED CONCRETE PIPE RET RETAINING RD. ROAD REQ'D REQUIRED RTE ROUTE SMH SANITARY MANHOLE S SOUTH OR SANiTARY SF SQUARE FEET ST. STREET TMH TELEPHONE MANHOLE TSB TRAFFIC SIGNAL BOX TC TOP OF CURB TW TOP OF WALL TYP 77PICAL VOL VOLUME WM WATER METER ~ WATER VALVE W WEST PROPERTY INFORMATION SUFFOLK COUN17 TAX MAP NUMBER: SECTION: 143 BLOCK: 5 LOT: 33.2 ADDRESS: 10300 MAin ROAD (N.Y.S. RT. 25) MATrlTOCK, N.Y. 11952 OWNER: ROY SCHOENRAAR 330 EASTWOOD DRIVE CUTCHOGUE, NY 11935 APPUCANT: JOHN SORRENTI, dRS ARCHITECT, P.C. 181 EAST JERICHO TURNPIKE MINEOLA, NY 11501-2032 MUNICIPAUTY: TOWN OF SOUTHOLD BUILDING USE: BANK ZONING DISTRICT: B LOT SIZE: 49,262.82 S.F. / 1.131 ACRES FLOOR AREA: 4,253 S.F. SETBACKS: FRONT: 86' (100' REQ.) SIDE: 72.4' (25' REQ. BO' TOTAL) REAr: 117' (35' REQ.) item AMOUNT (SF) % TOTAL LOT AREA 49,262.82 100% BUILDING AREA (FOOTPRINT) 4.258 8.67% PAVEMENT AREA 24,880 49.49% LANDSCAPING AREA 201612.82 41.84% LOCATION MAP N.T.S. EL. OR ELEV. ELEVATION LOT SIZE: 49,262.82 S.F. / 1.131 ACRES INSTALLATION OF NEW SIDEWALK. ELEC ELECTRIC FLOOR AREA: 4,253 S.F. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT CONSULTING ENGINEERS EMN ELECTRIC MANHOLE 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR i F.F. EL RRST FLOOR ELEVATION FRONT: 86' (100' REQ.) N.Y.S.B.O.T. PRIOR TO CONSTRUCTION. FT. FEET OR FOOT SIDE: 72.( (25' REQ. 50' TOTAL) 12. ALL TRAFFIC CONTROL DEVICES, IL. SIGNALS, SIGNS, AND PAVEMENT GA GAUGe-- REAr: 117' (35' REO.) MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES KOUTSOUBIS, ALONSO GV i GAS VALVE OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS ASSOCIATES, PR, PC GC ; GENERAL CONTRACTOR item AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFE-P(. Structural EngineerG HP HIGRPOINT TOTAL LOT AREA 49,262.82 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL HYD HYDRANT BUILDING AREA (FOOTPRINT) 4.258 8.67% DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF 70 East Old Oountw Road INFO. INFORMATION SOUTHOLO, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF Hlok~ville, NYI1801 INV. INVERT PAVEMENT AREA 24,880 49.49% BEGINNING SUCH WORK ALONG A TOWN ROAD. (516) 931-8282 Fax: (516) 931-8284 LB LEACHING BASIN LANDSCAPING AREA 20~612.82 41.84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE Webslte: Www.kaape.com LP LEACHIN0 POOLLOCATION MAPTHERMOPLASTIC (SUFFOLK COUN'P(SPECIFICATIONS) UNLESS OTHERWISE Emil: eng@kaape.com L.P. LOW POINT NOTED ON PLAN. MAX. MAXIMUM n.T.S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION MIN. MINIMUM~~i:>~//'/~. ~ IN ACCORDANCE WITH AASHTO REQUIREMENTS.~_j_L_~L__""~ : ~' ~"~/-~ HRM ENGINEERING,PC M.H. MANHOLE "~ ENGINEERING CONSULTANT NA NOT APPLICABLE SURVEY NOTES NO. NUMBER NTS NOT TO SCALE NYS NEW YORK STATE ENGINEERING & LAND SURVEYING, P.C.. NYSDOT NEW YORK STATE 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. DEPARTMENT OF TRANSPORTATION B. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT OC ON CENTER TitLE REPORT MAY REVEAL. OD OUTSIDE DIAMETER OHE OVERHEAD ELECTRIC 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, PC POINT OF CURVATURE LOCATION i.~ X~~ FROM FILED DRAWINGS. AND FROM SURFACE EVIDENCE. UNDERGROUND PRC POINT OF REVERSE CURVATURE LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILlllES MAY PT POINT OF TANGEnt ~ "~"~"~ _ NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL PVC POLY VINYL CHLORIDE~ "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILll7 LOCATIONS MARKED ON THE GROUND. PSI POUNDS PER SQUARE INCH I~ ,:,,~:~:{'~i~.~i! 5. COUNIY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 14B, RCP REINFORCED CONCRETE PIPE BLOCK 3, LOT 33.2. RET RETAINING 6. PROPERly UNES, BEARINGS AND NORTH ARROW ARE BASED UPON CUENT RD. ROAD PROVIDED PROPERT~ SURVEY PREPARED BY JOHN C. EHLERS, DATED REQ'D REQUIRED 7/31/2007. SMH SANITARY MANHOLE DRAINAGE CALCULATIONS: s SOUTH OR SANiTARY SF SQUARE FEET ST. STREET ' ,' AREA I TMH TELEPHONE MANHOLE PAVED ARF.~ 12.900 S.F. x 2/12 x 1.0 = 2,150 CF TSB TRAFFIC SIGNAL BOX GRASS AREA: 4,469 S.F. x 2/12 x 0.3 = 224 CF TC TOP OF CURB TOTAL AREA: 2,374 CF/68.42 CF/VF (10'¢ POOL) = 34.7 VF REQ'D TW TOP OF WALL TYP 77PICAL PROVIDE: 5 - 10'~ POOLS X 8' EFF. DEPTH = 40 VF VOL VOLUME WM WATER METER ~ WATER VALVE AREA II W WEST PAVED AREA: 4,392 S.F. x 2/12 x 1.0 = 732 CF GRASS AREA: 3,254 S.F. x 2/12 x 0.5 = 163 CF TOTAL AREA: 895 CF/68.42 CF/VF (10'¢ POOL) = 13.1 VF REQ'D PROVIDE: 2 - 10'¢ POOLS X 8' EFF. DEPTH = 16 VF AREA III LEGEND RAVED AREA: 1,270 S.F. x 2/12 x 1.0 = 212 CF SYMBOL ROOF AREA: 2,655 S.F. x 2/I2 x 1.0 : 442 CF OOMMENTS: DESCRIPTION GRASS ARea: 750 S.F. x 2/12 x 0.3 = 58 CF EXISTING PROPOSED TOTAL AREA: 692 CF/68.42 CF/VF (10'¢ POOL) = 10.1 VF REQ'D DATE DESCRIPTION PROPERly LINE PROVIDE: 2 - 10'¢ POOLS X 6' EFF. DEPTH = 12 VF 2/22/10 ISSUED FOR BID EASEMENT UNEI I CONTOUR LINE ..... 99 99 BUILDING / / X / X / / F .....,/.. AREA IV BUILDING OVERHANG ...... PAVED AREA: 5.3¢8 S.F. x 2/12 x 1.0 = BI1 CF CURB (ALL lyPES) ROOF AREA: 2.558 S.F. x 2/12 x 1.0 = 427 CF GRASS AREA: 11.670 S.F. × 2/12 x 0.3 = 584 CF PAVEMENT STRIPE TOTAL ARB~ 1.902 CF/68.42 CF/VF (10'~ POOL) = 27.8 VF REQ'D EDGE OF CONCRETE PAVEMENT SAWCUT PROVIDE: 4 - 10'¢ POOLS X B' EFF. DEPTH = B2 VF TREE/VEGETATION UNE GUARDRAIL DRAINAGE TABLE REVISIONS & COMMENTS: FENCE ii ~ ~ ~ -' : :: ::'r REAL DATE DESCRIPTION DRAINAGE UNB D ....... . ....... BASIN RIM OR ~ INLET INV. DESCRIPTION GAS MAIN G- G NO. GRATE EL.u.,..~ TYPE 1 5-21-08 RE'VISED PER TOWN TELEPHONE LINE T COMMENTS DATED 4-11-08 OVERHEAD ELEC. LINE ---OHE--- LB.1 94.15 91.65 8' CURB ELECTRIC LINE E LB.2 93.75 91.25 8' CURB 2 7-1-09 Per Planning Dept Comments from 6/15/69 WATER MAIN W W LB.S 96.20 93.40 8' CURB 3 9-28-09 ReWsed0raMageand6rading SANITARY UNE S LB.4 96.10 93.30 i 8' CURB 4 12-07-09 Re~isedPerPlanningB0ard11-16-09Comment~ LB.5 95.80 93.30 ; 8' CURB ('6') LB.6 96.20 93.40 8' CURB PARKING STALL QUANTITY LB.7 96.50 93.50 8' CURB SPOT ELEVATION +~o 99.50x LB.8 96.95 94.45 i 6' CURB CONNECT ROOF DRAIN WATER Meter ~ ~ LB.9 96.60 94.55 6' CURB CLIENT INFORMATION: WATERuTiLlly VALVEpoLE ~ LB.IO 97.80I 94.00 8' CURB CONNECT ROOF DRAINPMorganChase : LB. 11 97.00194.508' CURB CONNECT ROOF DRAIN iLB.12 96.50 94.00 8' CUR8 FIRE HYDRANT ~ I LB.13 95.95 93.50 8' CURB DRAINAGE GRATE ~ I~ NEW BRANCH BANK SIGN , ~- -~- DRAINAGE NOTES: lO300 MAIN ROAD 1. ALL ORAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE 2. ALL ROOF PIPE TO BE B" C.P.P. UNLESS NOTED OTHERWISE MATTITUCK, NY 1 1 952 TREE ~ 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR i~~, i~'~l FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET TOWN OF SOUTHOLD DRAINAGE STRUCTURES ~ j~q,~ ) fRAME AND GRATE AT THE SLOPE OF THE PARKING LOT. SANITARY STRUCTURES~ ~ J R S A R C H I T E C T, P.C. 181 East Jericho Turnpike, Mineola, NY/1501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 GENERAL NOTES 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD SPECiFICATiONS AND STANDARDS. 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL CONSTRUCTION. 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SRALL BE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. 4. ALL LANDSCAPED AREAS IN ACCORDANCE WiTH TOWN SPECIFICATIONS. 5. ALL CONSTRUCTION SHOULD CONFORM TO lltE REQUIREMENTS OF THE STATE UNIFORM FIRE PREVENTION & BUILDING CODE. 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.I., 28-DAY STRENGTH. 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS AFTER CONSTRUCTION IS COMPLETED. 8. COORDINATE AND COMPLETE ALL UTILllY RELOCATIONS. ALL UTILITIES TO BE INSTALLED/RELOCATED BELOW GRADE. 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE INSTALLATION OF NEW SIDEWALK. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT 11. LOCATION AND GRADES FOR ALL CURDS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR N.Y.S.B.O.T. PRIOR TO CONSTRUCTION. 12. ALL TRAFFIC CONTROL DEVICES, IL. SIGNALS, SIGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFE-P(. 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES LAYOUT AND iNSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT RARNING STALLS SHALL BE THBRMOPLAST]C (SUFFOLK COUN'P( SPECIFICATIONS) UNLESS OTHERWISE NOTED ON PLAN. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH AASNTO REQUIREMENTS. SURVEY NOTES 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH ENGINEERING & LAND SURVEYING, P.C.. 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. B. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TitLE REPORT MAY REVEAL. 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLB DATA, FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILlllES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG' AT (800} 272-4480 AND HAVE ALL UTILll'( LOCATIONS MARKED ON THE GROUND. 5. COUNIY TAX ASSESSOR DESIGNAllON: TOWN OF SOUTHOLD-SECTION 14B, BLOCK 3, LOT S3.2. 6. PROPERLY UNES, BEARINGS ANO NORTH ARROW ARE BASED UPON CUENT PROVIDED PROPERTT SURVEY PREPARED BY JOHN C. EHLERS, DATED 7/31/2007. DRAINAGE CALCULATIONS: AREA I PAVED AREA: 12,900 S.F. x 2/12 x 1.0 = 2,150 CF GRASS AREA: ¢,48g S.F. x 2/12 x 0.3 = 224 CF TOTAL AREA: 2,374 CF/68.42 CF~/F (10'¢ FOOL) = B4.7 VF REQ~O PROVIDE: 5 - 10'~ POOLS X 8' EFF. DEPTH = 40 VF AREA II PAVED AREA: ¢~392 S.F. x 2/12 x 1.D = 732 CF GRASS AREA: 3,254 S.F. x 2/12 x 0.5 = 163 CF TOTAL AREA: 895 CF/68.42 CF/VF (10'¢ POOL) = 13.1 VF REQ'D PROVIOE: 2 - 10'¢ POOLS X 8' EFF. DEPTH = 16 VF AREA III PAVED AREA: 1,270 S.F. x 2/12 x 1.0 = 212 CF ROOF AREA: 2,655 S.F. x 2/I2 x 1.0 = 442 CF GRASS AREA: 7BO S.F. x 2/12 x O.B = B8 CF TOTAL AREA: 692 CF/6§.¢2 CF/VF (10'~ POOL) = 10.1 VF REQ'D PROVIDE: 2 - 10'~ POOLS X 6' EFF. DEPTH = 12 VF AREA IV PAVED AREA: 5,~¢8 S.F. x 2/12 x 1.0 = Bgl CF ROOF AREA: 2,558 S.F. x 2/12 x 1.0 = 427 CF GRASS AREA: 11,670 S.F. × 2/12 x 0.3 = 584 CF TOTAL AREA: 1,go2 CF/68.42 CF/VF (10'~ POOL) = 27.B VF REO'D PROVIDE: 4 - 10'¢ POOLS X 8' EFF. DEPTH = B2 VF DRAINAGE TABLE BASIN RIM OR ~ INLET INV. DESCRIPTION NO. GRATE EL."'"'~ TYPE LB.1 94.18 91.65 8' CURB LB.2 93.75 91.25 8' CURB LB.3 96.20 93.40 8' CURB LB.4 96.10 93.30 8' CURB LB.5 95.80 91~0 8' CURB LB.6 96.20 93.40 8' CURB LB.7 96.50 98.50 8' CURB LB.8 96.95 94.45 6' CURB CONNECT ROOF DRAIN LB.9 96.60 94.,35 6' CURB LB.IO 97.80 94.00 8' CURB CONNECT ROOF DRAIN LB. 11 97.00 94.50 8' CURB CONNECT ROOF DRAIN LB.12 96.50 94.00 8' CURB LB.13 95.95 93.50 8' CURB LEGEND SYUBOL DESCRIPTION EXISTING PROPOSED PROPERLY LINE EASEMENT UNE I I CONTOUR LINE ..... 99-- 99 BUILDING BUILDING OVERHANG CURB (ALL LYPES) PAVEMENT STRIPE EDGE OF CONCRETE PAVEMENT SAWCUT TREE/VEGETATION UNE ........... GUARDRAIL FENCE ii il II :~ .:' : :: :: DRAINAGE UNB D GAS MAIN G- G TELEPHONE LINE T OVERHEAD ELEC. LINE -OHE- ELECTRIC LINE E WATER MAIN W W SANITARY UNE S PARKING STALL QUANTITY SPOT ELEVATION +~0 99.50x WATER METER WATER VALVE UTILlLY POLE -O- FIRE HYDRANT DRAINAGE GRATE ~ I~ SIGN ~- -~- TREE DRAINAGE STRUCTURES S..RY STRUCTURE9 O® - ~- --,--- ~ 707 State Rood, Prlnceton, NJ 08540-1434 ' - , gg.s~185.75' I I ~ N''~O'07'O0" E ', + , / ~ x THESE DRAWINGS/~RE INSTRUMENTS OF SERVICE AND I x AS SuCH ARE THE PROPERTY OF JRS ARCHI'FECT, P.C. 102.02 / c~-'''15 II I + lO0.51 x I xx ANYINFRINGEMENTSORALTEPJ~TIONSBYOTHERS ~7'~n I + ~ 7~- ~ x ARE PROHIBITED, SITE GRADING AND DRAINAGE PLAN DPoAWINGTITLE: SCAL~: 1"=20'SITE GRADING AND DRAINAGE PI.AN )RAWN BY: DATE: 2/02/10 CHECKED BY: SCALE: AS NOTED  FILE NA.ME: 207100 Grading JRS NUMBER: 207100 07200 SHEET NUMBER: C2.01 hi Ld Z FIRE GRASS GRASS R=97.01 I I LANDBANKED PARKINO PARKING L~ ABONDONED WELL EXISTING BUSINESS POSSIBLE FUTURE CROSS ACCESS R=94.96 16' ~=10' UP/LP STOP LANE ARROWS (1YP.) I LANE ARROWS (TfP.) I I N49'56'OO'E 86.75' %%"~ASPHALT PAVEMENTs,,% 2~-' ACCESSIBLE -2 PROPOSED BANK ,$,253 S.F. F.F. EL 98.20 TRAVEUNG LANE STRIPING r~~ ,&~-/--STRIPING t -- : .q ~ ~J~ 11' __ _J -4" WHITE PARKING ~ ~ STALL STRIPING (TYP.) o=: ~ 10' 15' 24' LANDDANKED PARKING (14)--/ \ \ \ \ \ \ \ \ \ \ \ \ \ N S 50'OTO0" W N 50'07'00" E 185.75' 185.75' SITE ALIGNMENT AND STRIPING PLAN SCALE: 1"=20' N~I'05'00"E 20' 00'..~o~= .....~-J SIGN SHALL HAVE YELLOW BACKGROUND WITH BLACK LETTERING AS SHOWN, AND 1/2" MARGIN WITH 3/4" BORDER PEDESTRIAN CROSSWALK N.T.S. PARKING CALCULATIONS PARK~ -- -- DANK: 1 STALL PER 100 S.F. G.F.A. 4,200 S.F. / 100 S.F. / STALL = 42 STALLS TOTAL STALLS REQUIRED = 42 STALLS PARKING PROVIDED: STALLS (STANDARD) = 25 STALLS REQUIRED A.D.A STALLS (RESERVED) = 2 STALLS LANDBANKED STALLS = 15 STALLS TOTAL STALLS PROVIDED = 42 STALLS SIGN LEGEND 24" SIGN SHALL HAVE RED BACKGROUND WITH WHITE LEGEND, AND 3/¢" BORDER STOP SIGN N.T.S. HIGH LETTERS VARIES I' SOLID YELLOW LiNE FULL BARRIER SEE PLAN ~-SOLID WHITE LINE 10" TRAVELING LANE LANE ARROW PAVEMENT SYMBOL DETAILS N.T.S. 4"-D LETTER 5" 4"-D LETTER 24" SIGN SHALL NAVE RED BACKGROUND WITH WHITE LEGEND AND VARIABLE BORDER. DO NOT ENTER SIGN N.T.S. RESERVED PARKING SIGN WHITE ON BLUE BACKGROUND (WITH DOLLARDS SIGN POST) PARKING P4-6 NO PARKING SIGN RED ON WHITE BACKGROUND (W~TH IOLLARD SIG~N POST) NO PARKIN( ANY TIME P1-1 RESERVED PARKING SIGN WHITE ON BLUE BACKGROUND (WITH BOLLARD SIGN POST) PARKING P4-6 CONC. SIDEWALK 4" WiDE WHITE STRIFES LOCATE: AT EDGE OF PARKING SPACE UNLESS A]CCOMPANIED BY "VAN" LETTERING ACCESSIIBLE PARKING SYMBOL N.T.S. '"STANDARD STALL ' 24'-0" RESERVED STALL RESERVED BLUE STRIPES 45' BLUE STRIPES, 5'-0" O.C. INTERNATIONAL SYMBOL FOR ACCESSIBILII'f SEE CIVIL NOTES, THIS SHEET PARKINGSTALLAND RAMP DETAIL N.T.S. 143 CONSULTANTS: ~-- -- --- PROPOS~ED BANK LOTts: 33.2 ISAVIK &MURRAY, LLP~ CONSULTING ENGINEERS JJ KOUTSOUBIS, ALONSO ASSOCIATES, PE, PO Structural Engineem 70 East Old Oounlry Road (516) 931-8282 Fex: (516) 931-8284 Website: www.kaape,com Emalh eng@kaape.com  HRMENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 6-10-08 REVISED PER nysdot COMMENTS DATED 5-27-08 3 7-1-09 Per Planning Dept Comments from 5/15/09 4 12-07-09 Re, Ased Per Planning Board 11~16-09 Comments CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jericho Turnpike, Mineola, NY 1.1.501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, N108540-14,'t4 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: SITE ALIGNMENT AND STRIPING PLAN DRAWN BY: J DATE: 2/02/10 CHECKED BY: J SCALE: AS NOTED IJRSNUMBE~: 207100 J I o~oo I Iai BRONZE LOCKING DEVICE W/ KEY WRENCH F/RE PROPOSED /; PROPOSED RPZ/IN HOT BOXy. WM 0 GRASS' / ~ G R=9¢101 / PARN]NG ABONDONED WELL i EXISTING BUSINESS GRASS FUTURE · _ ~./~'.~20' ,. EXPANSION ~-~POOL LP A 1-1/2" LETTERS TOP OF FRAME / , UTILI~( POLE PROPOSED 8'¢ X 4' EFF ?EF~H LEACHING/POOL- LP PROPOSED UNDERGROUND GAS SERVICE yPROPOSED WATER SERWCE UP/LP N49'56'OO"E 86.75' I UNDERGROUND ELECTRICAL SERVICE 8'~ X 6' EFF. DEPI~ LEACHING-POOL ._P~POSED,,BANK , -' 4,253 S.F. / f.f. EL. 98~.20 ' -- B'~ X 6' EFT. DEPTH SEPllC TANK TRAP 'PROPOSED SANITARY SYSTEM. ~, SEE PROFILES AND DETAILS FOR, PIPE I ',-J. AND STRUCTURE SIZES, THIS SHEET'. /- 185.75' 185-75 A 2 PENETRATING PICK HOLES 180' APART CAST DATE IN UNDERSIDE OF COVER f7-1/8" 8/6"I ,./, t 5-1/8" 28-3/6" 27-1/2" 27-1/6" 26" 25-8/6" '. SECTION A-A COVER DETAIL N.T,S, iNLET MiN. 4' 3' MIN. ABOVE GROUNDWATER TO BE CLEAN SAND & 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND ~ GRAVEL IRON FRAME AND LOCKING COVER GRADE PRECAST TRAFFIC BEARING TOP SLAB SANITARY RINGS (l~P) MATERIAL TO CONSIST OF COARSE SAND AND GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL N.T.S. PROPOSED BANK F.F. EL. 98.20 SEPTIC TANK RIM: 97.23 INV IN: 94.84 INV OUT: 94.34 OIA: 8' CR'NVOiOoLI INV IN: ;RAOE PROPOSED BUILDING 1NV. HOUSE TRAP 8 LF @ 2.00% 4"¢ PVC SDR 85 8 LF @ 1.00% 4"¢ PVC SDR 35 EL 88.26 3' MIN. TO GROUNDWATER EL 84.00 (HIGHEST EXPECTED 84.704.) ~ FINISHED SOLID RINGS AS REQUIRED TO BRING SEPTIC TANK TO GRADE AS PER S.C.D.H.S. DU~Pr' CAST IRON FRAME AND LOCKING COVER TO GRADE MINIMUM TRAFFIC BEARING SLAB MiN 4" DIA CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/4"-1 INLET ]UTLET 4" DIA. CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/8"-1' SECTION S.C.D.H.S. ~,200 GALLON N.T.S. .I SEPTIC TANK ALLOWABLE SANITARY FLOW GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SffE: 600 GPD/ACBE (600 OPD/ACRE) X (1.131 ACRES) = 678.6 OPD ALLOWABLE FLOW FOR PROPOSED BUILDING: BUILDING USE: BANK (NON-MEDICAL) 4,253 S.F. OFFICE X 0.06 GPD/SF = 255.18 GAL. SELVAGE DISPOSAL SYSTEM DESIGN PROPOSED SYSTEM SEPTIC TANK: REQUIRED: 255 GPD X 2 DAYS PROVIDED: (1) 8'¢ X 4' EFFECTIVE DEPTH LEACHING POOLS: REQUIRED: PROVIDED: FUTURE: NOTE: NO WELLS WITHIN = 510 GPD = 1,200 GPD 255 GPD/1.5 GPD/SF = 170 SF (2) 8'¢ X 6' EFFECTIVE DEPTH = 600 SF (1) 8'¢ X 6' EFFECTIVE DEPTH = 150 SF 150' OF PROPER}Y SITE UTILITY PLAN SCALE: 1"=20' SANITARY SYSTEM PROFILE N.T.S. 143 PROPOG~ED BANK LOT{s: 33.2 CONSULTANTS: ISAVIK &MURRAY, LLP~ CONSULTING ENGINEERS Ii KOUTSOUBIS, ALONSO ASSOCIATES, PE, PO Structural Engineers 70 East Cid Country Road Hioksville, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Website: www.b~pe.com EmaB: eng@kaape.com HRM ENGINEERING,PO ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 7-1/09 P~ Pie~ning Dept Comments from 5/15/09 3 9-28-09 Revised Dral~ge and Grading 4 12-07-09 Revised Per Planning Board t t-t6-09 Comments CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD III JRS ARCHITECT, P.C. I ~81East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 707 State Road, Princeton, NJ 0854~1434 THESE DRAWINGS ARE INSTRUMENTS Of SERVICE AND AS SUCH ARE THE PROPERTY OF JRS,ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. FILE NAME: 207100 Utility IJRSNUMBER: 207019 i BASIN OFFSET MEASURED TO MIDDLE OF THE FRONT FACE OF THE CURS A CURB ROUND GRATE OFFSET MEASURED TO THE CENTER OF THE ROUND GRATE A 2-#5 GARS BARS AT PLAN 2-#5 CARS -- 2'-8" LONG AT 3" C.-C. 3" MIN.] /~PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 1184A, OR EQUAL / 8" REI IFORCI : BEARING SLAB TO ~/!~~ CARRY H-20 LOAD WITH AN OFFSET OPENING - 1" DOVER ~ CPP TYP. BETWEEN SASINS) UNLESS O(~HERWISE NOTED -- C U -- FABRIC, ~:~ ~:~ .... ~ = MIRAFI 14,0 AROUND ~ = = .... == =m ENTIRE CIRCUMFERENCE zu~ OF L~CHING BASIN SECTION A-A Ls, MIN. ABOVE GROUND WATER LEACHING BASIN TOP SLAB AND FRAME & GRATE N.T.S. 8" CONC. SLAB 4000 LB. 28 DAY STRENGTH DUMPSTER PAD FENCE NOTES: ALL FENCE FABRIC SHALL BE BLACK PVC VINYL COATED, CLASS 2B, 6 GAUGE F1NISH WITH 9 GAUGE CORE. ALL POSTS AND HARDWARE SHALL BE SLACK PVC VINYL COATED TO CREATE A COMPLETE VINYL SYSTEM t FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (~PICAL ENTIRE DUMPSTER ENCLOSURE) 6"x6" W2.9xW2.9 WIRE MESH WITH 3" COVER -- DUMPSTER PAD CHAIN g~NK FENCE SEE FENCE NOTES, (TYPICAL ALL 4, SIDES) POURED CONCRETE COMPACTED GRANULAR SEOTION 10' SEE CIVIL NOTES, THIS SHEET DUMPSTER PAD DETAIL N.T.S. 5/16"¢ GALV NUTS & GALV. STEEL CHANNEL APPROXIMATE REFER TO PLANS SIZE. NOTES: 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL SIGNS EXCEPT FOR INFORMATIONAL SIGNS. 2. ALL HAR~}WARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N.Y.S.D.O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. SAR CONTINUOUS, EXCEPT AT JOINT 1/4" R~ TYPE CF RA NYSDOT TOP COURSE TYPE 3 RA NYSDOT BINDER COURSE DENSE GRADED AGGREGATE SEE CIVIL NOTES, THIS SHEET CONCRETE CURB/PAVEMENT SECTION CIVIL DETAILS 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. ~ 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. CONCRETE CURBS TO CURE A MINIMUM OF 14` DAYS PRIOR TO ROADWAY PAVING. 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY PER AASHTO T-gg 5. ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP-SAFE" PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER 6. ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM PREVENT]ON, BUILDING CODE AND ICC/ANSI A117.1 STANDARDS. t , F3/4" u U~ PAVEMENT - SIDEWALK ? 4'-0" ' !" SIDEWALK ~ t.. .... ·" 5' MIN., JOINT EVERY 4' SEE DETAIL "B" DETAIL "A" SEE DETAIL PLAN SECTION A-A FULL WIDTH OF w MAX. DESIRABLE CONCRETE CURB RAMP OPENING 6" COMPACTED GRANULAR SUBGRADE ~/ I r--J.OINT SEALER. ,, I --ilh-~/B"t F1/~' ':"';i"";: b 1/2"xB-3/4" LB. PREMOULDEB EXPANSION JOINT DETAIL "B" SEE CIVIL NOTES, THIS SHEET SECTION A--A CONCRETE SIDEWALK DETAILS N.T.S. LINSTALL "STER-SAFE" PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER, (TYPICAL ALL HANDICAP RAMPS) JOINT PAVEMENT SURFACE-- SEE CIVIL NOTES, THIS SHEET SIDEWALK RAMP DETAILS N.T.S. CONSULTANTS: ISAVIK &MURRAY, LLP CONSULTING ENGINEERS KOUTSOUBIS, ALONSO A$SOOIATE8, PE, PO StruCtursl Engineers 70 East Old Oountry Road HickBvllle, NY 1180] (S18) 981-8A82 Fax: (~18) 981-82~ Website: www. Paaape.com Ematl: eng@kaape.com  HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PER TOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from 5/15/09 CLIENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS.ARCHITECT, P.C. /81 East Jermho Turnpike Mlneola NY 1/501-2032 30 West 24th Street 3rd Floor New York NY 10010 707 State Road Princeton NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWINGTITLE: CIVIL DETAILS FILE NAME: 2071 O0 Detai[s aRS NUMBER: 207100 07200 SHEETc5=01NUMBER: KEY PLAN: GRASS G / u GRASS WM~'~ R=97,01 c~® R=99,J8 PARKING WELL CAF PARKING PIN & FND. O.Y FIRE CB R=95.9 R=94 96 UTILITY POLE 12-C.M CB ! N4~'36'00"[ 86.75' 12-TH DO-JD 2-~-TH 8-HH 8-HH , I-TC, ~ 18-HH PROPOSED BANK 4,200 S.F. F.F. EL. 98.20 D-AC,- 2~-TF "~ASPHA 4-TC, HH PAVEMENT~%,~ BUSINESS ~A, HIRE - TINISTED AND LEFT LOOSE 2 Tli'dES BALL CEDAR STAKES - DRIVE AT ANSLt~ AND DRAIN VERTICAL TREE INRAP - ONLY INHERE RE<:2UIRED BY LAND. ARCH. 4" DEEP SHREDDED BARK, MULCH LEVEL AS IN NURSERY ~" SAUCER REMOVE TOP I/3 OF BURLAP AND ALL INIRE AND NON- BIODE~P-.ADABLE MATERIAL TOPSOIL BACKFILL, ~IN. HOLE F LANTIN® E:)ETAI L LANDSCAPE :PE~-.CENT,~GE ~f~EA OF PI~OPEF~.T¥ : 4~3,263 BF. I®®% ,~F~EA OF PAVING / CONC. : 23,8~5 $.F. 48.5% 143 -- PROPOSED BANK LOTts: 33.2 --~" DEEP SHREDDED BARK MULCH TOP I/D OF BURLAP AND ALL INIRE AND NON- BIOPESRADABLE MATERIALS TOPSOIL BACKFILL - MIN. OF 50% OF SOIL TAKEN FROM HOLE $ 2 TIME5 BALL DIA. -- COMPACTED SOIL PED~=STAL SHRUB PLANTING E)ETAIL 12 GA. HIRE TA[STED AND LEFT LOOSE AN~LE AND DRAH VERTICAL MULCH OF ROOT BALLTO BE SAME LEVEL AS IN NURSER"" EME '.®P-.EEN TP-.EE I/~ OF BURLAP AND ALL HIRE AND NON- BIODEGRADABLE MATERIAL BACK, PILL - MINIMUM OP 50% OF SOIL TAKEN FROM HOLE PEDESTAL PLANTIN® DETAIL PLANTIN® NOTES I. ALL PLANT HATERIAL5 TO BE OF HIGHEST ~LIALIT~ NURSERY SROAN STOCK. 2. REFER TO EN¢INEERIN¢ DRAININ¢5 P~IO~ TO ANT EXCAVATION FO~ LOCATION OONT~CTO~ ~ALL NOTIFY LANDSCAPE A~OHITBOT 3. ALL PLANT PIT~ TO BE BACK PILLED ~ITH TOPSOIL BLENDED ~ITH 0-20-0 FE~TILIZE~ AT THE ~AT[ OF 5 POUNDS PE~ 4. ALL T~EE PITS AND SHRUB BEDS TO BE MULCHED HITH 4" DEEP FRESH ~ILLED B. ALL T~EE5 TO BE PLANTED AND STAKED A5 PER DETAIL. 8. ALL PLANT MATERIAL5 TO BE ~UA~NTE~D FO~ A PERIOD PLANTINg. ~. IF ANY DISCREPANCY EXIST5 BET~BEN THE PLAN AND PLANT LIST, THE PLAN ~HALL ALL PLANT ~AT~IAL5 A~ TO ~E MA~NTAIN~ ~ITH PERTILIZB~ AND OTHB~ ~E~UI~ ~ATERI~5 TO MAINTAIN A NEAT AND HBALTH~ CONSULTANTS: ISAVIK& MURRAY, LLP~ CONSULTING ENGINEERS KOUTSOUBIS, ALONSO ASSOCIATES, PE, PO Structural Engineers 70 East Old Country Road Hicksville, NY 11901 (516) 931-8282 Fax: (519} 931-8284 Webslte: V~NW.kaape.com Emali: eng@k~ape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jedcho Tumplke, Sub WILLIAM (BLTDDY) JOHNSON LANDSCAPE ARCHITECT 555 MEADOW CT. UNITll SOUTHOLD, NEW YORK 11971 PHONE. 631-765-1793 FA~6 631-765-1839 IAVIK& MURRAY, LLP~ CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 2/02/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 6-10-08 REVISED PER nysdot COMMENTS DATED 5-27-08 3 7-1-09 Per Planning Copt Comments f~m 511 4 12-07-09 ReSsed Per Planning Board 11-16-0g C0mmenf~ CLIENT INFORMATION: Xx Xx kx DR,P,RR, AT,ON,STOBE,NSTALLED HER POSS'BLE. AL''RR' AT'O CO'PONENTSA"' JPMorganChase % ~ IO. ALL PLANT5 HHIOH PIE O~ BEOO~E DISEASED 5HALL BE gEPLAGEO ET THE NEW B~NCH BANK PLANT LIST TOWN OF SO.HOLD 118 IHH HEH~OOALLI5 HAPPY RE~RN5 HAP~ ~RN5 DAYLILY I ~L. POT~ PULL AN~ DENSE 20 I0 ILEx O~NATA ¢ON~ OON~X L~AF dAP. HOLL~ 24-B0 ~PD. FUbL AN~ PLAN ' 4I I~ ILEX SLAERA INKDE~RT 24-,O" HT. PULL AN, DENSE ~ :TH I T~U5 MEDIA HA~IEL~I HA~IELD ~EH 21~-~' HT. ~ULL AND / ~ GROUND I / ~ '~ I ' D 'l SURFACE ~ ~ ~ ~ (SEE NOTE 3)~ ~ . ~ ~ ~ (SEE NOTE 2)~ ~/~ ~ I / ~ '~ ~ ~ ~ ~ S~NT / ~ (SEE NOTE 3)~/ ~ ~ .x~ ~ ~ ~ '~ = ~ ~ .... ~ ~ I i PROPO~D BANK 25 30' MAIN ROAD i ~ ~~,. WHIT[ SOUD UNE / ..% '% X SAVIK&MURRAY, LLP PROPOSED CONCR~E SID~ALK BE~ ~I~ING CURBN~ ~ NN NN WORD PAVEMENT ~RKING  /- N~DOT ~ 608.0105 ~ N , , N ~DOUBLE ~LLOW SOUD LINES CONSULTING ENGINEERS ANY ~ ~h r'~?~ ~'~1~11~...,..:.,,~;.',,'~"2~ ~ 0704INSTAL~TION D~AIL IN ~ ~ / ~ r.~, / ~ x / · x~' ~ ~SSO A88001ATES, PE, PO ~ ~ ~EXISTING"MA~ITCKMOTEL" SIGN ~/~YIqTINCTRFK~ /f~ ~ NX 5'J ~)~ ~INST~LS~AND~PR.O.W.~RKERSATPROPER~ ~RTH OR SWAMP 8tmotumlEngmnee~ ~ ~ ~ / ............ n~ r ~ J(,/ ~ ~ RO~WAY RESTO~ON ~ ~ CORNERS ~ONO ~ RTE. 25 (~P. OF 3) M~KERS TO BE N T.S. 70 East Old Oount~ Road ~ ~XISTIflG UT[LI~ POLE ' ~,;, /'~ IN CONFOR~NCE W~ N~DOT ~ANDARD SHED M625-1Rl. ~ INSTALL SIDW~ ~PS (~PIOAL OF 3) ~ '~]) ,' ~X SEE O~NL, THIS SHE~. Hic~lle, NYl1801 J NYSDOT ~M 60B.0105 ~ ~f,c~ / ~ Webslte: ~.~e.oom / ~;~'7~ j J ~PROPOSED CON~R~ CURD - ~SDOT EEM 609.0~010510 Email: eng~pe.oom I J?./~,-;. ] ~ / PROPOSED CONCR~E SID~A~ - N~DOT IEM 608.0105 j,O 40- 50 mm, i N.Y.S. ROUTE 25A EXISTING TAPERED RECESS 20 mm' --F----~ ~ Mln.l.,4'oJ'~hoTump~e'su"e20'N. Yoml STRIPING P~N .,,. om T,*~AT~ W,T, ¢ ~ ~ SIGNAGE AND OR WITHOUT TAPER ~ 1"=20' '-- -- I * 3'-8" 6'-7' ~' h MPT NOTES: STEEL PIN AND CAP VARieS ~'-~" - -- ~ LOW ~ 2. NO ~NE CLOSINGS ARE PERMI~ED ON WEEKENDS OR HOLIDAYS. N.T.S. LINE ~ --- 3. NIGH~IME ~NE CLOSINGS WILL NOT BE PERMI~ED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT INSPECTOR r ~ 4 ALL ~NE CLOSINGS SHALL CONFORM TO THE NYSDOT MUTCD ~ 1'-8"- SPECIFICATIONS AND DgAILS. ~'II' SEE P~N 'l ' N~W YORK STATE DEPARTMENT OF TRANSPORTATION ~'~LINE 10'~- ~ ~ ~GENERAL CONSTRUCTION NOTES: ~1'-5" 2'-8" V-5" 1. THE GENERAL CONTRACTOR TO CLaN EXISTING D~INAGE BASINS ~ AgONG AND IMMEDIATELY ADJACENT TO NY ROUTE 25 SITE FRONTAGE AT THE COMPL~ION OF CONSTRUCTION. ~ ~ 2. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. PAVEMENT SYMBOL DETAILS N.T.S. ~ ~0 ~~ DATE DESCRIPTION F q ~ Fi ~ n I~. N22/~0 18SUED FOR BID ~1" ~ ,,. ~. 1/2" PRE~OLSEB BITUMINOUS JOINT F~LLER SHALL BE P~CEB ~ REV. DATE DESCRIPTION , .,' IN JOINTS AT 20' TO 25' INTERVALS ALONG THE LENGTH OF 50 ~ ~ - THE CURB; WHERE C~RB ABUTB ~RAINAGE CASTINGS, AND AT / ~ ~ I 6-10-08 REVISED PER NYSDOT ,,. ALL PC'S AND PT'S; AS ORDERED BY THE ENGINEER ~ COMMENTS DATED 5-27-08 " --- ~ 2 THE END OF THE CURB NOT ABUSING EXISTING CURB SHALL2 7-1-09 ~rP~nntngDeptC~mn~m~l~ I I gow z ,o ,N LOCAT,ONS .AC,N T,AmO. ITEM 609,0401051M CONCRETE CUEB ~PE VF-150 CENTEE TUEN ~NE CLOSED - ON A THEEE ~NE, ~0 WAY EOAD JPMomanChase NEW B~NCH BANK SYMBOL LEGEND I 0300 MAIN ROAD ~0~ ?~[~ S~O~I 08 "'" TRA~LER (SHOWN FACING DOWN) ~ TOWN OF SOUTHOLD ~ DIRECTION OF TRAFFIC r~ I ~ f ' I EX~S~,~ * C,A,,EUZ~ ~C~ j I J R 8 A R 0 H I T E C T, P.C. ' ROABWAY I ~ SIGN (SHOWN FACING LE~) ~ o 30 W~t 24th Street, 3~ Floor, New York, NY 10010 TACK COAT TO BE INSTALLED B~EEN ~ WPE I~1 BARRICADE / 707 S~te Rood, Pdn~ton, ~ 0854~1~4 1/¢ PERFOOT,¢H,: ~ WORK SPACE ~-¢;;- ~ ~ +' ~ ' * ~4" TOPSOIL ~ SE~DING .... MA~N ROAD ~ ~ ~ ~ ~ ..~ ITEM 613.0101, 6100203 ~ ~., ,. ~CONCR~E CURB ~PE VF-150 ~ j ARE PROHIBITED. FoRPROVIDE 1' OF OVERCUTiTEMFULLTOP DEPTHCOURSE0403 0903SAW ASPHALT ~CUT j/l/ ~ ~ ~-~" ASPHALT CONCR~E TOP CO"RSE ITEM 402.098501M · 402.098511MX%%~X%~X 62-~"" ASPHALTASPHALTcoNCR~ECONCR~EBAsEBINDERBoURsECOURSEp~cEDITEM 'N402'198901M ~ 402.198911M /' / L~ ~:: =°~" N,Y.S.D.O.T P~N, NOTES AND DETAILS ~~0 LI~S OF APPROXIMATELY 3" EAOH ITEM ~02.578901M A 402.378911MD~ BY: DA~: ~0~10 ~ 6" SUBBASE COURSE ITEM ~04.11 OHEO~BBY: SCALE: A8 NOTED WORK ALONG SIDE OF TWO-~NE, TWO-WAY ROADWAY WITH WIDTH ROADWAY EESTOEAIION D~AIL AVAI~BLE FOE TWO-WAY TRAFFIC ~ ~.I.S~ ~.I.S. ~aa uu~e~: 207~00 f~ESPONSI~IL IT¥ ITEM FURNISHED/ FURNISHED/ FURNISHED COORDINATED NSTALLED BY '4STALLED BY BY OWNER/ BY GENERAL OWNER'S GENERAL NSTALLED BY CONTRACTOR EQUIPMENT CONTRACTOR GENERAL CONTRACTOR (CC) CONTRACTOR NOTE: THIS LAYOUT IS BASED ON DIEBOLD OPTEVA 750 DRIVE-UPI ISLAND ATM. VERIFY LAYOUT WITH FINAL BANK APPROVED MANF'RS DRAWINGS BEFORE CONSTRUCTION DETAIL 5/A~ LINE OF ATM UNIT- C.C. CAULK AROUND BASE AFTER INSTALLATION SEE PLAN FOR LOCATIONS HOLD STEEL PIPES SEE DETAILS. PIT BOX OPENING IN SLAB, 8" DEEP, 14" W x 18.5" L. ISLAND SLAB ~ 54" TALL ~ BOLLARDS - SE-E-- ~- -- - DET 5-A5 SEE DET. 5/A5 FOR TYPICAL P LAN ISLAND & BOLLARD ~ / INFO ,....% -WIREWAY CHANNEL FROM TOPPER 2' DEEP INSTALL 2'x4"x2" WEATHERPROOF WIRE dUNCTION BOX FLUSH W1TH TOP OF PAD ATM IS SET G.C, IS TO FILL ANY EXPOSED WIRING TRENCH, WATER TIGHT SEAL iS REQUIRED, SEE BANK NOTE EQUIP. SHOP DWGS FOR ADDITIONAL BOLTS, CONDUITS ETC. pROViDED ~¥ C. HASE. coNTf~.ACTOR TO .~/ U GRA~S R=9701 o V? R=99 38 ~/~ ELL C~,P 8USINE%S SEE LI~NTIN~ DETAIL5, 4,200 FF. EL. __5 / / B( ;LLARD PLAN ,ALL 51~NA~E DY OTFIE~5 AND FILED UNDEr. A 5EP`At~TE APPLICATION S E CTI ON ~'-~" oo.,=~,o','E=, SU~..,,.=E NOU,~E Tt~.AP DETAIL (S) DRIYE LiP A'I'M 15LAND DETAIL6 ~u~, 8C,~.E, N.Y.C. 5CNEDULE )~ITE L IC~NTIN~ ~CALE: NT5 CONTP. C, CTOR 8MALL VERIFY ~OIL EsEARINQ CAPACITY PRIOR TO INSTALLATION. FOUNDATION IDE~IQN 16 CONCRETE ~:z REFER TO EN~INEERIN~ IDt~AILIIN~ FOR ADDITIONAL [NFO~IATION. ~h'N~OL L 57 ITEM DESCRIPTION LIGHT DA~K. 5KY COMPLIANT POLE, VXS-I]~-Np-,o-AP-E~TEL~ DA~"-,. ~Y COMPLIANT ~o~, COMPLIANT NECK LIGNTINQ pORTFOLIO COOPER LIQHTIN~ C~- -42 =E=~I~,I=UJ-I-~= COHPACT FLBO~CENT ~ LI~NTIN~ O" Dla LOGIC 5N-O-IIJHP-3~-E 5~ " P~OJEGTION F~OM ~ALL ~OLO~ 5HALL BE UJNITE I NOTE: 51~N,4~E WNDE~ 5EPA~,TE PEt~J'IlT I TEMPOrArY Pt~OJECT 51C.=N PLAN 5CALE~ N.T~. ONASE ~LLIE O, ,.OUND CO n G~A¥ LETTE~5 ?0W H. Lidng, visit chase'c°m/careers IJ/ dh/ LETTE~ / ~h E~LWE J LOgO TEMPOf~A~Y P~OJECT &I~N ELEYA,TION 5CALE:N.T.O. COO;~. FINAL LOCATION ON 51TE m/ Ogt~NER [ I TEMPOt~&~¥ P~OJECT 5IC=N ELEV'ATION ~CALE:N.T~. KEY P LAN SECTION:' 143 3 LOTIs. 33.2 CONSULTANTS: ISAVIK &: MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineera 70 East Old Country Road Hicksville, NY 11801 (51 6) 931-8282 Fax: (51 6) 931-8284 Website: www.kaape.com Emall: eng@kaape.com HRMENGINEERING,PC ENGINEERING CONSULTANT 450 Jericho Turnpike, Su~e 206 M[neola, New York 11601 COMMENTS' DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS' REV. DATE DESCRIPTION 1 2/22/10 Reduced number of site liflhts by 3 CLIENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. East.lerlcho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, bi 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JR$ ARCHITECT, P,C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, DRAWING TITLE: ARCHITECTURAL SITE LIGHTING PLAN DRAWN BY: KRG IDATE' 2J2210 KRG I SCALE. AS NOTED JRS NUMBER. 07200 I I [ 4'-0 1/2" / / / \ \ \ b OF A~'1 ROOM AND THROUGH UJALL INTO CEILING AE~OYE MAIN ~PACE-SEE MECH. SHTS. PLAN AT PLATF_,O, f;.'M AE~O'VIE ATM I~OOM ~..4/..~, I/4'-1-~" 3LA"r~ol~'f OVER TM ROOM BELOLU SEE PLUMBING (~ C J- I ~6'-1 I/4" ~I'5 114" ~IEN 1/2" I~'-I 172" )OLU UNIT WINDOW UNIT WrNDOW UNIT TYP. = FILE ROOM % 12ii.&'i DATA 514" FT~q pRINTER IH2 I 114" TELLER LINE 5'-I 112" 4 112' HOLD LOBBY 4~'-I~ 314" 11~4 I I ABOVE I I I I BJII LINE OF ROOF UJINDOIU UNit I/2" &D'-4" L I I I ~'~'-I 114" I ~_ ~ FIt~ST FLOOR N CONSTRUCTION PLAN ~ALE, 114"'1 '¢' CONSTt ,UCTION LEGEND PROPOSED GYPSUM BOARD pARTITION PROPOSED LOW HEIGWT GYPSUM BOARD pARTITION pROposED BRIC~ PARTITION I1 O.E. DOOR pROpOSED GLAZING CONST LJC. T ION NOTEB: I. P,~:PER TO TS-I FOR ADDITIONAL INFORMATION AND LEGEND6. 2. REFER TO ENGINEERING DP.,~LUINGS AND 5pECIFICATr~N5 FO~ ADDITIONAL [NFO~ATI~N. 3. ~NE~ NE~ CON,TaCT[ON ALIGN~ ~lTN EXISTING CON5T~CTION, ALIGN ~T~D T~C~ ~lTN EXrSTING FINISHED 5U~ACE AND CONTINUOUS NE~ LAYER ~ GYPSUM ~OA~ OVE~ FACE OF EXrSTIN~ CONBT~CTION. TNf5 NOTE DOE~ NOT APPLY TO C~ p~TITI~5. 4. CONT~CTO~ 6HALL NOTIFY A~CNITECT U~ON COMPLETI~ PARTITION LA~OUT CHALK LINE~. NO STUD5 OR T~C~ 5HALL ~E INSTALLED ~[ThO~T THE App~OVAL ~ THE A~CN~TECT. 5. ALL ~ILDING pA~T[TI~N~ THAT AB~T A EXTE~O~ ~IHETE~ ~LD~NG H~LL[~N SHALL TE~INATE ~lTN A ,ij. BEAD. DO NOT ATTACH, TAPE, AND 5pAC~E GTPSUH ~OA~ PA~TITION TO PE~IHETE~ ALL PARTITION5 THAT A~T THE ~UILDING C~ ~ALL~ 5hALL TE~NATED ~lTh A FULL ~E~ GA~ET. DO NOT 5ECU~ STUD CONT~CTOR ~HALL Fl~ 5TOP D~CT, P~PE, AND ALL ~ENET~TI~N~, fLOOR AND CEILI~, NE~ AND EXI~TI~ ~lTH APPRO~D ~ATE~IAL TO p~OVIDE 2 hO~ ~ ~TING. SEE ENGINEERING D~iNG5 FOR LOCATIONS ~ NE~ ~ENET~TION~, ~. P~O~IDE p~OpER ~LOC~ING IN STUD ~ALL5 ~NE~ FIXT~E~, DEVICE6, O~ E~UI~ENT A~ TO ~E HOUNTED. ALL ~D TO ~E FI~E ~ESI~TANT T~ATED. COO~INATE ~lT~ ARCHITECT, I~, ~1~ ALL DIHENSIONS, ~OTN HORIZONTAL AND ~TICAL, iI _i K,E'YNOTES: KEY PLAN ='~"" PROPOSED BANK SECTION:11431~ LOT!s: 33.2 ISAVIK & MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksvllle, NY 11801 (515) 931-8282 Fax: (516) 931-8284 Web$ite: www.kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jericho Turnpike, Sure 206 Mineola, New York 11501 COMMENTS' DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, 181 East Jericho Turnpike, Mlneola, NY J.150:L.2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: FIRST FLOOR CONSTRUCTION DRAWNBY: ER CHECKED BY: KG I DATE: 2/2210 SCALE' AS NOTED Io%o%.~.%%P.,,WG IJRS NUMBER: 07200 SHEET NUMBER: A1.01 INTEF~IOR FINISH LEQEND NOTES: ~ ~lLL~O~ ~Y ~.¢. - eRE DETArL5 COLO~: Ac-5 I'SPRIN~IELD TAN" ~ NOT U~ED ~ CA~ET: FLOAT[N~ COMFOrt ZONE ONLT ~ANUFACTU~: INSIDE OU~ITTE~5 JiI~ IiillJ~illiJI FAX - ~1~ / ~¢. 3~11 ~ LINOLEUM: ~STROOM5 CONTROL UNIT IN THE DATA ~OO~. ~ SINGLE ~I~LE55 ELECTRICAL ~ A~LI~ATION, BLOCK ~IED IN BOTH, INT. ~ EXT. APPS. PRODUCT= N~ P52 ~ ~OOO FLOO~IN~: IN FRONT ¢ TELLER LINE COLO~: F~O~TED, ~ T~NSMITTANCE __ MAN~FACTU~E~: CONTACT: LISA BOAZ - ~ / 25~. 54;¢ CONTACT: DENNr8 M~E~ - ¢¢¢ / 142. 53~2 E~AIL: DJANNEY~NYD~E.CO~ .AN+<. TILE. CT-I 2 - OAF~PET TO TILE FINISH PLAN LEGEND ~CONOf~ETE ~t~LACK. C, ER,&MIC TILE TO DEALED CONC. F~ETE 5TRIP DETAIL5 hffEN 3 - LL.JOOD TO TILE q - QRATINQ TO TILE 4 - DEALER:) CONCRETE TO LINOLEUM / JOHNSONITE / / \ CONC~TE, ~_ sc 8 - CARPET TO SEALED CONCRETE 4. ~DMEN ROOM I !l_~ I OONFE~E. NOE I 115 I BOTTOM OF BOM I1~ I MILLWOI~< PARTITION SEE DENOTE5 FINISH 0 D PROPOSED GLAZING EXISTrNG GLAZING TO ~JEMAIN INISN NOTES: ~FER TO TS-I FOR ADDITIONAL INFORMATION AND PATCH AND PREPARE WALLS TO ~EcEr~ NED FINISHES. AT PARTITIONS, PAINT ALL F~SCIA5 AND 5~1T5 TO MATCH PA~TITI~. DO NOT [N~TALL ~0~ ~ THiS ~ECTION UNTIL 5U~OUNDIN~ ~EEN INSTALLED TO SUCH AN EXTENT A5 TO A~OID DA~E TO THE p~IO~ TO GO~ENCIN~ ~0~, TE~T THE 5~5T~TE FO~ ~OlSTU~ TO ASCERTAIN ITS AC~EPTA~IL~TT TO ~CEl~ THE FINt5N FLOOZIe. ~0~ ALL DI~T, ~ASE, OIL AND OTNE~ FO~I~N ~TTE~ ~ICN ~I~NT I~PAlm THE ~OPE~ ~OND ~ ~ATEmIAL5. DO ALL ST~I~NTENIN~, LE~LIN~, AND 5~OOTNINQ AS ~QUI~D LEaL FLO0~ P~OVIDE AND INSTALL VCT A5 SPECIFIED FOLLO~IN~ SPECIFICATIONS ENSU~ THAT NED V~T 15 TNO~Oa~NLT ~LEANED AFTE~ rNSTALLATION TO ~5 F~E ~ FIL~, PODDE~ AND ANT/ALL ~51DUE. ENSURE ~UI~D DOO~ CLE~NCE DHE~ NED TILE 15 ~/IN~ INSTALLED. INSTALL WALL ~E CNLT A~TE~ WALL FINISNE~ N~ BEEN COMPLETED. NOT __ i I HOLD FIR,ST FLOOR N FINI.~_SN ~,,~ KEY PLAN' SECTION! 143 I 3 LOT%: 33 2 CONSULTANTS: ISAVIK~ MURRAY, LLP~ CONSULTING ENGINEERS KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hlcksville, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Website: www.kaape,com Ema[l: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jencho Turnpike, Sulle 208 Mine01a, NeW york 11501 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 0854~1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWING TITLE: FIRST FLOOR ZISH PLAN DRAWN BY' ER DATE: 2/2210 CHECKED BY: KRG SCALE: AS NOTED FILE NAME. 07200-A1.02-NP.DWG ~1,/~ ,j/ItlI _ " JRS NUMBER:sHEET NUMBER: 07200 '' I I A1.02 O= PENDANT Lr~HT FrXTL~/E f~EFER TO 5HT. A"L2 FOR TELLE~ LINE LOCATION5 ~ ~IMEN~IONS. ALL INTE~IO~ ~[FFUSE~5, ~[STE~5 ~ LOU~ PAINTED TO TV AE5OVE -- b1EN PRINTER RACK. / / LINE II I BEE ELEC. NOTE= Fgl;5',41TUfeE ~ AI;~E t~"r' OUJNEf~ (UNLE55 OTHE~UJISE NOTED IN E,'aIJlPt"IENT 5CNED) - 5HOLLN HEf~E FOR: INFOf~ATION COMf=OI~T FFRE IN L) L 4I-4'' MAX. MIN. SECTION B/Ab.02 FC Mq[G. NT-BEE REFLECTED CI~ILIN~ PLAN FOf~ ADDITrONAL FIXTURE rN~O~ATION 3~ALLON ESLACK, mA~TIE CC~NTAINE~ - SEE - RESPONSESrLIT¥ MATR:IX I F~ MO~,E INF©F~'IATION ~5TIBULE / / '1 SECTION1143 I ]LOCK: 3 LOTis: 33.2 CONSULTANTS, ISAVIK~ MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksville, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Website: WWw.kaape.com Emall: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jericho Tumplke~ Suite 208 M]ne~la, New york 11501 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: ~JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD (~ / I I 181East Jericho Turnpike, Mlneola, NY 11501-2032 PLaN I I FIRST FLOOR JRS ARCHITECT, P.C. JRS NUMBER: 07200 SHEET NUMBER: A1 03 CEILING SC qEDUL LiST ~?I~OL / DI~. ZONE SIZE 24"x24" A~STRONG DRTLU,ALL GRI~ SYSTEM ULTIM,A OPEN PLAN E~EVELED TEGUL,AR (FINE TEXTUPJ~) ITE~d #: 1942 NRC (~% R. EC¥CLED) ,ACOUSTrCAL CEILING TILE GRID: INTERLUDE XL :J/l&~' EXPOGED TEE GRID FINISH: WHITE EMERC~ENCT LED EXIT LIGHT W/ LE,AD C,ALCIWM EG,ATTER¥ pOWER FOR 90 MIN. EI"15~ENCT pOWER. WHITE HOU61NG ~ r--W,ALL ~MOULDING TILE OPENING M'AIN TEE-4¢" C.C. MAX. APP'DJ -- 12 G,A. H,ANGER WIRE NOT TO EXCEED C.C. `ALONG M,AIN R~JNNEf~ 3 (MIN.) TIGHT TURNS WITHIN I I/2" - 5EE SECTION BMHTHE RECESSED FIXTURE ] E MAIN TEES 5P'ACED IN TEE COUPLING f~`ANDOM) NOTES: I. ,at E,ACH END OF LIGHT LIGI ITING SC. JEDULE SYhCBOL LIST LIGHTOLIER REM`ARKS GENERAL I~R`ANCH LIGHTrNG CEILINGS 10'-10" ,afl= `AND ABOVE L-IE L-2 L-2E L-3 L-4 O 55 EM LIGHTOLIER ALETTA 2-LAMP 24 WATT T5 NiGH OLITF~.IT 2X2 LIGHTOLIER ~3P52¢-.CSVA2FTUNVSE 2x2 f~ECESSED STATIC LIGHTOLIER LAMPS: (2)4¢Ij TT5 FLUO~SCENT LIGHT FIXTURE WITH [[ ]] COOPER C~ -I-42 - E -&IaI-~-I-WF COMPACT FLUORESCENT LIGHTOLIER 4X4132HU/4X4LW~HW WI]-F32T¢XI~,5~/,A-4PIN TRIPLE L-54 INVUE, INV~E, SEE CIVIL DRAWINGS (PULSE ST`ART MH) (PtlLGE ST'ART MH) 5EE D~ C--1 FOR LOCATION CEILING NOTES,- KEY PLAN: SECTION! 143 BLOCK: 3 -- PROPOSED BANK LOTis: 33.2 CONSULTANTS: ISAVIK~ MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksville, NY 11 801 (516) 931-8282 Fax: (516) 931-8284 Website: www.kaape.com Email: eng@kaape.com  HRMENGINEERING,PC ENGINEERING CONSULTANT 450 Jericho Turnpike, Suile 208 MIneola, New York 11501 (~ ,~LISPENIDED CEILING DET,~.IL ~CCU-I~ N.T.~. WITH CONTROL JOINT5 ,ATIBYMAX) `AP`ART- E~U,ALLY 8PACED PROM cEILiNG, ~00~ ' MET`AL ET,AL VENT DETAIL 3/,A4.~3 FOR JOINT DET,ArL W,ALL ~ELOW ~.ET©WER~ D CEILING PLAN ~ ~ 114".1'-~" IST FL RCP FOR TOWER SC:)PFIT L THIS SHEET T'Fp. CEILING ,AME~IENT · ql o ,AME, IENT .-13 \ VEGTII~ULE // \ / O~EN TO CEILING k -1 A~O~ - GEE TOWE~ / ~EFLECTED CEILING tHl~ SHEET © L-'1 CLG TILE IN COf~'5'qE R .L,ARD LIGHT !~ENCT 4T COMMENTS. DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS; REV. DATE DESCRIPTION CLIENT INFORMATION' JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho TurnCke, Mineola, NY 11501-2032 30 West 24th Street, 3rd Roor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. F Il~6t FLOOf~ Z~E:FIRST FLOORAND TOWER ~~~REFLE~TED CEILINGPLAN ZFLECTED CEILING PLAN DRAWN BY. I ER DATE: 212210 CHECKED BY: KRG SCALE: AS NOTED IJRS NUMBER: 07200 I-Eo4 KEYPLAN: ' T/P~APET ELEV --~ ~E~NE ~OOFING ~-2 o~ (2 L~r~a) ~. ~ ~ ~ CA~Y UP ~ND OVE~ TOP OF / FLASNIN~ CLANP ~INQ % EXTENCION RINQ TO NATCN ~~~F~N~TSTEt:' ~ rN~UL~TiON THIC~EC~ / 5~DEPLT~D. OVER, 3~"/ Ill ~ ~ ~i ~ ~~ SAVIK&MURRAY, LLP ~NT' , ~ ~ ~ ASSOCIATES, PE, PO INSULAT ~ ~OUNDJ / / / 2'-~ ' ~ ~ ~ Structural Engineers Hicksville, NY 11801 (816) 981-8282 F~: (81~) 9~1-8284 SUMP ~ECEIVE~ 5BE $T~C. 5NEET6 FO~-- - IN$ULATI~ Website: ~.kaape.com  ~ ~ F~MINO DETAIL5 ~OUND D~IN EXTE~[O~DN, LI~HT Email: eng~ape.com ~ SOFFIT DETAIL ~j HRM ENGINEERING,PC 50~lT ~ET~IL ~ ~ D~N, DATE DESCRIPTION INCULATION ~ECHANICALLT ATTACHED TO DEC~IN~ '~ ,' AT ~OOP D~N5 AND ¢~1¢~T LOOATION80NLW= V4"~ ~ _ PER FOOT FULLT TAPE~D INSWLATION MECH~N[CALLT ATTACHED TO DESCRIPTION ;,~ ~o MATTITUCK, NY 11952 ~ - TOW~ OF SOHTHOkD I ~ ;; ~ ____ JrS ARCHITECT, P.C. AS SUCH ARE THE PROPER~ OF JRS ARCHITECT, P.C DRA~ BY' KRG, ER DATE' 2/2210 CHECKED BY: KG SCALE: AS NOTED · ATE~ ~HIELD ~EE ~~ ~ FILE NAME: ~ ; ~ ~, ,, , JRS NUMBER. ~F p~AN ',, ' ' f SHEET NUMBER: T/PARAPET ELL"/. ~ T/SLAE~ ELEV. ~ h~,l~,. ~,I~ ~ T/TOWER ELEV. T/TOLUER ELEV'. :i I i] Ii ? NOt,TI4 ,ELEVATION T/PA~3,PET ELE¥. TOP Of WINDOW I~B'.4"I T/SLAE5 ELEV. E×TE~IO~ FINISN SHINGLE ~UTTE~ ~ DO~SPOUT'5 - 4" ~x 3" DO~SpO~T COLOR TO ~E (~HITE) ~Y ATLA~ ~NT. INC. ALU~INU~ COpIN~ BT ATA5 INT. COLO~ TO ~E (COppE~ONE) AZE~ 4 FTpON ~ATE~IAL COLOR (~HITE) FACE ~IC~ ~ ~UNSET ~ICK COLOR: LI~E~TONE AL~. AND ~kAS5 ~ANK EQUI~ENT ~Y O~ER, GC TI P~OVIDE OPENIN~ AND ~L~CT~[CAL ~UI~NT~ IN ACCO~ANC~ ~IT~ FINA~ APp~O~D ~ANK E~UI~ENT ~OOSE NEC~ LIGHTING DRI~ U~ 5T~CTU~ (~HITE) NOTES: I. REFER TO SECTIONS AND DETAILS FOR ADDITIONAL INFOR~IATION. 2. ~FSR TO A~l FOR WINDOW 6ONED~LE AND ADDITIONAL INFOF~IATION. ~. ~.C TO ~OO~IN~TE ~/~I~N ~BI~ENT~ ~ ALL ~I~N~ 4. ALL ~XT~IOR T~I~ ~ ~OBLDIN~ TO 3/4 B 314 ATM lira (~ LUEST EL,,EVATION ~C,.,AL E, I/4".1 -e" KEY PLAN: PROPOSED BANK SECTION1143 ~LOCK' 3 LOTIs: 33.2 CONSULTANTS ISAVIK ~: MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksville, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Website: www.kaape.¢om Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 45[3 JerlCh~ Turn pike, SUi[~ 208 Mineola~ New York 115131 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. ~81 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, N108540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWINGTITLE: NORTH & WEST ELEVATIONS DRAWN BY' KRG I IDATE: 212210 CHECKED BY' KRG SCALE' AS NOTED FILE NAME: ' ~ JRS NUMBER: 07200 SHEET NUMBER: KEY PLAN' ~ T/"OWER ELE"/. ~ T/PAf~/~PET ELE¥. -- ~ II IIII IIqFiP I I r I I I I I I r I I I i I I ',', ,', ....... ~ ., ,,, ,,,,, ,,, EXTE~iO~ FINISM $CNE~ULE ~] ASPWALT ROOF DNINGLE~, CE~TAINTEED iNdEPENDENCE G~IN~LE  ~UTTER5 ~ ~O~SpOWT'5 - ~ ~UTTE~ 4" Bx 3" ~O~5~OUT COLO~ TO ~E (~HITE) ~T ~TLA~ iNT. INC.  ALUMINUM COMING ~T ~TA5 INT. COLO~ TO ~E (COPPERTONE) ~ ~ISTED PANEL8, CO.ICE'5, ~OWLDING~ AND ~OA~8 TO ~E AZE~ ~ FYPON ~ATE~r~L COLO~  F~CE ~ TO ~E - ACHE ~IC~ RE~ 5UNSET ~ICK ID~ ~LEND COLOR: LI~E~TONE ~ ~LU~. AND ~LA85 ~TO~F~T ENT~% ~/GRILLE'~ (~1~) ~ NOLLOB ~ETAL DOO~ AND F~ME, P~NT OOLo~ ~ ~ANK E~UI~ENT ~Y O~E~, GO TI P~OVIDE OPENINg5 AND ELECTRICAL ~UI~MENT5 IN ACOO~ANCE ~ITH FINAL NOTES: I. REFER TO SECTIONS AND DETAIL5 FOR ADDITIONAL INFOf~dATrON. REFER TO A~.~I FOR ~INDO[U SCHEDULE AND ADDITIONAL INFO~ATICN. 3. C.C. TO COORDINATE t~/SIGN CONT.,ACTOR, LOCATION AND BLOCKING ~E~UIREMENTG OF ALL 81GN~E AND pOLUER REQLIiP4EMENT~. 4. ALL EXTERIOR TRIM /~ MOWLDING TO BE PAINTED EPT-I I I I I I I I ;I I If I ~[ ~ i f i I i ..... I ~ I [ I i II %~I ; I [~ I I ~ I i I I ~ ~ ~ ~ i ~ I I ~EA__~T_ ~_~_EVATION SECTION: 143 I BLOCK' 3 LOTIs' 33 2 CONSULTANTS: CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PO Structural Engineem 70 East Old Country Road Hicksvllle, NY 11801 (516) 931-8282 Fax: (516) 981-5284 Webslte: www.kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jencha Turnpike, Sui[a 208 COMMENTS. DATE DESCRIPTION 2/22/10 ISSUED FOR BID REV. DATE DESCRIPTION CLIENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY lOOlO 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY Of JRS ARCHITECT, P,C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED I DRAWING TITLE, DRAWN BY. BWE CHECKED BY: KRG SOUTH & EAST ELEVATIONS DATE: 212210 SCALE AS NOTED 10%"*%'.02-EIEV.DW JRS NUMBER: 07200 SHEET NUMBER: A2.02 LINE CS= ROC~= I~E¥OND ~T.O. OTEEL XXXXX 2X TP, E,ATED WOOD FASCIA- WrTN 'ION IN FIELD WITH COL HI Illll II WITH TRUO0 PAINTED ~SD. ON B-ElS" MET,AL OTUD 15.O. BE,AM I/2" TOP WINDOW HEAD !LEV. L - Tf~UO5 ROOF FF~MINO ~EFEf~ TO r'HASE O VEOTIE~ULE FRA, MIN~ ~iEFE~ TO T ~ ESUILDI~G C,f~055 SECTION NEb !ILING TELLERS COWNTEI~ MECH. EQUIPMENT ,Af~JEA-~ SEE MECH SHEETS- I Ff;~MINQ ~EFE~E TO 5TR.~UCTW~E~L SNTO TELLER LINE J L F~.,&MINOIfe. EFER TO EXTEND pLTWDOD 5NE,ATH[NG DOI.bN FROM TOP OF I~OOF TO TOP OF I~LOCKrNG TO ORE,ATE DIe,PT STOP SEpAI~.Z;TIDN MECH. EQWIF:~IENT APDA- FOR SECTION T/PAR,APET ELE¥. LEILING HEIGHT I I CEILING HEIGHT (~ t~UILD I,N,O Cf~055 5EC. TION ~ E~UILP I~ C~055 SECTION ' I __ S~M I I ~ 51M ~ I / I I I I I I ,J CEILING MOUNTED TO E~OTTOM OF T~USSES LIGNTII, IG FIXTUI~.E SEEI ELEC. - CONSULTANTS' ISAVIK& MURRAY, LLP~ CO.SU.;~N~ ENG..EElS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road HicksvHle, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Webslte: www.kaape.com Emaih eng@kaape.com HRMENGINEERING,PC ENGINEERING CONSULTANT 4B0 Jer~ho Tumplke, Suite 208 Mine01a, New york 11501 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: iii, l;jPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: BUILDING SECTIONS AND AND DETAILS I DRAWN BY: ER I CATE: 2/2210 CHECKED BY. KRG SCALE: AS NOTED ~ i , I JRS NUMBER: I 07200 I A3.01 I ~ -- -4~/ OF THE I~UrLDING CODE OF NEW  W~T~ OF 4". T~ ~m~N ~C~OUN~ ~LL THAT AR~ OF TRUSE ROOF FRAMING FLOOR AND ROOF PRAMING DECAL. 51GNS NOT DIRFCTL¥ A~PLIEO TO DOORS O~ SIDELIGHTS SHALL BE OF ~TU~D¥, NON-FADING, WEATHE~ RESISTANT MATERIAL. MOUNTING HEIGHT, {~ T/pARC, PET ELEV. ll8,'-10" ALUMN. COPING ROOF VENT IO'-O" C.C. TYP FS~ ESATT INSUL USED IN ALL EXposED SPACES-MIN FLAME 5Pf~EAD P~ATING OF E~OT OF 112-3 112" ~1;;) CErLING HEIGHT IPCO STAINLEES STEEL i~TOP OF CART STONE SMOOTH F SAVANNAH STONE TRIM IPCO ETAINLESS STEEL DRIP SAVANNAH STONE TYF OETAILE SNT. A4.01 EMOOTN PACE EAVANNAH ETONE TRIM METAL DRIP EDGE ~TOP OF SLAt! ELEV. NOTE:- ALL DRYWALL ON ALL EXTERIOR WALLS 5HALL E~E MOLD RESI6TANT TYPE SET E~AC~ TTP. ½" PREMOLDED FILLER COMPACTED PILL 2" pERIMETER INSULATION AZEK; MOULOINGS AND TRIM ESOARD5 OVER FIRE RJETA~JDANT EXTERIOR GP4~. PLYWO. OVER, 5 5/8," MTL STL. I1~" METAL MTL STL. ST. 20 GA. CEILING HEIGHT rNEULATED GLASE WINDOW5 IMPACT pJEEIETANT FOR WIND ZC~4E 5 ~SATT INSULATIN ~E~OT DF TRUSS 112-3 I~" STL. tSEAM SEE AZE~. MOULDINGS AND FIRE RETARDENT EXTERIOR GR~D. TYVEK ~ ~, T.O. SLAE5 ELEVATION CONCRETE FOOTING SEE STR. UCT. ~l' I=~EMOL DED FILLER 5" COHO. SLAt5 ON GRADE VAPOR E~ARRIER 2" PERIMETER RIGID INSULATION NOTE: FSK ~ATT INSULATION WITH MIN. 5F=ff~EAO f~TrNG OF 25 TO USED IN ALL EXPOSED EXTEND ROOFING MEMESRANE UP VERTICAL F40OF SURFACE- PLASH AS RE(2UIP-ED PER ROOFING MANFR'S p TTp. WALL SECTrON NOTES LrNE OF -- pAF~APET I.L~OD WALL ~E¥OND NAfLER.5 DRIP -.'-$1MALR TO DTL. I/A~.I AT CHANGE IN ROOF ELEVATION 'INUOUS FLASHING AROIJND PER ROOFING MANUFACTUR. ES RJEcoMMENDATION SHEATHING INSULATION USED IN ALL EXPOSED SPACES-MIN FLAME SPREAD RATING OF 23. LINE OF DL~CT-SEE OWl'S TRUSS STL. ~EAM SEE ETF~ICTLI~L SHTE - (~ SOFFIT HEIGHT CEILING HT~i~ CEILING TILE PENDANT LIGHT SEE -- ELECTRrCAL SHEETS FOR MOirE INFO. FINISH EHEE1 FINISH FLOOR METAL TRUSS -- PP~Z~MING STf~JJCTUf~AL RTL. I!~EAM SEE ETRUCTUfEZ~L SHTS CEILING HT SEE DETAIL 2/AS JO2 FOR CONTINUATION 2" PEf~IMETE~ RIGID {NS, ULATION {1111 Ii IIIJl II Illl Iliii IIII1 I lll/I II1[ IHII ,' ~ T/PAf~APET ELEV, L / METAL TRUSS -- STL E~EAM, SEE STRUCTUR.~L SHEETS SEE DETAIL 2/A5~2 -- FOR CONTINUATrON CONSULTANTS: CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Countnj Road Hlcksvllle, NY 11801 (516) 931-8282 Fax: (518) 931-8254 Web$ite: www.kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jer[ch0 Turnpike, Suite 208 M[ne~la, New York 11501 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: II PMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWING TITLE: WALL SECTIONS AND DETAILS ER IDATE: 2/2210 KRG I SCALE: AS NOTED A3.02 ~% B.C. 5OFFIT 12 ES.0. 6OFFIT BOA~.~ CEILING MOUNTED TO BOTTOM OF TRUEEE8 ROOF T'TPE T.O. MANSARD ~0OF TYPE R-I ROOF TYPE ROOF TTPE ~T.O. PLYUJOOD FLOOR I1¢'-¢ 5TOF;~fLEADER5 AND OVER,LOB FROM ~0OFBE¥OND- SEE ~LMG. GNEET5 SUSP. ACOU6T. TILE ~_ T.O. 5LAB ELEVATfON ATM / / / / / / I / I / / ii SEE SECTION5 FOR LINEAR DIFFUGER LIGNTING FIXTLJRE SEE ELEC. PARTITION CEILING MEIGNT NAILER5 (JAMB SIMILAR) LrNE COUNTERTOP I/A4.OI ('SIM.) -CONC. PAVEMENT PITCR A~A¥ F~OM SLOG-SEE CIVIL SHEET5 -- FACE E~RICK; ~EP HOLE5 ONE ~RrC~ ABOVE DRIVE-UP WINDOLU COUR6E AE~OYE Df~IVE-UP LUIN~OLU DETAIL IIA4~D3 FOR COLUMN DETAIL5 -- BULLET P. EEIGTANT INSULATING GL,~,ES ~INDOLU BT BANK. FIXTU;~ CCNTf~ -- SEALANT ALL CeNT. SEALANT CONC. PAVEMENT ELE¥. VAF~IEE / / B.O. CANOp¥ -- SEE DETAIL I/A4~3 FO~ COLUMN DETAIL5 PAVING PAYING FINISH FLOOR 2" PERIMETER -- COMPACT -- COMPACT rNEULATION FILL FILL --STL. BA~E PLATE 6TL, EEAEE PLATE FOOTING ~ TOU.JE~.~. ~___~LL ,SECTION TO~E~ UJALL ,SECTION D~.IYE-Up ~ALL ,GECTION SECTION AT E;:)f~IVE Up CANOPY BANK CONSULTANTS' CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hlcksvllle, NY 11801 (516) 931-82B2 Fax: (516) 931-8284 Website: www.kaape.com Email: eng@kaape,com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: C jPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho ?umplke, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Reer, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: WAll SECTIONS DRAWN BY: ER I IDATE: 2/2210 CHECKED BY: KRG SCALE: AS NOTED FILE NAME: JRSNUMBER. 07200 SHEET NUMBER; A3.03 AZEK MOWLDINGS AND Tf~IM BOARJ~S OVER FIRZE RETA~ENT EXTERIOR GRD. PLTLUD.OVEf~ ~" MTL RTL. ST. 20 GA. -- LAP TTVEK OVER TOP OF FLA5NING Ipco ADNEEIVE FLASHING ('TYP.) IPCO STAINLESS ETEEL DRIP (TYP.) STAINLESE STEEL FLAEHING AND CLOEURE [UlTH CONTIN CLEAT SEE TYP. LUALL EECTIONS FOR LINE OF BRICK REVEAL MORTAf~ NET IN 2¼" 5PACE TFEEATED ~OOD AZEK MOULDINGS AND TRIM OVER PLTUJD. ~ATT IN~IJLATIN E~OT OF TR',dSS I)2-S I/2" STL. BEAM EEE · ETRUCTURAL SliTS METC, L ETUDE OF STL,COL,/ BEAM -- OONTIN. cONDUIT CNAEE BOARD UJALL AND RETW~ -- STL. COLUMN 5EE 5TRUCTWR. AL RETURn, q5 AT WINDOWS /INSIDE AND OUTSIDE 1'-3)4" MARVIN IN5ULATED [UlNOOUJ$, rMPACT F,=,ESlSTANT FOR UJIND ZONE 5 R-19 BATT IN5ULATrON LUlTN ~ MIL VIS~[JEEN VApoR BARRrER ATTACHED TO INSFDE FACE OF ETUD LrNE OF LLkDOD GAP (PAINTED) I AZEK TR,M, / ~ MO"L~,NG ~A,NTED "~,TE // I I ~ ROOF E~ELO[U ~ E~ATT INSULATION 5TEEL SEE STRUC. DLL~E 2'IEIFS ON 3/4"PL¥ IDB. SHEATHING (~ WING WALLS) -- ~- ROOF ESELOUJ ~ PLAN DETAIL AT TOWEf~ Af~EA (ABOVE I'dAIN f~OOF) AZEK MCHLOINGE AND TRIM MARVIN INSULATED [UlNDOLUS, IMPACT RJESlSTANT FOR [UlND ZONE 3 [UlNOOIgS TO BE NON OpERaTIONAL COLOR (~HITE) ~/ ~ILL5 ROD ~t SEALANT ALL AROUND BJINDOUJS, AZEK rdOULDINGS AND Tf~IM PLYUJD.OVER, LAP TYVEk'-. OVER TOP OF FLASNING Ipco ETAINLEES STEEL DRIP ~ T/ SLAB FrNIEN G~DE CONCI~ETE FOOTING SEE STRBCT. STOOL 115" STL PLATE. [U/ TNROL~.~N BOLT=ERE STRUCT. D[b~-~ ' S SEE TYP. UJALL SECTIONS FOR [UALL CONST. INFO TTVEK E SILL SEALER UNDER BOTTOM RUNNER CHANNELg- TYPICAL ALL EXTERIOR 5TUB UJALLS 5TUOS WITN IN5rDE FACE OF FOUNiD ATION WALL ~" PREMOLDED FILLER 2" PERIMETER RIGID [NEULATION AND SEALANT- -- STL. COLUr'1N SEE 5T~JCTU~4L DI:~:NUJrNGS (TTP.) AT WINDOWS LUINDO[UE, IMPACT RESrETANT FOR~ UJIND ZONE ~ [UlNDO~5 TO ESE NON OPERATIONAL COLOR ([UNITE) [U/ GRILLS BACKER ROD AND SEALANT ALL AROLJND INSIDE AND OUTSIDE (TYP.) ~" METAL [UALL STUDS 314" f~4TED PL¥ [UD ENEATNING TYVEK AZEK TRIM ,t MOULDING PAINTED [UNITE AND GLASE STOREFRONT PLAN DETAIL5 AND SEALANT ALL AROUND INSIDE AND 4" OUTSIDE (TYP.) ETOREFRONT ENTRY gu/GRILLS ([UNITE) -- Tf~JEATED [UOOD BLOCKING TTP. TTP. 5TUB INT. '¥ESTIESLILE ~TM f~OOM ,~T TOUJE~ Af~EA ~ UJIN[:::)O~, DETAIL,5 (~ PLA~ ~ETAIL5 AT TOLUEf~ Af~EA BBOT'ON.I'3' I LOT's; 33.2 CONSULTANTS' ISAVIK ~ MURRAY, LLP~ CONSULTING ENGINEERS $'~;.~?~%%~%%%%%~'-" KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksville, NY 11 801 (516) 931-8282 Fax: (516) 931-8284 Webslte: www, kaape.com Email: eng~kaape,com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION. JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jerlch0 Turnpike, Mine01a, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-~34 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: WINDOW, TOWER AREA AND EIFS DETAILS DRAWN BY: ER CHECKED BY: KRG DATE: ~2210 SCALE: AS NOTED FILE NAME: 07200-A4.01-WIN DTLDWG JRS NUMBER: 07200 ~" THICK AZEK TRIM AZEK lB, ED MOL~LDIN~ ~" THICK AZEK TRIM ~" AZEK MOULDINC~ BI4" x I0 ATEK TRIM LO. 514" x 8, AZEK TRIM t50. 514" x T~IM Ix TRIM ESD. PAINTED TO MATCH AZEK TRIM ~l' THICK AZEK TRIM THICK AZEK T~IM ~" THICK AZEK TRIM EED -- COVE THICK TRIM TRIM SHEET THICK AZEK TRIM SHEET - ~" THICK AZEK TRIM EBD ? ENLARGED ELE¥,4 ION AT U. JINDOLU5 NOTE: c.c. TO PROVIDE CHOP D~AWlN~¢ FOR ALL EXTERIOR MILLWORK ITEM¢, PLAN - ? PRE-DRILLED HOLE IN GlA55, 4 PER LITE, TTf (~OM - FF~ONT ACp CEILING SEE RCp FULL HTI~"TEMp GLAee LITE5 WITH I/4"EUTT JOINT-NO eEALANT HEADER CHANNEL ELOCKIN~ ~K t.o. INSERT - FIELD INETALLED '1 O~51~P ~ CErLI~ - ~E P~" AL~ CH~L STAINED ~TT~ O~ ~ RCP HEADER - F~TEN PER MU~ROOM ~L~ TO ~C~AT~ON LA~ATED GLAEE LITES WITH I/4II BUTT JOINT - NO SEALANT ~ LATCH PATCH FITTINGS EO F~TEN pANEL5 THRU GLA55 ~lTH CONCEALED ECREi.L~, 4 PER LITE FROM OFFICE SIDE. EUTTON OR MUEHROOM PLU~ TO MATCH pANEL -- 314" LAMINATE pANELE FINISHED 4 51DEE pLAN GYP E~D EOFFIT~ I" x 2" ALUM HEADER cHANNEL ~¥P BP U~ALL~ T ER ~ EO ESC, M OFFICE I CONFEfe, ENCE ROOM ELEYATION5 3/4" LAHINATE PANELE FINISHED FA~TEN PANELS THRU ~LAe$ LurTH CONCEALED 5~LUE, 4 PER LrTE FRCtfl C;FFICE 51DE. BUTTON OR HUENROOM pLUG TO MATCH PANEL (~_.)_EBCM - 51DE E, UTT JOINT, NO sU~OD PANELa ELACK. I~"X 2" BLACK NEOPleD~E MELAMINE EPACER FILLER EELO~ TO WALL AT PANEL5 AT pANEL5 BELOW (~L.~ZrN~ ESLJTT JOINT E~NCH I~cM E~R.ANCH ~,CM EYRANCH -- PANEL FASTENER - REI~R TO DETAIL E ~,T~N DGOD PANELS PANEL EA ~- SIDE ILL 4 ANCHOR - FASTEN TO FLR PER I~R REC. C~IENDATION ~.~ PANELS. PANEL5 FINISHED ALL 51DEE 4 EDGE5 - 114" GLABe EKJTT JOINT -- AT CO~ER - NO eEALANT WOOD P NEL/ G G/,4 ITE PETAl/5 ACP CEILING - ~EE ECp / WD P~NEL5 - CO~NEF~  ~1" x 2" ALUM HEADER /CHANNEL ,, TEHp T T /~//' '// ~ SiM. ( F3'-4[~" (VERIFY WITH FINAL TRU6¢ SHOP -~" THICK AZEK THrcK AZEK TRIM CHERT CTOOL E~ELOW THICK AZEK TRIM E~D UATER ROUND COVE PROFILE / E5¥ AZEK AZEK TRI~ ~ ~ELO~, SEE I/A4.~ FO~ ADDITIONAL INFO'AT[ON ~" THICK AZEK Tf~IM E~OARD CWEET CEALANT ENL EP PLaN AT 5RE I/A4.~I FOR PARTITION INFOR~IATION [ L ' THICK AZEK TRIM ~LIATER ROUND COVE pRC~ILE E5¥ AZEK -- ~" T~ICK AZEK TRIM ESD -- pRC~=ILE t~¥ AZEK- ~1' THICK AZEK TRIM THICK AZEK TRIM CHERT OUATtER ROUND COVE pROF:rLE E~¥ AZEK- ~" THICK AZEK TRIM CEALANT TRIM ~" THICK AZEK TRIM ~" THICK AZEK TRIM BD B/~" THICK AZEK TRIM CHERT Ix FASCIA E~D. PAINTED TO -- MATCH AZEK TRIM -- AZEK TRIM 5EL PLAN~ FOR LOCATION¢ (~OONFE~ENCE - Ff~ONT FULL HT l~" EUTTJOINT - NO EEALANT LOCK GLA55/~gOD PANEL5 BELOW AT PrvoT E PANELS EELOLU AT 5T~IK~ SIDE ALIGN FINfCH PLATE E~UCHED OPENIN~ ALUM AND 0L~¢¢ FA~T WITH PER LITE FROTH <::):::ICE 51DE. Eu'r-coN OR MUSHROOM PL~ TO MATCH PANEL -UNDER 6LAE~ CONDUIT AT RIGHT ¢IDE C~ WDW JAME~ 5OLID CtOOL NOTE= CEE ELEC SHEETCFOR DETAILED ELEC. INFO ROOF HATCH WI INTEGRAL CAp FLAeHIN~ pLATE WALL EBR~CKET AT TOp, AE50VE FLOOR, AND AT ANCHOR TO LADDER: CTRIN~ER$ WI 5/4" DIA. ATTACH TO WALL ¢ FLOOR SHAPED I~AR E~P-ACKET$. DACK-UP IN 15,ENT PLATE FLOOR EBRACKET ESOTH 61DE5 WITH ANCHOR¢ INTO FLOOR CLAE~ TYPICAL pOWER OPE~,,~TED WINDOW 5NAPE CONNECTION ~IA~AM DOUEBLE 5TUD~ AT LADDER ¢UppCRT ~RACKET¢ -- KEY PLAN: ALL CORNER¢ ¢TEEL RWN~¢ AT 12" C.C. WELD TO ¢IDE ~IL¢ E~CM FAETENER ~EFER TO DETAIL E PAINTED SAFETY ¥ELLOW PARTITION -FIELD APPLT LA~'IINATE OVER PANEL END5 GLARe - Tfp AT JAl~ EA SlDE RETR.~CTA~LE SAFETY POST MODEL COVER E~LOCKING AC f~OD ROOF OPN~-¢EE 5TRUCT. 5~T5 OF ROOF SECTION 143 ~ CONSULTANTS: ~lOCK: 3 -- PROPOSED BANK LOTis. 33,2 ISAVIK & MURRAY, LLP CONSULTING ENGINEERS Ii KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksville, NY 11801 (516) 931-8282 Fax: (515) 931-8284 Webslte: www.kaape.com Email: eng@kaape.com  HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS' REV. DATE DESCRIPTION CLIENT INFORMATION. JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneala, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDI~J~WING TITLE. WALL SECTION AT ATM ROOM AND MISC. DETAILS ER J DATE: 2/2210 KRG J SCALE: AS NOTED I 5T~JJCTUfEAL 3TEEL OOLUP1N. 3TR=J~CTUf~AL D~-.A[iJIN~S FOR AO~ITION3L INFORMATION I1" 3EE PLAN DETAIL ~AT Df~l_y, E-UP COLUMN TRIM I~OAPJD (TYP) -- 5/¢" TNICt( T~I~'I ---LINE C~= E~ASEPLATE ~ELOIU LOCATION, 3EE PLL~MEBIN~ DRAUJIN~3 FOR A~ITIONAL INPORMATION III ~~T__~c~.~T FE L E YAT I ON f~,IYE-UP COLUMN METAL 5Trip 3OFPIT FRAMIN~ --'~ SNEATNIN~ CONTR~OL ~ JOINT ~_~__ETAIL BRACE PARTITION TO STRUCTURE ABOVE WITH STAGGERED STUDS @ 48" O.C. SUSPENDEB ACOUSTICAL- TILE CLG. 5/8" TYPE "X" BOARD BOTH SIDES REFER TO REFLECTED CEILING PLAN FOR CEILING HTS. 3 5/8" 22GA. METAL-- STUDS @ 16" O.C. (6" WHERE SHOWN ON PLAN) SEE ROOM FINISH SCHEBULE FOR WALL, FLOOR & BASE FINISHES (~ TYPICA,L, PAt~TITION DETAIL ~...N.E~ I I~"=1 =~" --LINTEL - 3EE ET~UCTU~5,L 3NEET3. TYP. 3TEEL AN~LE LINTEL ~,f~ACE 3OFFIT TO 3T~L=UCT~J~E AE~OYE t~ITN OTEEL AN~LE LINTEL 811 DEPO31TO~¥ AND 211-50 VENDOf~ -- 3EE TYPICAL UJALL E~AN~ Ed~UIP. VENDO~ - Nrc. ACT. TILE CEILIN~ e ¢,.~. ACC. T,IL~E CLX. e ;PENDED 1¢O'-¢" IO¢'-O" ACOUSTICAL TYPE "X" ~ TILE CLG. ~ ' '. ~ ~ b 4~ ' ~ ~ ~ 4 ' ~ ' ~ ~ .4. ~ ~ ~OT/OF~O~IT . . 4 ~ ' ~ ~ ' 4 ~ ~ LOUNGe, 5OFFIT DETAIL ~ AFTE~ HOUr5 PEPOEIT (AH~) T~AN8 CTION D~BER PACK ~f=f=Ef~ CA~INET -- =ACK~E f~ECEIVEf~ 'v'Ef~IFY 31Zl--- AND INSTALLATION ~ITM VEN~Ot~. EXTEf~IOR U~ALL CON3TI~UCTION. OONSULTANTS' ISAVIK~ MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Oountry Road Hicksville, NY 11801 (§16) 981-8282 Fax: (§16) 931-8284 Webslte: www.kaape.com Email: eng@kaape.com  HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jericho Turnpike, Suite 2~8 MlneOla, New York 11§D1 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C, 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMEANRTES pORRoAHLiTBiETREADT. IONS BY OTHERS I DRAWIN6TITIE. TYPICAL PARTITION DETAIL I AND MISC. DETAILS IDRAWN BY: ER I DATE: 2/2210 CHECKED BY: KRG SCALE: AS NOTED k._) ' 'Il SHEETA4,0~NUMBER: ~ (4~ 0(1) g,O" MANe, TRACK LOCK.415LE pLASTIC '?-~ ~/4" O~BiNET5 (FL-I). -- ¢ ~ '_ ~ LAMINATE ~ I' " ~ --' ~pLA~TICLAMINATETV ~/ ~ 'r d~ % = % PLASTIC LAMINATE *, ¢ ' ¢ ~ ~ %% ~. LAMINATE BA~E ~ ~ -- ~ ' -- /~ ~ 5TO~E - NIC J /' ,~ ' ---COAT ........ . ~ ~: QUALIFIED T'~ ~ ~LWTTON ~C'CLIN~ ~MOVA'LE(~L-I). ~ 2E~. 2-~ ~~oc~ ~ ~ c~,~T, ~ ~N~ / ELEV~T ION ~~N~ ~COU~TICAL ~EILIN~ TlLE~ TI~N~ACTION P~E~ ~ ~ (2) PENCIL ~LOCKABLE PLASTIC ~NDOR - NIC. % ~ ~ UNDE~51DE OF ~' ~'-3" (4) E~UAL DOOR5 (1"/ ~TIC ' ' COUNTERTOP ~¢ Ii / LAMINATE /II / LAMINATE INSTALLED ~ ~.C. - ~ ~ 2'-I~ ~ ~ 4'~"// ~ I'-~ , m~" ~ALL ~ ~ ~ ~ ~ ~ '~- ~ I i ~ ~ / ~T ~AN~ ~uiP. ~/4I' T~C~ PLASTic ~ ~ m: / ~ ~ ~ / mP~ovIO~ CLOSUre (FL-I) ~ ~ 'X [~% ~ / / M M ~ /¢E~UI~ENT I~ ELECT ~VENDO~ - NIC. ~ ~/4" THICK r/ ~ ~ ENELF (FL"I) 3/4" THICK PLASTIC LAM. % ~ ' WATEf~ METER ~ ~//'/ ~MOp SINK eEE PLUMESINC~ SWEETS ELEVATION FUf~41TUP. E ~ENDO* - ELEVATION FAUOET, HO~E, ~OC~TT ~*~ ~ WNDE~COBNTE~ ~O~t, AND JJDEIT?I S~O~ TTP. ~ 4'-~Il / ~,, ~li_~,, DUPLEX OBTLET ~ ~ ~P~l~5~TO~ ~OS~ HOLDE~ I P~OVlo= S~ELF ~APe / o SEE P:Um~iN~ N ~-- _ ~ T.V. SHELF ELEV ,~, ~pP~o~ PLASTIC LAMINATE CO~NT~OP (PL-IA PLaN % eTO E-N[C,_ ,, ~ ANDFAUCET , / MOP,INK ~, ~4,.I,.¢, ~, I/4'.1'-~' ~, I/4'-I'-¢' ~' ~i''1''¢" ~1i'' ' Jl," ~ ~ ] ~'"'~ ~ ~ LONO CUT LENOTW A5 TOE~IC~ (~L -I). PLAN ~LAN SEE ELECT. 5Ht A~ ~OOM~OOM ELEVATION LA~IN~T~ aUPPO~T Br BA~ E~UIP. [N~O~ATION. ~, ~4%1'-¢" U4"ml'-¢" PANEL TTP. (FL-I) WENDO~ - NIC. ~ I/2" THIC~ PLASTIC P~OMIDED ~% ~AN~ ~ 5OLl~ /LAMINATE E~UIP. ~NOO~ ~ ~ % / ~INDO~ 5ILL ~1~ MANASE~ KIT - 48 x ~ ~ :.' '.'" ' .... :'": ,, t ~INSTALLBD ~ ~.C., ('FL-I). ' ' '" ALL CABINet ~O~IZONTAL ~AG~S (FL-I) SMALL BE: ~ILSONA~T P~ODUCT 48¢2-58 ~1 I 'x I I ~EE D~TAIL ~ ALL CA~IN~T ~TIGAL 5~AO~5 (~L-I) 5HALL ~, DIL~ONA~T ~OD~OT 4~2-5~ ~AN~ ~IT THiS ROOM ALI~, ~ n /~ t / ~ *t , / I ~ ] ~O5 TO~ ~ ; · ~rFT ALL I~O ~lTN FINAL "OrLED 50APSTONE" ~lTh A TEXTU~D FINISH. ~ ~ / /SOLID $U~ACE B~K E~BI~ENT 5hOP c I V r.F. DE~L O~ V.IF. Y x ~ k, % VENDO~ - ¢ - WINDOW ~ILL D~WIN05. ] = ~ / ~ ' % : 3/4 TH[CK PLASTIC ~ ~. ~OvID~ ~lLb~O~ ~ND PANELS AT T~LL~IN~ AND COMNT~ P~ ~L~VATI~ ~" I ~ % / ~ ~ ~ L~IN~T~ ~MPPO~T · NE~ WNDE~ COWNT~ E~U[~ENT 15 EXPOSED. P~OVIPE ~Bppo~T PANEL5 ON ~OTN ...... ~ T~NSACTION · eKE 5NEET A5.¢1 FOR B~L p, ~ E~. POO~ ~. 5ho~ LAMINATE PATTIE~ DI~CTION ON MILL~ 5HOP D~IN~5, P~OVIDE ' EQUIP. ~NDO~ . ~O~ET5 A5 ~¢UI~D. NIC. LATE~L FILE ~Y ~ANK j ~, ~ ~,~-~P ~,NDO~ FW~ITU~ VENgO~ - N[O. EQUI~ENT A5 ~EQ.'D LAMrNATE P. ~IFY SiZE ¢ O~5'~ 5W~LIEP EOUi~ENT PR{O~ TO MfLL~O~ CON$T~MCTION. ~ ~ANK EQUIP. ~/4'I TNrC~ PLASTIC LOC~BLE PLASTIC / LAMINATE UPPE~ ' E- CA~INET LOCK5 TO ~A~ ONE LOCK PER DOOR OR ONE LOCK ~HICN CAN LOC~ DOTH PLAN ~NDo~ - NIC. LAMINATE SUPPORT PANEL .... ~LAN ~ i .. ~LA$TiC LAMINATE ~.O. 2'-~¢" $EE PLAN ~WLTIFWNCTION DEVICE ~ I %%/' ~ /_7 D~BE~$ AND 4" 5~" ~ il" . O/L ~ O/i, ~l"- DP ~P~ 1i, 4 EQUAL ,1" ~ALL ~ASE - TTPrCAL :~ OF 5NING ' ~ ELEVATION h d ~ J C~PlT CA~ MACHINE ~[~" THICK pLASTIC LAM, , :~A~E~ I ' NOTE: ~T ALI~ ~ ~ I ~ALL I ~ ' I ~ULTfFUNCTION DEVICE / ALL CADINET LOC~ ~ j ~A%~ ~FLOO~ kl~E ~ L 4'-~" * ~'-~" ~ · NOTE, ~1~ ALL INFO ~ ~IN. v.l~. ~IT~ ~INAL ~N~ OPENIN~ SIZE DIAgrAM EQWI~ENT D~A~INGS ~ COPY/P*INT *OOM ELEVATION ~ D*I~ UP TELLE* ELEV*TION5 ~ ~" -I'-~" ELEVATION (F f~ONT V' I E LU) © ELEYATION (f~EAt~-. VIEUJ) ~ TELLE?, ELEV'ATION,~ GENEI~.~L POWER AND DATA NOTES: I. PROVIDE (2) DATA AND (I) DUPLEX OUTLET AT EACH TELLER 6TATION. 2. PROVIDE (I) DATA AND (I) DEDICATED DUPLEX OL~TLET AT EACH TELLER CASH 5. pROVIDE (I) DATA AND (I) DUPLEX OUTLET AT EACH pRiNTER STAND. ~--~ -DOME CAMEP, A E,.O. CEILING IO~'-o" AFF WALL P~OUNTED PHONE AT 54" A]=]=. CENTER MOUNT AT EACH 5[DE C~= COUNTER OUTLINE TELLER_INE TO FURNISHED AND INSTALLED I~'f' t~AN~ FUI;~NITURE 'vENDOR X OUTLINE STEEL ~¥ I~AN~. E~UIP. VENDOR N.LC. WALL ~ASE ~E¥OND 10~'-10" AFl= ~ OUTLINE OF GYP. E~OA~/D 8OFFIT (PAINT E~AC~-. PT-I "EPRINC,-FIELD TAN") WOOD FLOORING ~ TELLE~ LINE SECTION EC~U..E, ~'/4"'1 '~'" VOID FOR ~OEWA'r' E~ENIND OUTLINE OF VERTICAL PANEL TO ~E FUf~NI~NED AND IN6TALLED 15¥ t~AN~ FURNITURJE VENDOR - N.I,C. PROVIDE pOWER, DATA, 8ECURITT i,g, ~OXE8 AT END WALL. WI~/= TO FLOOf~ MOUNTED LUrREWA¥ PER LOCAL E~UILDIN~ CODE. CEILIN~ / t~LUE PENDANT / LIGHT FINISHED FlOOf~ ~ 'I. AMIB, ER / pENDANT Light CEIL[N~ - FINISHED FLOOR CCF~ t~CM TELLE~ PENDANT 2" PAINTED -- WOOD CAp VIN*'rL NOTE: VERIFY ALL ~SIONS WITH FINAL BANK APPROVED MANF'RS DRAWINGS BEFORE CONSTRUCTION VINYL (Wo-I) ATt1 INOTE: ,/ERrF"r ALL DI~8[ON8 WITN FINAL ~AN~-, APPROVED MANFIR8 D P-.AWING8 E~EFORE CONETRUCTION E~. ~ALLCOVERING EG. ELEVATION PAINTED CAP OOf~qER WALLCOVERING OTHERS - NIC. OPENING (DASHED). - ~EE pLAN FOR LOCATION, WALL NOTE: VERIF¥ ALL I IDIMENSION8 WITH FINAL [ BEFOR/E ~ONSTRUCTION PLAN ~ATM LUA. LL OPENIN~ DETAIL5 ~ OPENIN~ LOCKAtELE PLASTIC LAMINATE CAEMNET WITH (E) ADJBSTAI~LE 5HELVE6 (pL-I) ] FURNISIAED ~l INSTALLED 6BI~=ACE MOUNTED PAPER~ SUR=ACE MOUNTED WASTE [] TOWEL DISPENSER FUl;i~NISHED lEI PJECEPTACLE FU~IEHED NOTE: ~T ALI~E ALL CABINET LO~5 IN TOILET ~5 SANITARY NAPKIN ] DI6pOSAL UNIT FU~ISHED NSTALLED I5¥ OTHER~ ~" DEEP LOCKAEELE I I/4" TO I/2" DIA W~N ~ UNIT 81DE FRONT 8rDE LAYATORT x, . /-- 8L~F;~::ACE P1OUNTED PLaN MEN ~S~ ~OMEN 5 ~ TO LET T ~UB L L FI~ EXTIN~UI~E~ ~ TOILET ELEVATION5 ' [ ~ I .................... ~,~o~ ~OOM ~ ~ V~I'-~" CONSULTANTS: ISAVIK& MURRAY, LLP~ CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PO Structural Engineers 70 East Old Country Road Hicksville, NY 11801 (516) 931-8282 Faa(: (516) 931-5284 Webslte: www.kaape.com Emaih eng@kaape.com  HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jericho Tumplke~ Suite 206 Mlneola, New york 11501 COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS. REV. DATE DESCRIPTION CLIENT INFORMATION' i ' JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. East Jericho Turnpike, Mineela, NY :!.1501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. I DRAWING TITLE: TELLER, ATM AND TOILET I ROOM INTERIOR ELEVATIONS :: 6TAN~'A~6-T'rp. SAVIK&MURRAY LLP ~ ~ :, ~ ~ CONSULTING ENGINEERS - 2'-I" <[ SEE PLAN SEE PLAN gl SEE PLAN KOUTSOUBIS, ALONSO ~ ~ ! ~L-LA~ COUNTE~O~, ~ ~ ~'' T~ro~ pLAeTrc ~ I~" T~IC~ pL~eTIC ~ I~" THIC~ PLASTIC ASSOCIATES, PE, /// L~INATE COUNTE~TOP ~ F= /// L~INATE COUNTE~TOp ~ F- /// LAmINaTE COUNTE~TOp Structural Engineem F- // r ~ACKSpLAeN &ND , m [ ~ / / AND ~" THICK m 'L ~ / / AND ~" THICK '~ -- ~ / / AND ~" THICK - (516) 931-8282 F~: (516) 931-8284 ~ ~TAND~5 (TTP.) 5TANDA~ (TTP.) ~ ~ ~E~ (PL I) Email: eng~kaape.com m m ~ DOO~ F~ONT5 (PL-I) m ~ mO0~ F~ONT8 (PLH) m DO0~ F~ONT5 (PL-I) ~ 5rDE ~ PL=LA~ CA~fNET ~ ~ INTERIOR 5~ACE5 NOT ~ ~ INTE~IO~ 5U~ACE5 NOT ~ ~ INTERIO~ 5~0E5 NOT PL-LAM DOO~ AND ~ PL-LAM UPPE~ 8HELP ~ I~" THICK PLASTIC ' -- '& 1¢'l THICK pLASTIC  EDGE T~PICAL (PL-') UNIT (PL-,) ~ L~MINATE CO,NTE~TO~ ~ L~MINATE COUNTE~TOP ~ ~. LAMINATE ~UPpO~T / / ~ ~ PANEL T~P. (PL-I) ~ ~ m ~ ~ CLEAT TO SUPPORT REV. DATE DESCRIPTION m ~ LAMINATE CO~NTE~TOp m ~ LAMINATE COUNTE~TOP 1'-~"  ~ ~ F AND ~" THIC~ PANEL ~' BAC~SPLASN (PL-I) MILL~O~ ~ECTION MILL~O~ SECTION ,, JPMorganChase m m NEW B~NCH BANK ~ - 10300 MAIN ROAD II t~J I.~EEPLAN / ~f~MAN~E~IT TOWN OFSOUTHOLD [~ I J / / LAMINATE COUNTE~TOP J ~ J / / (PL-~ZI~ JRS ARCHITECT, P.C. ~~ ~ ~ FASTEN TO UNDErSiDE ¢ ~ East Jedcho Turnpike, Mlneola, NY ~&50&-2032 1 ~ / COUNTE~TOp. ~T ~AN~ 30 West 24th Street, 3rd Floor, New York, ~ 100~0 MILL O SECTION MILL O SECTION~l ~1" NIG.E~UI~ENT vENDOR ' t.m==~o~707 State Road, Princeton, · 085~1434 J ~ LAMINATE SUpPOrT I ~ ~ PANEL TTP. (PL-I) DRA~NG TITLE' MILLWORK SECTIONS I ~ pLASTIC LAMINATE MILL~O~ SECTION. SHEET NUMBER: (~5L8 - 4 LINE 5HARIN~ DEVICE THROUGH THE WALL ArR f~ETUf;~ ~F~ILLE, ~EE MECH D~,AUJINC=5. 2~CSAMp4AH (PAF~E5rT) AC52 (pAf~Z~ESIT) ~>1 pOLUER DI6TRI~UTION ESOAf=-~D CONVI--~ENT DATA R~CK (WHERE OF LADDER MANAGER DUPLE>~ ~r CCNVE~ENT WALL ~.~z.m w..~-e. ~,, ~..~'~ DATA E~WIPMENT ~4CK ENCLOSUf~.E E.C. SHALL ~OAU~,~EEN ~RO~NDIN~ WIRE ~EE NOTE~ -- 2I. OPPOSITE SIDE ~ I DATA ~OOM ELEVATION (I) ~ ~ OW IN 514"C TO 15eLATED ~OUND ESU5 IN PANEL 5/4" CONDUIT 5TW~ FOR MUZAK (BHE~ 4" WALL (2) ¢" ~LEEvE5 FOR TELCO 51DE ~ALL CONDUIT ~TUES~ (I) ~'~ DIA. DRIvE-UP TELLER SECURITY CONDUIT 5TWE5 ~ ~A_____T~_ ~O_OM ELEVATION WALL MTD. PHONE FINISHED~ 4"WALL CONSULTANTS: ISAVIK ~ MURRAY, LLP~ CONSULTING ENGINEERS Ii KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hlcksvllle. NY 11801 (516) 931-8282 Fax: (516) 931-8284 Website: www.kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT 450 Jencho Turnpike, Suite 208 Mineola, New York 11501 COMMENTS: DATE DESCRIPTION 2/22110 ISSUED FOR BID REVISIONS & COMMENTS' REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY/1501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. I DRAWING TITLE: DATA ROOM PLAN AND ELEVATIONS II JRS NUMBER: 07200 ROOM FINISH SCHEDULE WALL5 SPECIAL LUALL NOTEG CErLINGS HEIGHT NAME ~AESTIBULE ATM ROOM LOBBY COMFORT ZONE TELLER ABOM NARDUJ,~E $CNEOLJLE HARDWARE MANUFACTURER MODEL NO. ~EMA~S BUTT HINGES STANLEY FBBIg'3 PIVOT NIN~E5 ~EE~ TOp / MIDDLE / ~OTTOM ~TANLEY f~LL MORTI~E LIFESPAN 50~ IVES DAp-3 IVES TOLICW 6EN~ITY BAR ADAM5 RITE CLOSER LCN 404~T PUSH HOLLO~J METAL / CLOSE~ LCN 4~1~T PULL ~/~A~LLEL A~ (HOLLOD METAL) GLOSE~ ~EE~ 5AM H O~RHEAD CONCEALED CLOSE~ ~lTH NO NOLO OPEN MAGNETIC LOCK LOCK 35~ 5E~IE5 ~UPPLIED ~T ~ANK · EATHE~T~IP PEM~O OE APPRO~D E~UAL ® ® f~EMA~K5 NO. IOOA IO~A IO~A II~A Ilia 112A lISA E)OOF~, Ff~Ar'"TE,.~~F~LUAF~E $C, NE~U. LE DOOP~ Ff=~MES HA~LUA~E MAT'L SIZE ~xH AL/GL (2) 3"x~," AL/GL (2) 3'x9' S.C. WD. 5°xT· LABEL EDULE5 TYPE JAMB A A A A A C A A A A REMA~S VESTIBULE EXTERIOR VESTIE~ULE INTER~IOF~ DOOR AT~ ROOM OATA ~OO~. ~lTH LOU~ ~NT JANITO~T~SN. UNDERCUT I" TELLEr'5 P~INTER EME~ENCT EXIT MEN'~ TOILET. ~OMEN'5 TOILET, UNdErCUT I" FILE CONFE~NCE CO~PON ~OOTh I CO~PON ~OOTN 2 SEE PLAN CLEA~ ANODIZED [ECJLJArL--LDooR VIEUJEFeJ SCOPE ALUMINLIM E~U~L-h ,~,. ,~ LOCATfON- 5ER E~UAL~ DOO~5 BITH CLEAR II ~Mov~L~ lb t II ('PAINT) lb II -- ~cc~ ~xt'~ 11 '~ II ~1~ -E~UAL H~l. ~-- F~AME N~l. F~ME //~1~ErLLUJOf~. JAMB- E MILLUJO~ DETAILS SHT. A&.4 NOTE$: I, ALL HArDWArE SHALL E~E IN ACCORDANCE FINISM WNLE55 OTHERWISE NOTED. ~ ~LL C%L[NDER5 ~ PE~ CLIENT 5DPPLIED i rNSTALLED ~% CLIENT. P~OVIDE ALL C%LINDER5 FO~ COMPLETE INSTALLATION 4. ALL FI~E RATED DOOR~ TO HAVE CONTINDOD5 5, ~NSTALL FAIL ~AFE OPE~TiON FO~ ALL COMPLETE INST~LLATION. 9. FOR ~OO~5 ~/ EXIT ~EVICE P~OVi~E 51GNAGE 5T~TIH~: "E~E~ENC% EXIT OML%, O~ ~OTH 51DE5 OF ~OOR ALA~ WILL 5OWND" ~. ~HE~ (2) ~00~5 A~E rNDICATED ON $CNED~LE ~ NO. OF DOO~S, EACH DO0~ 5HALL HAVE NA~A~ INDICATED U.O.N. 5. MOUNT ALL LATCH 5ET5 e ~" I~.ALL ~00~5 TO ~ECErVE SlLENCE~5 (5 PE~ DOO~) IL PROVIDE GONTINUOUG ~MO~ GASKET TO ALL "~N~ ~O~ ~EN T~I~E~ AN~ "~EN" FO~ TOILET. ALL DOO~5 TO BE FINISHED A~ 8PECIFIED ELECTRONIC ENT~% HA~A~ TO ~E ~A HAMILTON ELECTRONIC E~TR% PO~ER LE~ I~¢ ~SH B~TTOH ~LE88 LOC~ FINISH CHROME LE~, GE~E~L TO O~E~ 155¢L, LES5 C~Li~DE~, TAILPtECE~ ~0~ ~CHLAGE, ORDE~ C%LrNDER 2~-¢¢1 CI25 ~2~. I~. EXTE~IO~ METAL DOO~5 TO ~E GAL A~D Iq. HOLLO~ METAL JA~ ~ MA~ON~% TO ~E ~O~TED 5CLIP. 1NST~LLATION BITH A~CHITECT. COH~T~CTION ~ENE~L CO~T~AOTO~ I~. EXTERIOR METAL DOO~ TO ~E GALV. ~ INSULATED 2¢.HOLLOB METAL JAM~ I~ ~8o~% TO ~E GROUTED 8OLrD. STUD & GYP, BOARD PARTITION ANCHOR METAL STUD ~ALL ~" DENS-GLASS GOLD SHEATHING- 2" RIGrD INSUL. VApoR BA~RIE~ I ~" CA'V-CLEAR FACE BRICK rPco ADHESIVE FLASHING IpCO STAINLESS STEEL DRIP PAINT LINTEL METAL LINTEL- SEE ST~/JC. SHEETS 2X Tf~EATED ~OOD NAILER5 STEEL LINTEL- SEE STSC. SHEETS AT METAL STU II- S/*n F Af TITION 5/~Il HIGH BT 1132" RAISED LETTERING ( UNLESS NOTED OTHERLIJISE) CONT~TING ~ET~EEN ~AC~OUND AND TEXT. FINISH TO ~E E~GNELL COLO~ TO BE BLME ~AC~OUND ~fTN ~ITE LETTE~ ~EE ELEVATr~ Fo~ ~OUNTING INFORaMATION W/ WELDED CORNERS GA. H.M. [NSUL. DOOR GYP. BOAi~.D RETUEN RETU~ H,M, FRAME W/ BEAD ~OTH ~IDE5 JAMES ~" WELDED ALL A~OUND SOUD ~ DO0~ GA GALV. H.M. FRAME I ;~--I ROO,,M, ,.N.,AME J SrGN ~' ® $ ® I,I, IINDO ELEV'4,TION5 GRILLES ~ Sd~. FT. NAME MANWF. pRODWCT ~O. SiZE SCREENS GLASS f=~EMA f~<,S CONTACT A MARVIN CUMDHP~9~ 5'-2 3/8" X &'-~ 9/~" 9/~" 6DL NOTE: ALL LUINDO~5 AND ~LAZIN~ TO MEET TME RE~UIREMENT5 <DF ~INO ZONE 3, MISSILE O TEST. ALL GLAZIN~ TO E~E P' INSULATE[::; ~LASS/LOUJ E 11 - Al~ i CONSULTANTS: ISAVIK MURRAY, LLP CONSULTING ENGINEERS o~,;~ D~4T,%~ *_%,%% ,~,% &%' ;&¥ %%' _" %%%%° KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hicksville, NY 1 t 801 (516) 931-8282 Fax: (516) 931-8284 Webs[re: www.kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS' DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: --lJPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jerlch0 Turnpike, Mlne01a, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. [DRAV~qNG TITLE. SCHEDULES AND INTERIOR DETAILS FILE NAME' 07200-A6.01-SCH.DWG JRS NUMBER. 07200 SHEET NUMBER: A6.01 1. DESIGN LOADS SHALL CONFORM TO The FOLLOWING: NEW YORK STATE BUILDING CODE 2007 (BCNYS) ANSI/ASCE 7-02 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES (ASCE) Z. LIVE LOADS: (PER SCN¥S TABLE 1S07.1) GROUND FLOOR (SLAB-ON--GRADE) ROOF S. SNOW LOAD: (PER BCNYS FIGURE 1BOB,2) 100 PSF (SEE SNOW LOAD) DRIFT ~ UNBALANCED LOADS AS PER ABCE 7-02 AND NYS BUILDING CODE 2007 EXPOSURE FACTOR THERMAL FACTOR BALANCED SNOW UNBALANCED SNOW EXPOSURE FACTOR THERMAL FACTOR WIND LOADS: PRESSURE COEFFICIENTS AS PER NYS BUILDING BASIC WIND SPEED EXPOSURE CAT'GORY IMPORTANCE FACTOR CLASSIFICATION CODE~ 120 MPH EXPOSURE B LOW RISE BUILDING (MEAN ROOF HEIGHT<SOFT) (MWFRS WIND LOADS SHOWN ARE MAXIMUM LOAD CASES PER BCNYS TABLE 1809.8.2.1(1) AND ASCE 7-02 TABLE 6-2) MAIN BUILDING ROOF (ENCLOSED): DESIGN LOAD (MW'FRS, FLAT ROOF) 19.2 PSF DESIGN LOAD (MW'FRS, 4:12 SLOPED ROOF) 26.6 PSF UPLIFT LOAD 23.1PSF UPLIFT LOAD (AT OVERHANGS) S2.3 PSF DRIVETHRU CANOPY (OPEN): UPUFT LOAD 2B.1PSF (COMPONENT ~ CLADDING WIND LOADS SHOWN ARE MAXIMUM LOAD CASES PER BCNYS TABLE 1609.6.B. 1(2) AND ASCE 7-9B TABLE S--SA) COMPONENTS & CLADDING: ROOF (ZONE 1) ROOF (ZONE 2) ROOF (ZONE 3) WALL (ZONE 4) WALL (ZONE 5) SEISMIC LOADS: SITE CLASS IMPORTANCE FACTDR SEISMIC USE GROUP SPECTRAL RESPONSE COEFFICIENT SEISMIC DESIGN CATEGORY +11PSF/-24 PSF (MAX) +11PSF/-AO PSF (MAX) +11PSF/-50 PSF (MAX) +24 PSF/-2S PSF (MAX) +24 PSF/-S2 PSF (MAX) D CATEGORY I Sds = 0,257B Sdl -- 0.102'% B ~ (REF: 021022) 1. ALL WORN SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NEW YORK BTATE BUILDING CODE AND WITH THe RULES AND REGULATIONS OF ALL LOCAL AGENCIES, DEPARTMENTS OR LAWS HAWNG JURiSDiCTION OVER ANY PORTION OR SPECIFIC PHASE OF THE WORK, THE CONTRACTOR SHALL COORDINATE THE WORK WITH PUBLIC UTILITY COMPANIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR THE PERFORMANCE OF THE WORK AND PAY ALL FEES IN CONNECTION THEREOF. ,% TNE INFORMATION CONTAINED ON THE STRUCTURAL DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL THE CONTRACT DOCUMENTS AND WITH ALL THE SPEDIFIDATIONS, TRADE PRACTICES. OR APPLICABLE STANDARDS. CODES, ETC. CONTRACTOR SHALL COORDINATE STBUC~JRAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL DRAWINGS. 4. THe SIZE AND LOCATION OF ALL EQUIPMENT PADS AND PENETRATIONS THROUGH THe STRUCTURE SHALL BE VERIFIED BY THE MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS. ALL PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THe ARCHITECT/ENGINEER. 5. CONTRACTOR SHALL CONFORM TO PROJECT SPECIFICATIONS IN ADDITION TO THESE GENERAL NOTES. 6. THe CONTRABTOR SHALL NOT MAKE DEVIATIONS FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL FROM THe ARCHITECT/ENGINEER, 7. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THe ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THat THE DISCREPANCY CAN BE RESOLVED. UNLESS OTHERWISE iNDICATED IN WRITING BY THE ARCHITECT/ENGINEER, THE MORE CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. 8. DO NOT SCALE DRAWINGS -- WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. 1F DISCREPANCY ARISES BASED ON FIELD CONDITIONS. CONSULT WITH ARCHITECT/ENGINEER BEFORE PROCEEDING WITH WORK OR ORDERING MATERIALS. 9. (*) AFTER ANY DIMENSION OB ELEVATION ON THESE DRAWINGS DENOTES A DIMENSION OB ELEVATION TO BE VERIFIED WITH THE PROJECT ARCHITECT AND CONFIRMED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. OTHERWISE TNE (*) DIMENSION OB ELEVATION IS NOT TO BE USED FOR CONSTRUCTION. 10. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED. 11, ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION, WHICH IS NOT SPECIFICALLY COVERED ON THE DRAWINGS OR IN THE SPECIFICATIONS, SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED, 12. THE CONTRACTOR SHALL SE FULLY RESPONSIBLE FOR THE SAFETY OF THE PUBLIC AND PROPERTY DURING CONSTRUCTION OPERATIONS AND UNTIL COMPLETION OF ALL WORK. 1S. THE CONTRACTOR SHALL SE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE. BREAKAGE, COLLAPSE. DISTORTION AND MISAUGNMENT. 14, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR "MEANS ~ METHODB" OF CONSTRUCTION. lB, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR, OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. 15. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF NE OR SHE CANNOT COMPLY W~TH ALL REQUIREMENTS. 17. THe ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER, GENERAL CONTRACTOR OR ANY SUBCONTRACTOR OR MAterial SUPPLIER UNLESS PROPERLY AUTHORIZED, IN WRITING, BY THE ARCHITECT/ENGINEER. F~NDA~ (REF: 021022) 1. THE FOUNDATION DESIGN IS BASED ON TrE GEOTECHNICAL REPORTS PREPARED BY MUNICIPAL TESTING LABORATORY, INC. BATED: JANUARY 24, 2008. B. ALL FOOTINGS SHALL BEAR ON UNDIBTURBED SOIL HAWNG A MINIMUM BEARING CAFACITY OF (1.50) TONS PER SQUARE FOOT. CAPACITY OF SOIL CONDITION TO BE VERIFIED BY QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO START OF CONSTRUCTION. 5. MAXIMUM SLOPE BETWEEN BOTTOMS OP FOOTINGS SHALL BE ONE VERTICAL TO TWO HORIZONTAL. 4. THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING OF TEMRORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. FOOTINGS FOB STAIRS, CONCRETE APRONS AND RAMPS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH, MINIMUM BEARING DEPTH IS B'-O" BELOW FINISHED GRADE, 6, FOOTING ELEVATIONB SHOWN ON FOUNDATION PLAN ARE BASED ON THE BORINGS AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY BE NECESSARY TO LOWER FOOTINGS DUE TO FIELD CONDITIONS IN ORDER TO REACH ADEQUATE BEARING MATERIAL. FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL. PREPARED FOR BEARING HAS BEEN APPROVED. 7. NO BACKFILLING OR COMPACTION AGAINST WALLS SHALL BE DONE UNTIL THE CONCRETE HAS ATTAINED FULL STRENGTH AND SUPPORTING SLABS ARE IN PLACE OR WALLS HAVE BEEN ADEQUATELY BRACED. 8. BACKFILL AGAINST GRADE BEAMS SHALL BE PLACED EVENLY ON BOTH SIDES. 9. FILL AND BACKFILL MATERIAL SHALL BE FREE OF DELETERIOUS ORGANIC MATTER. 10. CONSTRUCTION JOINTS IN WALLS SHALL BE VERTICAL JOINTS LOCATED A MINIMUM DISTANCE OF 4'-0" FROM ANY WALL OPEN[NOS OR CONCENTRATED LOADS. 11. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS, BUTTRESSES, OR FOOTINGS UNLESS SPECIFICALLY SHOWN. 12. SPREAD FDOTING$ SBALL BE LOCATED SUCH THAT COLUMNS ARE CENTERED OVER FOOTINGS IN BOTH DIRECTIONS. UNLESS NOTED OTHERWISE ON PLAN. 15. NO FOOTING SHALL BE PLACED IN WATER OR ON FROZEN GROUND. 14. STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING EXCAVATION5 SHALL BE USED FOR WINTER CONSTRUCTION. BACKFILLIND OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOOTINGS FROM FROST ACTION. 15. WATERSTOPS SHALL BE PLACED IN ALL CONSTRUCTION JOINTS BELOW GROUND LEVEL AND AS SHOWN ON THE DRAWINGS. 16. CONTRACTOR SHALL VERIFY ALL ELEVATIONS AND POSITIONS OF EXISTING FOUNDATIONS AT OR ADJACENT TO NEW CONSTRUCTION AND SUBMIT FIELD SKETCHES AS MAY BE REQUIRED FOR ARCHITECT/ENGINEERS' APPROVAL BEFORE STARTING ANY FIELD WORK. ~ (REF: 021022) 1. ALL SLABS SHALL BE FINISHED AS NOTED ON ARCHITECTURAL DRAWINGS. 2. PROVIDE RECESSES AS REQUIRED FOB FLOOR FINISHES, SADDLES. ETC. B, IF STRUCTURAL FLOOR SLABS AND BEAMS ARE NOT CONSTRUCTED IN ONE CONTINUOUS POUR, THE VER~CAL CONSTRUCTION JOINT BETWEEN POURS SHALL BE CONTINUOUSLY NEYED AND PLACED WITHIN THE MIDDLE FIFTH OF SPANS AND SHALL BE SHORED UNTIL MEMBER HAD ATTAINED MINIMUM 28 DAY BTRENGTH. SEE TYPICAL CONSTRUCT[ON JOINT DETAILS. OTHER LOCATIONS MUST BE APPROVED BY THE STRUCTURAL ENGINEER, ~ (rEF: 021022) 1. ALL CONCRETE WORK SHALL CONFORM TO ACI-S18 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI-SD1 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 2. ALL CONCRETE SHALL SE SRO0 P.S.L CONTROLLED STONE OR GRAVEL CONCRETE. AIR ENTRAINED WHERE EXPOSED. S. REINFORCING STEEL SHALL CONFORM TO ASTM A-BlS. GRADE §0. EXCEPT STIRRUPS AND TIES WHICH MAY BE GRADE 4.0. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A--lBS WITH A MINIMUM ULTIMATE STRENGTH OF 70,000 PSI. B. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 4-5 BAR B~AMETERS OR 24" WHICHEVER IS GREATER, UNLESS OTHERWISE NOTED. LAP TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS. B. DEVELOPMENT LENGTH, Ld (or Id) SHALL BE SS BAR DIAMETERS OR lB", WHICHEVER iS GREATER, UNLESS OTHERWISE NOTED. 7. MINIMUM EMBEDMENT FOR STANDARD HOOKS SHALL BE 16 BAR DIAMETERS UNLESS OTHERWISE NOTED. THE 90 DEGREE END HOOK SHALL HAVE A MINIMUM LENGTH OF 12 BAR DIAMETERS. B. MINIMUM CONCRETE COVERING OF REINFORCING STEEL SHALL BE AS FOLLOWS: -.3/4" FOR SLABS -1" FOR INSIDE FACE OF WALLS -1 1/2" FOR BEAMS AND COLUMNS -1 I/2" FOR FORMED CONCRETE SURFACES EXPOSED WEATHER -2" FOR PORMEB CONCRETE SURFACES EXPOSED TO EARth -S" FOR FOOTINGS AND BEAMS POURED DIRECTLY AGAINST SOIL. 9. PROVIDE 2-#8 BARS MINIMUM IN ALL SIDES AROUND WALL OPENINGS. EXTEND HORIZONTAL BARS 2'-0" PAST OPENING ON EACH SIDE OR HOOK WNERB B'-O NOT POSBIBLE. EXTEND VERTICAL BARS FOB FULL HEIGHT OF WALL. 10, ALL FOUNDATION WALLS 12" THICR DR GREATER SHALL HAVE 2-#6 CONTINUOUS TOP AND BOTTOM BARS. ALL OTHER WALLS SHALL HAVE 2-#S CONTINUOUS TOP AND BOTTOM BARS UNLESS OTHERWISE SHOWN. 11, NON--SHRINK GROUT SHALL BE NON-METALLIC With A MINIMUM COMPRESSIVE STRENGTH OF 5000 P.S.I. ~2. PROVIDE PROPER HIGH CHAIRS, SPACERS AND SUPPORTS TO HOLD REINFORCIND SECURELY IN PLACE WHILE PLACING CONCRETE. l& THE CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL SLEEVES, INSERTS ANCHOR BOLTS, ETD, REDUIRED BY OTHER TRADES. INSTALLATION OF ALL SUCH EMBEDMENTS SHALL BE CHECKED FOR COMPLETENESS AND LOCATION BEFORE CONCRETE IS POURED AND COORDINATED WITH SHOP DRAWINGS OF TRADES REQUIRING THESE ITEMS. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE B INCHES 14-. UNLESS OTHERWISE NOTED ON DRAWINGS, SLEEVES FOR PIPING THRU WALLS SHALL BE STEEL PIPE SLEEVES OF NOMINAL DIAMETER 2 INCHES LARGER THAN THE NOMINAL SIZE OF THE PIPE PENETRATING THE WALL. THE THICKNESS OF THE SLEEVE SHALL CONFORM TO SCHEDULE NO. 40 BUT NEED NOT BE MORE THAN S/8 INCH. 15. PROVIDE EXPANSION, CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACl S01-84. 16. CONSTRUCTION JOINTS WHEN REQUIRED SHALL BE LOCATED AT POINTS OF ZERO SHEAR AND MUST BE APPROVED BY THE ENGINEER. SPLICES IN REINFORCING RODS SHALL BE AT POINT OF MINIMUM STRESS. 17. VERTICAL CONTRACTION JOINTS AT 20' C/C (MAXIMUM 10' FROM CORNERS) SHALL BE PROVIDED IN ALL WALLS OR AS INDICATED ON DRAWINGS. A. AT EACH CONTRACTION JOINT LOCATION. THERE SHALL BE EITHer: 1. TWO V-JOINTS, ONE IN EACH FACE OF WALL OR 2. ONE LARGER V-JOINT ON THE FACE NOT EXPOSED TO EARTH. B. AT EACH LOCATION WHERE A V-JOINT IS EXPOSED TO EARTH. INCLUDE BACKER ROD & SEALANT WITHIN JOINT, WATERSTOP WITHIN WALL. C. THE SUM OF THE NOTCH DEPTH AT EACH CONTRACTION JOINT LOCATION SHALL BE AT LEAST ~ OF THE WALL THICKNESS. D. SEE DRAWINGS FOR TYPICAL CONCRETE WALL CONTRACTION JOINT DETAIL. lB. EXPANSION AND CONTRACTION JOINTS BETWEEN CONCRETE MEMBERS SHALL BE F~LLED WITH APPROVED MATERIAl- SEE SPECIFICATIONS FOR OETAILS, 19. PROVIDE WATERSTOPS AT ALL CONSTRUCTION JOINTS BELOW GRADE LEVEL AND AS SHOWN ON DRAWINGS. FOR DESCRIPTION, SEE SPECIFICATIONS, 20. VERTICAL DOVETAIL GALVANIZED ~RON ANCHOR SLOTS, 2A" C/C SHALL BE PRDVIDED FOR ALL CONCRETE FACED WITH MASONRY, 2'-0" OR MORE IN HEIGHT. 21. ALL TEMPORARY OPENINGS AND BEAM OR COLUMN POCKETS SHALL BE FILLED. PROVIDE 2xA KEY AROUND OPENING OR POCKET. 22. NO CONSTRUCTION SHALL BE MADE WITHDUT REINFORCEMENT. UNLESS OTHERWISE NOTED, THE FOLLOWING PERCENTAGE OF THE CROSS SECTIONAL AREA SHALL BE PROVIDED AS MINIMUM REINFORCEMENT: SLABS. TOP AND BOTTOM ............... BEAMS, TOP AND BOTTOM ............... STIRRUPS ........................................ #S @ 8" COLUMNS. VERTICAL ......................... COLUMNS, VERTICAL TIES .............. #S @ 12" WALLS, SEE TYPICAL WALL DETAILS. BB. CALCIUM CHLORIDE SHALL NOT BE USED IN CONCRETE MIXES. 24. BACKFILL WITH LEAN CONCRETE TO BOTTOM OF FOOTING AROUND ALL PIPING PASSING BELOW THE SPREAD FOOTINGS. MINIMUM LENGTH OF LEAN CONCRETE ENGAGEMENT SHALL BE FOOTING WIDTH PLUS 4 FEET, SEE DRAWINGS FOR TYPICAL DETAILS OF PiPE AT FOOTINGS, ZS. WHERE NEW CONCRETE IS TO BE PLACED AGAINST EXISTING CONCRETE SURFACES, THE EXISTINO SURFACE SHALL BE ROUGHENED TO A FULL AMPLITUDE OE APPROXIMATELY 1/4 INCH. THE SURFACE SHALL BE CLEANED AND LAITANCE REMOVED IMMEDIATSLY. ALL CONSTRUCTION JOINTS SHALL BE MOISTENED AND STANDING WATER REMOVED BEFORE THE NEW CONCRETE IS PLACED. 26. FDR EMBEDDED INSERT LOCATIONS, DETAILS, ELEVATIONS, ETD NOT SHOWN ON THE STRUCTURAL DRAWINGS REFER TO THE ARCHITECTURAL DRAWINGS. 27. UNLESS OTHERWISE NOTED, REINFORCING BARS OR WELDED WIRE FABRIC SHALL NOT BE WELDED, TACH-WELDED OR USED FOR STRIKING AN ARC, 28. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI-S06. BR. THROUGHOUT CONSTRUCT[ON, THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTED AGAINST DAMAGE DUE TD EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT, MATERIALS OR METHODS, ICE, RAIN, SNOW, EXCESSIVE HEAT AND FREEZING TEMPERATURES. SO. EARLY DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST HOURS, SHALL BE CAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE MOIST CURED OR PROTECTED USING A MEMBRANE CURING AGENT APPLIED AS SOON AS FORMS ARE REMOVED. If MEMBRANE CURING AGENT 15 USED, EXERCISE CARE NOT TO DAMAGE COATING, ~ (REF: 021022) 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS INCLUDING THe CODE OF STANDARD PRACTICE AND SPECIFICATIONS FOR STRUO~JRAL JOINTS USING ASTM AS25 OR AABO BOLTS. 2. STRUCTIJRAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM Y1ELD STRENGTHS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED. ~ELD AS~ SPEC, A, STRUCTURAL STEEL SHAPES: 50 K.S,I. A--9g2 B. PLATES & CONNECTION MATERIAL 56 K.SJ. A-DS C. STRUCTURAL STEEL PIPE: 36 K.S.I. A-SS GRB D STRUCTURAL STEEL TUBING: 48 K.S.I. A-500 E. ANCHOR BOLTS: 36 K.S.I. F-1554 S. ALL BOLTED MOMENT CONNECTIONS AND BRACE CONNECTIONS SHALL BE ERECTED WITH S/4" DIA A-490 HiGH STRENGTH, SLIP CRITICAL (FRICTION) BOLTS, UNLESS OTHERWISE NOTED. 4`. ALL BOLTED CONNECTIONS SHALL BE ERECTED WITH 3/4`" Dia. ASTM A-490. TYPE N HIGH STRENGTH BOLTS, UNLESS OTHERWISE NOTED. S. ALL BOLTED SHALL BE FULLY TENSIONED. S. ALL WELDING SHALL CONFORM TO AWS D1.1 STRUCTURAL WELDING CODE, LATSST REVISION. ELECTRODES SHALL BE ETO SERIES. 7. THE FABRICATOR SHALL BE RESPONSIBLE FOE THE DESIGN AND ADEQUACY OF ALL CONNECTIONS THAT ARE NOT FULLY DETAILED ON THE CONTRACT DRAWINGS. 8. BHEAR CONNECTIONS SHALL BE DESIGNED TO BUPPORT THE REACTION OF THE BEAM FOR THE MAXIMUM SAFE UNIFORM LOAD UNLESS A GREATER REACTION IS SHOWN ON THE DRAWINGS. 9. MOMENT CONNECTIONS SHALL BE DESIGNED FOB THE FULL MOMENT CAPACITY OF THE BEAM UNLESS OTHERWISE NOTED ON THE DRAWINGS. 10. AXIAL CONNECTIONS SHALL BB DESIGNED FOR THE AXIAL FORCE AS SHOWN ON THE DRAWINGS. 11. ALL STEEL SHALL RECEIVE A SHOP COAT OF APPROVED PAINT EXCEPT BURFACEB TO BE WELDED, HIGH STRENGTH BOLTED OR SPRAY FIREPROOFED FOR FIELD COAT, SEE SPECS, 12, ALL CONTACT SURFACES WITHIN NIGH-STRENGTH BOLT CONNECTIONS AND WELDING AREAS SHALL BE FREE OF OIL PAINT, LACQUER OR GALVANIZING. 13. ENDS OF BEAMS & WEBS SHALL BE REINFORCED WHERE CUTS OR COPES REDUCE STRENGTH BELOW REQUIRED VALUES, 14`. COLUMNS AND BEAMS SHALL BE REINFORCED AS REQUIRED TO ACHIEVE THE FULL CAPACITY OF CONNECTING HANGARS, POSTS AND MOMENT CONNECTIONS. 15. ALL BEAMS, EXCEPT CANTILEVER BEAMS. SHALL BE FABRICATED & ERECTED WITH NATURAL CAMBER UP. ALL CANTILEVER BEANS SHALL BE FABRICATED SO THAT THE NATURAL CAMBER RAISES THE CANTILEVER END. 16, PROVIDE LOOSE LINTELS POE ALL TRADES OVER OPENINGS AS FOLLOWS: FOB 4" WYTHES, PROVIDE THE FOLLOWING ANGLE FOB EACH 4`' OF WALL THICKNESS: SPAN LINTEL 4`'-11" OR LESS 14xS-l/2xS/1S (LLV) FOR 6' WALLS PROVIDE LBxSxB/16 FOR SPANS UP TO 7'-0". LINTELS SHALL BEAR 6" MINIMUM AT EACH END. 17. DETAILED FABRICATION SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. FABRICATION SHALL NOT PROCEED UNTIL SHOP DRAWINGB ARE APPROVED, 18. PREPARATION FOR ALL EXPOSED STEEL SHALL CONFORM TO SECTION 1G OF THE AISC CODE OF STANDARD PRACTICE POR ARCHITECTURALLY EXPOSED STEEL. 19. ALL EXTERIOR EXPOSED STEEL SHALL BE PAINTED WITH ZINC RICH PAINT APPROVED BY ARCHITECT (OR GALVANIZING TO BE APPROVED BY ARCHITECT). 20, CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY GUY~NO AND BRACING REQUIRED TO ERECT AND HOLD THE STEEL FRAME IN AUGNMENT AND COLUMNS PLUMB, UNTIL DECK AND WALLS ARE IN PLACE. 2% BEARING SNDS TO COLUMNS SHALL BE MILLED TO COMPLETE TRUE BEARING. 22. PROVIDE HOLES AS REQUIRED TO RECEIVE MISCELLANEOUS DETAILS INDICATED ON ARCHITECTURAL AND MECHANICAL DRAWINGS. 25. ALL BEAM TO SPANDREL CONNECTIONS TO BE MADE With FULL DEPTH STIFFENER PLATES. ~ (REF: 021022) 1. STEEL DECKING SHALL CONFORM TO SDi SPECIFICATIONS. 2. PROVIOE MINIMUM .38" DECK WIDTH TYPICAL. S. ALL STEEL BECK SIDE LAP CONNECTIONS SHALL BE #10-16 TENS SELF DRILLING SCREWS AT 1Z" O.D. 4. TYPICAL STEEL DECK TO BEAM OR ANGLE CONNECTIONS SHALL BE B/8" DIAMETER PUDDLE WELDS AT 12" O.D.. USE WELD WASHERS FOR DECKS LIGHTER THAN 22 GAGE. 5, ATTACH STEEL DECK AT B" O.D. TYPICAL TO ANGLES AROUND AT PERIMETER OF DECK AND PERIMETER OF ALE~OP~NING$. B~ STEEL DECK TO SPAN CONTINUOUSLY OVER B BAYS M~NIMUM UNLESS (REF: 021022) 1. ALL UDHT GAUGE STEEL FRAMING WORK SHALL CONFORM TO THE A[SI SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS. 2. ALL STUBS AND/OB JOISTS ANO ACCESSORIES SHALL BE OF The TYPE, SIZE, STEEL THICKNESS, AND SPACING AS SHOWN ON THE PLANS AND SPECIFICATIONS. .5, ALL GALVANIZED STUDS. JOISTS. AND ACCESSORIES, 16 GAGE OR HEAVIER, SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENT OF ASTM A 5SS WITH A MINIMUM YIELD OF BO HSI. '$. ALL GALVANIZED STUDS, JOISTS. AND ACCESSORIES, 18 GAGE OR LIGHTER, SHALL BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENT OF ASTM A 655 WITH A MINIMUM YIELD OF 36 KSL ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING AS~'J A525. G-60, OR EOUIVALENT. B. WITH EACH TYPE OF METAL FRAMING REQUIRED PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS). BLOCKING, LINTELB. CUP ANGLES. SHOES, REINFORCEMENTS, FASTENERS. AND ACCESSORIES AS RECOMMENDED BY TRE MANUFAGTURER FOR THE APPLICATIONS INDICATED, AS NEEDED TO PROWBE A COMPLETE FRAMING SYSTEM, B. PRIOR TO FABRICATION DF FRAMING, THE CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS TO The ARCHITECT/ENGINEER FOR REVIEW. 7. PREFABRICATED PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION VGrBLE LIFTING AND TRANSPORTING. 8. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR. AS REQUIRED. FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. 9, ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED. IO. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLiNG SCREWS OR WELDING, SCREWS AND WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THe STRENDTH OF THE CONNECTION. WIRE TYING QF COMPONENTS SHALL NOT BE PERMITTED ALL WELDS SHALL BE TOUCHED-UP WITH A ZINC-RICH PAINT. 11. SPLIOES IN FRAMING OOMPONENTS, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED. 1Z. ABUTTING LENGTHS OF RUNNER SHALL BE BUTT-WELDED, SPUCED OR EACH LENGTH SECURELY ANCHORED TO A COMMON BTRUCTURAL ELEMENT 1S. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON DRAWINGS. ~4`. TEMPORARY BRACING, WHERE REOUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE. lB. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY HORIZONTAL STRAPING. BLOCKING OR COLD-ROLLED CHANNEL BRACIND AS REQUIRED BY THE MANUFACTURER. 16. dO1STS SHALL BE LOCATED DIRECTLy OVER BEARING STUDS OR A LOAD DISTRIBUTION MEMBER SHALL BE PROWDED TO TRANSFER LOADS. 17. BEARING OF JOISTS SHALL BE 1 ~" MINIMUM AT ENDS AND S ½" MINIMUM AT INTERMIBIATE SUPPORTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 18. SOLID BLOCKING SHALL BE PROVIDED AT EACH FLOOR AT THE FIRST AND SECOND SPACED OF EACH END AND AT A MANIMUM SPACING OF 10'-0" ON CENTER. 19. BRIDGING BHALL BE PROVIDED AT EACH FLOOR CONSIST{NC OF 18 GAGE FLAT STRAP TOP AND BOTTOM AT iNTERVALS NOT TO EXCEED 7'-0" ON CENTER. TOP STRAP MAY BE ELIMINATED IF METAL DECK OR PLYWOOD SHEATHING IS ATTACHED TO THE FLOOR JOISTS. 20. BRIDGING SHALL BE PROVIDED IN ALL WALLS AT INTERVALS NOT TO EXCEED 4'-0" ON CEN~ER. WALL BRIDGING SHALL CONSIST OF SOLID BLOCKING AT EACH END AND AT A MAXIMUM SPACING OF 10'-0" ON CENTER AND FLAT STRAP AND/OR BRIDGING ANGLES ATTACHED TO EACH STUD. 21. ALL BRIDGING, BRACING. BLOCKWIO. STRAPPING, WEB REINFORCEMENT, ETC. MUST BE IN PLACE PRIOR TO PLACING ANY LOAD ON THE dOIST. 22. FOE 18 GA. AND LIGHTER FRAMING, CONNECTION SHALL BE MADE USING SELF-DRILUNO. SELF-TAPPING SCREWS. FOR 1S GA. AND HEAVier FRAMING, CONNECTIONS SHALL BE MADE BY WELDINO, BY BOLTING OR BY SELF-DRILLING, SELF-TAPPING SCREWS. 2S. FOR 16 GA. AND HEAVIER, MINIMUM SCREW SIZE SHALL BE No. 10-16. 24.. DISTANCE BETWEEN SCREWS SHALL NOT BE LESS THAN 1/2". 2B. UNLESS OTHERWIBE NOTED ON DRAWINGS. JOIST AND STUD SPACING SHALL BE 16" D.c. 2B. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM GAGE THICKNESS ALL LOAD SEARING AND EXTERIOR WALLS SHALL BE lB GAGE. 27. AVOID LOCATING WEB PUNCHOUTB WITHIN 18" OF SUPPORTS. SHOULD A PUNCHOUT BE LOCATED IN THIS AREA, A WEB S~FFENEB. MIN B" WIDE, SHALL BE CENTERED OVER THE PUNCHOU% 28. CONTRACTOR SHALL COORDINATE UGHT GAGE STEEL FRAMING WITH ARCMITECTIJRAL DRAWINGS. ~ (REF: 021022) 1. ALL MGHT GAUGE BTEEL TRUSSES SHALL BE FABRICATED BY AN AUTHORIZED TRUSS FABICATOR AND SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS'. 2. ALL TRUSS MEMBERS SHALL BE COLD FORMED TG INDICATED SIZES, PROFILES. AND TH[CNNESSES OF STEEL CONFORMING TO ASTM 6B5 WITH A MINIMUM GDO CDATING. $. ALL TRUSS MEMBERS SHALL BE COLD FORMED STEEL CONFORMING TO ASTM ABDO WITH A MINIMUM YIELD AND MATERial THICKNESS AS SHOWN IN THE TRUSS SPECIFICATIONS. 4. ALL BRIDGING AND 8RACING AS INDICATED ON THE DESIGN DRAWINGS MUST SE IN PLACE PRIOR TO PLACING ANY LOAD ON THE TRUSS. 5. THE FIELD REMOVAL, CUTTING, OR ALTERATIONOF ANY TRUSS CHORD OR WEB MEMBERS IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER AND/OR TRUSS DESIGNER. 6. STEEL TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. FINAL TRUSS DRAWINGB BHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER. 7. PREFABRICATED LIGHT GAUGE TRUSSES SHALL BE OF THE SIZE SHOWN AND SHALL BE DESIGNED AND FABRICATED OF MATERIAL AS REQUIRED TO SUPPORT THE SUPERIMPOSED LOADS AS SHOWN ON THE DRAWINGS. 8. SHOP DRAWINGS AND CALCULATIONS BEARING A REGISTERED ENGINEER'S CERTIFICATION SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND SHALL CONTAIN THe FOLLOWING INFORMATION FOR eACH TYPE AND SIZE TRUSB ASSEMBLY TD BE PROVIDED: - DETAIL OF TRUSS SHOWING SIZE OF MEMBERS. - GRADE OF MATERIAL USED. - LOADING CONDITIONS USED IN DESIGN. - CALCULATED FORCES FOR EACH MEMBER. - CONNECTOR SIZES AND LGCATION, 9, THE INFORMATION PROVIDED SHALL ALSO TAKE INTO ACCOUNT AND SHOW ALL SPECIAL DESIGN, FRAMING, AND CONNECTION REQUIREMENTS FOR TRUSSES, SUCH AS AT OONCENTRATED LOADS, UNBALANCED OR UNSYMMETRICAL LOAD CONDITIONS, AND OTHER NON-TYPICAL FRAMING DETAILS. AN ERECTION PLAN OF THE TRUSS FRAMING SHALL BE PROVIDED INDICATING ALL TRUSS LOCATIONS AND FRAMING CONDITIONS, ~ (REF: 070912) 1, PRIOR TO PROCEEDING WITH THE WORK, CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE ENGINEER FOR REVIEW: ~ (REF: 030830) 1, THE DWNER SHALL PROVIDE FOR SPECIAL INSDECTIONS GF THE FOLLOWING WORK AND ANY OTHER WORK AS MAY BE REQUIRED BY THE DEPARTMENT OF BUILDINGS, 2, SPECIAL INSPECTIOIN OF MATERIALS. ASSEMBLIES AND METHODS OF CONSTRUCTION SHALL BE AS PER 1704- OF THE NEW YORK STATE BUILDING CODE AND SHALL INCLUDE THE FOLLOWING, UNLESS SPECIFICALLY NOTED OTHERWISE: A. HIGH STRENGTH BOLTS B. WELDING C. STEEL FRAMING 0. PLACEMENT OF CONCRETE S, ALL REQUIRED INSPECTIONS AND TESTS SHALL BE PERFORMED BY AN APPROVED TESTING AND INSPECTION SERVICE. 4. COPIES OF ALL INSPECTION AND TEST REPORTS SHALL BE FURNISHED TO THE ENGINEER UPON COMPLETION. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING AL1 WORK WHICH IS DETERMINED BY TESTING AND INSPEC~DN NOT TO COMPLY WITH SPECIFIED STANDARDS. ~ (REF: 021022) 1. CONTACTOR SHALL VERIFY THE WEIGHT AND SIZE OP THE FOLLOWING MECHANICAL UNITS: MAXIMUM APPROXIMATE APPROXIMATE UNit WEIGHT(LBS) LENGTR(IN) WIDTH(IN) AHU-1 ~ 2 55 4g,21 12.80 AHU-S 117 SO lB ACCU-1 & 2 125.40 BS. D7 1S,19 ACCU-S 178 3S 14 2. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED iMMEDIATELY IF THERE ARE ANY CHANGES TO THE WEIGHT AND SIZE OF THE PROPOSED MECHANICAL UNITS SO THAT CORRECTIVE MEASURES CAN BE TAKEN, STRUCTURAL DESIGN BASED PER PROTOTYPE P1-A BACKGROUND RECEIVED: 4-8-09 PRIOR TO START OF STRUCTURAL WORK: 1. CONTRACTOR SHALL CHECK FOR LATEST PROJECT BULLETINS AND ADDENDA. 2. CONTRACTOR SHALL CONFIRM THATALL SUBCONTRACTORS ARE USING THE LATEST STRUCTURAL DRAWINGS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL, PRIOR TO MATERIAL ORDERING AND FABRICATION. CONSULTANTS: FSAVlK4k MURRAY, CONSULTING ENGINEERS Ii KOUTSOUBIS, AI_ONSO ASSOCIATES PE, PO 70 East Old Country Road HIcksville, NY 11801 (515) g31-8282 F~: (518) 951-8284 Webalte: Www.ks. ape,oom Email: deGIgn@k~ape.com HR.~,(EN GIN EERIN G,PC COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REA/ISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. East Jericho Turnpike, Mineola, NY 11.501.2032 30 West 24th Street, 3rd Fleor, New York, NY :1.003.0 707 State Road, Princeton, NJ 08540- 134 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AAID AS SUCH APE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY O'D'IERS ARE PROHIEITED. IDRAWING TITLE: DRAWN EY: CHECKED BY: TKC STRUCTURAL NOTES DM DATE; 1/11/ID SCALE: AS NOlO FILE NAME: 07-1185 JRS NUMBE~ 07200 SEE ARCH AND CIVIL DrAWiNGS FOR PAVMENT DETAILS FOOTING F3 EA WAY TOP AND BOTTOM REINF F3 OVERPOUR AT DOORWAYS, DROP TOP OF FOUNDATION WALL. COORDINATE WITH ARDH DWGS, (TYP) PIER P1 W/8- ~5 VERTICALS -- FOOTING F2A EA WAY BOTTOM REINF XTERIOR WALL: 6"xl 5/8"x18 DA, STUDS F2 1'-2" (TYP) 2'- 0" (TYP) F2 FOUNDATION SCALE: 1/4"--1'-0" W PLAN NOTES: 1, TOP OF SLAB ON GRADE ELEVATION = 100'~O" = REFERENCE ELEVA'~ON UNLESS OTHERWISE NOTED ON PLAN. B. BOTTCM OF COLUMN AND WALL FOOTING ELEVATION = (-4'-0") BELOW GRADE. 3. TOP OF PIER ELEVATION = -0'-9" BELOW REFERENCE ELEVATION UNLESS OTHER~SE NOTED ON PLAN. REFER TO DRAWING ES.O FOR FOUNDATION DETAILS. 5, REFER TO DRAWING S4,0 FOR TYPICAL DETAILS. 6. DRIVE THRU CANOPY DESIGN NOT BY KAA. CANOPY SUPPLIER SHALL BE RESPONSIBLE EA WAY BOTTOM REINF 5" CONCRETE SLAB WITH 1-LAYER 6xBw2.gxw2.9 W.W.F. 1~8" CLEAR TOP THROUGHOUT ON 6' MINIMUM CLEAN GRANULAR BASF- TOP OF SLAB ELEVATION +100'-0". SEE ARCH. DRAWINGS FOR RELATION OF BUILDING ELEVATIONS TO MUNICIPAL DATUM, ISOLATION JOINTS (TYP) W/5-#5 x $'-6" EA WAY BOTTOM REINF F2 17'- g~/2' -- I 11" (TYP)~ JOINTS (AT WINDOW) 18'-7" ~'-2" (T~) 2'-0" (TYP) w/5-~L5 x 3'-6" EA WAY BOTTOM REJNF 10" SHEL~) F2A F2 71" (Tm) PIER P1 [ W/8--#5 VERTICALS FOOTING Ft W/¢-#5 x 5'-6" EA WAY BOTTOM REtNF STRUCTURAL DESIGN BASED PER PROTOTYPE PI~A BACKGROUND RECEIVED: 4-8-09 PRIOR TO START OF STRUCTURAL WORI~ 1. CONTRACTOR SHALL CHECK FOR LATEST PROJECT BULLETINS AND ADDENDA. 2. CONTRACTOR SHALL CONFIRM THATALL SUBCONTRACTORS ARE USING THE LATEST STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL, PRIOR TO MATERIAL ORDERING AND FABRICATION. 143 CONSULTANTS: II CONSULTING ENGINEER~ KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC St nJctural Engineers 70 Eas~ Old Oountry Road Hioksville, NY 11801 (518) 931-8282 Fax: (516) 931-8284 Webslte: www. kaape.com Email: de$ign@kaape.com HRM ENGINEERING,PC ENGINE~.-'RING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLtENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Miceola, NY/1501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRA~NGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATION8 BY OTHERS ARE PROHIBITED. JDRA1/V]NG TITLE: FOUNDATION PLAN DM J DATE: 1/11/10 TKC J SCALE: AS NOTED I FILE NAME: 07-1185 JRS NUMBER: 07200 SHEET NUMBER: S2.O1 ARCH ARCH DWGS 10'-4" 2'-10" DWGS ~ HEADER TRUSS ' ~ LINE OF EXTERIOR VENEER. i~ TOWER ROOF SCALE: 1/4"=1~-0' FRAMING PLAN W I'~'-s- E' I DRAWINGS FOR DETAILS ~ iA _]' T/TRUSS ~ (+112'-4 1/2") ~ ~T/TRUS$ T/TRUSS ~ I ~ < ~ RTAC-2 ~ ~ PITCH DN -- / H ~ ~ 15oo LBS = ~ P ~ w~ I~ ~ w1~26 s r" ~ L ~ I W16x26 (S) L 6X2~(S) ' J ~ -- W16X31 (S) ' J p .... 2r-4y: ~PLAN 1, (+....) INDICATES TOP Of ROOF S]EEL/TRUSS/PARAPET ABOVE REFERENCE ELEVATION, 2. TYPICAl ROOF CONSTRUC~ON: I~B" 20 GAUGE WiDE R~B ROOF DECK SUPPORTED ON PREFABRICATED LIGHT GAUGE TRUSSES AT 48° O,C. 5. ~YPICAL TRUSS DESIGN LOADS: TOP CHORD 10 PSF DL 20 PSF LL (PLUS DRIFTED LOADS AS REOUIRED) CONSULTANTS: IAVlK~ MURRAY, LLP~ CONSULTING ENGINEERS H KOUTSOUBIS, ALONSO ASSOCIATES, PR, PO Structural Engineem 70 East Old Countw Road (516) 931-8282 Fax: (516) 931-8284 Webslte: www.kaape.com Email: design@kaape.com  HRM ENGINEERING,PC ENGIN~iRING CONSULTANT COMMENTS: DATE DESCRIPTION 2122110 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS Of SERVICE AND AS SUCH ARE THE PROPERTY OF JRS AECHITECf, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 6.7k - WALL AT LINE F BETWEEN LINES 2 AND 4 2.3k - WALL AT LINE f BETWEEN LINES I AND 2 I DRAWING TITLE' I 2.Ok - WALL AT LINE B BETWEEN UNES 3.5 AND 5.7 I ' I 10. PROVIDE ADDI'flONAL C6 S~JDS BETWEEN ROOF TRUSSES FOR 24" MAXIMUM MEMBER SPADING At PARAPETS. ADDITIONAL S~DS TO EX~ND ROOF F~MING P~N mOm ~ACK AT TRUSS BEARING TO ~ACK At TOP OF PARAPET. PRIORTO START OF STRUCTU~LWORK: I I I I SUBCONT~CTORS A.~ US~.e T.~ I I~~~ '}~ I [ I 3. CONT~CTOR SHALL SUBMIT SHOP lee[ I~-I= I "'~"" ~ I I D~NG8 FOR R~IEW AND APPROVAL; IT~ /~ I ........... II STRUCTU~L DESIGN BASED PER PROTO~PE I PRIOR TO MATERIAL ORDERING AND I ~¢~ I I ~"~"~"~":_ . I F WALL CORNER WALL INTERSECTION ~,5 DIA. 40'-0" o.c, WALL CONST. JOINT NOTE: VERTICAL WALL REINFORCEMENT NOT SHOWN ON DETAILS. ] I1 T'T'PIC:~,L FOUNE)~,TION W~LL DET~,IL5 B = 8" MINIMUM OR SLAB THICKNESS (WHICHEVER IS GREATER) SAWED JOINT CONSTRUCTION JOINT ~'PICAL SLAB DEPRESSION NOTE: FI JOINT INTERIOR COLUMN NOTE: WALLJ EXTERIOR COLUMN 4-A4" DIA. ANCHOR BOLTS (~P U.O.N.) IF CONSTRUCTION TYPE CONTROL JOINTS ARE UTILIZED, SLAB MUST BE PLACED IN A LINE~ STRIP PATFERN ALLOWING 24 HOURS A = 8" MINIMUM (1'-4" MAXIMUM) T = FTC THICKNESS (SEE PLAN) TYPICAL STEPPED FOOTIN~ PET,AIL CONT. FTO. REIN . PER FDN. SECTIONS F2 T"r'PIC,AL CONCRETE IN BOX OUT SECTIONS POURED AT LEAST 2A HRS AF"rER GLAD. Of FTG SEE PLAN FOR COL. & BASEPLATE SIZE T/SL~a-- SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCEMENT- ,~-]' g,A. x ANCHOR BOLTS (TYP U.O.N.) 2-#5 EACH FACE Of CURB PER FDN. SECTIONS t /-~2-#5 EACH FACE EACH SIDE UNLESE OTHERWISE NOTED EACH NOTE: CONNER F_ACH FACE FOR OPENINGS TYPICAL OPENIN~ PET,AIL NAILIN~ ~CWEDULE EDGE CONDITION F~STENERS & SPACING TYPICAL INTERIOR SUPPORT 1Od @ 12" TYPICAL PANEL EDGE lOd @ 61' CONT FTG. PER SECTIONS ENT~¥ DETAIL F6 C5 STRAP STRAP TRACKN TO E TO [ TO VARIES-- SEE PLAN E OF WALL APPLY PANELS IN SHEETS WITH STAGGERED END JOINTS AS SHOWN PL'~OOD SHEATHING H CLIPS DECK WITHOUT TONGUE & GROOVE EDGES INTERIOR SUPPORTED EDGE FASTEN @ 12" O.C. @ ALL PANEL INTERIOR SUPPORTS TYPICal 5NE~,TNINC~ ~ET~lL5 COLUMN COLUMN SEE PLAN STRAPS -T/FlR SLAB +100'-0" HEADER W/(4) ~10 IN EACH LEG OF ANGLE Tq --T/FOUNDATION SEE TYP COLUMN BASE BET'S. FOR REM. [~ALL E~P. ACE ANCNOt~ DETAIL ~ Fl~ COLUMN (8) #10 HEADER TO FULL HEIGHT STUDS Ea SIDE Of WALL -- COPE HEADER FLANGE FOR STUDS DBL STUDS - ~YPICAL INTERIOR SUPPORT (TYPICAL) BLOCKING, BEAM Or BEARING WALL FLOOR JOISTS 0 TRUSSES PANEL HEADER TOGETHER DBL CRIPPLE STUD - TYPICAL TOGETHER OUTSIDE FACE OF STUDS ~ ~ W.P. S~ WITH HY-150 ADHESIVE. HSS COL SEE PLAN SEE PLAN FOR SIZE JOINT, TTPIC.,Z,,L COLUI'I~I TI TYPICx~L EXT. LU~LL i~t=../~CING ~Et~lL5 Zs"~ CONT. 1S GA. TRACK - FASI~N CONCRETE W/.145"¢ POWDER ACTUATED FASTENERS W/1½" MIN. EMBEDMENT @ 6° O.C. AT BRACED WALL SEGMENTS, @ 12" O.C. ELSEWHERE TO TRACK \/~' f~EGtUII~D VERIFIC,ATION ,AND INSPECTION ~'~ERIFI~ ATION AND INSPECTION COI~RNUOUS PERIODIC 1 Sl~EL CON~FF3CllON -- IBC -- $704.S A Materiol verRication of high strength bolts, hues and woshers. X SLAB W,ALL E)~.ACE T5 ANCNOt~ DETAIL 143 CONSULTANTS: KOUTSOUBIS, ALONSO ASSOCIATES, PR, PC Structural Engineers 70 East Old Counby Ro~d Hiok~vllle, NY 11801 (516) 931-8282 F~x: (516) g81-8284 Webslte: www.k~ape.com Email: design@k~ape.corn HRM ENGINEERING,PC ENGINE~ERING CONSULTANT COMMENTS: DATE DESCRIPTION 2122/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. /81 East Jericho Turnpike, Mineola, NY 1/801-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540.1434 THESE DRAW1NGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANy INFRINGEMENTS OR ALTERATIONS BY O'~ERS ARE PROHIBITED. I DRAWING TITLE: I TYPIDaL DETAILS PRIOR TO START OF STRUCTURAL WORK: I I PROJECT BULLETINSANDADDEND& I C.,O OS,: . :.l I ^sNoTEo I II SUBCONTFL~CTORS ARE USING THE I I /~'.~ '~ ~"= I ~ 3. CONT~CTOR SHALL SUBMIT SHOP I lk~ ~' I; I I I ......................... I D~NGSFORR~EWANDAPPROVAL, II~~Y I I i ~, -.~2~2~2~22-X.Z, · ~= [ PRIOR TO MATERIAL ORDERING AND I I I~~ ~:~ I (MAIN ROOF) T/GROUND FLR. EL, +100'-0" lc,ALL ELEV,ATION ~ LINE lc,ALL ELEV,ATION LINE I CONT. 6'~-TR~K O CONT. 6" TRACK T/GROUND FLR. EL. lC,ALL ELEv,ATION '~ LINE 4 P=150 LBS SEE PLAN TRUSS T1 AT ACCU-1 P=900 LBS P=900 LBS SEE PLAN TRUSS T2 AT RTAC-1 SPECIAL LOADING DIAGRAM AT PREFAB ROOF TRUSS SCALE: NTS NOTE: INDICATES DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL AND MEP DRAWINGS. RTAC-2 RTAC-2 P--800 LBS P=800 LBS SEE PLAN TRUSS T2 AT RTAC-2 TR~U55 T2 pP-..EF~E5 ROOF TRIJ55 ELEVATION5 NOTE5 STRUCTURAL DESIGN BASED PER PROTOTYPE P1-A BACKGROUND RECEIVED: 4-8-09 PRIOR TO START OF STRUCTURAL WORK: 1. CONTRACTOR SHALL CHECK FOR LATEST PROJECT BULLETINS AND ADDEND~ 2. CONTRACTOR SHALL CONFIRM THAT ALL SUBCONTRACTORS ARE USING THE LATEST STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL, PRIOR TO MATERIAL ORDERING AND FABRICATION. SECTION 143 -- CONSULTANTS: ISAVIK&: MURRAY, LLP1 CONSULTING ENGINEERS ii KOUTSOUBIS, ALONSO ASSOCIATES, PE, PO Structural Engineem 70 East Old Country Road Hieksville, NY 11801 (518) 981-8282 Fax: (516) 931-8284 Webaite: www.kaape.com Email: design@kaape.com HRU ENGINEERING,PC COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: d~ JPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.O. 181 East Jericho Turnpike, Mineola, NY 11501.2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Pdnoaton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.O. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: ELEVATIONS I DRAWN BY: DM I DATE: 1/11/10 CHECKED BY: TKC SCALE: AS NOTED FILE NAME: JRS NUMBEI~ 07200 PREFABRICATED CANOPY COLUMN~ -- FACE [] 345 J1 2-45 (OR SEE PLAN SEE PLAN FOR FOOTING. SIZE I B/FOOTING SECTION J4 SECTION 5 TOP ~ BOTTOM EARS ARCH. A CIVIL DWBS. FOR PAVING BOLLARD & PIER BEYOND-SEE ARCH. DWGS, ///~ C6 STUDS CONT. CB STUD NS & FS - SECURE TO COL. W/SIMPSON TB146;S ~R EOUWALENT AT /// x0 PLATE BRACE CONT. C6 STUD NS & FS SECURE TO COL. W/SIMPSON TB14BUS OR EQUIVALENT AT 12"o.c. SEE DWGS. FOR EIFS DETS. ~"8 GYPSUM~ SHEATHING SEE ARCH. DWG~. COL SEE PLAN STD. SHEAR TAR CONNEC~ON Wl6 HEADER SEE PLAN STUDS C6 STUD NS ~ FS - SECURE TO COL W/SIMPSON TB146US OR EQUiVALENT AT 12"o.c, CONN FOR BEAM REACTION SEE ARCH. DWGS, Jq SECTION SECTION J13 HSS COL SEE PLAN SECTION Scale: 3/4"= I'-¢" SEE ARCH. DWGS. FOR BETS. RASE PLATE COL. DETAIL COLUMN BASE COLUMN ISOLATION JOINT HSS COL. SEE PLAN J18 -1 FOOTING COL. DETAIL ARCH. DWOS. FOR CU~AIN WALL DETS, NUOUS ARCH. OWGS. FOR INSULAT{ON SEE ARCH. DWGS. WEH (1) #10 TEK SCREW @ EACH FLANGE 2-~5 CONT. ARCH. DWGS. FOR VENEER & FINISH BETAILS 5/8x18 GA STUD BEARING WALL GA CONT TRACK. ATTACH TO FDTN WITH SIMPSON 0,145"xl 1/4" PDP PAP'sAT 12" OC. REF SCBED FOR ASTACHMENT AT SHEAR WALLS ARCH, DWGS. FOR INSULATION SEE SECTION E14/S6,0 FOR RSMAINDER ARCH. OWGS. FOR CURTAIN WALL BETS, CONTINUOUS BARS ARCH. DWGS. FOR INSULATION 2x6 STUD WALL SEE ARCH. DWGS. FOR FIN. DETS.~ -CONT. 2x6 P.T. SILL SECURE W/~"¢ HILTI KWIK BOLTS © COLUMN JOINT 1,, JOINT FILLER 2 JOINT COLUMN BASE BET'S. ON S¢.0 "JOINT FILLER 3- TOP & BOSOM BASE i 4'-0" BELOW MINIMUM SEE PLAN ON 2-~5 MINIMUM (OR ~2" oc, GRANULAR BASE FOR 2-45 BARS MINIMUM (OR 12" O.C. MAXIMUM) EACH SECTION 3-45 TOP BOITOM CONT. Ocal~= 3/4"= I'-~" MINIMUM SEE pLAN ~3@12'! 2-45 BARS (OR 12" O.C. EACH FOR INSULATON 3-45 TOP BOSOM CONT. SECTION 3-45 TOP ~ B/FOOTING GRADE 4'-0" BELOW .' MINIMUM ARCH INSULATON SE( SHE SEE DWGS. ATTACH WITH TEK SCREW @ FLANGE 2-45 B~ ARCH. DWGS. VENEER & FINISH 5/8×18 GA STUD BEARING WALL BEYOND WITH SIMPSON 0.145"xl PAF's AT 16" OC. REF SCHED #5 CONT. BAR ARCH. DWGS. ATTACHMENT AT SHEAR WALLS ½" JOINT FOR INSULATION ARCH, DWGS. FOR INSULATION W.W.F. INSULATION SEE ARCH. DWGS. CURTAIN WALL BARS CONT. COLUMN SEE PLAN JOINT ~P. COLUMN DET'S. ON S4.0 "JOINT FILLER 2-#5 BARS MINIMUM (OR 12" O.C. MAXIMUM) EACH 2--45 RARS MINIMUM \ (OR 12' O.C. MAXIMUM) 6" GRANULAR 6" g EACH BARE 2-~5 BARS MINIMUk BARE EACH B/FOOTIN~ ~ BOSOM CONT. I Z/FOOTING ~ I 4'-0' BELOW GRADE E PLAN Ecj 6" GRANULAR BASE SEE ARCH DWGS. FOR INSU LATON SEE PLAN ~ MINIMUM SECTION 2-45 BARS MINIMUM (OR 12" O.C, MAXIMUM) EACH 5-45 TOP &: BOSOM CONT. Ell2 EACH 3-45 TOP & BOTTOM SECTION SEE PLAN BELOW GRADE~ JM SECTION T/SLAB (SEE PLAN) ~B/FOOTING PLAN) SEE PLAN SEE PLAN SEE PLAN STeM WALL SEE PLAN 2 COMPRESSIBLE FILLER GRADE SEE PLAN FOR SIZE VERTICAL REINFORCEMENT SEE TYPICAL FOUNDAllON WALL SCHEDULE HORIZONTAL REINFORCEMENT SEE TYPICAL FOUNDA~GN WALL DOWEL TO MATCH VERTICAL WALL REINFORCEMENT SEE TYPICAL FOUNOA~ON WALL DETAIL FOR REINFORCEMENT COMPRESSIBLE FILLER ~(SEE PLAN) B/FOOTING ~'~'(SEE PLAN) SEE PLAN ON GRADE SEE PLAN FOR SIZE 2 SEE PLAN VER~CAL REINFORCEMENT SEE 3'fPICAL FOUNDATION WALL SCHEDULE HORIZONTAL REINFORCEMENT SESI~PICAL FOUNDATION WALL SCHEDULE DOWEL TO MATCH VER~CAL WALL REINFORCEMENT FOOliNG SEE ~'PICAL FOUNDATION WALL DETAIL FOR REINFORCEMENT 44 AT 12" O,C. AT DOORWAY-- FOUNDATION WALL SEE SCHEDULE FOR REIN[ "~(SEE PLAN) SLAB ON GRADE SECTION AT STEM WALL (" ' EXTERIOR WALL SECTION (' SECTION AT DOORWAY SCALE: 3/4"--1'-0" S~ SCALE: 3/4":1'-0" ~ SCALE: 3/4"=1'-0" STRUCTURAL DESIGN BASED PER PROTOTYPE P1-A BACKGROUND RECEIVED: 4-8-09 PRIOR TO START OF STRUCTURAL WORK: 1. CONTRACTOR SHALL CHECK FOR LATEST PROJECT BULLETINS AND ADDENDA. 2. CONTRACTOR SHALL CONFIRM THAT ALL SUBCONTRACTORS ARE USING THE LATEST STRUCTURAL DRAWINGS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL, PRIOR TO MATERIAL ORDERING AND FABRICATION. 143 CONSULTANTS: I AVIK & MURRAY, LLP1 CONSULTING ENGINEERS Ii KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 :East Old Country Road HIoNsvllle, NY 11801 (518) ~31-8282 Fax: (518) 931-8284 Webaita: wv,~v.ke~pe,com Emafl: design@k~ape.com  HRM ENGINEERING,PC ENGINEERING CONBULTANT COMMENTS: DATE DESCRIPTION 2122/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: ' JPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY :Ll501.2032 30 West 24th Street, 3rd Floor, New York, NY lOOlO 707 State Road, Princeton, NJ 08540-1434 THESE DRAV~NGS APE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBffED. JDRAWING TITLE: DRAWN BY: CHECKED BY: SECTION AT FOUNDATION DM DATE: 1/11110 TKC SCALE: AS NOTED 07-1185 JRS NUMBER: 07200 SHEET NUMBER: S6.01 BEE ARCH. FOR EIFS FINISH DETS. DBIVS-UP CANOPY - SEE ARCH, DWGS. FOR ADD'L STUDS PLATE · ½-¢ THRU SEE ARCH. DWGS, FOR MASONRY VENEER D E~AI LS CONT. 18 GA. TBADK W/CONT. PRESSURE TREATED 2x RIPPED TO S' WIDE BEARING WALL SECTION SECTION TO TRUBS TRUSSES E518 TRACK PLYWOOD SHEATHING DWGS. FOR ROOFING FLASHING ANGLE {" GYPSUM SHEATHING SEE ARCH. DWGS. DWGS. POE BLOCKING, ROOFING & FLASHING C6 BLOCKING BETWEEN TRUSSES ~" PLYWOOD SHEATHING W/FASTENERS @ S" O.C AT ALL EDGES AND BLOCKING AND @ 12"0,C. TO ALL TRUSSES ARCH. DWGS. FOR ROORNG ~z FLASHING ANCHORAGE ~ BEARING HARDWARE AS REQ'D BY TRUSS BUPPUER W12, SEE PLAN SECTION METAL DECK CONT. 18 Gk ~DWGS. FOR EIFS FINISH CONT, 2x6~ HSS COLUMN WFTH CAP ~ SEE PLAN SEE ARCH. DWGS. FOR MASONRY VENEER DETAILS / / / / .GECTION STUD WALL (BEYOND) SECT. 84 FOR CONT. TRACK EACH SIDE OF COL @ EA. CB METAL DECK PREFAB ROOF TRUSSES SEE PLAN s'rANDARG'~'--~SE PLAN SHEAR TAG PCR SEAM CONNECTION SIZE GYPSUM SHEATHING DWGS. SHEAR TAB w/3-~"¢ SEE PLAN HSB6xI2 BEAM MASONRY VENEER-SEE ARCH, DWGS. FOR ADD'L ( ) .~ECTION CONT. 1 B GA- TRACK COPE INNER FLG. AT M~TAL ~PREFAB ROOF SECTION TRUSS METAL DECK STUD BEARING WALL E511 PLYWOOD ADD'L C6 HSSSx6 COL TYP. TOWER: COLUMN FOR MASONRY VENEER DETAILS N1 CONT. 16 GA. TRACK W/CONT. PRESSURE TREATED 2x RIPPED TO S" WIDE WALL TRUSS CONT. 16 GA. TRACK SEE ARCH. DWGS. FOB GLAZING DETS. CONT, 18 TRACK COPE FLANGES AT CN3.1) +111'-I0½"-- (NIB) +ul-n½'_ GA. TRACK AT TOP OF PARAPET END WEB --C6 STUDS © 24" 0,C LT. GAUGE ~ROOF TRUSS I SIMPSON A35~ i16 GA- TRACK AT ANGLE @ EA. TRUSS BRO. ELEV. STUD SHEATHING SEE ARCH. DWGS. MASONRY VENEER. ANCHORAGE ~ INSULATION (LLV -- DOWN) SEE ARCH. DWCS. FOR GLAZING DETAILS SEE ARCH. DWGS. .~ECTION MASONRY VENEER. ANCHORAGE &: INSULATION DETAILS MASONRY VENEER-SEE ARCH. DWGS. FOR ADD'L. NS.l/NS.2 PREFAB ROOF TRUSS METAL Nil VARIES -- .~ECTI©N WALL (BEYYOND) H$S COL. (BEYOND) EXTENDS TO TOWSB ABOVE. SBE PLAN .~ECTION STUD BEARING ADD'L. WALL AT EACH WALL SEE ARCH, DWGS, FOR EIFS FINISH CONT. 16 GA. TRACK W/CONT. PRESSURE TREATED 2x RIPPED TO SECTION ROOF TRUSS PLYWOOD SEE SECT. B4 FOR CONT, TRACK EACH SIDE OF COL. -(¢)~1B @12 -- DBL CB AT 1STTRUSS SPACE C6 CRIPPLE STUDS @ 24" O.C. BETWEEN COLUMNS (BEYOND) HSS COL CONT. I6 GA- TRACK SECURED TO TOP FLANGE OF BEAM ADD'L AT EACH WALL ADD'L. CS AT EACH WALL SEE ARCH. FOR MASONRY VENEER DETAILS N14 SECTION SEE ARCH. DWGB, PLYWOOD CONT. 16 GA. TRACK W/CONT. PRESSURE TREATED Zx RIPPED TO 6" WIDE SEE ARCH. DWOS. FOR MASONRY ARCH, DWGS. FOR ROOFING & FL~HING METAL DECK C6 BLOCKIN( AT EACH STUD GA. HEADER SEE PLAN W/ HUCQ4-10-$DS HANGER ARCH. DWGS. FOR ROOFING &¢ FLASHING L~½- METAL DECK COL. SEE PLAN KWIKPRO SCREWS CONL 18 GA. TRACK COPE INNER FLG. AT Nll THRU @ 24" O.C. 3YPICAL SILL ASSEMBLY: 2x12 PLATS (RIP TO SIZE) ~"xlO" STEEL PLATE SECTION W BEAM SEE PLAN FOR SIZE WIDE STUD BEARING WALL FOR RIPS FINISH SHEATHING PLAN DETAIL #10 SCREWS @ EACH C6 ½" METAL DECK iDEL CBx4'-O"LG. W/ C6 F BTWN. TRUSSES @ INT. EN 3,, E CAP [ ON COLUMN ½"e BOLT NS & FS OF COL. GYPSUM SHEATHIN SEE ARCH. DWGS. CONT. 16 GA. TRACK TO TOP OF HSS BEAM SEE ARCH, DWG5 FOR MASONRY VENEER DETAILS C6 STUDS SECTION T'rP. WINDOW 5ILL DETAIL DR. 6ECTION STRUCTURAL DESIGN BASED PER PROTOTYPE P1-A BACKGROUND RECEIVED: 4-8-09 TO FORM 16 GA. TRACK CRIPPLE STUDS HSS 5x5 COL. SEE PLAN FOR HSB BEAM SIZE PRIOR TO START OF STRUCTURAL WORE 1. CONTRACTOR SHALL CHECK FOR LATEST PROJECT BULLETINS AND ADDENDA. 2. CONTRACTOR SHALL CONFIRM THATALL SUBCONTRACTORS ARE USING THE LATEST STRUCTURAL DRAWINGS. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL, PRIOR TO MATERIAL ORDERING AND FABRICATION. KEY PLAN: PROPOSED BANK LOT{s: 33.2 CONSULTANTS: ISAVIK&:MURRAY, LLP CONSULTING ENGINEERS JJ KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineem 70 East Old CountDj Road Hioksville, NY 11801 (516) g31-8282 Fax: (516) g31-8284 Wabsite: w',,,rw.k~ape.com Email: dasign@ka~pe,com HEM ENGINEERIN~,PC COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORblATION: C jPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.D. /81 E~t Jericho Turnpike, Mineola, NY 1/801.2032 30 West 24th Street, 3rd Floor, New York, N~ 10010 707 State Road, Princeton, Itl 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. ~YPLAN: SEE ARCH. DWGS FOR ROOFING 1½" METAL DECK AND ANCHORAGE BY SUPPLIER ROOF TRUSSES W BEAM SEE PLAN FOR SIZE CONT. 2xS SECURE TO BEAM BO3T. FLG, W/ 2 ROWS SIMPSON TB146US OR EQUIVALENT AT 24"o.c, +111-9{" INFILL WALL SEE ARCH. DWGS. CURTAIN WALL 1½" METAL DECK TRUSS AND ANCHORAGE S¥SUPPLIER SEE ARCH. DWGS, CURT~N WALL TOWER ROOF TRUSSES W BEAM SEE PLAN FOR SIZE C6 STUD WALL GEE PLAN FOR SIZE STUD INFILL WALL C8 ROOF 1½' METAL DECK SEE ARCH, FOR ROOFING +I 11 -gA4" -- INFILL WALL SEE ARCH. DWGS. CURTAIN WALL DET'S W BEAM SEE PLAN FOR SIZE BEAM SEE PLAN FOR SIZE 2x6 SECURE TO B SIMPSON A35 ANGLE EA. END -- 2x4 CEILING JOIST METAL DECK SEE ARCH. DWGS FOR ROOFING K1 SECTION K4 SECTION ~--,8 SECTION t~-,12 SECTION ARCH. DRAWINGS FOR VENEER DETS. ARCH. DWGS. FOR ROOFING & FLASHING METAL DECK TOWER ROOf TRUSS ~--PREFAB, MAIN ROOF TRUSS TRUSS AND ANCHORAGE S~'SUPPUER METAL DECK CONT. 16 GA_ TRACK C6 STUD IN FILL WALL SEE ARCH. DWGS. I FOR ADD'L FRmG. I FOR PIN. CONS% +~5'-~½' CONT. 16 G~ TRACK CONT. 2x6 SECURE TO BM. TOP FLG, W/2 ROWS SIMPSON TB148US OR EQUIVALENT AT W SEXY SEE PLAN FOR SIZE I J SEE ARCH. 0WGS. FOR W BEAM SEE PLAN FOR SIZE INFILL WALL BEAM SEE PLAN FOR SIZE 4EADER TRUSS SIMPSON A35 ANGLE F_~ END -- 2x4 CEILING JOIST PRIOR TO START OF STRUCTURAL WORK: PROPOSED B/~NK 143 I LOCK: 3 LOT~,: 33.2 CONSULTANTS: SA~ MURRAY, LLP~ Ii CONSULTING ENGINEERS II KOUTSOUBIS, AJ-ONSO ASSOCIATES, PR, PC Structural Engineers 70 E~st Old Country Road Hlcksvllle, NY 11801 (516) 951-8282 Fe_x: (516) 931-8284 Webelte: Www.kaape.oom Email: design~kaape.com  HEM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 2/22/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAI N ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jericho Turnpike, Mineola, NY 1/801-2032 30 West 24th Sheet, 3rd Roor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY O]~HERS ARE PROHIBITED. DRAWING TITLE: SECTION AT TOWER ROOF PROJECT BULLETINS AND ADDENDA. CHECKED BY: TKC SCALE: AS NOTED J~l~,, , SECTION 2. CONTRACTOR SHALL CONFIRM THAT ALL I~ Scal~' -- SUBCONTRACTORS ARE USING THE I I /,,."~,.;I;:,"~ I I ........... -'" -- I LATEST STRUCTURAL DRAWINGS. I I ~'~'~,,~J '~/~/J'~JJ~ I ~ i .... / NGS FOR REV]EWANDAPPROVAL, m i ~'~u.'mm~ /,~ i, I I STRUCTURAL DESIGN BASED PER PROTOTYPE / PRIOR TO MATERIAL ORDERING AND I I I/~ ~.~'_. ~'~'~.1~ I I SHEET NUMBER: P1 A BACKGROUND RECEIVED 4 809 FABRICATION HVAC SPECIFICATIONS 1. SCOPE OF WORK A. THE HVAC CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING , SCAFFOLDING AND SERVICES NECESSARY TO COMPLETE THE SYSTEM CONSISTING OF ALL HVAC EQUIPMENT, DUCTWORK, PIPING, INSULATION, CONTROLS, ACCESSORIES AND ASSOCIATED WORK. B. THE SCOPE OF WORK INCLUDES BUT NOT LIMITED TO THE FOLLOWING: 1. PROVIDE PACKAGED ROOFTOP AC UNITS WITH ECONOMIZER 40-100% OUTSIDE AIR) HOOD, POWER EXHAUST AND CONTROL. PROVIDE EXHAUST FANS, UNIT HEATERS AND ELECTRIC BASEBOARD HEATERS. PROVIDE ALL OTHER WORK ITEMS INDICATED ON THE DRAWINGS AND SPECIFICATIONS. 2. REFERENCE STANDARD AND CODE REQUIREMENT A. WORK SHALL COMPLY WITH THE LATEST REQUIREMENT OF NY STATE BUILDING CODE, MECHANICAL CODE, NFPA~ ALL AUTHORITIES HAVING JURISDICTION AND THE OWNER'S BUILDING STANDARD FOR CONSTRUCTION AND INSTALLATION. B. COMPLY WITH SMACNA, ASHRAE, OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) REQUIREMENTS- C. COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS. 3. CONTRACT DOCUMENT AND SITE A. BEFORE SUBMITTING PROPOSALS, BIDDERS SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THIS WORK TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. FIELD VERIFY LOCATION AND CONDITION OF EXISTING DUCTWORK, PIPING AND EQUIPMENT. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LAter Cl..NMB 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. B. ALL DUCTWORK AND PiPiNG ARE SHOWN DIAGRAMMATICAL AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. THE CONTRACTOR SHALL ALSO ALLOW IN HIS PRICE FOR REROUITNG OF NEW DUC'TWORK AND PiPiNG TO AVOID OBSTRUCTIONS. EXACT DUCT AND PIPING LOCATIONS SUBJECT TO APPROVAL OF ARCHITECT. MAINTAIN MAXIMUM PIPE AND DUCT ELEVATIONS. C. NO DUCT PIPE, Fl'Fl'lNG, OR OTHER WORK OF ANY KIND SHALL BE COVERED UP OR HIDDEN FROM VIEW BEFORE IT HAS BEEN EXAMINED OR APPROVED BY THE ENGINEER, ARCHITECT, AND/OR OTHER AUTHORITY HAVING JURISDICTION OVER THE SAME. ANY UNACCEPTABLE OR IMPERFECT WORK OR UNAUTHORIZED OR DISAPPROVED MATERIALS DISCOVERED SHALL BE REMOVED AND CORRECTED IMMEDIATELY AFTER BEING CONDEMNED. D. THE CONTRACTOR SHALL COORDINATE HIS WORK OR ADJUST, SAME TO THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATIONS DO NOT OCCUR. E. WHEN CONFLICTS OR DISCREPANCY ARISE IN THE SPECIFICATIONS OR IN THE DRAWINGS, OR BETWEEN EITHER, THE ITEMS OF GREATER QUANTITY OR HIGHER COST SHALL BE PROVIDED UNLESS THE ENGINEER INSTRUCTS OTHERWISE. F. PRIOR TO SUBMISSION OF HIS BID, CONTRACTOR SHALL GIVE WRITFEN NOTICE VIA REQUEST FOR INFORMATION (RFI) TO THE ENGINEER OF ANY MATERIALS OR APPARATUS BELIEVED INADEQUATE OR UNSUITABLE, IN VIOLATION Of LAWS, ORDINANCES, RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION, AND ANY NECESSARY ITEMS OF WORK OMITTED AND/OR SHOWN WITH INSUFFICIENT INFORMATION. IN THE ABSENCE OF SUCH WRITTEN NOTICE, IT IS MUTUALLY AGREED THAT THE CONTRACTOR HAS INCLUDED THE COST OF ALL REQUIRED ITEMS AND INCIDENTALS IN HIS PROPOSAL FOR A COMPLETE PROJECT WITH SYSTEMS OPERATING PROPERLY AND SAFELY. 4. GUARANTEE AND SERVICE A. ALL EQUIPMENT, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED AND SERVICED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER OPERATION OF THE AIR CONDITIONING SYSTEMS. INSTRUCT THE OWNER'S PERSONNEL IN THE PROPER OPERATION AND SERVICING OF THE SYSTEM. B. THE CONTRACTOR SHALL, DURING THE PERIOD OF THE GUARANTEE, REPLACE OR REPAIR AT HIS OWN EXPENSE ANY PIECE OF EQUIPMENT AND/OR MATERIAL WHICH 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. THE CONTRACTOR SHALL ALSO REPAIR ALL DAMAGE TO SURROUNDING WORK CAUSED BY THE FAILURE, REPAIR OR REPLACEMENT OF DEFECTIVE EQUIPMENT AND/OR MATERIAL. COMPRESSOR WARRANTY SHALL BE MINIMUM OF FlVE (5) YEARS. C. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS 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. 5. SUBMITTALS AND SHOP DRAWINGS A. PRIOR TO START OF FABRICATION AND INSTALLATION, SUBMIT A REPRODUCIBLE COPY AND FOUR PRINTS OF THE SHEET METAL SHOP DRAWINGS, 5/6" SCALE, PREPARED IN AUTOCAD 2004* OR LATEST VERSION, CERTIRED BY ALL TRADES THAT COORDINATION HAS BEEN ESTABLISHED. DO NOT FABRICATE WITHOUT APPROVED SHOP DRAWINGS. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR REQUIRED CEILING ELEVATIONS, SPACE CLEARANCES AND DETAILS. ALL DUCTWORK AND PIPING SHALL BE iNSTALLED ABOVE SUSPENDED CEILING UNLESS OTHERWISE INDICATED. PROVIDE REQUIRED CLEARANCE AND ACCESS DOORS/PANELS TO PROPERLY SERVICE AND REPAIR THE EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATION. SHOW EXISTING AND NEW BEAM, CEILING, EQUIPMENT, DUCT AND PIPE ELEVATIONS AND LOCATIONS, HIGHLIGHT/FLAG ANY CONFLICT OR PROBLEM AND iNDICATE RECOMMENDATIONS. B. SUBMIT FiVE COPIES OF CERTIFIED EQUIPMENTS CUTS WITH WIRING AND CONTROL DIAGRAMS INCLUDING SEQUENCE OF OPERATION FOR ENGINEER'S APPROVAL SUBMITTALS SHALL BE PREPARED AND CERTIFIED BY EQUIPMENT MANUFACTURER'S ENGINEERS AND CHECKED/CERTIFiED BY THE CONTRACTOR. SUBMITTALS AND iNSTALLATION MANUALS REQUIRE ENGINEER'S APPROVAL PRIOR TO PURCHASE OF EQUIPMENT. C. SUBSTITUTION OF SPECIFIED EQUIPMENT OR MATERIAL BY DIFFERENT MANUFACTURER AND/OR MODEL MAY BE ALLOWED IF STATED IN CONTRACTOR'S PROPOSAL. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COST TO HIS OR OTHER TRADES DUE TO SUBSTITUTION. D. BY STARTING WORK WITHOUT APPROVED SHOP DRAWING/SUBMITTALS, THE CONTRACTOR ACCEPTS CONDITIONS AND ASSUMES RESPONSIBILF~Y FOR CORRECTING UNACCEPTABLE WORK AND SUITABLE CONDITIONS ENCOUNTERED AT NO ADDITIONAL COST TO THE OWNER. E. DO NOT PROCEED WITH ANY WORK UNTIL THE CONTRACT DOCUMENTS ARE APPROVED BY THE BUILDING DEPARTMENT OR AGENCY HAVING JURISDICTION. F. DO NOT PROCEED WITH ANY WORK RELATED TO FIRE ALARM SYSTEM UNLESS APPROVED BY THE FIRE MARSHAL OR AGENCY HAVING JURISDICTION, 6. OPERATING AND MAINTENANCE INSTRUCTIONS A. SUBMIT FIVE BOOK BOUND OPERATING AND MAINTENANCE MANUALS WHICH SHALL INCLUDE ALL EQUIPMENTS, WARRANTEE CERTIFICATES, AS BUILT INSTALLATION DRAWINGS FOR PIPING, DUCTWORK, CONTROLS AND TESTING AND BALANCING rEPOEq'. 7. INSPECTION A. SECURE AND PAY ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT TO THE OWNER. B. PROVIDE CONTROLLED INSPECTION AS REQUIRED BY STATE AND LOCAL CODES. 8. TESTING, ADJUSTING AND BALANCING MAKE ALL REQUIRED Ale BALANCING AND ADJUSTMENTS TO ALL EQUIPMENT, AIR OUTLETS AND TERMINAL UNITS UNTIL SPECIFIED PERFORMANCE ARE MET. THE TESTING AND BALANCING WORK SHALL BE PERFORMED BY AN AABC CERTIFIED COMPANY WITH A MINIMUM OF FIVE YEARS EXPERIENCE (SUBMIT EVIDENCE OF QUALIFICATIONS). SUBMIT REPORT INDICATING SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR CFM, STATIC PRESSURE, INLET AND OUTLET TEMPERATURE, FAN RPM, AMPERE, SHEAVES AND PULLEY DIAMETER. COPY ALL INFORMATION AT EACH EQUIPMENT NAMEPLATE. COMPARE DESIGN VS. READINGS AND REPORT REASONS FOR DIFFERENCE OVER 5~;. B. 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 .3. OUTLETS - DESIGN VOLUME PLUS 5% C. WHEN BALANCING Air CONDITIONING SYSTEMS AND FANS, CONTRACTOR WILL FURNIBH AND INSTALL THE REQUIRED PULLEYS, SHEAVES AND BELTS TO OBTAIN THE DESIGN AIRFLOW QUANTITIES. D. MAKE DUCT VELOCITY READINGS ON MAiN DUCTWORK AND CALCULATE CFM ON THE DUCTS. THE TOTAL CFM OF AIR DIFFUSERS SHALL EQUAL THE TOTAL AIR VOLUME OF MAIN DUCTWORK OF HVAC EQUIPMENT. 9. COORDINATION A. COORDINATE ALL WORK WITH ALL TRADES TO AVOID CONFLICT. ADJUST DUCT SIZES AND ROUTING TO FIT SPACES AND AVAILABLE HEADROOM. 10. CUTTING AND PATCHING A. ALL NECESSARY CUTTING AND PATCHING IN FLOOR SLABS, ROOF SLABS, WALLS AND CEILINGS FOR THE HVAC WORK SHALL BE PERFORMED BY THE HVAC CONTRACTOR. RESTORE TO MATCH EXISTING. B. PROVIDE ALL CUTTING AND ROUGH PATCHING REQUIRED FOR EQUIPMENT INCLUDED IN THESE DRAWINGS AND SPECIFICATIONS. ALL FINISH PATCHING WILL BE DONE BY THIS CONTRACTOR, UNLESS OTHERWISE SPECIFIED UNDER THE CONSTRUCTION CONTRACT. C. FURNISH AND LOCATE ALL SLEEVES AND INSERTS REQUIRED BEFORE THE FLOORS AND WALLS ARE BUILT. CONTRACTOR SHALL PAY THE COST OF CUT~ING AND PATCHING REQUIRED FOR PIPES WHERE SLEEVES AND INSERTS WERE NOT INSTALLED IN TIME, OR WHERE INCORRECTLY LOCATED. PROVIDE ALL DRILLING REQUIRED FOR THE INSTALLATION OF HANGERS. D. ALL HOLES CUT THROUGH CONCRETE SLABS OR ARCHES SHALL BE PUNCHED OR DRILLED FROM THE UNDERSIDE. NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT AND THE STRUCTURAL ENGINEER AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. E. CONTRACTOR SHALL NOT DO ANY CUTDNG THAT MAY IMPAle STRENGTH OF BUILDING CONSTRUCTION. NO HOLES MAY BE DRILLED IN BEAMS OR OTHER STRUCTURAL MEMBERS WITHOUT OBTAINING PRIOR APPROVAL FROM ARCHITECT AND STRUCTURAL ENGINEER. 11~ Flee STOPPING/FIREPROOFING A. PROVIDE APPROVED Fire STOPPING AND FIREPROOFING WHERE PIPE AND/OR DUC]~/ORK PENETRATE RATED WALLS, FLOORS AND ROOF. B. REPAIR/RESTORE ANY EXISTING FIRE STOPPING AND FIREPROOFING DAMAGED BY NEW INSTALLATION. 12. ACCESS DOORS A. FURNISH ACCESS DOORS TO BE INSTALLED IN GENERAL CONSTRUCTION WHICH Will BE REQUIRED FOR THE PROPER OPERATION AND OF ALL CONCEALED HVAC EQUIPMENT, DAMPERS, VALVES AND OTHER SIMilar DEVICES. PREPARE A LIST AND SUBMIT TO THE GENERAL CONTRACTOR FOR HIS INSTALLATION. ACCESS DOOR SHALL BE MINIMUM OF 16"x 16" OR Larger SIZE, TO PROPERLY SERVICE EQUIPMENT AND DEVICES. B. THIS CONTRACTOR IN ADVANCE OF CEILING AND WALL INSTALLATIONS SHALL SUITABLY FIELD TAG AND IDENTIFY ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, ETC. WHICH REQUIRE ACCESS DOOR PROVISIONS. 15. SMOKE DETECTOR A. MOUNT/INSTALL DUCT SMOKE DETECTOR IN MAIN RETURN AIR DUCT IF MOUNTED ON ROOF DUC~VORK. PROVIDE DUCT SMOKE DETECTOR WiTH WEATHERTIGHT SHEET METAL HOUSING AND PAINT WITH SAME COLOR AS DUC~NORK. B. TEST PROPER OPERATION OF UNIT MOUNTED SMOKE DETECTOR W~TH Fire ALARM CONTRACTOR AND FIRE MARSHAL 14, AIR OUTLETS A. PROVIDE ALL AIR SUPPLY, RETURN, EXHAUST DIFFUSERS/REGISTERS OF THE TYPE AND SIZES, AS SELECTED AND INDICATED ON THE DRAWINGS. ALL SUPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH AN OPPOSED BLADE DAMPER AND GRID (ADJUSTABLE THROUGH THE FACE) FOR BALANCING. B. COORDINATE DIFFUSER TYPE WITH FINAL ARCHITECTURAL AND CEILING LAYOUT. 15. DUCTWORK A. UNLESS OTHERWISE SPECIFIED, PROVIDE ALl SUPPLY, RETURN, EXHAUST AND OUTSIDE AIR SHEET METAL DUCTWORK, FI'RUNGS, DAMPERS, TURNING VANES, ACCESS DOORS, PLENUMS, FLEXIBLE CONNECTIONS AND SUPPORTS, AND INSTALL PER LATEST SMACNA AND ASHRAE STANDAROS. ALL DUCTWORK SHALL BE SEALED AIR TIGHT WITH APPROVED DUCT SEALANT, SIMILAR TO 5M-gO0. B. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO PROPERLY BALANCE THE AIR DISTRIBUTION SYSTEM. IF THE LOCATION OF THE BALANCING DAMPERS IS NOT DEFINED ON THE DRAWINGS, THE FOLLOWING MINIMUM STANDARD SHALL GOVERN: 1. ALL SUPPLY AIR MAIN BRANCHES FROM TRUNK, EACH SPLIT, AND ALL SUB- BRANCHES FROM MAINS SHALL HAVE BALANCING DAMPERS. 2_ EXHAUST AND RETURN MAIN BRANCHES FROM TRUNK, EACH SPUT AND ALL SUB-BRANCHES FROM MAINS SHALL HAVE BALANCING DAMPERS. ALL HIGH AND LOW PRESSURE DUCTS SHALL BE GALVANIZED STEEL (24 GAUGE MINIMUM), EXCEPT WHERE OTHERWISE SPECIFIED, WITH GAUGES, BRACING AND CONSTRUCTION IN ACCORDANCE WITH THE LATEST SMACNA DUCT MANUAL STANDARDS. DRIVE SLIPS AND SNAP LOCK CONNECTIONS ARE NOT PERMITTED. 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. ALL LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS FOR 2" WG CONSTRUCTION. IN ACCORDANCE WITH NYS CODE AND SMACNA STANDARDS, PROVIDE DUCTWORK ACCESS DOORS TO ALL CONCEALED CONTROLS, FUSIBLE MNKS OF DAMPERS, ETC. MINIMUM SIZE SHALL BE 16"X 16' OR DUCT WIDTH_ WHERE BRANCH DUCT VOLUME DAMPERS ARE CONCEALED IN GYPSUM BOARD CEILING, FURNISH AND INSTALL SELF-LOCKING RIGHT ANGLE WORM GEAr REGULATOR, YOUNG REGULATOR MODEL 1;[00. PROVIDE ALL NECESSARY COMPONENTS, EXTENSION (B96C), BRACKETS AND 7/B" CEILING CAP. FLEXIBLE DUCT WHERE SHOWN SMALL BE SEMI-RIGID CONSTRUCTION CAPABLE OF BEING EASILY FORMED INTO REQUIRED OFFSET WITHOUT SUBSEQUENT SAGGING OR DROOP, CLEVAFLEX TYPE 12 AS MANUFACTURED BY CLEVEPAK CORPORATION OR OTHER APPROVED EQUAL. ALL ROUND TAKE-OFFS SHALL BE MADE WITH SPIN COLLAR TYPE "DSC", AS MANUFACTURED BY CLEVEPAK CORPORATION. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL SUCH TAKE--OFFS SHALL BE SEALED WITH A SUITABLE DUCT SEALER TO PREVENT AIR LEAKAGE. INSULATION A. INSULATION MATERIAL, JACKETS AND ADHESIVES SHALL COMPLY WITH AST~ E-84- AND SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND SMOKE RATING OF 50. B. INSULATE ALL CONCEALED SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK. ALL PLENUMS BEHIND LOUVERS AND WHERE NOTED ON THE DRAWINGS. C. CONCEALED DucTS SHALL BE INSULATED WITH 1-1/2" THICK, 3/4 LB. DENSITY, MINIMUM R-5, GLASS FIBER BLANKET WITH FACTORY APPLIED FLAME-RESISTANT GLASS FIBER REINFORCED FOIL (FRK) AND HAVING A 2" FLANGE, LAPPED AND TIED WITH COPPER-CLAD STEEL WIRE ON 12" CENTERS, OR WITH ALL SERVICE JACKETS WITH VAPOR BARRIER (ASJ). ALL LAPS AND JOINTS SEALED WITH BENJAMIN FOSTER B5-20. TAPES AND MASTIC SHALL BE LISTED AND LABELLED iN ACCORDANCE WITH UL181A OR UL1B1B. ALL SUPPLY AND RETURN AIR DUC3~VORK SHALL BE'FULLY INSULATED. D. EXTERIOR DUCTWORK SHALL BE PROVIDED WITH 2' RIGID INSULATION, SEALED AND WEATHERPROOFED WITH ONE COAT INSULKOTE PRIMER E, GALVANIZED WIRE MESH AND TWO SUCCESBIVE 1/B INCH THICK COAT OF SCHULLER INSULKOTE ET TO COVER ALL THE WIRE MESH. E. PIPE iNSULATION SHALL BE 1" THICK MINIMUM AND Per NEW YORK STATE ENERGY CODE ONE PIECE OF HALF SECTION UL RATED AND LABELED NON-COMBUSTIBLE GLASS PiPE INSULATION SYSTEM WITH A "K" OF 0.24 AT 75 DEGREES F. ALL PIPE INSULATION SHALL BE JACKETED WITH OWENS-CORNING FIBERGLASS "FIBERGLASS 25 ASJ/SSL gall SERVICE JACKET) A VINYL COATED, REINFORCED AND EMBOSSED VAPOR BARRIER LAMINATE FOR HOT, COLD, CONCEALED AND EXPOSED PIPING OPERATING AT TEMPERATURES FROM -60 DEGREES F TO +A50 DEGREES F. EXPANDED CLOSED CELL, FOAM 3YPE INSULATION MAY BE USED FOR DRAIN LINES AND REFRIGERATiON PIPING AND SMALLER THAN 2" WHERE THE PIPING IS NOT LOCATED iN RETURN AIR PLENUMS. 17. ACOUSTIC DUCT LINING A~ SOUND-ABSORBING MATERIAL: FIBERGLASS, 1" MINIMUM THICKNESS, 17 LB/CU.FT. MINIMUM DENSITY FACING MEETING REQUIREMENTS OF NFPA-90A AND 9OB, SUITABLE FOR VELOCITY OF 6,000 FPM. 2" THICKNESS SHALL HAVE z~? LB./CU.F-r. DENSITY. PROVIDE METAL NOSING AT SUPPLY FAN DISCHARGE AND AT END OF LINING. INTERNAL DUCT LINING SHALL BE KNAUF DUCT LINER E--M OR APPROVED EQUAL. B. ACOUSTICAL LINING SHALL BE FIBERGLASS DUCT LINER, MAT FACED: FACING TREATED WITH EPA-REGISTERED ANTI-MICROBIAL AGENT, MAXIMUM K FACTOR OF 0_24 AT 75'F MINIMUM. ACOUSTICAL LINING SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN 25 AND SMOKE DEVELOPED RATING NOT EXCEEDING 50. 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 JOINTS NEATLY BU'iTED WITH NO INTERRUPTIONS OR GAPS. COVER ALL EXPOSED EDGES, JOINTS, MECHANICAL FASTENERS AND ANY DAMAGED AREAS WITH ADHESIVE. SECURE LINER WITH APPROVED PERFORATED SHEET METAL LINER AND MECHANICAL FASTENERS INSTALLED IN ACCORDANCE WITH SMACNA DUCT LINER APPLICATION STANDARD. C. WHERE DUCTS Are SHOWN TO BE ACOUSTICALLY LINED, THE SIZES SHOWN ON THE PLANS SHALL BE THE CLEAR INSIDE DIMENSIONS WHEN LINING IS TO BE PROVIDED. D. UNLESS OTHERWISE SPECIFIED, ALL AIR CONDITIONING SUPPLY AND RETURN AIR DUCTWOBK SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 20 FEET DOWNSTREAM AND UPSTREAM OF THE FAN WiTH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. E. EXHAUST FAN DUCTWORK SHALL BE ACOUSTICALLY LINED (1" THICK MINIMUM) FOR A MINIMUM DISTANCE OF 15 FEET UPSTREAM AND DOWNSTREAM OF THE PAN. 18. PiPiNG A. PROVIDE ALL PIPING, FI3'rINGS, VALVES, SPECIALTIES, PRESSURE GAGES, THERMOMETER, TRAPS, STRAINERS, ETC. AND ACCESSORIES SUITABLE FOR THE PRESSURE AND TEMPERATURE OF SERVICE. B. PIPING FOR THE VARIOUS SERVICES SHALL BE AS FOLIJ3W: BERVICE SIZE MATERIAL TYPE WEIGHT STANDARD REFRIGERANT ALL CoPPer HARD TYPe ACE AS"TM B-88 COOUNG ALL COPPER HARD TYPE L ASTM B-88 CONDENSATE C. FITFINGS FOR THE VARIOUS SERVICES SHALL BE AS FOLLOW: SERVICE SIZE MATERIAL TYPE WEIGHT STANDARD REFRIGERANT ALL COPPER BRAZED STANDARD ANSI B16.22 COOLING ALL COPPER SOLDER STANDARD ANSI B16.22 CONDENSATE 19. EQUIPMENT A. GENERAL 1. PROVIDE ALL EQUIPMENT AND ACCESSORIES OF THE SIZES AND CAPACITIES AS SCHEDULED AND AS INDICATED ON THE DRAWINGS. BASE ALL BIDS ON THE EQUIPMENT MANUFACTURERS AND MODELS AS SPECIFIED. EQUIPMENT MAY BE SUBSTITUTED ONLY WITH EQUAL OR BETTER QUAUTY THAN SPECIFIED. FOR ANY SUBSTITUTION PROPOSED, APPLY IN WRITING TO THE OWNER STATING THE COMPARISON INFORMATION TO SPECIFIED EQUIPMENT AND THE COST DIFFERENTIAL INVOLVED. ALL EQUIPMENT AND MATERIALS SHALL BE LISTED AND APPROVED TYPE. ALL EQUIPMENT SHALL COMPLY WiTH THE REQUIREMENT OF LATEST NYS ENERGY CONSERVATION CONSTRUCTION CODE. 2. INSTALL EQUIPMENT IN ACCORDANCE WITH APPROVED SHOP DRAWINGS, MANUFACTURER'S INSTRUCTIONS, SERVICE/REPAIR ACCESS REQUIREMENTS AND ALL CODES AND REGULATIONS WHICH APPLY. 3. FOR ROOF OR GROUND MOUNTED EQUIPMENT, PROVIDE PREFABRICATED DUNNAGE OR ROOF CURBS; AND FOR CEILING MOUNTED EQUIPMENT, PROVIDE SUPPORTS WITH APPROVED ANCHORS DIRECTLY FROM BUILDING STEEL STRUCTURE. PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE LOAD. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIVISION OF WORK B~rWEEN TRADES. 20. AUTOMATIC TEMPERATURE CONTROL A. PROVIDE ALL CONTROL AND INTERLOCK WIRING INCLUDING CONDUITS AND INSTALL AS PER NFPA AND NATIONAL ELECTRICAL CODE. SUBMIT TERMINAL TO TERMINAL WIRING DIAGRAM. PROVIDE ALL PANELS, RELAYS, UMIT SAFETIES, TRANSFORMERS AND OTHER DEVICES TO ACCOMPLISH THE DESIRED SEQUENCE OF OPERATION. CONTROL SHALL BE LOW VOLTAGE UNLESS OTHERWISE SPECIFIED. ALL WIRING TO BE COMPLIANT TO THE NEC, UL, NFPA AND ALL APPLICABLE CODES. B. INSTALLATION 1. INSTALL THE SYSTEM AS RECOMMENDED BY THE MANUFACTURER, USING ONLY EQUIPMENT RECOMMENDED OR ACCEPTABLE TO THE MA~deaCTURER. 2. COMPLY WITH THE NATIONAL ELECTRICAL CODE FOR ELECTRICAL WORK. RUN POWER WIRING IN CONDUIT. RUN ALL WIRING IN FINISHED SPACES CONCEALED. ALL EQUIPMENT LOCATED OUTSIDE SHALL BE IN SUITABLE WEATHER PROOF ENCLOSURE. 5. INSTALL ALL CONDUIT, WIRING AND CABLE, AND INSTALL ALL EQUIPMENTS IN FIRST CLASS MANNER, USING PROPER TOOLS, EQUIPMENT, HANGERS AND SUPPORTS, AND IN LOCATIONS AB REQUIRED FOR A NEAT, AT['RACTIVE INSTALLATION. NO MATERIAL SHALL BE EXPOSED IF IT IS POSSIBLE TO CONCEAL IT. EXPOSED MATERIALS SHALL BE INSTALLED ONLY WITH CONSENT OF THE ENGINEER. C. SEQUENCE Of OPERATION 1. EACH AIR CONDITIONING UNIT SHALL BE STARTED/STOPPED AND CONTROLLED VIA WALL MOUNTED PROGRAMMABLE THERMOSTAT WiTh AVERAGING TEMPERATURE SENSORS. SUPPLY AIR FAN SHALL CONTINUOUSLY RUN IN OCCUPIED MODE. ANY SMOKE DETECTOR VIA FIRE ALARM PANEL WHEN ACTIVATED SHALL STOP AC UNIT/S. PROVIDE RESET SWITCH TO RESTART AC UNITS. 2. THERMOSTATIC CONTROLS HAVE 5'F DEADBAND. THE SYSTEM OR ZONE CONTROL MUST BE PROGRAMMABLE AUTOMATIC CONTROL MEETING THE FOLLOWING CRITERIA: A. CAPABLE OF SETTING BACK TEMPERATURE TO 55'F DURING HEATING AND SETTING UP TO BS'F DURING COOLING. B. CAPABLE OF AUTOMATICALLY SETTING BACK or SHU'mNG DOWN SYSTEMS DURING UNOCCUPIED HOURS USING 7 DIFFERENT DAY SCHEDULES. C. HAVE AN ACCESSIBLE 2-HOUR OCCUPANT OVERRIDE. D. HAVE A BATTERY BACK-UP CAPABLE OF MAINTAINING PROGRAMMED SLllINGS FOR AT LEAST 10 HOURS WITHOUT POWER. 3. TOILET EXHAUST FAN SHALL BE CONTROLLED VIA WALL MOUNTED OCCUPANCY SENSOR. 4. A'~'IC EXHAUST FAN SHALL BE CONTROLLED BY HUMIDISTAT SET AT BOX EH. 21. NOT USED 22. ROOFTOP AIRCONDITIONING UNIT A. SYSTEM DESCRIPTION OUTDOOR ROOFTOP MOUNTED, ELECTRICALLY CONTROLLED HEATING AND COOLING UNIT UTILIZING SCROLL HERMETIC COMPRESSORS WITH CRANKCASE HEATERS FOR COOLING DUTY AND INDUCED DRAFT OAS COMBUSTION FOR HEATING DUTY. SUPPLY AIR SHALL BE DISCHARGED DOWNWARD OR HORIZONTALLY, AS SHOWN ON CONTRACT DRAWINGS. UNITS SHALL BE OF ULTRA HIGH COOLING EFFICIENCY AND UTILIZE ENVIRONMENTALLY FRIENDLY PURON (R-410A) REFRIGERANT, B. QUALITY ASSURANCE 1. UNIT SHALL WELL EXCEED ASHRAE 90.1-2001 ENERGY EFFICIENCY STANDARDS. ALL UNITS ARE ENERGY STAR QUALIFIED. 2. UNIT SHALL BE RATED IN ACCORDANCE WITH ARI STANDARDS 210 (05-12) AND 360 ON ALL OTHERS. ALL UNITS SHALL BE DESIGNED IN ACCORDANCE WITH UL STANDARD 1995. UNIT SHALL BE RATED IN ACCORDANCE WITH ARI SOUND STANDARDS 270 AND 370. 3. UNIT SHALL BE DESIGNED TO CONFORM TO ASHRAE 15. 4. ROOF CURB SHALL BE DESIGNED TO CONFORM TO NRCA STANDARDS. C. DELIVERY, STORAGE AND HANDLING UNIT SHALL BE STORED AND HANDLED PER MANUFACTURER'S RECOMMENDATIONS. D. UNIT CABINET 1. CONSTRUCTED OR GALVANIZED STEEL, BONDERIZED AND COATED WITH A PRE-PAINTED BAKED ENAMEL FINISH ON ALL EXTERNALLY EXPOSED SURFACES. 2. ALL AIRSTREAM INTERIOR SURFACES SHALL BE INSULATED WITH A MINIMUM 1/2 IN. THICK, 1 LB DENSITY FOIL-FACED CLEANABLE INSULATION. CABINET PANELS SHALL BE HINGED WITH STAINLESS STEEL HINGES (48PG20--28) OR RUST RESISTANT BRASS HINGES (48P003-16). HINGED ACCESS PANELS FOR THE FILTERS, COMPRESSORS, EVAPORATOR FAN, CONTROL BOX AND HEAT SECTION AREAS. 4. RETURN AIR FILTERS SHALL BE ACCESSIBLE THROUGH A HINGED ACCESS PANEL AND BE ON A SLIOE-OUT TRACK USING STANDARD SIZE FILTERS, 5. UNIT SHALL HAVE A FACTORY-INSTALLED iNTERNALLY SLOPED CONDENSATE DRAIN PAN, PROVIDING A MINIMUM ,3/4 IN. NPT CONNECTION TO PREVENT STANDING WATER FROM ACCUMULATING. PAN SHALL BE FABRICATED OF HIGH IMPACT POLYCARBONATE MATERIALS AND SHALL SLIOE OUT FOR CLEANING AND OR MAINTENANCE ON 03-16 SIZES. 6. UNIT SHALL BE STANDARD THRU-THE-BOTTOM POWER AND CONTROL WIRING CONNECTION CAPABILIT~- E. FANS 1. INDOOR BLOWER (EVAPORATOR FAN) o. CENTRIFUGAL SUPPLY AIR BLOWER SHALL HAVE RUBBER-ISOLATED, CARTRIDGE TYPE BALL BEARINGS (03-16) OR PILLOW-BLOCK BALL BEARINGS (20-28) AND ADJUSTABLE BELT DRIVE. b. FAN WHEEL SHALL BE MADE FROM STEEL WITH A CORROSION RESISTANT FINISH. IT SHALL BE A DYNAMICALLY BALANCED, DOUBLE-INLET TYPE WITH FORWARD-CURVED BLADES. c. EVAPORATOR-FAN MOTORS SHALL BE CONTINUOUS OPERATION, OPEN DRiP--ROOF. BEARINGS SHALL BE SEALED, PERMANENTLY LUBRICATED BALL BEARING qYPE FOR LONGER LIFE AND LOWER MAINTENANCE. 2. CONDENSER FANS SHALL BE OF THE DiRECT-DRIVEN PROPELLER TYPE, WITH CORROSION-RESISTANT ALUMINUM BLADES RIVETED TO CORROSION-RESISTANT STEEL SUPPORTS. THEY SHALL BE DYNAMICALLY BALANCED AND DISCHARGE AIR UPWARDS. CONDENSER FAN MOTORS SHALL BE TOTALLY ENCLOSED, THERMALLY PROTECTED AND BE OF A SHAFT DOWN DESIGN, 3. INDUCED-DRAFT BLOWER SHALL BE OF THE DIRECT-DRIVEN, SINGLE iNLET, FORWARD-CURVED, CENTRIFUGAL TYPE. IT SHALL BE MADE FROM ALUMINIZED STEEL A CORROSION-RESISTANT FINISH AND SHALL BE DYNAMICALLY BALANCED. F. COMPRESSOR(S) 1. FULLY HERMETIC, SCROLL TYPE WITH CRANKCASE HEATERS, INTERNAL HIGH-PRESSURE AND TEMPERATURE PROTECTION. 2. FACTORY MOUNTED ON RUBBER GROMMETS AND iNTERNALLY SPRING MOUNTED FOR VIBRATION ISOLATION. .3. ON DUAL ELECTRICALLY AND MECHANICALLY INDEPENDENT REFRIGERANT CIRCUITS. G. COILS 1. STANDARD EVAPORATOR AND CONDENSER COILS SHALL HAVE ALUMINUM 'LANCED PLATE FINS MECHANICALLY BONDED TO SEAMLESS iNTERNALLY GROOVED COPPER TUBES With ALL JOINTS BRAZED. 2. DUAL CIRCUIT MODELS (OB-2B) SHALL HAVE FACE-SPLIT TYPE EVAPORATOR COIL. H. HEATING SECTION 1. INDUCED-DRAFT COMBUSTION TYPE WITH ENERGY SAVING DIRECT-SPARK IGNITION SYSTEM AND REDUNDANTMA[N GAS VALVE WITH 2-STAGE CAPABILiTY ON ALL 5--PHASE UNITS. 2. HEAT EXCHANGER a. THE STANDARD HEAT EXCHANGER SHALL BE OF THE TUBULAR-SECTION TYPE CONSTRUCTED OF A MINIMUM OF 20-GAGE STEEL COATED With A NOMINAL 1.2 MIL ALUMINUM-SILICONE ALLOY FOR CORROSION RESISTANCE. 5. BURNERS SHALL BE OF THE IN-SHOT TYPE CONSTRUCTED OF ALUMINUM-COATED STEEL THE INTEGRATED GAS CONTROLLER (IGC) BOARD SHALL INCLUDE GAS HEAT OPERATION FAULT NOTIFICATION USING AN LED [LIGHT-EMITTING DIODE). SEE CONTINUATION AT H1.02 DRAWING LIST HI.01 HVAC SPECIFICATIONS H1.02 HVAC SPECIFICATIONS AND LEGENDS H1.03 HVAC FIRST FLOOR PLAN H1.04 HVAC ROOF PLAN AND SCHEDULES H1.05 HVAC SCHEDULES Hl.06 HVAC DETAILS SECTION1143 CONSULTANTS: PROPOSED BANK ISAVIK&:MURRAY, LLP CONSULTING ENGINEERS ii KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Oount~ Road hlckavllle, NY 11801 (S16) 931-8282 Fax: (BLS) 931-8284 Webstte: www. kaape.oom Emall: eng@K~ape.com HRM ENGINEERING,PC ENGINEERINS CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV, DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jerlch0 Turnpike, Mine01a, NY 1/501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-/434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE'AND AB SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALI ~F. ATIONS BY OTHERS ARE PROHIBITED. IDE.AWiNG HVAC SPECIFICATIONS PB DATE.' 1/25/10 JM SCALE: AS NOTED FILE NAME: HVAC SPECIFICATIONS CONTINUED FROM Hl.O1 5. UNIT SHALL BE EQUIPPED WITH ANTI-CYCLE PROTECTION WITH ONE SHORT CYCLE ON UNIT FLAME ROLLOUT SWITCH OR ~ CONTINUOUS SHORT CYCLES ON THE HIGH-TEMPERATURE LIMIT SWITCH. FAULT INDICATION SHALL BE MADE USING AN LED. 6. THE IGC BOARD SHALL CONTAIN ALGORITHMS THAT MODIFY EVAPORATOR-FAN OPERATION TO pREVENT FUTURE CYCLING ON HIGH--TEMPERATURE LIMIT SWITCH. 7. THE LED SHALL BE VISIBLE WITHOUT REMOVAL OF CONTROL BOX ACCESS PANEL. L REFRIGERANT COMPONENTS EACH REFRIGERANT SHALL INCLUDE: 1. THERMOSTATIC EXPANSION VALVE (TXV) WITH REMOVABLE POWER ELEMENT. 2. SOLID CORE REFRIGERANT FILTER DRIERS. 3. GAGE PORT AND CONNECTIONS ON SUCTION, DISCHARGE AND LIQUID LINES. J. FILTER SECTION I. STANDARD FILTER SECTION SHALL CONSIST OF FACTORY-INSTALLED 2-IN. THICK THROWAWAY FIBERGLASS FILTERS AND SHALL BE ON A DEDICATED SUDE OUT TRACK TO EASILY FACILITATE ACCESS AND REPLACEMENT. 2. FILTER SECTION SHALL USE STANDARD SIZE FILTERS AND BE OF COMMON SIZES WITHIN CABINET SIZES. 5. STANDARD 2-IN. FILTER RACK SHALL BE FIELD CONVERTIBLE TO 4-IN. BY REMOVING A SPACER RACK ON 05--16 SIZES. A 4-IN. FILTER CAPABILITY SHALL BE AVAILABLE AS FACTORY-INSTALLED OPTION ON THe OTHER SIZES. K. CONTROL I. UNIT CONTROLS o. SHALL PROVIDE A 5'F TEMPERATURE DIFFERENCE BETWEEN COOLING AND HEATING SET POINTS TO MEET ASHRAE 90.1 ENERGY STANDARD. b. COMPRESSOR MINIMUM RUN TIME (3 MINUTES) AND MINIMUM OFF TIME (5 MINUTES) ARE PROVIDED. c. ECONOMIZER CONTROL. d. MULTIPLE CAPACITI( STAGES (ON SIZE 08-28 UNITS). 2. SAFE-RES c. UNIT SHALL INCORPORATE A SOLID-STATE COMPRESSOR LOCKOUT, SHOULD ANY OF THE FOLLOWING SAFETY DEVICES TRIP AND SHUT OFF COMPRESSOR: I. COMPRESOOR LOCKOUT PROTECTION PROVIDED FOR EITHER INTERNAL OR EXTERNAL OVERLOAD. 2. LOW-PRESSURE PROTECTION. 3. FREEZE PROTECTION (EVAPORATOR COIL). 4, HIGH-PRESSURE PROTECTION (HIGH PRESSURE SWITCH OR INTERNAL). 5. COMPRESSOR REVERSE ROTATION PROTECTION. 6. LOSS OF CHARGE PROTECTION, 7. START ASSIST ON SINGLE-PHASE UNITS. b. INDUCED DRAFT HEATING SECTION SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM PROTECTIONS: 1. HIGH-TEMPERATURE LIMIT SWITCH. 2. INDUCED-DRAFT MOTOR SPEED SENSOR. 3. FLAME ROLLOUT SWITCH. 4. FLAME PROVING CONTROLS. 5. REDUNDANT GAS VALVE L OPERATING CHARACTERISTICS 1. UNIT SHALL BE CAPABLE OF STARTING AND RUNNING AT 125'F AMBIENT OUTDOOR TEMPERATURE PER MAXIMUM LOAD CRITERIA OF ARI STANDARD 210 (03-12 SIZES) AND 560 [14-28 SIZES). 2. UNIT WITH CONTROLS Will OPERATE IN COOLING DOWN TO AN OUTDOOR AMBIENT TEMPERATURE OF M. ELECTRICAL REQUIREMENTS ALL UNIT POWER WIRING SHALL ENTER UNIT CABINET AT A SINGLE LOCATION - SIDE AND/OR BO~IOM. N. MOTORS 1. COMPRESSOR MOTORS SHALL BE COOLED BY REFRIGERANT GAS PASSING THROUGH MOTOR WINDINGS AND SHALL HAVE LINE BREAK THERMAL AND CURRENT OVERLOAD PROTECTION. 2. EVAPORATOR-FAN MOTOR SHALL HAVE pERMANENTLY LUBRICATED, SEALED BEARINGS AND INHERENT AUTOMATIC-RESET THERMAL OVERLOAD PROTECTION OR MANUAL RESET CALIBRATED CIRCUIT BREAKERS. EVAPORATOR MOTORS ARE DESIGNED SPECIFICALLY FOR CARRIER AND DO NOT HAVE CONVENTIONAL HORSEPOWER (HP) RATINGS LISTED ON THE MOTOR NAMEPLATE. MOTORS ARE DESIGNED AND QUALIFIED IN THE "AIR-OVEF¢ LOCATION DOWNSTREAM OF THE COOLING COIL AND CARRY A MAXIMUM CONTINUOUS BHP RATING THAT IS THE MAXIMUM APPLICATION BHP RATING FOR THE MOTOR; NO "SAFETY FACTORS" ABOVE THAT RATING MAY BE APPLIED. ALL EVAPORATOR-FAN MOTORS 5 HP AND LARGER SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS AS ESTABLISHED BY THE ENERGY POLICY ACT OF 1992 (EPACT), EFFECTIVE OCTOBER 24, 1997. 4. TOTALLY ENCLOSED CONDENSER-FAN MOTOR SHALL HAVE PERMANENTLY LUBRICATED, SEALED BEARINGS AND INHERENT AUTOMATIC-RESET THERMAL OVERLOAD PROTECTION. 5. INDUCED-DRAFT MOTOR SHALL HAVE pERMANENTLY LUBRICATED SEALED BEARINGS AND INHERENT AUTOMATIC-RESET THERMAL OVERLOAD PROTECTION. O. SPECIAL FEATURES 1. ROOFTOP SUPPOR~ RAil STEEL DUNNAGE BY OTHERS. 2. POWER EXHAUST o. FOR 05-16 SIZES, RACKA, GI IalE SH L INCLUDET~J_EO (2) PROPELLER EXHAUST FANS, 0.25 HP (03-07)- OR 0.5 HP [08-16) 208-250 V, 460 V DIRECT-DRIVE MOTOR ON EACH, AND DAMPER FOR UNITS WITH ECONOMIZER TO CONTROL OVER-PRESSUEIZATION OF BUILDING. SINGLE-STAGE CONTROL b. FOR 20--28 SIZES, PACKAGE SHALL INCLUDE ~NO (2)CENTRIFUGAL EXHAUST FANS, 1 HP 208-230, 460 V (_FACTORY-WIRED FOR 460 V) THREE-SPEEDDIRECT-DRIVE MOTOR ON EACH-AND DAMPER FOR UNITS WITH ECONOMIZER TO CONTROL OVER-PRESSURIZATION OF BUILDING. TWO-STAGE EXHAUST CAPABILITY THROUGH COMFORTLINK CONTROL SHALL BE AVAILABLE. c. POWER EXHAUST SHALL FIT ON BOTH VERTICAL AND HORIZONTAL CONFIGURED UNIT. d. POWER EXHAUST SHALL BE AVAILABLE FOR BOTH FIELD OR FACTORY INSTALLATION. 3. SINGLE ENTHALPY SENSOR THE ENTHALPY SENSOR SHALL PROVIDE ECONOMIZER CONTROL BASED ON OUTDOOR AIR ENTHALPY. THE ECONOMIZER CONTROL SHALL INCLUDE LOGIC TO CALCULATE THE WET BULB AND DRY BULB TEMPERATURES OF THE OUTDOOR AIR. DIFFERENTIAL ENTHALPY SENSOR o. FOR USE WITH ECONOMIZER ONLY. b. CAPABLE OF COMPARING HEAT CONTENT (TEMPERATURE AND HUMIDITY) OF OUTDOOR AIR AND INDOOR AIR AND CONTROLLING ECONOMIZER CUT-IN POINT AT THE MOST ECONOMICAL LEVEL 5. CONVENIENCE OUTLET o. OPTIONAL FACTORY-INSTALLED POWERED CONVENIENCE OUTLET SHALL BE INTERNALLY MOUNTED WITH AN EXTERNALLY ACCESSIBLE 115 V, 2-PLUG FEMALE RECEPTACLE WITH HINGED COVER. SHALL INCLUDE 15 AMP CFI WITH INDEPENDENT FUSE PROTECTION AND SERVICE RECEPTACLE DISCONNECT. THE CONVENIENCE OUTLET IS POWERED FROM THE LINE SIDE OF THE DISCONNECT OR CIRCUIT BREAKER WFrH A FACTORY-INSTALLED STEP DOWN TRANSFORMER, THEREFORE IT WILL NOT BE AFFECTED BY THE POSITION OF THE DISCONNECT OR CIRCUIT BREAKER, b. OPTIONAL FACTORY-INSTALLED NON-POWERED CONVENIENCE OUTLET SHALL BE INTERNALLY MOUNTED WITH AN EXTERNALLY ACCESSIBLE 115 V, 2-PLUG FEMALE RECEPTACLE WITH HINGED COVER. THERE IS NO STEP DOWN TRANSFORMER INSTALLED FROM THE FACTORY, 6. NON-FUSED DISCONNECT SWITCH SHALL BE FACTORY-INSTALLED, INTERNALLY MOUNTED, NEC AND UL APPROVED. NON-FUSED SWITCH SHALL PROVIDE UNIT POWER SHUTOFF. SHALL BE ACCESSIBLE FROM OUTSIDE THE UNIT AND SHALL PROVIDE POWER OFF LOCKOUT CAPABILITY. 7. RETURN AIR/SUPPLY AIR SMOKE DETECTOR THE SMOKE DETECTOR SHALL SEND INPUT TO THE CONTROLLER TO . SHUT DOWN THE UNIT IN CASE SMOKE IS DETECTED. THE SMOKE DETECTOR SHALL BE FACTORY INSTALLED IN THE RETURN AIR SECTION OR SHALL BE AVAILABLE AS A FIELD-INSTALLED ACCESSORY. 8- FILTER STATUS THE FILTER STATUS SWITCH SHALL BE A PRESSURE SWITCH AND WILL INDICATE A DIRTY FILTER, THE SWITCH SHALL BE AVAILABLE AS FIELD OR FACTORY-INSTAIIFD. 9. FAN STATUS THE FAN STATUS SWITCH SHALL BE A pRr..SSURE SWITCH AND WILL INDICATE INDOOR FAN OPERATION. THE SWITCH SHALL BE AVAILABLE AS FIELD OR FACTORY-INSTALLED. 10- FOUR-IN. RETURN AIR FILTER CAPABILITY o. THE UNIT SHALL BE CAPABLE OF ACCEPTING F~ELD-SUPPLIED 4-IN. FILTERS BY REMOVING A SPACER RACK ON 03-16 SIZES STANDARD UNITS. 1I- HAIL GUARD. CONDENSER COIL GRILLE SHALL PROTECT THE CONDENSER COIL FROM HAIL. FLYING DEBRIS AND DAMAGE BY LARGE OBJECTS WITHOUT INCREASING UNIT CLEARANCES. 12. HORIZONTAL KIT o. HORIZONTAL KIT SHALL CONTAIN ALL THE NECESSARY HARDWARE TO CONVERT A VERTICAL AIRFLOW UNIT TO A HORIZONTAL AIRFLOW UNIT (20-28 SIZES). b. THE UNIT SHALL ALSO BE AVAILABLE AS A HORIZONTAL AIRFLOW UNIT DIRECTLY FROM THE FACTORY. 13. PHASE LOSS PROTECTION SHALL PROVIDE UNIT SHUTDOWN WHEN AN ELECTRICAL PHASE LOSS IS DETECTED. 14. THRU-THE-BOSTOM GAS CONNECTION KIT (SIZES 03-06, SINGLE PHASE) SHALL PROVIDE HARDWARE FOR THROUGH THE UNIT BOTTOM ROUTING OF GAS PIPING. MINIMIZE ROOF PENETRATION. 25. FAN COIL UNITS A. SYSTEM DESCRIPTION INDOOR, WALL-MOUNTED, DIRECT EXPANSION FAN COIL TO BE MATCHED WITH THE 58BN CONDENSING OR HEAT PUMP UNITS. B. QUALITY ASSURANCE UNIT SHALL BE RATED ARI STANDARDS 210/240 AND LISTED IN THE ARI DIRECTORY AS A MATCHED SYSTEM, UNIT SHALL BE UL LISTED FOR SALE iN THE U.S.A. AND CANADA. WARRANTY ONE-YEAR PARTS. EQUIPMENT 1. GENERAL INDOOR, DIRECT-EXPANSION, WALL-MOUNTED FAN COIL. UNIT SHALL BE COMPLETE WITH COOLING/HEATING (HEAT PUMP SYSTEMS ONLY) COIL, FAN, FAN MOTOR, PIPING CONNECTORS, ELECTRICAL CONTROLS, MICROPROCESSOR CONTROL SYSTEM AND INTEGRAL TEMPERATURE SENSING. UNIT SHALL BE FURNISHED WITH INTEGRAL WALL-MOUNTING BRACKET AND MOUNTING HARDWARE AND THERMISTOR INTERCONNECTION CABLE. 2. UNIT CABINET CABINET DISCHARGE AND INLET GRILLES SHALL BE Al I RACTIVELY SSWLED, HIGH-IMPACT POLYSTYRENE. CABINET SHALL BE FULLY INSULATED FOR IMPROVED THERMAL AND ACOUSTIC PERFORMANCE. 5. FANS INDOOR FAN SHALL BE 5-SPEED TANGENTIAL DIRECT-DRIVE BLOWER TYPE WITH Ale INTAKE AT THE UPPER FRONT FACE OF THE UNIT AND DISCHARGE AT THE BOqTOM FRONT. AUTOMATIC, MOTOR-DRIVEN VERTICAL AIR SWEEP SHALL BE PROVIDED STANDARD. AIR SWEEP OPERATION SHALL BE USER SELECTABLE. HORIZONTAL DIRECTION MAY BE MANUALLY ADJUSTED (USING REMOTE CONTROLLER) AND AIR SWEEP MAY BE MANUALLY SET. 4. COIL COIL SHALL BE COPPER TUBE WITH ALUMINUM FINS AND GALVANIZED STEEL TUBE SHEETS. FINS SHALL BE BONDED TO THE TUBES BY MECHANICAL EXPANSION. A DRIP PAN UNDER THE COIL SHALL HAVE A DRAIN CONNECTION FOR HOSE AT['ACHMENT TO REMOVE CONDENSATE. CONDENSATE PAN SHALL HAVE iNTERNAL TRAP AND AUXILIARY DRIP PAN UNDER COIL HEADER. CONTROLS CONTROLS SHALL CONSIST OF A MICROPROCESSOR-BASED CONTROL SYSTEM WHICH SHALL CONTROL SPACE TEMPERATURE, DETERMINE OPTIMUM FAN SPEED ANO RUN SELF DIAGNOSTICS. THE TEMPERATURE CONTROL RANGE SHALL BE FROM 5zFF TO 90*F. THE UNIT SHALL HAVE THE FOLLOWING FUNCTIONS AS A MINIMUM. I. AN AUTOMATIC RESTART AFTER POWER FAILURE AT THE SAME OPERATING CONDITIONS AS AT FAILURE. 2. A TIMER FUNCTION TO PROVIDE A MINIMUM 24-HOUR TIMER CYCLE FOR SYSTEM. 3. TEMPEARTURE-SENSING CONTROLS SHALL SENSE RETURN-AIR TEMPERATURE. iNDOOR-AIR HIGH DISCHARGE TEMPERATURE SHUTDOWN SHALL BE PROVIDED. 4. INDOOR COIL FREEZE PROTECTION, 5. WIRELESS INFRARED REMOTE CONTROL TO ENTER SET POINTS AND OPERATING CONDITIONS. 6. AUTOMATIC AIRSWEEP CONTROL TO PROVIDE ON OR OFF ACTIVATION OF AIRSWEEP LOUVERS. 7. DEHUMIDIFICATION MODE SHALL PROVIDE INCREASED LATENT REMOVAL CAPABILIS'¢ BY MODULATING SYSTEM OPERATION AND SET POINT TEMPERATURE. 8. FAN ONLY OPERATION SHALL PROVIDE ROOM AIR CIRCULATION WHEN NO COOLING IS REQUIRED. 9. DIAGNOSTICS SHALL PROVIDE CONTINUOUS CHECKS OF UNIT OPERATION AND WARN OF POSSIBLE MALFUNCTIONS. ERROR MESSAGES SHALL BE DISPLAYED AT THE UNIT. 10. AN INDOOR TO OUTDOOR THERMISTOR CONNECTION CABLE SHALL BE PROVIDED WITH THE FAN COIL UNIT. 11- FAN SPEED CONTROL SHALL BE USER-SELECTABLE: HIGH, MEDIUM, LOW, OR MICROPROCESSOR AUTOMATIC OPERATION DURING ALL OPERATING MODES. 12. A TIME DELAY SHALL PREVENT COMPRESSOR RESTART IN LESS THAN THREE MINUTES. 13. AUTOMATIC HEATING-TO-COOLING CHANGEOVER TO PROVIDE AUTOMATIC HEATING AND COOLING OPERATION. CONTROL SHALL INCLUDE DEADBAND TO PREVENT RAPID MODE CYCLING. 14. DEMAND DEFROST SHALL BE PROVIDED AND SHALL MINIMIZE DEFROST CYCLES BY INTERNALLY ADJUSTING DEFROST TIMING BASED ON FROST ACCUMULATION. 15. INDOOR COIL HIGH TEMPERATURE PROTECTION SHALL BE PROVIDED TO DETECT EXCESSIVE INDOOR DISCHARGE TEMPERATURE WHEN UNIT IS IN HEAT PUMP MODE, FILTERS UNIT SHALL HAVE FILTER TRACK WITH FACTORY-SUPFLIED CLEANABLE FILTERS. G, ELECTRICAL REQUIREMENTS UNIT SHALL OPERATE ON 208/2-50 V, 60 HZ POWER SUPPLY AS SPECIFIED ON THE EQUIPMENT SCHEDULE. POWER AND CONTROL CONNECTIONS SHALL HAVE TERMINAL BLOCK CONNECTIONS. H. REFRIGERANT LINES THE INDOOR UNITS SHALL HAVE ROTATABLE REFRIGERANT LINES FOR PEN~IRATION THROUGH THE WALL USING FLAre CONNECTIONS. ALL UNITS SHALL HAVE Flare CONNECTIONS AND A 90--DEGREE SUCTION ELBOW SHALL BE PROVIDED FOR REAr CONNECTION. I_ SPECIAL FEATURES (FIELD INSTALLED) CONDENSATE PUMP THE CONDENSATE PUMP SHALL REMOVE CONDENSATE FROM THE DRAIN PAN WHEN GRAVITY DRAINAGE CANNOT BE USED. PUMP SHALL BE DESIGNED FOR QUIET OPERATION. PUMP SHALL CONSIST OF TWO PARTS: AN INTERNAL RESERVOIR/SENSOR ASSEMBLY, AND A REMOTE SOUND-SHIELDED PUMP ASSEMBLY. THE LIFT CAPABIUTY OF THE CONDENSATE PUMP SHALL BE 1 TO 20 FT. A LEVEL SENSOR ON THE CONDENSATE PAN SHALL STOP COOLING OPERATION IF THE LEVEL IN THE CONDENSATE PAN IS UNACCEPTABLE. 24. CONDENSING UNITS A. SYSTEM DESCRIPTION I. OUTDOOR-MOUNTED, Air-COOLED SPLIT SYSTEM OUTDOOR SECTION SUITABLE FOR ON-THE-GROUND, ROOFTOP, WALL HUNG, BALCONY OR UNDER-DECK INSTALLATION. UNIT SHALL CONSIST OF A SCROLL OR RECIPROCATING COMPRESSOR, AN AIR-COOLED COIL, PROPELLER-TYPE DRAW THRU OUTDOOR FANS, FULL REFRIGERANT CHARGE AND CONTROL BOX. UNIT SHALL DISCHARGE AIR HORIZONTALLY AB SHOWN ON THE CONTRACT DRAWINGS. UNITS SHALL FUNCTION AS THE OUTDOOR COMPONENT OF AN AIR-TO-AIR SYSTEM. 2. UNITS SHALL BE USED IN A REFRIGERATION CIRCUIT MATCHED TO A DUCT-FREE COOLING FAN COIL UNIT. B. QUALITY ASSURANCE 1. UNIT CONSTRUCTION SHALL COMPLY WITH ANSI/ASHRAE 15, LATEST REVISION, AND WITH THE NEC. 2. UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UL STANDARDS. C. WARRANTY ONE YEAR PARTS, FIVE YEAR COMPRESSOR. D. EQUIPMENT 1. GENERAL FACTORY ASSEMBLED, SINGLE PIECE, AIR-COOLED OUTDOOR UNIT. CONTAINED WITHIN THE UNIT ENCLOSURE SHALL BE ALL FACTORY WIRING, PIPING, CONTROLS, COMPRESSOR, FULL CHARGE OF R-22 REFRIGERANT, AND SPECIAL FEATURES REQUIRED PRIOR TO FIELD START-UP. 2. UNIT CABINET UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED-STEEL BONDERIZED AND COATED WITH A BAKED-ENAMEL FINISH. UNIT ACCESS PANELS SHALL BE REMOVABLE WITH MINIMAL SCREWS AND SHALL PROVIDE FULL ACCESS TO THE COMPRESSOR, FAN AND CONTROL COMPONENTS. OUTDOOR COMPARTMENT SHALL BE ISOLATED AND HAVE AN ACOUSTIC LINING TO ASSURE QUIET OPERATION. E. FANS 1. OUTDOOR FANS SHALL BE DIRECT-DRIVE PROPELLER TYPE, AND SHALL DISCHARGE Air HORIZONTALLY. FANS SHALL DRAW AIR THROUGH THE OUTDOOR COIL. 2. OUTDOOR--FAN MOTORS SHALL BE TOTALLY ENCLOSED, SINGLE-PHASE MOTORS WITH CLASS B INSULATION AND PERMANENTLY LUBRICATED SLEEVE BEARINGS. MOTOR SHALL BE PROTECTED BY INTERNAL THERMAL OVERLOAD PROTECTION. 3. SHAFT SHALL HAVE INHERENT CORROSION RESISTANCE. 4. FAN BLADES SHALL BE CORROSION RESISTANT AND SHALL BE STATICALLY AND DYNAMICALLY BALANCED. 5. OUTDOOR FAN OPENINGS SHALL BE EQUIPPED WITH COATED PROTECTION GRILLE OVER FAN AND COIL F. COMPRESSOR 1. COMPRESSOR SHALL BE FULLY HERMETIC RECIPROCATING OR SCROLL TYPE- 2. COMPRESSOR SHALL BE EQUIPPED WITH OIL SYSTEM, OPERATING OIL CHARGE, AND MOTOR. INTERNAL OVERLOADS SHALL PROTECT THE COMPRESSOR FROM OVERTEMPERATURE AND OVERCURRENT. SCROLL COMPRESSORS SHALL ALSO HAVE HIGH DISCHARGE GAS TEMPERATURE PROTECTION IF REQUIRED. 3. MOTOR SHALL BE NEMA RATED CLASS F, SUITABLE FOR OPERATION IN A REFRIGERANT ATMOSPHERE- 4. HEAT PUMP RECIPROCATING COMPRESSORS SHALL BE EQUIPPED WITH CRANKCASE HEATERS TO MINIMIZE LIQUID REFRIGERANT ACCUMULATION IN COMPRESSOR DURING SHUTDOWN AND TO PREVENT REFRIGERANT DILUTION OF OIL 5. COMPRESSOR ASSEMBLY SHALL BE INSTALLED ON RUBBER VIBRATION ISOLATORS- 6- COMPRESSOR SHALL BE SINGLE-PHASE AB SPECIFIED ON THE CONTRACT DRAWINGS. G. OUTDOOR COIL COIL SHALL BE CONSTRUCTED OF ALUMINUM FINS MECHANICALLY BONDED TO INTERNALLY ENHANCED, SEAMLESS COPPER TUBES WHICH ARE CLEANED, DEHYDRATED AND SEALED. H. REFRIGERANT COMPONENTS REFRIGERANT CIRCUIT COMPONENTS SHALL INCLUDE BRASS EXTERNAL MIXED PHASE UNE SERVICE VALVE, SUCTION LiNE SERVICE VALVE WITH SERVICE GAGE CONNECTION PORT, SERVICE GAGE PORT CONNECTIONS ON COMPRESSOR SUCTION AND DISCHARGE LINES WITH SCHRADER-TYPE FITFINGS WITH BRASS CAP, ACCUMULATOR, PRESSURE RELIEF, AND A FULL CHARGE OF REFRIGERANT. CONTROLS AND SAFETIES OPERATING CONTROLS AND SAFETIES SHALL BE FACTORY SELECTED, ASSEMBLED AND TESTED. THE MINIMUM CONTROL FUNCTIONS SHALL INCLUDE THE FOLLOWING: 1. CONTROLS- AUTOMATIC RESTART ON POWER FAILURE. A TIME DELAY CONTROL SEQUENCE PROVIDED THROUGH THE FAN COIL BOARD. AUTOMATIC OUTDOOR-FAN MOTOR PROTECTION. START CAPACITOR AND RELAY (SINGLE-PHASE UNITS WITHOUT SCROLL COMPRESSORS). 2. SAFETIES SYSTEM DIAGNOSTICS PROVIDED THROUGH INDOOR CONTROLS. COMPRESSOR MOTOR CURRENT AND TEMPERATURE OVERLOAD PROTECTION. OUTDOOR FAN FAILURE PROTECTION. J. ELECTRICAL REQUIREMENTS ALL UNITS SHALL OPERATE ON SiNGLE-PHASE, 60 CYCLE POWER AT 208/230 V- UNIT ELECTRICAL POWER SHALL BE A SINGLE POINT CONNECTION, UNIT CONTROL VOLTAGE TO THE INDOOR-FAN COIL SHALL BE 24 V. All POWER AND CONTROL WIRING MUST BE INSTALLED PER NEC AND ALL LOCAL BUILDING CODES. HIGH-VOLTAGE AND LOW-VOLTAGE TERMINAL BLOCK CONNECTIONS. K. SPECIAL FEATURES LOW AMBIENT KIT CONTROL SHALL REGULATE FAN-MOTOR CYCLES IN RESPONSE TO SATURATED CONDENSING PRESSURE OF THE UNIT. THE CONTROL SHALL BE CAPABLE OF MAINTAINING A CONDENSING TEMPERATURE OF IO0'F +/- IO'F WITH OUTDOOR TEMPERATURES TO -20'F. INSTALLATION OF KIT SHALL NOT REQUIRE CHANGING THE OUTDOOR-FAN MOTOR. LEGENDS ~ NEW DUCTWORK ~ RECTANGULAR SUPPLY DUCT DOWN r~ REC%ANGULAR SUPPLY DUCT UP ~ RECTANGULAR RETURN DUCT DOWN E~ RECTANGULAR RETURN DUCT UP [] ~) SUPPLY DIFFUSER, CD ~] RETURN/EXHAUST REGISTER, Ct. ER i VOLUME DAMPER ~ DOOR LOUVER ~J- DOOR UNDERCUT ~ DIRECTION OF AIRFLOW ~'~ PROGRAMMABLE THERMOSTAT (~) AVERAGING TEMPERATURE SENSOR EF EXHAUST FAN RTAC ROOFTOP AIR CONDITIONING UNIT AHU AIR HANDLING UNIT ACCU AIR COOLED CONDENSING UNIT NK NECK UH UNIT HEATER A,L, ACOUSTID LINING B,E,D, OPEN END DUCT S,A SUPPLY Air R,A, RETURN AIR ~MS WIRE MESH SCREEN (100) 100 CFM N,LC, NOT IN CONTRACT FC FLEXIBLE CONNECTION TR/A TRANSFER Air EBB ELECTRIC BASEBOARD (~ HUMIDISTAT EDH ELECTRIC DUCT HEATER CONSULTANTS; CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC S/~uctural Engineera 70 East Old Country Road Hloksvllle, NY 11801 (518) 931-8282 Fmc (516) 931-8284 Webslte: www. k~ape.com Emalh eng@kaape.com HRM ENGINEERING,PC ENGINEER]NO CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD East Jedch0 Turnpike, Mine01a, NY 2L501-2032 30 24th Street, 3rd Floor, New York, NY 0010 707 Stat Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: HVAC SPECIFICATIONS AND LEGENDS PB DATE: SCALE:AS NOTED J I=,* I ~ O DUCT 1" A.L (TYP.) I\/ 6'-0" \ \ / / \ VESTIE~UL~ \ :=oo) \ " \ / \ (200) / \ / \ / \ / \ / \ / \ \ EDH-1 PROVIDE BLANK SECTIONS OF BASEBOARD ENCLOSURE MAEKEL E5715-072B, 250 WITH GUILT-IN THERMOSTAT, DISCONNECT SWITCH ('{YP-) HVAC FIRST FLOOR PLAN SCALE: 1/~-"--1'-0' \ \ AHU-5 \ \ -- PROVIDE -- DUCT UP ABOVE 10'10' N '-0~ LONG ~-USER AIR PLENUM 0~RDINATE SPACING ~ND LOCATION OF DUCT DIFFUSERS WITH RUSSES/JOISTS LINEAR SLOT DIFFUSERS ML-59, ~.-SLOT OFF (WP.) Io -- PROVIDE RETURN AIR GRIII f THROUGH PL'PNOOD FLOOR 33.2 CONSULTANTS: CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Sb'uctural Engineers 70 East Old Country Road HicksviUe, NY 11801 (516)931-8282 Fax: (515)931-8284, Website: www.kaape.com Emall: eng@kaape.com HEM ENGINEERING,PC ENGINEEPJNG CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jedcho Turnpike, Mlneola, NY 1.1,501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 0854~-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWINGT[TLE: HVAC FIRST FLOOR PLAN FILE NAME: HRM2e3 JRS NUMBER: 07200 SHEET NUMBER: H1.05 - L II EF-3 -- I/ RTAC-2 ON ROOF 8.5 TONS RTAC- 1 ON ROOF 7.§ TONS DN TO -- LINTEL/SLEEVE BY STRUCTURAL LOCATE BETWEEN TRUSSES (Tm.) 18x24 18x24 II ACCU- 1 1.5 TON I x / .4 ~ _/ I PIPES FLOOR EQUIPMENT SUPPORT I~." HIGH DWD. H1.04 18x24 18x24 --HV,~C CONTRACTOR SHALL RPOVIDEFIRE DAMPER W/ ACCESS DOOR (1YP.) PROVIDE 1' A.l AND 2' WEATHERPROOF EXTERIOR INSULATION ('PFP.) -- PROVIDE FLEXIBLE DUCT OONNEOTION (TYP.)-- / / / / / / / ~ / xx, I// __ / / / / HVAC ROOF PLAN SCALE: 1/.4"--1'-0" / / ,/ OVER,HANG WITH // ,4 / / 1/ ITOUNT EXt ETWEEN T PEAK ~ 171 II SANI ~USSE~ All'l( DN TO Il J ~'J I ./TO Er--4 N ~,~ I / ~2x¥ ~NL~rI ,, ~ /~ CCU-3 I / LOUVE~IN GYP ~ /~t~o. ./ ~o~,N~' ~.~ ~ TO FIR~ FLtOR I[ / ~ I ~ ~ J ~ ,t/ ................... iI r - I ROUND CEILING DIFFUSER SCHEDULE (SUPPLY) CFM RANGE NECK Side_ ~ SIZE DIA.(INCH) (INCH) -- MANUFACI~JRER/MODFI rei~ 0-125 6 13~ RASED ON TITUS R-OMNI SURFACE 126-275 8 18 276-.375 10 22~ 376-425 12 27 426-850 14 31~ REMARKS NOTES: 1. UNLESS OTHERWISE NOTED, DIMENSIONS SHOWN ON H1.2 ARE NECK SIZES. 2. PROVIDE DAMPER AND EQUALIZING GRID. Z-MOUNTED SQUARE CEILING DIFFUSER SCHEDULE (SUPPLY) CFM RANGE NECK SIZE ~ DIA.(INCH) (INCH) MA UFACTURER MODEL REMARKS 0--150 6 12 X 12 BASED ON ~TUS MODEL OMNI LAY-IN OR SURFACE- MOUNTED (SEE DWGS.) 151-250 8 12 X 12 0-175 6 24 X 24 176-275 8 24 X 24 276-425 10 24 X 24 426-550 12 24 X 24 551-725 14 24 X 24 726-825 15 24 X 24 NOTE~ 1. UNLESS O'PHER~SE NOTED. DIMENSIONS SHOWN ON H1.2 ARE NECK SIZES. 2. PROVIDE OPPOSED BLADE DAMPER, EQUALIZING GRID AND DIREC~ONAL BLOW CLIPS. CEILING DIFFUSER SCHEDULE (RETURN &: EXHAUST) MAX. CFM NECK SIZE FACE SIZE (INCH) (INCH) MA C R REMARK~ 150 S X 6 12 X 12 BASED ON TITUS MODEL PAR LAY--IN OR SURFACE- MOUNTED (SEE DWGS.) 250 10 X 10 12 X 12 900 10 X 22 12 X 24 150 6 X 6 24 X 24 250 8 X 8 24 X 24 550 10 X 10 24 X 24 475 12 X 12 24 X 24 650 15 X 15 24 X 24 DO0 18 X 18 24 X 24 1200 22 X 22 24 X 24 700 14 X 14 16 X 16 1000 16 X 18 20 X 20 2400 24 X 46 24 X 48 NOTES: 1. UNLESS OTHERWISE NOTED, DIMENSIONS SHOWN ON H1.2 ARE FACE SIZE~ 2. PRO'DE OPPOSED BLADE DAMPER. 143 J 33.2 IAVIKc~ MURRAY, LLP1 CONSULTING ENGINEERS II .~,'..~,.%~ -^~w':~ ~,,.%~.%' ~. -" f"~ KOUTSOUBIS, ALONSO ASSOCIATES, PR, PC Structural Engineers 70 East Old Country Road Hlcksvllle, NY 11801 (516) 931-8282 Fax: (516) 931-8284 Webslte: www. l~ape.com Emall: eng@kaape.oom HRMENGINEERING,PO ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: ~JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THE~E DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY O~lERS ARE PROHIBITED. DRAWING TITLE: DRAWN By: CHECKED BY: HVAC ROOF PLAN I AND SCHEDULES I :llz, I I JRS NUMBER: 07200 I AIR HANDLING UNIT SCHEDULE UNIT NO. AHU-1 AHU-2 AHU-S LOCATION DATA ROOM ATM ROOF SERVICE DATA ROOM ATM VESTIBULE CFM 630 6.30 800 E.S.P. (IN.) 0.0 0.0 0.5 RPM 3-SPEED 3-SPEED SET AT HIGH SPEED FAN HP 0.075 0.075 1/5 DRIVE DIRECT DIRECT DIRECT TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL O.A~ CFM - - EAT ('F DB/WB) 80/67 80/67 80/67 I_AT CF DB/WB) 60/58 60/58 60/58 8< ~- TOTAL (MBH) 18 18 24 ~ ~: SENSIBLE (MBH) - 18 NOMINAL TONS 1.5 1.5 2 MAX VEL. (FPM) - - TYPE gLEANABLE CLEANABLE THROWAWAY FILTER EFF ~. - - FL& (AMP.) 0.26 0.26 2-8 VOLT / I~ / Hz 208/1/60 208/1/80 208/1/60 ELECT. TYPE BUILT-IN BUILT-IN BUILT-IN STARTER SWITCHES PROGRAMMABLE THERMOSTAT PROGRAMMABLE THERMOSTAT PROGRAMMABLE 'D4ERMOSTAT TYPE WALL HANGER WALL HANGER VIBRATION SPRING ViBRATiON ISOLATION DEFLECT]ON - - - MANUFACTURER CARRIER CARRIER CARRIER MODEL ¢OMVC01 B 40MVC018 PX4C024 DIMENSION (INCHES) LxWxH 49-21 x 12.80 x 9.06 49.21 x 12.80 x 9.06 50 x 18 x 22 WEIGHT (LBS) 55 55 117 SEER 15 13 15 REMARKS -PROVIDE FACTORY CONDENSATE -PROVIDE PROGRAMMABLE PUMP. IT SHALL BE FIELD INSTALLED THERMOSTAT, SE:EL SUPPORT, AND WIRED. VIBRATION ISOLATORS, CONDENSATE -PROVIDE PROGRAMMABLE PUMP, SECONDARY DRAIN PAN THERMOSTAT -UNIT SHALL HAVE WALL MOUNT ACCESSORIES FAN SCHEDULE UNIT NUMBER EF-1 & EF-2 EF-5 EF-4 LOCATION ROOF ROOF VES~BULE ATTIC SERVICE TOILETS TRASH/JANITOR ROOM VESTIBULE ATRC CFM 150 75 150 EXT. SP 0.4 0.4 0.25 TOT. SP - ~ RPM 1550 1550 1400 "~ BHP 0.05 0.02 113 WA'FI'S DRIVE DIRECT DIRECT DIRECT TYPE CENTRIFUGAL CENTRIFUGAL CENTRIFUGAL J 1/25 I/30 113 WA'Frs ~ MOTOR HP ~<~ RPM 1550 1550 1400 "~ V / ¢/ HZ 115/1/60 115/1/60 115/1/60 Ld VIBRATION TYPE BUILT-IN BUILT-IN VIBRATION HANGER DATA DEFLECTION MANUFACTURER GREENHECK GREENHECK GREENHECK MODEL 0-075--D G-065-D SP--A190 Ld 'POPE THERMAL THERMAL THERMAL ~ SWITCHES OCCUPANCY SENSOR WALL SWITCH NOAP WEIGHT (LBS.) 18 18 17 ROOF OPENING (IN.) 10.5x 10.5 10,5 x 10.5 13-1/4 x 10-5/8 x 10-1/2 REMARKS PROVIDE BACKDRAFT DAMPER, PROVIDE BACKDP, AFT DAMPER, PROVIDE BACKDRAFT DAMPER, DISCONNECT SWITCH, LEKTROL DISCONNECT SWITCH, LEKTROL DISCONNECT SWITCH, LEKTROL FOR AIR BALANCING, ROOF CURE FOR AIR BALANCING, ROOF CURE FOR Ale BALANCING PROVIDE OCCUPANCY SENSOR PROVIDE CONTROL VIA WALL SWITCH PROVIDE HUMIDISTAT SET AT 60%EH ;ON~OL AIR COOLED CONDENSING UNIT SCHEDULE UNIT NUMBER ACCU-1 ACCU-2 ACCU-3 (HEAT PUMP) LOCATION ROOF ROOF ROOF SERVICE AHU-1 AHU-2 AHU-5 COOLING CAPACITY (MBH) 18.6 18.6 23 HEATING CAPACITY (MBH) - 23.6 AMBIENT AIR TEMP 'F - - HP 0.102 0.102 1/8 ~ ~ TYPE PROPELLER PROPELLER PROPELLER z CFM 1600 1600 3223 z RPM 900 900 800 '~ FREE AREA SQ. FT. 7.5 7.3 7.5 NUMBER OF ROWS 2 2 3 ~ NUMBER / TYPE 1/ROTARY 1/ROTARY 1/SCROLL bo REFRIGERANT R-4-10A R-410A R-410A a. NO. OF STEPS/CAPACITY 1 1 1 o o RPM - - j COMPRESSOR FLA/LRA 7.5/52.6 7.5/32.6 12.8/58.3 ~ FAN FL& 0.78 0.78 0.80 ~ ~ MCA/MFS 11/20 11/20 16.8/25 J bJ V / ¢/ HZ 208/1/60 208/I/60 208/1/60 MANUFACTURER CARRIER CARRIER CARRIER MODEL NO. 38MVCO18 58MVCO18 58QRR024 DIMENSION (INCHES) 53.07 x 13.19 x 27.56 53.07 x 15.19 x 27,36 56 x 14 x 51 WEIGHT(LBS) 125.4 125.4 178 SEER 13 13 14 PROVIDE ROOF SUPPOR:f, MOTOR REMARKS PROVIDE-27'F LOW AMBIENT CONTROL, MASTER LOW AMBIENT COMPRESSOR CYCLE PROTECTOR, CONTROLLER, INSULATED SNOW STAND, VIBRATION PAD, REFRIGERENT PIPES TO AHU INSULATED REFRIGERENT PIPES TO AHU, FIVE YEAR EXTENDED WARRANTY FOR COMPRESSORS PUMP SCHEDULE (BASE ON HYDROMATIC HC20) HEAD MOTOR ELEC~IC LIQUID TAG SERVICE LOCA~ON GPH FT. RPM W V. P.H. CY TEMP. ~ TYPE CP-1 CONDENSATE SEE PLAN 20 17 174 120 1 60 45 INLINE CP-2 CONDENSATE SEE PLAN 20 17 174 120 1 60 45 INUNE ELECTRIC DUCT HEATER SCHEDULE (UL UNIT NO. EDH-1 SERVICE DRIVE-UP TELLER LOCATION BRANCH SUPPLY AIR DUCTWORK CFM 250 EAT/LAT ('F} - MBH (MIN,) 6.8 KW (MIN.) 2 ~ NO. STAGES 1 ~ ~< VOLTS/C/HZ. 208/1/60 STARTER SEE REMARKS BELOW MAX. PD. (IN. W.G.) 0.15 12X6 (OR SEE PLAN) DIMENSIONS (LxWxH) (PROVIDE TRANSITION DUCT) MANUFACTURER INDEECO OR EQUAL TYPE/MODEL QUA ACCESSORIES CONTACTORS, AIRFLOW SWITCH. FUSES, DOOR INTERLOCKING DISCONNECT SWITCH, THERMAL CUTOUTS, CONTROL TRANSFORMER. THERMOSTAT REMARKS -COORDINATE FINAL KW RA~NG AND WIRING REQUIREMENT WITH ELECTRICIAN. -COMPLY WITH MFR. REQUIREMENT. AIR CONDITIONING UNIT (ROOF TOP) UNIT NO. RTAC-1 RTAC-2 LOCA'~ON ROOF ROOF SERVICE SEE PLAN - WEST EXPOSURE SEE PLAN - EAST EXPOSURE TYPE GAS FIRED, AIR COOLED GAS FIRED, AIR COOLED NOMINAL CAPACITY 7.5 TONS 8,5 TONS AMBIENT ('F DB/WB) 83/74 83/74 INDOOR ('F/RH) 75/50 75/50 CFM 31 O0 3050 0 RPM VARIES VARIES 0 c~ BRIVE BELT BELT _z BHP 1.75 1.75 TOTAL (MBH) 102 90 SENSIBLE (MBH) 85 71 ~-< EAT DB/WB 75.5/65 75.5/65 o LAT DB/WB 58/55 58/55 _z o O.A. CFM 560 770 0 MAX P.D. (IN.) - REFRIGERANT R-410A R-410A TYPE NATURAL GAS (2-STAGE) NATURAL GAS (2-STAGE) z,~ INLET GAS PRESSURE BY UNIT MFR BY UNIT MFR := INPUT MBH 126.7/181 126.7/181 OUTPUT MBH 148 148 EFFICIENCY (~) 81 81 m: TYPE SCROLL o SCROLL ac QTY 2 2 o REFRIGERANT R-410A R-410A CFM 7204 7204 ~ EXT. S.P.(IN) - ~o, RPM 1100 1100 o QTY/HP 2/0.25 2/0.25 DRIVE DIRECT DIRECT COMPRESSOR RLA/LRA 2 - 16/91 2 - 15.5/88 INDOOR FAN PLA 10.2 10.2 _~ OUTDOOR FAN FLA 2 - 1.5 2 - 1.5 e: ~- POWER EXHAUST 3 3 ~ COMBUSTION 0.52 0.52 MIN. CIRC, AMPS/MFS 57/70 48.7/60 VOLT / ¢ / Hz 208/3/60 208/3/60 TYPe THROWAWAY THROWAWAY ~- THICKNESS SIZE (LxWxH) 8'-6 9/16" x 5'-3 3/16" x 4'-4" 8'-6 9/16" x 5'-3 3/16" x 4'-4"! REMARKS -14" ROOF CURB -1~" ROOF CURB -PROGRAMMABLE THERMOSTAT -PROGP-AMMABItu THERMOSTAT CONSULTANTS: CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PR, PO Btructural Engineers 70 East Old Country Road Hlcksvllle, NY 11801 (516) 981-8282 Fe~c (516) 931-8284 Webslte: wvP, v.kaape.eem EmaJh eng@kaape.oom  HRM ENGINEERING,PC ENGINEER[NG~ CONSULTANT 450 Jericho Tump~,e, suite COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: C jPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.D. 181East Jericho Turnpike, Mlneola, NY 1:L501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JR8 ARCHITECT, P.C. ANY INFRINOEMENT8 OR ALTERATION8 BY OTHERS ARE PROHIBITED. DRAWING TITLE: HVAC SCHEDULES DRAWN BY: P8 CHECKED BY: JM DATE: 1/25/10 SCALE: AS NOTED JJRS NUMBER: 07200 MAI N SEE PLAN BRANCH DUC' 3== ,I VOLUME DAMPER ASSEMBLY OPPOSED BLADES LINKED TOGETHER IN A FRAME. OPERATED THROUGH FLEX. CABLE FLEXIBLE CABLE BRACKET SECURE- TO DUCT I.INEAR DIFFUSER DETAIL NOT TO SCALE AIR OUTLET SEE PLANS FOR ~PE AND SIZES (4-) THREADED I/4"e HANGER RODS DUCTWORK 2ND FLOOR APPROVED~EXPANSiON BOLTS SPRING HANGER VIBRATION ISOLATOR (BY FAN MFR.) FAN ~XX~- FLEXIBLE CONNECTION VIBRATION ISOLATOR INLINE FAN HANGING SUPPORT DETAH, MAXIMUM WOT. = 100 LBS. ABOVE 100 LBS., PROVIDE SUPPLEMENTARY STEEL. GRAVITY DAMPER COORDINATE ROOF OPENING WITH C,C. ROOF ON NEOPRENE GASKET PREFABRICATED ROOF W]TI-I INSULATION BY H,V.A-C. CONTR. PROViDe FRAMING -- CEILING EXHAUST FAN DETAIL NOT TO SCALE RRE RATED WN-L PAB~OH PROVIDE CLEARANCE FOR ON BOSH SIDE AND TOP AS REQUIRED MANUFACTURER FURRISIiED RRE DAMPER FACTORY MOUN~:D IN SLEEVE SEN. S-~NT BREAKAWAY CONNEC~ONS FUSIBLE UNK RAIED 50'F ABOVE MAXIIAJM T~PERA1URE OF SYSSEM BREAKAWAY (TYPICAL) ANGLE IRON FRAME-ALL FOUR- SIDES FAB'iENED TO DUCT ~ (SEE TABLE) FIRE SLEEVE (WPICAL) FASTEN RRE DAMPER FRAME TO S~ DAMPER DETAIL NOT TO SCALE ANGLE lEON TABLE WN.L OPENING ANGLE SIZE uP TO 54' 1/2'xl l~2'xl/a' 55' ~0 8~' ~'x2'xS/16' 85' TO 120" 3"x2'xS/16" RETAINING ANGLES MUST LAP STRUCTURAL OPENING 1' LIN. AND COVER CORNERS OF OPENINGS 1. FIRE DAMPERS TO BE U.L LABELED N.F.PA. 90A. 2. N.F.P,A. APPROVED INSTN.LAIION DETNLS TO BE PART OF SUBMISSION OF RRE OK~4PER FOR APPROVN.., WHICH SHALL MEET N.F.P~. STANDARDS 90~ DETAILS SHOWN ARE FOR FIRE DAMPERS IN HORIZONTAl. DUC~/ORK, FOR RRE DAMPERS IN VER~CAL DUCTWORK DETAIL IS SIMILAB, EXCEPT D/NPERS SHALL BE SPR~NG ACCESS DOOR IS SHOWN IN SIDE OF DUCT. IF FUSSIBLE UNK IS MORE ACCESSIBLE FROM BOTIOU OF DUCT, RELOCATE ACCESS D~. 5. U.L APPRO~ BREN(AWAY SUP JOINT CONNEC~ON SHN-L BE USED. 6. RRE DAMPER FOR DUCT HEIGHT LARGER ~ 24' CAN BE IN AIR STREAN. 7. ~E DETAIL IS FOR GUIDE ONLY. INSTALL RRE DAMPER IN ACCORDANCE wm-I IdaNUFAC~RER'S RECOMMENDA'FION. PINS SPOT WELDEDTO DUCT SPEED CUD WASHER PRESSED DOWN OVER PIN TO LINER. CORNER AIR FLOW ADHERED TO THE DUCT WITH 100% COVERAGE OF ADHESIVE AND COMPRESSED LONGITUDINAL JOIN'i NOSING~ NOTE: ENTERING, BUSTING ,&: TRAILING EDGES OF LINER AT TRANSVERSE JOINTS TO BE COVERED BY NOSING. TRANSVERSE JOINT DE'TAIL DAMPER Or TURNING VANE SECTION LINER NOTE: I HAT SECTION INSTALLED WITH~ DUCT NOSING TO CONCEAL LINER EDGES. T DAMPE N TURNING VANES GENERAL NOTES: 1. NOSING ATTACHED TO DUCT BY RIVETS, SCREWS OR WELDS. 2. NOSING: 2~- GA. UP TO 4~", OVER 4B". SAME GA, AS DUCT. LOW DENSITY -- DOWNSTREAM TRANSVERSE EDGES TO BE COATED WITH ADHESIVE. UPSTREAM EDGES TO BE METAL NOSE.(SEE DETAIL) AWAY HIGH DENSIS'¢ FACING' NOTE: ON ALL LONGITUDINAL JOINTS & SECURE WITH MECH- FASTENERS LONGITUDINAL JOINT DETAIL LINE% ,j,~ NOSING ~ A R N Al U-STRIP SHEET METAL WITH WASHER DUCT ~ NON-FLAMMABLE GLASS FABRIC MATERIAL WITH NUT AND WASHERS FLEXIBT.R CONNECTION NOT TO SCALE HOUSING OR DUCT ACOUSTICAL DUCT T.TNER DETAIL NOT TO SCALE 1. ~.2 1/2"x2 1/2"xS/B" FRAME FOR MAX. 6'-8" SPACING OF SUPPORT FRAMING 2. z~3"xS"xS/B" FRAME FOR MAX. 9'-0" SPACING OF SUPPORT FRAMES 3'-6"± NOTE: FOR DUCTS WIDER THAN 42" PROVIDE ADDITIONAL SUPPORTS WEATHER PROOF JACKET{SEE SPECS) METAL DUCT INSULATION SQUARE CLOSURE PLATE STOP. WELDED TO ANGLE IRON FRAME~ LINING WHERE NOTED ON PLANS OR IN SPECIFICATION DUCT TO ANGLE IRON WITH CADMIUM OR STAINLESS STEEL METAL SCREWS MIN S" PER SIDE, MAX 18" ON CENTER. g CEMENT POCKET BY GENERAL CONTRACTOR NOTE: ANGLES TO RECEIVE A $ COAT OUTDOOR 'EPOXY" PAINT - ALTERNATE: GALVANIZED STEEL ANGLE FRAMES '~1 1/2" DECK 1/2"xS"x5" BASE PLATE STEEL SUPPORT FRAMING DETAIL OF SUPPORT FOR ROOF MOUNTED DUCTWORK NOT TO SCALE WOOD NAILER STEEL COUNTER-FLASHING FELTS EQUIPMENT RAILS SHALL BE 18 GA GALVANIZED STEEL, MONOLrfHIC CONSTRUCTION, W~TH INTEGRAL BASE PLATE, CONTINUOUS WELDED CORNER SEAMS, FACTORY INSTALLED (2"x4") WOOD NAILER AND INCLUDING AN 18 GA GALVANIZED STEEL COUNTER FLASHING EQUAL TO RPS MODEL BUILT-IN RAISED CANT COORDINATE EXACT SCOPE WITH C.C. WELDED SEAMS INTEGRAL BASE PI.ATE INSULATION MOUNTING PEDESTAL SHALL INCLUDE THE FOLLOWING: "U" SHAPED MOUNTING BRACKET SECURED TO THE EQUIPMENT RAIL, A MATCHING LENGTH STEEL SLIDE CHANNEL A'iTACHED TO "LC SHAPED MOUNTING BRACKETS AND SECURED TO SIDE OF EQUIPMENT RAIL W~TH LAG BOLTS, GALVANIZED CONTINUOUS THREADED VERTICAL/LATERAL ADJUSTABLE RODS, GALVANIZED SLIDE ASSEMBLY_ MANUFACTURER SHALL BE RPS OR APPROVED EQUAL ROOF PEDESTAL DUCTWORK & EQUIPMENT INSTAT.T.&TION DETAIL FOR ROOF DUCTWORK & AIR-COOLED CONDENSING UNITS SUPPORT APPROVED TYPE INSERT~ TYPE INSERT 1/2" x 2 1/2" x 1/4" STEEL 2ANGLE WELDED TO ,,~ BEAM FLANGE AND / PATCH TO MATCH EXISTING SURFACE HANGER STRAP SELF TAPPING SCREWS FOR DUCTS OVER 49" WIDE TURN / UNDER Do.roM OF DUCT & FASTEN LOW PRESSURE DUCT HANGER ROD TRAPEZE HANGER METHOD OF HANGING DUCTWORK NOTE: DISTANCE BETWEEN DUCTS HANGERS SHALL BE IN ACCORDANCE WITH SMACNA AND NYS BLDG, CODE CONSULTANTS: CONSULTING ENGINEERS JJ KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hlcksvllle, NY 11801 (516) 931-8282 Fmc. (516) 931-8284 Webslte: WWW.kaape.com Email: eng@kaape.com HRU ENGINEERING,PC ENGINEERING CONStJLTAN~ 4~0 J~ldm Tumplk~ Su~ 2B8 COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: C)jPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jedcho Turnpike, Mineola, NY ~L501-20~ 30 West 24th Street, 3rd Root, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARe PROHIBITED. DRAWING TITLE: HVAC DETAILS SCALE: AS NOTED PLUMBING SPECIFICATIONS 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 SPECIFICATIONS. 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. THE MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES AND UTILITY CONNECTION CHARGES. THE NEW DRAINAGE, VENT AND WATER PIPING SHALL CONFORM TO THE NEW YORK STATE BUILDING CODE REQUIREMENTS. TEST, REPLACE DEFECTIVE PIPE, AND RETEST PIPING SYSTEM AS REQUIRED. GAS PIPING B- C. HOT AND A, B. C. D. F. SANITARY, A. B. PIPE: SCHEDULE 4`0 BLACK STEEL SCREWED JOINTS. FI'YrlNGS: MALLEABLE IRON CLASS 150, SCREWED. GALVANIZED WHERE iNSTALLED EXPOSED TO WEATHER. VALVES: ALL BRONZE PLUG COCK WITH TEE HANDLE. COLD WATER PIPING PIPE: COPPER TUBING, TYPE 'L', FITTINGS: WROUGHT OR BRONZE JOINTS: 95-5 (TIN AND ANTIMONY) SOLDER. GATE VALVE: ALL BRONZE, SIMILAR TO STOCKHAM B-109. SWING CHECK VALVE: BUNA-N OR TEFLON DISC, SOLDER ENDS, SIMILAR TO STOCKHAM B-510B BALL VALVE: TWO PIECE, BRASS, TEFLON SEAT, C.P. BALL, SOLDER ENDS, 4-00 PSI, SIMILAR TO STOCKHAM S-214`-S. STORM DRAIN AND VENT PIPING PIPE: HUBLESS CAST IRON SOIL PIPE CONFORMING TO CISPI STANDARD 301-72, WITH STAINLESS STEEL COUPLINGS. SERVICE WEIGHT HUB AND GASKET CAST IRON SO~L PIPE FOR UNDERGROUND PIPE. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH FIBERGLASS AND COVERED WITH ALL SERVICE JACKET. PROVIDE VAPOR BARRIER FOR COLD WATER PIPING. INSULATION TO BE MANVILLE MICRO-LOK 25/50. INSULATION THICKNESS FOR HOT WATER PIPING TO BE 3/4-" FOR PIPING UP TO 1" IPS AND 1" FOR PIPING 1-1/4" AND LARGER. INSULATION THICKNESS FOR COLD WATER PIPING TO BE 1/2' THICK. 10. HANGERS AND SUPPORTS: HORIZON CAST IRON SOIL PIPE, CLEVIS ~YPE HANGERS WITH STEEL RODS AND SPACED 5'-0~ ON CENTERS. PIPING 1-1/4-" AND SMALLER SHALL BE SUPPORTED EVERY 8'-0" MAXIMUM. '~ERE 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. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OF HANGER RODS IN REQUIRED LOCATION, PROVIDE ADDITIONAL STEEL FRAMING AS REQUIRED AND APPROVED. PIPING SHALL NOT BE HUNG FROM OTHER PIPING OR FROM PLASTER OILINGS. PAINT HANGERS AND SUPPORTS INCLUDING RODS, iNSERTS, ETC., WITH ZINC CHROMATE PRIMER, OR PROVIDE GALVANIZED MATERIALS. PROVIDE APPROVED FLOOR STANDS, WALL BRACKETS, MASONRY PIERS, ETC. FOR ALL LINES RUNNING NEAR THE FLOORS AND WHICH CAN BE PROPERLY SUPPORTED BY THE FLOORS OR WALLS. 11. PLUMBING FIXTURES: WATER CLOSET SHALL BE BARRIER FREE AMERICAN STANDARD "CADET' NO. 2998.012 ELONGATED BOWL, VITREOUS CHINA, FLOOR MOUNTED WATER CLOSET WITH NO. 95 WHITE, SOLID PLASTIC, OPEN FRONT TOilet SEAT, WITH FLUSH TANK 1.6 GPF. LAVATORY SHALL BE HANDICAP ACCESSIBLE, BARRIER FREE AMERICAN STANDARD "LUCERNE' NO. 0356-015 VITREOUS CHINA, 20-1/2'X18-1/4" WITH AMERICAN STANDARD "MONTERRY' TWO-HANDLE CENTERSET FAUSET, 7502_170, WRIST BLADE HANDLE, 4" ON CENTER. McGUIRE MANUFACTURING CO. OR APPROVED OTHER, NO. 201 C.P. TRAP, NO.155-WC OFFSET DRAIN AND NO. 2127 C.P. NIPPLE TO WALL AND ESCUTCHEON, OFFSET SUPPLY TAILPIECES, AND PAIR OF NO. 2158 LK ANGLE SUPPLIES ASSEMBLIES WITH LOOSE KEY STOPS. PROVIDE J.R.SMITH CONCEALED ARMS SUPPORT OR APPROVED EQUAL. PANTRY SINK SHALL BE BARRIER FREE ELKAY CELEBRITY CLASSIQUE ECC2522 STAINLESS STEEL SINGLE COMPARq'MENT SINK. {CONFORMS WITH ADA DIMENSIONAL REQUIREMENTS), 5-1/2" DEEP, 24`-5/8" LONG, 21-S/8" WIDE (1 HOLE) WITH FAUCET MODEL #LK-4.162 SINGLE LEVER FAUCET. PROVIDE AND INSTALL STANDARD 'P' TRAP INCLUDING LK-35 WASTE AND WYE BRANCH PITI'lNG. MOP SINK SHALL BE FIAT PRODUCTS MODEL NO. MSB-2424 MOLDED STONE MOP RECEPTOR 24'x2.4`"xlO" DEEP. FIAT'S DRAIN BODY, PLATE NUMBER 874-, WITH COMBINATION DOME STRAINER AND LINT BASKET, COMPLETE WITH LOCK NUTS AND GASKETS, STOPS AND VACUUM BREAKERS MODIFIED WITH FOUR ARM HANDLES, FORK BRACE SECURED TO CONSTRUCTION With EXPANSION BOLTS, 1/2 INCH, 4- FEET RUBBER HOSE WITH FEMALE COUPLING AND FIAT'S NUMBER 852AA HOSE BRACKET, 889CC MOP HANGER, 833AA SILICONE SEALANT AND E77AA VINYL BUMPER GUARD. WATER DRINKING FOUNTAIN SHALL BE ELK, AY STAINLESS STEEL ~NO STATION WALL MOUNTED MODEL EZOSTLBC. BARRIER FREE ADA COMPLIANT DIRNKING FOUNTAIN SHALL BE ELKAY STAINLESS STEEL MODEL EDFP-19-C. PROVIDE ALL FIXTURES COMPLETE WITH ALL SUPPLY FITI'[NGS, TRAPS, VALVES, CARRIERS AND APPURTENANCES NECESSARY FOR OPERATION. SEE ARCHITECTURAL PLANS FOR SPECS. NOT CONTAINED HEREIN. IF NOT SPECIFIED WITH FIXTURE, PROVIDE CHROME PLATED SUPPLIES THROUGH WALL WHEEL HANDLE STOPS AND FLEXIBLE SUPPLY RISERS, TAIL PIECES, CAST BRASS P-TRAPS, WASTE TO WALL ESCUTCHEONS AS REQUIRED. ALL FIXTURES TO BE IN COMPLIANCE WITH LOCAL MUNICIPAL AND STATE HANDICAP REQUIREMENTS IN GENERAL ANSI A 117.1 IS TO BE FOLLOWED. PROVIDE INSTALLATION ON ALL TRAPS AND HOT WATER SUPPLIES WHERE REQUIRED. MOUNT ALL HANDICAP LAVS., WATER CLOSETS IN ACCORDANCE WITH GOVERNING A.D.A. LAWS. PLUMBING FIXTURE COLOR TO BE SELECTED BY ARCHITECT. 12. FIXTURE TRIM AND SUPPORTS: AS REQUIRED BY MANUFACTURER I3. ESCUTCHEONS: A. WHERE PIPING IS ID(POSED, PROVIDE CHROME PLATED ESCUTCHEONS WHEREVER A WALL, FLOOR OR CEILING IS PENETRATED. SLEEVES: A. B. 15. 16. PROVIDE SLEEVES WHERE FLOORS 0r ROOFS ARE PENETRATED. FLASH SLEEVES THROUGH ROOF TO ROOF DECK MEMBRANE. WATERPROOF PiPE PENETRATION THROUGH SLEEVE. INDIRECT WASTER PIPING: PROVIDE ALL INDIRECT WASTE PIPING. PIPING TO BE COPPER TUBING AND SHALL BE ARRANGED TO CAUSE MINIMUM CONGESTION BELOW EQUIPMENT AND IN THE SPACE AS POSSIBLE. TERMINATE THIS PIPING 1" ABOVE FUNNEL ORAIN AND CUT END AT ~-5' ANGLE- ACCESS DOORS: PLUMBING CONTRACTOR TO PREPARE A LIST OF ALL ACCESS DOORS REQUIRED FOR OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT, VALVES, CONTROLS AND SIMILAR DEVICES, WHICH SHALL BE GIVEN TO THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL PROVIDE ACCESS DOORS With A MINIMUM DIMENSION OF 12"x 12'. 17. GUARANTEE AND SERVICE: ALL EQUIPMENT, MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED AND SERVICED FOR A PERIOD OF ONE YEAR FROM DATA OF FINAL ACCEPTANCE OF THIS WORK. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER OPERATION OF THE PLUMBING SYSTEMS. INSTRUCT THE OWNER'S PERSONNEL IN THE PROPER OPERATION AND SERVICING OF THE SYSTEM. THE CONTRACTOR SHALL, DURING THE PERIOD OF THE GUARANTEE, REPLACE OR REPAIR AT HIS OWN EXPENSE ANY PIECE OF EQUIPMENT AND/OR MATERIAL WHICH 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. THe CONTRACTOR SHALL ALSO REPAIR ALL DAMAge TO SURROUNDING WORK CAUSED BY THE FAILURE, REPAIR OR REPLACEMENT OF DEFECTIVE EQUIPMENT. THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS 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. 18. SUBMITTALS THE CONTRACTOR SHALL SUBMIT THE FOLLOWING SHOP DRAWINGS AND EQUIPMENT CUTS FOR ENGINEER'S APPROVAL PRIOR TO PURCHASE AND INSTALLATION OF EQUIPMENT: A. PIPE AND PIPE FriTINGS B. PLUMBING FIXTURE C. HANGERS AND SUPPORTS D. PLUMBING PiPE LAYOUTS 19. OPERATING AND MAINTENANCE iNSTRUCTIONS SUBMIT BOOK BOUND OPERATING AND SERVICE MANUALS WHICH SHALL INCLUDE ALL EQUIPMENT, AS BUILT INSTALLATION DRAWING AS REQUIRED. INSPECTION PERFORM ALL CON1~ROLLED INSPECTIONS AS REQUIRED BY CODE. SECURE AND PAY ALL REQUIRED PERMITS AND APPROVALS AND *~,ANSMIT TO THE OWNER. GENERAL NOTES 1. 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. THE CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS, AND INCLUDE ALL MATERIALS AND LABOR IN HIS BID PRICE. NO ALLOWANCE WILL BE MADE FOR FAILURE TO DO SO. 2. BEFORE SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE PREMISES OF HIS PROPOSED WORK AND SHALL CAREFULLY EXAMINE THE ENGINEERING DRAWINGS, EXISTING CONDITIONS AND LIMITATIONS THEREOF. VERIFICATION SHALL BE MADE AS TO THE ACTUAL LOCATIONS WHERE THE NEW PIPING WILL BE ROUTED, COORDINATING WITH NEW AND EXISTING WORK AND PROVIDING CLEARANCES WITH STRUCTURAL MEMBERS. THE CONTRACTOR SHALL INCLUDE ALL COSTS OF ANY KIND WHATSOEVER WHICH ARE INCURRED THROUGH LIMITATIONS OF THE EXISTING AND NEW CONDITIONS. LATER CLAIMS FOR EXTRA LABOR, EQUIPMENT AND MATERIALS REQUIRED DUE TO DIFFiCULT[ES WHICH COULD HAVE BEEN FORESEEN WILL NOT BE CONSIDERED AS EXTRA WORK. 3. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL PIPING AND EQUIPMENT AND INDICATE THE REQUIRED SIZE AND POINTS OF TERMINATION OF THE 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 IT WILL CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM AND KEEP OPENINGS AND PASSAGEWAYS CLEAR WITHOUT FURTHER CONSTRUCTION OR COST. 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. 5. 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. 8. COORDINATE THE EXACT SIZE AND LOCATION OF THE NEW OPENINGS WITH EXISTING STRUCTURE. PATCH AND iNSULATE AS REQUIRED, THE CONTRACTOR SHALL FIRESTOP ALL PENETRATIONS OF NEW PiPiNG, CONDUIT, DUC3WORK, ETC. THROUGH EXISTINg Fire/ SMOKE BARRIERS. FIRE/SMOKE STOPPING SHALL BE 3M FIRE BARRIER CP 25 N/S CAULK UNLESS OTHERWISE NOTED. 7. IT IS THE IN'rENT OF THIS CONTRACT TO KEEP REMAINING SYSTEMS LEFT IN GOOD WORKING ORDER, READY FOR OPERATION, INCLUDING NECESSARY LABOR AND MATERIALS. B. THE CONTRACTOR SHALL TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BUILDING SYSTEMS, WIRING, GAS PIPING OR CONTROL TUBING. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT THE CONTRACTOR'S COST, WITHIN THIS CONTRACT PERIOD FOR SUBSTANTIAL COMPLETION. 9. THe CON,ACTOR SHALL REPAIR AND RESTORE TO ORIGINAL CONDITION ANY EXISTING EQUIPMENT OR MATERIALS DAMAGED IN THE PROCESS OF INSTALEATION TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE. 10. THE CONTRACTOR SHALL MAKE REPAIRS USING THE SAME MATERIALS, AT THE CONTRACTOR'S COST. 11. THE CONTRACTOR SHALL INCUR ALL C05~5 AND BURDENS ASSOCIATED WITH LOST OR STOLEN EQUIPMENT AND MATERIALS. 12. DALLY, 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 OWNER. 13. PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING AND SITE. PROTECT ALL WORK NOT SLATED FOR DEMOUTION. 14. THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. 15. OBTAIN ALL PERMITS, PAY ALL FEES, CONNECTION CHARGES, ETC. 16. PAINT AND TOUCH-UP ALL SURFACES MARRED BY PERFORMANCE OF THE WORK. 17_ ALL WORK SHOWN ON THESE DRAWINGS IS NEW, UNLESS SPECIFICALLY INDICATED AS EXIS'RNG, PLUMBING DRAWING LIST P1.01 PLUMBING SPECIFICATIONS P1,02 FIRST FLOOR PLUMBING PLAN P1.03 PLUMBING RISER DIAGRAMS LEGEND f VI ~ SAN ST G CO [I (~ DPCO T W COLD WATER HOT WATER (110' SERVICE) HOT WATER RETURN VENT (ABOVE CEILING) SANITARY WASTE STORM DRAIN GAS PIPING CLEAN OUT DECK PLATE CLEAN OUT BALL VALVE CHECK VALVE GAS COCK PLAN ELBOW PiPE DOWN TEE POINT OF NEW CONNECT]ON WASTE PLUMBING FIXTURE SCHEDULE FIXTURE FIXTURE VENT COLD HOT ADA MOUNTING DESIGNATION DESCRIPTION WASTE SIZE WATER WATER HEIGHT * WC WATER CLOSET ~-" 2" 1/2' - MAX. 17" FLOOR TO RIM LAV LAVATORY 1-1/2" I-1/4' 1/2" 1/2" MAX. 34`" FLOOR TO RIM SK PANTRY SINK 2" 1-1/2" 1/2" I/2" MAX. 54" FLOOR TO RIM MS MOP SINK ~" 2' 1/2' 1/2' DF DRINKING FOUNTAIN 1-1/2' :1-1/4" 5/,~' - MAX. 34~ FLOOR TO RIM * 1. PLUMBING CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES TO COMPLY WITH AMERICAN DISABILITY ACT (ADA) STANDARS, REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. 2. PLUMBING CONTRACTOR SHALL COORDINATE ALL PLUMBING FIXTdRES, APPLIANCES, FfTflNGS AND ACCESSORIES WITH ARCHITECT. DOMESTIC WATER HEATER SCHEDULE (ELECTRIC) TAG CAP RECOVERY CAP. ELECT. ELEMENT MODEL No. SERVICE (GAL) (GPH) ~BO' RISE CHARACTER MANUFACTURER WATTAGE No. SHIPPING WT. FIRST FLOOR HWH-1 JANITOR CLOSET 10 8 20BV/l¢/6OHz. A.O.SMITH 1500 DEL-lO 54` LBS. SECTION~ 143 PROPO~{ED BANK LO~s: 33,2 CONSULTANTS; CONSULTING ENGINEERS KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Countr~ Road Hlcksvllle, NY 11801 (516) 931-8282 Fa3c (518) 931-8284 Webslte: Www. kaape.com Email: eno~kaape.oom COMMENTS: DATE DESCRIPTION 1125/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: ii l JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jericho Turnpike, Mlneala, NY//501-2032 30 West 24t Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 0854 -/434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY O'~ERS ARE PROHIBITED. DRAWING TITLE: PLUMBING SPECIFICATIONS DRAWN BY: CHECKED BY: KSC I I DATE: 1/25/10 KSC SCALE: AS NOTED IJRS NUMBER: 07200 SHEET NUMBER: P1.01 CONC. PIT AND STEEL % , COVER PLATE BY G.C. NEW SANITARY HOUSE TRAP \ ~ /- f ~ . ~NDED AND CONNECTED TO N~ ~ ~ j / 5/~ cw DE,DP TERMINATE 4 SANITARY HOUSE S~ER -- ---- I J Email: eng~kaape.oom 1-1/ VENT RISE ,, / I J~'. ~ / 1-1/~ VENT RISE CO~ ~ CO J[ J ~l ~/ I ENGINEE~NGCONSULT~T AND CONNECTED TO ¢ SEE STORM D~IN BY SITE LNG NEER / BACKFLOW PR~ENTER. J ~ ¢ q-¢ I: ~ ~-~- ~ ~ ~ J j ~ I =~' .... ", ' .... % ....... F% I~JJL~J REV. DATE DESCRIPTION ~ I SEE NOTE ¢1 J ' J PMorganChase i I~""W ~AS s~,ce ~ I ~ Il 10300 MAIN ROAD I /I II MATTITUCK, NY 11952 I II TOWN OF SOUTHOLD FIRST FLOOR PLUMBING P~N Il JJ THESE D~WINGS ~ INSTRUME~ OF SERV1CE ~D ~ AS SUCH ~ THE PROPER~ OF JRS ~CHI~CT, P.C. JJ ~Y INFRINGEMENTS OR ~TE~TIONS BY OTHERS 1. PRIOR TO ~A~ING OF NEW WORN THIS CONT~CTOR SHALL ~PLY AND ARE PROHIBI~D. OBTAIN ~PROVAL FOR GAS M~ER INhALaTION WI~ K~SPAN ENERGY. 2. PRIOR TO STARTING OF N~ WORK ~IS CON~CTOR SHALL APPLY AND J JD~WINGTI~E: O~NN ~PROVAL FOR WATER M~ER AND RPZ BACKFLOW PREVENTERH FIRST FLOOR INhALaTION W[~ LOCAL WATER AUTHORI~ ~D H~LTH DEPARTMENT. JJ PLUMBING P~N CHEC~D BY: KSC SCAR: AS NOTED HRM230 P1 ROOF FIRST FL 4"VTR rmm-j 11-1/2" .3'FAI GOOSENECK F EXTEND/ ~ SANITARY HOUSE TRAP IN CONC PIT AND CONNECT TO SEPTIC SYSTEM PROVIDED SITE ENGINEER BY SANITARY RISER DIAGRAM SCALE: NONE ROOF WC WC LAV LAV DF 1/2" ', ~1 1"4 ~ , EXTEND AND CONNTECT TO I I ~ NEW 1" CW SERVICE PROVIDED Z -'I ....... _~_%s_!_~_ ~.2]?_~E_~ ............... WATER RISER DIAGRAM SCALE : NONE _R_o.Q F ._FL . F1-1/4" F1-1/4? 1_1/¢"~ 1-1/2"-~ NEW GAS METER I .~ N~ GAS SERVICE PROVIDED ~ Y BY SI~ ENGINEER GAS RISER DIAGRAM SCALE : NONE GAS SUPPLY LINE (ALTERNATE) --GROUND JOINT UNION r.~-T-~ WITH BRASS SEAT l_~t II CAS COCK J --i T~ , TO CONTROLS ~PLUGOED 1/8" NPT I I MIN TEST GAGE CONNECTION DrIP POCKET · ~ ~' TYPICAL GAS PIPING TO UNIT NOT TO SCALE HEAVY DENSITY PREMOLDED PIPE INSULATIOh -- DIAMETER VARIES, SEE ROD SCHEDULE PIPE SADDLE CLEVIS HANGER HANGING DETAIL SCALE: NONE ROD SCHEDULE PIPE SIZE I ROD SIZE 1/2" TO 3" 3/8" 4" TO 6" 1/2" METAL DECK- BOLT AND LOOKING-- NUT BEAM DUlY BEAM CLAMP EXPANSION TANK A.O.SMITH VS-E 1 HANGER RODS DRIP PAN CHANNEL IRON BOTfOM OF HUNG CEILING NOTE: & PRESSURE RELIEF VALVE DOMESTIC WATER HEATER SEE SCHEDULE ON THIS DWG 1~--~" [.W. RUN &: SPILL TO MOP SINK LOCATION ABOVE CEIUNG DOMESTIC WATER HEATER DETAIL SCALE : NONE CONSULTANTS: CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineem 70 East Old Oountry Road HIo~vllla, NY 11801 (516) 931-8282 F~: (516} 931-8284 Webslte: ~w.kaape.com Emaih eng@kaape.oom  HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REV, DATE DESCRIPTION NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD /81 East Jericho Tumpike, Mineola, NY//501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INS'I~,UMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P,C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBrlED. JDRAWING TITLE: PLUMBING RISER DIAGRAMS ::: I1:::: ::;:. I J J JRS NUMBER: 07200 MINIMUM 8" .ALL SCREEN MINIMUM 6- ABOVE GRADE. GRADE EL. 1G. 1 NEW 1" RPZ BACKFLOW PREVENTER. WAITS MODEL 909 NEW 5/4" CAPPED OUTLET WtTH VACUUM ON VERTICAL CW NEW 1" UNDERGROUN~ DATA L[NE ,-1 [ PA_RTl.AL_ FIRST FLOOR PLAN -¢-0- FIRE EXISTING WATER MAIN NEW CONNECTION TO EXISTING ~.o ~ ~ ~'~ ~0~) UTILITY ' CB R=95.9 WM~ 0RAGS R=97 01 O WATER METER IN V_.ALI~T AS REQUIRED BY~A WATER SERVICE PARKING WELL CAP ~AII:IO BUSINESS PROPOSED BANK 4, :2~30 S, F.F. IL. 9,L20 " t r- 1" TO PLUMBING - FIXTURES PROVIDE 5/4' PIPE CAPPED FOR LAWN SPRINKLER. PROVIDE VACUUM BREAKER. 1= RPZ BACKFLOW PREVENTER WATTS SERIES 909 1" UNION BALL VALVE 12" AIR GAP BE3WEEN AND DRAIN PAN RIM ;'-O" TO RPZ CL RELIEF PORT [ /I / FLOOR SLAB TEST COCKS (TYP FOR 4) PROVIDE SUPPORT AS REQUIRED DRAIN PAN WITH ~ DRAIN OUTLET DRAIN THRU WALL WITH SCREEN 6' ABOVE NEW 1' WATER SERVICE UNDER FLOOR SLAB RPZ NOTES: 1, PLUMBING WORK MUST BE INSTALLED BY A LICENSED PLUMBER WHO IS LICENSED WITHIN THE SUFFOLK COUNTY. 2. PLUMBER MUST APPLY FOR A PLUMBING PERMIT AND PAY APPLICABLE FEES BEFORE DOING ANY WORK. 3. AFTER WORK iS COMPL~.i~_LI, AN INSPECTION MUST BE CONDUCTED BY THE CROSS CONNECTION INSPECTOR SO THAT THE CERTIFICATE OF COMPLIANCE CAN BE iSSUED. ~-. BACKFLOW PREVENTtON DEVICES MUST BE TESTED ANNUALLY BY A NYSHD CERTIFIED TESTER. 5. ALL DEVICES SHALL BE INS~TALLED SO THAT THEY ARE NOT SUBJECT TO FLOODING OR FREEZING. B, RPZ DEVICE SHALL BE WA1-FS SERIES 909 OR APPROVED MODEL BY THE WATER DISTRICT. 7. BACKFLOW PREVENTER INSTALLATIONS ARE TO CONFORM TO THE WATER DISTRICT AUTHORITY'S RULES AND REGULATIONS, SUFFOLK COUN3~F HEALTH DEPARTMENT AND NYSHD REQUIREMENTS. 8. THE WATER DISTRICT AUTHORITY SHALL HAVE UNRESTRICTED ACCESS TO THE BACKFLOW PREVENTER. 9. NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATION. 10. LAYOUT SHOWN IS APPROXIMATE. ADJUSTMENTS CAN BE MADE TO FIT FIELD CONDITIONS AND JOB REQUIREMENTS UPON THE ENGINEERS APPROVAL MINIMUM CLEARANCES MUST BE MAINTAINED &: ORDER OF PAI~ MUST BE MAINTAINED. SECTION PLAN KEY PLAN: L_ 143 I PROPOSED SANK LOT{s: 33.2 ;ONSULTANTS: I:AVIK& MURRAY, LLP CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PEi PC St]'ustural Engineers 70 East Old Country Road Hicksville, NY 11801 (516) 931-8282 Fax: (,516) 931-8284 Webslte: w,A~v,kaape.com Emall: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMA'F[ON: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. ~. East Jedch0 Turnpike, Mlneola, NY :L!.50:L.2032 30 West 24th Street, 3rd Floor, New York, NY ~.0010 707 State Road, Princeton, NJ 08540-:1.434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRG ARCHITECT, P.C. ANY iNFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWING TITLE; RPZ BACKFLOW PREVENTER I PLANS AND DETAILS I DRAWN BY: KGC DATE: 1/25110 II I I1 1 ] 4. 5- 6. 10. 11. 12. 13. 15. 16. ELECTRICAL SPECIFICATIONS 17. 18. 19. 20. 21. 22, 25. THE CONTRACTOR AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS AND EMPLOYEES WILL PROVIDE AND MAINTAIN A SAFE PLACE TO WORK AND THAT HE AND THE'Y WILL COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF. ALL WORK SHALL BE DONE IN CONFORMANCE WITH LATEST NATIONAL ELECTICAL CODE, INCLUDING AMENDMENTS, BULLETINS, ETC., AS WELL AS STANDARDS OF INSTALLATION AND EQUIPMENT ESTABLISHED FOR THE BUILDINGS, AND REQUIREMENTS OF THE OWNER. OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM GOVERNING AUTHORITIES AND PILE ALL NECESSARY FORMS. ALL AREAS ASSOCIATED WITH WORK TO BE PERFORMED SHALL BE EXAMINED PRIOR TO BIB SUBMISSION_ NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CONDITIONS FOUND DURING INSTALLATION. FURNISH ADEQUATE UABILITY INSURANCE AND BONDING AS REQUIRED BY OWNER. INCLUDE ALL LABOR, MATERIALS, AND APPLIANCES REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING. COMPLETE AND MAKE READY FOR OPERATION IN A MANNER SATISFACTORY TO THe ARCHITECT, ALL WORK SHOWN ON DRAWINGS AND SPECIf'[ED HEREIN. THIS CONTRACTOR'S WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: FURNISHING AND INSTALLATION OF ALL ELECTRICAL WORK, INCLUDING PANELBOARD, ELECTRICAL AND TELEPHONE OUTLETS, LIGHTING FIXTURES WITH LAMPS, SWITCHES, ETC., AND ASSOCIATED BRANCH CIRCUIT WIRING, DISCONNECT SWITCHES, SPECIAL RECEPTACLES, ETC. ALL SPECIAL EQUIPMENT, SUCH AS FANS, COPIERS, ETC. WILL BE FURNISHED BY OTHERS. WHERE EQUIPMENT REQUIRES PERMANENT CONNECTIONS, THESE CONNECTIONS SHALL BE PROVIDED. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON DRAWINGS WITH OTHER TRADES TO ,~SSURE THAt ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. THIS CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS AND CONDUIT RUNS SUPPUES AND/OR INSTALLED UNDER THIS SECTION TO AVOID CONFLICTS OR OBSTRUCTIONS TO OTHER TRADES, THIS CONTRACTOR SHALL PROVIDE ALL NECESSARY PULLBOXES AND CONDUIT OFFSETS REQUIRED TO ACCOMPLISH THe ABOVE NOTED COORDINATION AT NO ADDITIONAL COST TO THE OWNER, WHETHER OR NOT INDICATED ON PLANS. FURNISH AND INSTALL ALL NECESSARY CABLE SUPPORT BOXES, PULLBOXES AND CONDUIT SUPPORTS, WHERE NOTED AND AS REQUIRED BY APPMCABLE CODES. ALL LOW TENSION CONDUIT, FIRE ALARM CONDUIT, ETC. WHICH RAVE RUNS IN EXCESS OF 100 FEET IN LENGTH AND/OR CONSTRAINING BENDS IN EXCESS OF 180 DEGREES SHALL BE PROVIDED WITH A PULLBOX. ALL PULLBOXES SHALL BE LABELED FOR THeir INTENDED USE OR VOLTAGE LEVEL, AND ALL WIRE AND CABLE PROVIDED UNDER THIS SECTION SHALL BE TAGGED AT ALL PULLBOXES. PROVIDE ACCESS DOORS WHERE REQUIRED. COORDINATE WITH GENERAL CONSTRUCTION WORK. UNLESS SPECIFICALLY APPROVED, NO WIRES SHALL BE PULLED IN UNTIL THE CONDUIT SYSTEM IS COMPLETED. NO GREASE OR OIL SHALL BE USED TO FACILITATE THE PULLING OF WIRES; ONLY APPROVED PULLING COMPOUND SHALL BE USED. ALL WIRES SHALL BE CONTINUOUS BL-RCVEEN OUTLET AND OUTLET, OR FROM PANELBOARD TO THE FIRST OUTLET. JOINTS THAT BECOME NECESSARY IN CIRCUIT WORK AT THE OUTLETS SHALL BE MADE WITH APPROVED PRESSURE CONDUCTORS. APPROVED PRESSURE CONNECTORS, IDEAL W]NGNUTS, SCOTCH-LOCK, BUCHANAN, OR AS APPROVED, MAY BE USED IN LiEU OF SOLDER AND TAPE. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, SWITCHES, WALL OUTLETS, ETC. SHALL BE IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. NO ELECTRICAL CONNECTIONS SHALL BE MADE TO, OR WORK PERFORMED ON, ENERGIZED EQUIPMENT. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO EQUIPMENT ACCORDING TO VENDORS APPROVED SHOP DRAWINGS, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT TO BE USED. ALL SPECIAL PURPOSE OUTLETS INDICATED ON PLAN SHALL BE VERIFIED WITH EQUIPMENT MANUFACTURER TO ENSURE PROPER WIRING AND COMPATIBILITY With ATTACHMENT PLUGS OR JUNCTION BOXES THAT MAY BE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT. SUBMIT SHOP DRAW]NOS TO THE ARCHITECT 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. PREPARE AND FURNISH TO OWNER 'AS-BUILT' PLANS FOR ALL WORK INSTALLED. BRANCH CIRCUITS SHALL IN ALl CASES CONTAIN THE NECESSARY NUMBER OF WIRES TO AFFORD THE SWITCH CONTROL INDICATED. ALL LIGHTING CIRCUIT WHICH ARE CONTROLLED BY DIMMERS SHALL NOT SHARE A NEUTRAL WITH ANOTHER CIRCUIT, BUT SHALL HAVE A SEPARATE NEUTRAL CONDUCTOR TO THE PANEL, WHETHER OR NOT INDICATED ON PLAN. ALL RECEPTACLES EXCEPT CONVENIENCE RECEPTACLES SHALL BE CONCEALED AND ACCESSIBLE BELOW COUNTERS OR BEHIND EQUIPMENT, CONTRACTOR TO COORDINATE EXACT LOCATION OF EQUIPMENT RECEPTACLES WITH EQUIPMENT MANUFACTURER'S LOCATION. ELECTRICAL CONTRACTOR TO COORDINATE ALL DISCONNECT SWITCH REQUIREMENTS AND LOCATION WITH ELECTRICAL INSPECTOR, VENDORS APPROVED SHOP DP, AWING AND FINAL EQU[PMENT LOCATION. ELECTRICAL CONTRACTOR SHALL VERIFY PHASE LOAD BALANCING ON POWER PANELS UPON COMPLETION OF THE ELECTRICAL INSTALLATION. ALL CONDUIT AND CABLE HOMERUNS SHALL CONSIST OF Three CIRCUITS MAXIMUM TO THE PANELBOARD, UNLESS OTHERWISE NOTED. COMBINING OF MULTIPLE HOMERUNS IN A SINGLE CONDUIT SHALL NOT BE PERMBTED. ALL EQUIPMENT AND MATERIALS SMALL BE NEW, UL LISTED AND SHALL CONFORM TO ANY ADDITIONAL LABELING, TESTING AND CONSTRUCTION REQUIREMENTS ESTABLISHED BY THE GOVERNING AUTHORITIES. SAME SHALL BE GUARANTEED FOR I YEAR SUBSEQUENT TO FINAL ACCEPTANCE. ALL CONDUITS FOR LIGHTING AND POWER SYSTEMS SHALL BE 5/*¢ E,M.T. MINIMUM WITH COMPRESSION TYPE FITTINGS UNLESS OTHERWISE NOTED. ALL BRANCH CIRCUITING LOCATED ABOVE HUNG CEILING AND WITHIN DRYWALL PARTITIONS MAY BE INSTALLED USING MC CABLE. HOMERUNS TO PANELBOARDS SHALL BE INSTALLED IN E.M.T. CONDUIT WITH COMPRESSION TYPE FI'Pr'lNG AND TERMINATE AT JUNCTION BOXES LOCATED WITHIN THE SPACE ABOVE HUNG CEILING. MC CABLE SHALL NOT BE RUN INTO CLOSETS OR BE CONNECTED TO PANELBOARDS. MC CABLE SHALL BE SUPPORTED INDEPENDENTLY AT INTERVALS REQUIRED BY CODE AND SHALL NOT BE AITACHED TO AND/OR SUPPORTED FROM PIPING, DUCTWORK, CEILING SUSPENSION SYSTEMS, ELECTRICAL CONDUITS OR ANY OTHER WORK OF OTHER TRADES. 24. 25. 26- 27. 28. 29. 50. 51. 52. 53. 34. 35. 36. ALL 120 VOLT OR 208 VOLT BRANCH CIRCUIT RUNS IN EXCESS OF 100 EEET FROM THE PANEL TO THE DEVICE SHALL BE PROVIDED WITH #10 MINIMUM AWG WIRE FOR ITS ENTIRE LENGTH. ALL CABLE SHALL BE COPPER THWN OR THHN INSULATION EMPLOYED AT THe 75 DEGREES CELSIUS CODE RATED AMPACITY. NO SMALLER THAN No. 12 AWG. SHALL BE USED UNLESS SPECIFICALLY NOTED ON PLANS. COLOR CODING SHALL CONFORM TO CODE REQUIREMENTS. ALL CABLING FURNISHED FOR INSTALLATION EXPOSED (NOT IN AN ENCLOSED RACEWAY) IN AN Ale PLENUM CEILING OR FLOOR SHALL BE APPROVED FOR THE PURPOSE BY GOVERNING AUTHORITIES, CONFORM TO UL 910 WITH A MINIMUM OE 125 DEGREES CELSIUS RATED JACKET. OUTLET BOXES SHALL BE CODE GAUGE GALVANIZED STAMPED STEEL, GENERALLY 4 INCH SQUARE BY 1-I/2 INCHES DEEP, FIRMLY ANCHORED IN PLACE.. BOX VOLUME SHALL BE AS REQUIRED BY GOVERNING CODES WITH BLANK COVERS PROVIDED FOR ALL BOXES USED FOR JUNCTION OR EXTENSION PURPOSES. GEM BOXES SHALL ONLY BB USED WHERE DIMENSIONAL RESTRAINTS EXIST. PANELBOARDS SHALL BE ENCLOSED With TYPE 'GO8' BOLT-IN BREAKERS WITH TYPED DIRECTORY, FOR 120/208 VOLTS AC, 5 PHASE, 4. WIRE, HAVING NEMA INTERRUPTING CAPACITY NOT LESS THAN 10,000 AMPERES AC, PANELBOARD SHALL BE TYPE 'NQOD' AS MANUFACTURED BY SQUARE 'D' OR APPROVED EQUAL BY I.T.E., GE, EATON or PETERSON. CIRCUIT BREAKERS FOR HVAC EQUIPMENT SHALL BE 'HACR' RATED TYPE. DISCONNECT SWITCHES SHALL BE QMQB FUSIBLE OR NONFUSIBLE WITH CURRENT AND VOLTAGE RATING AS INDICATED ON PLANS. SWITCHES SHALL BE HORSEPOWER RATED, ENCLOSED TYPE, SUITABLE FOR PADLOCKING IN OPEN POSITION. HORSEPOWER RATED SWITCHES SHALL BE USED FOR ALL MOTOR CIRCUITS. ELECTRICAL CONTRACTOR SHALL INSTALL WHERE APPLICABLE TOGGLE SWITCHES FOE USE AS DISCONNECT. THESE SWITCHES SHALL BE 'T' RATED FOR RESISTANCE LOADS AND 'M' RATED FOR MOTOR LOADS. STANDARD DUPLEX CONVENIENCE RECEPTACLES SHALL BE NEMA 5-20R, 3 POLE, 2 WIRE, GROUNDED 15 AMPERE. COLOR SHALL BE AS SELECTED BY THE ARCHITECT. GROUND FAULT INTERRUPTER TYPE SHALL BE USED WHERE REQUIRED BY GOVERNING CODES. SWITCHES SHALL BE FLUSH QUIET TUMBLER TYPE GROUNDED BEHIND COMMON PLATE WITH BARBERED BACK BOX WHERE TWO OR MORE ARE GROUNDED AT ONE LOCATION. SINGLE POLE SWITCHES SHALL BE 20 AMPERES, 120 VOLT, COLOR' AS SELECTED BY ARCHITECT. COLOR OF DEVICE PLATES SHALL MATCH COLOR OF WIRING DEVICES. ALL UOHTING FIXTURES SHALL BE CONNECTED USING MAXIMUM 6 FOOT LENGTH OF FLEXIBLE METAL CONDUIT FROM ACCESSIBLE CEILING OUTLET BOX USING LOCKNUT TYPE FITrlNGS WITH GROUNDING AS REQUIRED BY GOVERNING CODES. WHERE LIGHT FIXTURES ARE DENOTED AS EMERGENCY LIGHTS TO BE SWITCHED, A HOT LEG SHALL BE BROUGHT TO THE NEW EMERGENCY BA'iTERY BALLAST TO SIGNAL AND CHARGE THE BATTERY WHETHER THE SWITCH LEg IS 'ON' OR 'OFF'. THE FIXTURE SHALL BE SWITCHABLE_ SEE ARCHITECTURAL DRAWINGS FOR EXACT LIGHT FIXTURE SPECIFICATIONS, UNLESS OTHERWISE NOTED. GENERAL NOTES 4,, 10. 11. 12, 13. 14, 15, 16. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS &: STANDARDS, NATIONAL ELECTRICAL CODE AND IN CONFORMANCE WITH LOCAL AND STATE AUTHORITIES HAVING JURISDICTION. ALL WORK SHALL BE COORDINATED WITH THE OTHER TRADES TO AVOID CONFLICT_ ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THIS WORK. EQUIPMENT AND MATERIALS SHALL BE BSA APPROVED, LISTED BY UNDERWRITERS LABORATORIES(UL), MANUFACTURED IN ACCORDANCE WITH ASME, ANSI, IEEE STANDARDS, WHERE APPLICABLE, AND ALL WORK MUST BE APPROVED BY LOCAL AUTHORITIES HAVING JURISDICTION. ALL CONDUITS TO BE CONCEALED UNLESS OTHERWISE INDICATED. FINAL MOTOR CONNECTION SHALL BE IN FLEXIBLE STEEL CONDUIT. CONTRACTOR TO FURNISH AND INSTALL ALL BOXES, FITFINGS, DEVICES, RACEWAYS, CONDUCTORS, CONNECTIONS, MANUFACTURE ACCESSORIES, ADAPTERS AND ALl OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR A COMPLETE INSTALLATION. FINAL LOCATION OF ALL LIGHTING FIXTURES. SWITCHES AND RECEPTACLES TO BE VERIFIED BY ARCHITECT. THE CONTRACTOR SHALL REPAIR OR REPLACE, AS DIRECTED BY THE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER, ANY ITEM DAMAGED DUE TO THE INSTALLATION, RELOCATION, OR REINSTALLATION. IN ADDITION TO OTHER TESTS WHICH MAY BE REQUIRED IN THE VARIOUS OTHER DISCIPLINES, THe CONTRACTOR SHALL PERFORM FIELD TESTS IN THE PRESENCE OF THE ARCHITECT TO DEMONSTRATE THE RELIABILITY OF THE ELECTRICAL INSTALLATION. GIVE THE ARCHITECT ¢8 HOUR NOTICE IN ADVANCE OF SUCH TESTS. THe CONTRACTOR, BEFORE FINAL ACCEPTANCE WILL BE GRANTED, SHALL CLEAN ALL LightiNG FIXTURES, PANELBOARDS, DEVICE PLATES, SERVICE RTrINOS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT, AND SHALL ENSURE THAT ALL TYPE-WRI3-rEN DIRECTORIES ARE IN PLACE WITH COMPLETED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK, JUNCTION AND PULL BOXES SHALL GENERALLY BE LOCATED FOR SURFACE MOUNTING IN FINISHED SPACES. WHERE NECESSARY, CONDUIT SHALL BE REQUIRED OR OTHER ARRANGEMENTS SHALL BE MADE FOR MINIMUM EXPOSURE. PULL BOXES SHALL BE PROVIDED AS INDICATED AND WHEREVER NECESSARY TO FACILITATE PULLING OF WIRE. COORDINATE LOCATION WITH OTHER TRADES. COVER OF PULL AND JUNCTION BOXES SHALL BE VANDALPROOF. ALL SUPPORTS TO BUILDING STRUCTURE SHALL BE SECURED AS NOTED IN THe SPECIFICATIONS. HORIZONTAL RUNS OF METALLIC CONDUIT SHALL BE SUPPORTED AT INTERVALS OF NOT MORE THAN 10 FEET APART. PANELS, JUNCTION BOXES AND PULL BOXES SHALL BE SUPPORTED INDEPENDENTLY TO BUILDING S~UCTURE WITh NO WEIGHT BEARING ON CONDUIT. WIRING FOR ALL LOW VOLTAGE SYSTEMS SHALL BE RUN IN SPACE ABOVE THe CEILING. CABLE SHALL BE ADEQUATELY BUNDLED, HARNESSED, AND TIED AT FOOT INTERVALS BY INDIVIDUAL SYSTEMS AND MARKED WITH IDENTIFICATION TAGS. LOW VOLTAGE WIRING IN CEILINGS USED AS AIR PLENUMS SHALL BE INSTALLED IN EMT CONDUIT, UNLESS THE INSULATION IS APPROVED FOR USE IN AIR PLENUM CEILINGS. PROPER TEMPORARY LIGHTING AND POWER SHALL BE INSTALLED AND MAINTAINED IN ALL WORK AREAS. TEMPORARY LIGHT AND POWER STRINGERS SHALL UTILIZE C-TAP TERMINATION. LAMP HOLDERS SHALL HAVE LEFT HANDED SCREW SHELL LAMP HOLDERS AND NON-METALLIC LAMP GUARDS. ALL TEMPORARY UOHTING AND POWER MUST BE REMOVED UPON COMPLETION OF PROJECT. WHERE ELECTRICAL CONDUITS PASS THROUGH WALLS AND FLOORS CONDUITS SHALL BE COATED WITH (2) LAYERS OF BM SUPER 53+ SCOTCH VINYL PLASTIC TAPE, ALL PENETRATIONS FOR CONDUITS MUST BE FIRE RATED AS REQUIRED. Sa ST 3P 3CA 30/20 r'---1 ELECTRICAL DRAWING LIST E1.01 ELECTRICAL SPECIFICATIONS E1.02 SitE PLAN. SCHEDULES &: ONE LINE DIAGRAM E1.03 FIRST FLOOR L[GHT[NG PLAN E1.04 FIRST FLOOR POWER PLAN El.O§ ROOF ELECTRICAL PLAN LEGEND 2'x2' FLUORESCENT LIGHTING FIXTURE -- TYPE AS SELECTED BY ARCHITECT SAME AS ABOVE EXCEPT WITH EMERGENCY BATTERY BACK-UP COMPACT FLUORESCENT DOWNLIGNT - TYPE AS SELECTED BY ARCHITECT WALL SCONCE - TYPE AS SELECTED BY ARCHITECT EXIT SIGN WITH EMERGENCY DA'FIERY BACK-UP OUTLET BOX WITH FLEXIBLE CONDUIT CONNECTION(S) TO LIGHTING FIXTURES(S) WALL MOUNTED SINGLE POLE SWITCH {SUBSCRIPT INDICATES LIGHTING FIXTURES CONTROLLED) WALL MOUNTED THREE WAY SWITCH (SUBSCRIPT INDICATES LIGHTING FIXTURES CONTROLLED) OCCUPANCY SENSOR WALL SWITCH. (SUBSCRIPT INDICATES LIGHTING FIXTURES CONTROLLED) CEILING MOUNTED OCCUPANCY SENSOR. OCCUPANCY SENSOR POWER PACK E.M.T. CONDUIT HOMERUN CONCEALED IN WALLS OR ABOVE HUNG CEILINGS, CONDUIT SIZE 3/4" UNLESS OTHERWISE NOTED. ARROWS DENOTE QUANTITY OF BRANCH CIRCUITS; TICKS DENOTE QUANTITY OF f~12 WIRES {UNLESS OTHERWISE NOTED) WHERE NO TICKS APPEAR, ONLY 2#12 AWG WIRES ARE DENOTED. PROVIDE GROUND WIRE FOR EACH. FAN CONTROLLER, FURNISHED AND INSTALLED BY HVAC CONTRACTOR, WIRED BY THe ELECTRICAL CONTRACTOR MOTOR WITH WA'Fi'AGE OR HORSEPOWER AS NOTED HORSEPOWER RATED SIGNAL POLE SWITCH, THERMAL OVERLOAD TYPE, FOR DISCONNECT MEANS, FURNISHED AND iNSTALLED ADJACENT TO MOTORS, AS ON THE DRAWING, BY THE ELECTRICAL CONTRACTOR. INDICATED UNFUSED (UNLESS OTHERWISE NOTED) HORSEPOWER RATED, DISCONNECT SWITCH, WITH RATING AS NOTED. 30A/3P INDICATES 30A, 5 POLE SWITCH COMBINATION MAGNETIC STARTER/DISCONNECT SWITCH. SIZE AS INDICATED. 30/20 INDICATES 30A SWITCH WITH 20A FUSE NEW ELECTRICAL PANELBOARD, AS NOTED IN PANELBOARD SCHEDULE. L~-IIb. RS DENOTE PANEL DESIGNATION. ELECTRICAL ABBREVIATIONS A AMPERE BLDG BUILDING C CONDUIT CB CIRCUIT BREAKER CKT CIRCUIT DISC DISCONNECT DN DOWN DWG DRAWING EC EMPTY CONDUIT EXIST EXISTING O GROUND GPm GROUND FAULT INTERRUPTING HP HORSEPOWER KVA KILOVOLT AMPERE KW KILOWATi' LTG LIGHTING MCR MAIN CIRCUIT BREAKER MCM THOUSAND CIRCULAR MILLS N NEUTRAL NIC NOT IN CONTRACT K~Y PLAN: PROPOS~ED BANK CONSULTANTS: ISAVIK &:MURRAY, LLP CONSULTING ENGINEERS KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hloksvllle, NY 11801 (B1 B) 931-8282 Fax: (51 B) 931-82B4 Webslte: Www, kaape.com EmaJh eng@keape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/1{) ISSUED FOR BID REVISIONS & COMMENTS: REV, DATE DESCRIPTION CLIENT INFORMATION: i ' JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jericho Turnpike, Mlneola, NY//501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434, THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IDRAWING TITLE: ELECTRICAL SPECIFICATIONS DRAWN BY: KSC IDATE: 1/25/10 CHECKED BY: KSC I SCALE: AS NOTED FILE NAME: JRS NUMBER: 07200 SHEET NUMBER: E1.01 RRE LP#16 '~ VIA / 2#10,1#12G ~G ~ / 1"0 WM 9 ~ ISTING UTILITY POLE GRASS R=97.01 \ % R=99.38 PARKING WELL CAP ~ BUSINESS PARKING \ z#ro,~#uG 'r'c (TOP) 400A, 12 \ 4w BY PROPOSED BANK 4,200 S.F. F.F. EL. 98.20 LP#19~ VIA LC-5 400A/'SP ME EQUIPMENT 2.~10,1~12G rC (TYP) 1"C f ("l%'p) ~ANEL 'L~ tLcp' IN CLOS~ LC-5 / / / BUSINESS 20.00' SITE ELECTRICAL PLAN SCALE: 1"=20'-0" NOTES: I. FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES SEE ARCHITECTURAL DRAWINGS. COORDINATE LIGHTING FIXTURE TYPES AND SPECIFICATIONS WITH ARCHITECT, 2. ALL LIGHTING FIXTURES SHALL BE CONNECTED TO CIRCUIT BREAKERS IN PANELBOARD 'LP' VIA LIGHTING CONTACTOR IN PANEL 'LCP'. BRANCH CIRCUIT WIRE SHALL BE #10 MINIMUN IN 3/4-" CONDUIT. ROOF NEW LIGHTING COHTACTORS IN NEMA 1 ENCLOSURE. LIGHTING CONTROLLED BY EMS PANEL FURNISHED BY OTHERS 225A MLO, 120/208V, .3 PHASE, 42 POLE, LIGHTING PANELBOAED 'LP' FIRST FL ~ 4-#6,'~#loG, NEW 120/208V, .3 pHASE, 5 WIRE -- 200% NEUTRAL, ~2 POLES, 225A MLO PANELBOARD 'PP' 5#~/o, ~C. SEE NOTE #2 4.¢~/o, 1#6G. 1#1/0G, 2~C. MCB, 120/208V, .3 PHASE, 42 POLE, MAIN DISTRIBUTION PANELBOARD 'DP' 400A/.3P C/T CABINET AND METER 400A C/T CABINET --SEE NOTE #1 NEW UNDERGROUND SERVICE ONE LINE DIAGRAM NO SCALE 1. THIS CONTRACTOR SHALL PROVIDE COMMON NEUTRAL TO BE BONDED AND GROUNDED TO EQUIPMENT GROUND SYSTEM ON MAIN SERVICE EQUIPMENT. CONNECT #6 GROUND WIRE TO MAIN WATER SERVICE, BUILDING STEEL AND/OR GROUND ROD. PROVIDE ISOLATED GROUND BAR IN PANELBOARD 'PP' AND TERMINATE ISOLATED GROUND WIRE TO EQUIPMENT GROUND TERMINAL. 208/120 VOLTS, Se, 4W, 400A MCB, 22KAIC MAIN DISTRIBUTION PANELBOARD 'DP' CIRCUIT BREAKER FEEDER FEEDER LOAD REMARKS No. SERVED FRAME TRIP POLES WIRE CONDUIT I PNL 'PP' 225 I50 3 ~1/0.1 ~61G 2" 2 PNL 'LP' 225 150 3 4#1/0,1#60 2" 5 PN L 'ATM' 100 60 .3 4~6,1#10D 1" 4 RTAC - 1 1 O0 70 3 3#6,1 #10G 1" 5 RTAC-2 1 O0 60 3 3#8,1 #10G 3/4" 6 EHC-1 100 15 2 2~12,1#12G 3/4" 7 EBBH-1,2 100 15 2 2~12,1#12G 3/4" 8 EBBH-.3,4,5 100 20 2 2#12.1#126 3/4" g EBBH-6,7,8 100 20 2 2~12,1#12G 3/4' IO EBBH--9,10 100 15 2 2¢12,1#126 .3/4" 11 EBBH- 11,12,13 100 20 2 2#12,1#12G .3/~" 12 ACC U - 1 1 O0 20 2 2# 12,1 # 12G .3/4' 1.3 ACCU-2 100 20 2 2#12.1#12G 3/4" 14 AOCU-.3 100 25 2 2#12,1#12G .3/.'¢ 15 AHU--1 100 15 2 2~12,1#12G .3/4" 16 AHU-2,.3 1 O0 15 2 2#12,1#126 5/4" 17 HWH-1 100 15 2 2~12,1#12G 208/120 VOLTS, Se, 4W, 225A MLO, IOKAIC PANELBOARD 'PP' (200% RATED NEUTRAL) SERVE P AMPS NO. NO. P AMPS SERVE PRINTER I 20 1 2 1 20 PCS (2)-TELLER PRINTER 1 20 .3 4- 1 20 PCS (2)-TELLER COUNTER OUTLETS 1 20 5 6 I 20 RECEP (4)-TELLER ~V &: VCR 1 20 7 8 1 20 CDU REFRIGERATOR 1 20 9 1 0 1 20 CDU MICROWAVE OVEN 1 20 1 1 1 2 '~ 2o PRINTER PANTRY OUTLET 1 20 1 ~ 1 4` i 20 PCS (2)-ocr RECEP-DATA RM 1 20 1 5 1 6 1 20 PCS (2)-OCR RECEP-DATA RM 1 20 1 7 1 8 1 20 RECEP ('~)-CCR MUZAK 1 2O 1 9 20 1 20 PCS (2)--OCR TELCO 1 20 21 22 ~ 20 RECEP (3)-OCR MONITOR/VIDEO 1 20 25 24 1 ZO PC (1)-RECEPTION BMS PANEL 1 20 25 26 I 20 RECEP (2)-CASH RM RECEP-DATA RM 1 20 27 28 1 2o RECEP (2)-CASH RM PLUGMOLD-SECURITY I 20 29 ,30 ~ 20 PC (1)-DRIVE THRU COUNTER OUTLETS I 20 ~1 ~2 i 20 CDU COUNTER OUTLETS I 20 `3~ ,.~4` 1 20 DRIVE-THUR RECEP COUNTER OUTLETS 1 20 ~5 ~6 1 20 DRIVE-THRU EQUIP GENERAL OUTLETS I ZO ,37 38 1 20 NITE DROP GENERAL OUTLETS I 20 ~9 ~-0 1 20 DYE PACKS FLOOR OUTLET I 20 4`1 4`2 1 20 SPARE 208/120 VOLTS, 5¢, 4W, 225A MLO, IOKAIC PANELBOARD 'LP' z SERVE P AMPS NO. NO. P AMP.< SERVE OPEN WORK AREA LTG 1 20 ~ 2 1 20 EXT SIGN C OPEN WORK AREA LTG 1 20 ~ 4` I 20 EXT SIGN C OPEN WORK AREA LTG I 20 5 6 I 20 EXT SigN C TELLER AREA LTG 1 20 7 8 1 20 EXT SIGN C TELLER AREA LTG 1 20 9 1 0 1 20 ATM SIGN C DOWNLIGHTS 1 2O 1 1 1 2 1 20 ]NT SIGN D OFFICE LTG 1 20 11.3 1 4` 1 20 INT SIGN D OFFICE LTG 1 20 1 5 1 6 1 20 PYLON LIGN C EXIT/NE 1 20 1 7 1 8 1 20 SPARE PARKING LTG I 20 19 20 1 20 SPARE PARKING LTG 1 2O 21 22 1 2O DRINKING FOUNTAIN PARKING LTG I 20 23 24 1 20 TOILET OUTLETS SPARE 1 20 25 26 1 20 ROOF OUTLETS DRIVE THRU LTD 1 20 27 28 1 20 MOTORIZED SHADE EXT LIGHT 1 20 29 30 1 20 MOTORIZED SHADE EXT LIGHT 1 20 31 52 1 20 SPARE DRIVE THRU ON/OFF 1 20 .`3-~ -~4 1 20 FACP SPARE 1 20 ~5 ~6 1 20 EF-1,2 SPARE 1 20 ,~7 ~8 1 20 EF-3 SPARE 1 20 39 40 1 2o EF-4 SPARE 1 20 41 4-2 '~ 20 SPARE 208/120 VOLTS, $¢, 4W, 60A MCB PANELBOARD 'ATM' SERVE P AMPS NO. NO. P AMP... SERVE ATM MACHINE 1 20 1 2 I 20 DRIVE THRU ATM OUTLETS 1 20 ~ 4- 1 20 WALL LTD OUTLET I1 20 5 6 I 20 SURROUND LTG SURROUND LTG Il 20 7 8 1 20 RAIL HEATER WALL LTD I 1 20 9 I 0 1 20 ATM RM LTD DYE PACKS i '~ 20 11 12 1 ZO VEST LTD GENERAL OUTLET i '~ 20 1 ,.5 1 4- 1 20 SPARE ACCESS CONTROL I 20 1 5 1 6 1 20 SPARE SPARE 11 20 1 7 1 8 1 20 SPARE SPARE i 1 20 1 9 20 ~ 20 SPARE SP~E Il 2O 21 22 1 20 SPARE SPARE :20 23 24 ~ 20 SPARE LIGHTING CONTROL CONTACTOR SCHEDULE DESIGNATION NUMBER OF POLES AREA TO BE CONTROLLED CONTACTOR (ZONE) ACTIVE SPARE (ZONE) LC-1 A 3 .3 MAIN BANKING ARea LC-2 B 3 .3 TELLER AREA LC-.3 C 6 2 EXTERIOR SIGNAGE LC-~- D 2 4 INTERIOR SIGN LC-5 E 3 3 EXTERIOR POLE LIGHTING LC-6 F 3 S DRIVE THRU LTG KEY PLAN PROPO;~ED BANK 143 3 LOT~s: 33.2 CONSULTANTS: CONSULTING ENGINEERS Il KOUTSOUBIS, ALONSO ASSOCIATES, PR, PC Structural Engineers 70 East Old Oountry Road Hlcksvllle, NY 11801 (516) 931-8282 Fait. (S16) 981-8284 Webslte: www.kaape.com Emall: eng@kaape.oom  HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: 0 JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD 30 West 24th Street, 3rd Reor, New York, NY 10010 707 State Road, Princeton, El 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JR8 ARCHITECT, P.C. ANy INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: SITE PLAN, SCHEDULES & ONE LINE DIAGRAM DRAWN BY: KC JI DATE: 1/25/10 CHECKED BY: KC SCALE: AS NOTED IJRS NUMBER: 07200 0 0 SEE NOTE ~ II 0 0 SEE FOR MOTORIZED SHADE (TYPICAL) FOR INTERIOR SIGN CP(PICAL) FIRST FOR MOTORIZED (TYPICAL) FOR INTERIOR SIGN (TYPICAL) FLOOR LIGHTING PLAN SCALE: 1/4-" = 1'-0" ATM,12 COVE LIGH~NG ('IYPICAL) 'LPg2 -- FOR EXTERIOR SIGN (TYPrCAL) LPg10 VIA LC-5 FOR EXTERIOR SIGN (TYPICAL) NOTES 1. FOR LIGHTING FIXTURE SCHEDULE REFER TO ARCHITECTURAL DRAWINGS. 2. WHERE LIGHT FIXTURES ARE DENOTED AS EMERGENCY LIGHTS TO Ge - SWITCHED, A HOT LEG SHALL BE BROUGHT TO THE NEW EMERGENCY BATfERY BALLAST TO SIGNAL AND CHARGE THE BATTERY WHETHER THE SWITCH LEG IS 'ON' OR 'OFF'. THE FIXTURE SHALL BE SWITCHABLE. LIGHTING FIXTURES FOR BANKING PLATFORM AND TELLER AREA SHALL BE CONTROLLED BY BMS PANEL VIA LIGHTING CONTACTORS. 4. LIGHTING FIXTURES IN INDIVIDUAL ROOM SHALL BE CONTROLLED BY OCCUPANCY SENSOR WALL SWITCH OR CEILING MOUNTED OCCUPANCY SENSOR. 5. OCCUPANCY SENSOR WALL SWITCH SHALL BE WA'IT STOPPER MODEL WI-200 PASSIVE INFRARED WALL SWITCH CONTROLLING LIGHTING LOAD ON AND OFF BASED ON OCCUPANCY AND AMBIENT LIGHT LEVELS. 6. PROVIDE BRANCH WIRING FOR DRIVE THRU LANE INDICATOR LIGHTS AND SWITCHBANK AS REQUIRED BY BANK. CONSULTANTS: PROPOSJED BANK LOT~s: 33.2 ISAVIK MURRAY, LLP ' CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PR, PC Struotural Engineers 70 East Old Country Road Hloksvllle, NY 11801 (516) 931-8282 Fayc (516) 931-S284 Website: www.kaape.com Emall: eng@l<aape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD I MATTITUCK, NY 11952 I JRS ARCHITECT, P.C. :[8:!. East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, DRAWING TITLE: FIRST FLOOR LIGHTING PLAN DRAWN BY: KC DATE: 1/25/10 CHECKED BY: KC SCALE: AS NOTED FILE NAME: HRM230 I JRS NUMBER: 07200 SHEET NUMBER: E1.O$ CABINE[ WALL SURRO~JND ' CUSTOM'ER D~OR -- HEATE~ I FOR HW FOR NITE DEPOSITORY PVC CONDUIT FOR POWER (1) FOR FUTURE -- ~'(1)4" PVC CONDUIT FOR TELECOM POWER/TELECOM -- CONDU~STUB-UP EBB-1 1 .OKW EBB-2 1.0KW 1" PVC CONDUIT FOR POWER PVC CONDUIT FOR DATA MEN II] I 37 411 I1~ I %PP~41 LOUNge 4O DP#17 2J12,1~12G, 40 P 4O ELECTRIC~,L 25 21 17 27 AHU-1 'DP' DATA 25 25 PP#2,4,6 SEE NOTE SEE NOT~a~~ DP#15 m =e PP#34,56 2#12 BdC- 1[~50A/2P 2.o w II __~PP¢35 LI OGFI 37 EBB- ,/ NOTE 0 37 2#12 314' EBB-6 1.SKW J~ O FT'~q EBB-7 l.~k~ FOR SECI 41 ATM,15 CONTROL 37 0 o 0 EBB-13 E]~ EBB-lO []~J~EBB- 10 1.5KW ~ %SKW ~I.SKW C(~l~ T ~[~ 37 DP#16 2¢12,1¢12G, CONDENATE PUMI EBB-9 1.5KW -- ~TM AHU-3 ATM¢5,7,9 EBB-8 1 .SKW SURROUND ~G © -- SEE NOTE ¢4 (TYPICAL) FIRST FLOOR POWER SCALE: 1/4"-- I '-0" PLAN NOTES 1. FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL POWER, TELEPHONE AND DATA OUTLETS REFER TO ARCHITECTURAL DRAWINGS. 2. ALL COMPUTER RECEPTACLES IN TELLER AREA AND SALES AREA DESKS AND OUTLET/JUNCTION BOX FOR ATM MACHINES AND NITE DROP ARE ISOLATED GROUND TYPE OUTLETS. PROVIDE 1#12 POWer, 1#12 NEUTRAL, 1~;12 GROUND 1¢12 ISOLATED GROUND WIRES FOR EACH ISOLATED GROUND TYPE OUTLET. 3. PROVIDE 1-I/4~ CONDUIT STUB-UP WITH DRAG WIRE AND 3/4' CONDUIT WffH POWER WIRING FROM HUNG CEILING FOR COUNTER POWER AND PHONE/DATA OUTLETS. 4. POWER AND DATA FEED TO ELECTRIFIED FURNITURE SYSTEM. VERIFY EXACT REQUIREMENT WITH FURNITURE MANUFACTURER. 5. ALL DATA AND TELEPHONE CABLING FOR THIS PROJECT SHALL BE FURNISHED BY OTHERS. CAMERA WIRING SHALL BE INSTALLED BY THIS CONTRACTOR. OTHER SECURITY WIRING SHALL BE INSTALLED BY OTHERS. LEGEND DUPLEX OUTLET. 'GR' DENOTES GROUND FAULT INTERRUPTER TYPE DUPLEX DEDICATED CIRCUIT OUTLET. QUADUPLEX OUTLET. 'lG' DENOTES ISOLATED GROUND TYPE. DUPLEX OUTLET ABOVE HUNG CEILING. DATA/TELEPHONE OUTLET. PROVIDE 3/4" EMPTY CONDUIT STUB-UP 6" ABOVE HUNG CEILING WITH DRAG WIRE. TELEPHONE OUTLET. PROVIDE 3/4' EMPTY CONDUIT STUB-UP ABOVE HUNG CEILING WITH DRAG WIRE. DATA OUTLET. PROVIDE 5/4" EMPTY CONDUIT STUB-UP ~' ABOVE HUNG CEILING WITH DRAG WIRE. FLOOR MOUNTED PHONE/DATA/POWER OUTLET. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR DATA AND 5/4" CONDUIT WITH 2#12, 1~12G WIRES FOR POWER. SECURITY CAMARA. PROVIDE WIRING TO VIDEO MONITOR AS REQUIRED. CONSULTANTS: I AVIK& MURRAY, LLP CONSULTING ENGINEERS JJ KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hloksvllla, NY 11801 (516) 981-8282 Fa.x: (516) 931-8284- Webslte: ~vw, kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT INFORMATION: O JPMor nCh N;:W BF~NCH BANK 10300 M^IN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jedcho Turnpike, Mlneola, NY :L&50:L-2032 30 West 24th Street, 3rd Floor, New York, NY 100t0 707 State Road, Pdnceton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, PC. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TIS~.E: FIRST FLOOR POWER PLAN SCALE: AS NOTED KEY PLAN UNIT (~P~CAL) iI -I1 EF-1 EF-2 -/ ~ I .... ~-~ ....... T ....... × ~ I LP-1 #36 RTAC-2 8,5 TONS t12,1~12G, DP#3 ACCU-1 1 ,§ TON / / / / / / / / II II il II II 7 / / X / OUT, LET ON ROOF, ~ X WP RTAC- 1 7.5 TONS EF-3 LP-I#38 _/ t/ /I __ _/ / / / ? / ELECTRICAL ROOF PLAN SCALE: 1/4"-- 1'-0" i 143 I 33.2 CONSULTANTS: CONSULTING ENGINEERS II KOUTSOUBIS, ALONSO ASSOCIATES, PE, PC Structural Engineers 70 East Old Country Road Hlcksvllle, NY 11801 (518) 931-8282 Fa~ (518) 931-8284 Webslte: wv~w.kaape.com Email: eng@kaape.com HRM ENGINEERING,PC ENGINEERING CONSULTANT COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION ;LIENT INFORMATION: CJjPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jeriol~0 T~mpiko, Mineola, NY :1./50:1.-2032 30 West 2~th Street, 3rd Floor, New Ymk, NY 10010 707 State Road, Pflnceton, NJ 08540-1434 THESE DRAWINGS APE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT. P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: ELECTRICAL ROOF PLAN DRAWN BY: KC KC DATE: 1/25/10 . SCALE: AS NOTED IJRS NUMBER: FIRE ALARM SPECIFICATIONS 1. THE CONTRACTOR AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS AND EMPLOYEES WILL PROVIDE AND MAINTAIN A SAFE PLACE TO WORK AND THAT HE AND THEY WILL COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF. 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE LATEST NFPA 70 NATIONAL ELECTRICAL CODE AND NFPA 72 NATIONAL FIRE ALARM CODE, INCLUDING AMENDMENTS, BULLETINS, ETC-, AS WELL AS REQUIREMENTS OF THE OWNER. S. OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM GOVERNING AUTHORITIES AND FILE ALL NECESSARY FORMS. 4. COORDINATE SCHEDULING OF ALL WORK TO BE PERFORMED WITH OWNER AND INCLUDE ALL NECESSARY PREMIUM TiME REQUIRED FOR SHUTDOWNS, WORK IN OCCUPIED AREAS, ETC. 5. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY OWNER. 6. INCLUDE ALL LABOR, MATERIALS, AND APPLIANCES REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING. COMPLETE AND MAKE READY FOR OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT, ALL WORK SHOWN ON DRAWINGS AND SPECIFIED HEREIN. 7. PREPARE AND SUBMIT PRODUCT DATA FOR FIRE ALARM CONTROL PANEL AND DEVICES, BATrERY SIZING CALCULATIONS, POINT-TO-POINT WIRING DIAGRAMS AND SEQUENCE OF OPERATION FOR APPROVAL PRIOR TO INSTALLATION. 8. PREPARE AND FURNISH TO OWNER 'AS-BUILT' PLANS, OPERATION AND MAINTENANCE MANUALS AND TEST REPORTS FOR ALL WORK INSTALLED AT THE COMPLETION OF PROJECT. 9. FIRE ALARM SYSTEM SHALL BE A FUU_Y ADDRESSABLE SYSTEM AND MANUFACTURED BY NOTIFIER, EDWARDS SYSTEMS TECHNOLOGIES (EST), SIMPLEX OR SIEMENS. 10, THE FIRE ALARM CONTROL PANEL SHALL BE NOTIFIER MODEL AFP-IO0 AND SHALL INCORPORATE ALL CONTROL, ALARM, RELAY AND NECESSARY MODULES AND COMPONENTS IN SURFACE MOUNTED CABINETS. PANEL SHALL BE CAPABLE OF MONITORING INDIVIDUAL ADDRESSABLE DEVICES WITH 40 CHARACTER, ALPHANUMERIC, BACK-LIT, LCD READOUT. 11. ADDRESSABLE MANUAL PULL STATIONS SHALL BE NOTIFIER MODEL NBG-121..X, NON-CODED DUAL ACTION PULL STATION WITH KEY LOCKING FEATURE. MANUAL STATIONS SHALL BE CONSTRUCTED OF RED-COLORED LEXAN WITH CLEARLY VISIBLE OPERATING INSTRUCTIONS PROVIDED ON THE COVER. 12. ADORES,SABLE ARea SMOKE DETECTORS SHALL BE NOTIFIER MODEL FSP-751 PHOTOELECTRIC, TWO WIRE, 24 VDC SMOKE SENSOR LISTED FOR UL STANDARD 268, SENSORS SHALL BE PROVIDED WITH MEDEL B710LP LOW PROFILE INTELLEGENT ADDRESSABLE BASE WITH A POWER-ON/ALARM/TROUBLE LED INDICATOR~ 15, ADDRESSABLE DUCT SMOKE DETECTORS SHALL BE NOTIFIER MODEL FSD-751P PHGTOELECTRrC, TWO WIRE, 24 VDC SMOKE DETECTOR AND AIr DUCT MOUSING WITH MODEL ETS451 REMOTE TESTING STATION. EACH DETECTOR AND AIR DUCT HOUSING SHALL BE SELF-COMPENSATING FOR THE EFFECTS OF AIR VELOCITY (FROM 500 TO 4,000 FPM), TEMPERATURE, HUMIDITY AND ATMOSPHERIC PRESSURE. 14. VISUAL ALARM UGHTS SHALL BE NOTIFIER SPECTHALERT MODEL S24 SERIES, 24 VDC POWERED XENON FL~HTUBE WITH 15, 30, 75 OR 110 CANDELA MODELS LISTED TO UL 1971. THE STROBE LIGHT SHALL BE SYNCHRONIZED FLASH MODELS AT A PATE OF 1 HZ USING THE TWO WIRE CIRCUIT. THE VISUAL DEVICES SHALL BE HORIZONTALLY WALL MOUNTED IN RED HOUSING WITH WHITE 'FIRE' LI:~ERING. 15. FIRE ALARM AUDIBLE/VISUAL APPLIANCES WITH ELECTRONIC HORN SHALL BE NOTIFIER SPECTRALERT MODEL P24 SERIES. THE VISUAL LIGHT SHALL BE 24 VDC POWERED XENON FLASHTUBE SYNCHRONIZED FLASH MODELS AT A RATE OF I HZ WITH 15, SO, 75 OR 110 CANDELA MODELS LISTED TO UL 1971. HORN MODELS SHALL BE LISTED UL STANDARD 4.6z!., LOW CURRENT 24 VDC ELECTRONIC DESIGN. THE HORN/STROBE DEVICES SHALL BE HORIZONTALLY WALL MOUNTED WITH RED HOUSING WITH WHITE 'FIRE' U'i ~ERINQ. 16. REMOTE ANNUNCIATOR SHALL BE NOTIFIER MODEL LCD-2X20, REMOTE CONTROL AND ANNUNCIATION WITH AN 40 CHARACTER, HACK-LiT, ALPHANUMERIC, LCD READOUT. CONTROLS SHALL INCLUDE SWITCHES FOR SYSTEM ACKNOWLEDGMENT, ALARM SILENCE, AND SYSTEM RESET AND THREE PROGRAMMABLE LED INDICATORS. THE ANNUNCIATOR SHALL BE MOUNTED ON THE WALL IN WEATHERPROOF CABINET AND CONTROLLED BY THE 'ENABLE' KEY SWITCH WITH KEYS MADE AVAILABLE ONLY TO FIRE DEPARTMENT AND OTHER AUTHORIZED OPERATING PERSONNEL. LEGEND FIRE ALARM CONSOL PANEL REMOTE ANNUNCIATOR FAN SHUT DOWN RELAY SMOKE DETECTOR THERMAL HEAT DETECTOR DUCT DETECTOR Flee ALARM PULL STATION FIRE ALARM COMBINED HORN/STROBE FIre ALARM STROBE ONLY WIRE LEGEND SYMBOL DESCRIPTION MFO TYPE A 1 PAle TWISTED SHIELDED #t8 HONEYWELL FPLP B I PAIR #18 AWG. NON SHIELDED HONEYWELL FPLP C 1 PAIR #16 AWO. NON SHIELDED HONEYWELL FPLP ROOF FIRST FLOOR FIRE ALARM DRAWING LIST FA1.01 FIRE ALARM RISER DIAGRAM FA1.02 FIRST FLOOR Fire ALARM PLAN 1C- la- -la RTAC - 1 RTAC - 2 TO 120V POWer SUPPLY TO PANEL 'LP' Fire ALARM CONTROL PANEL ~ TWO(2) TELEPHONE UNES TO CENTRAL STATION -- 1#12 AWG IN 5/4"C. TO COLD WATER PIPE GROUND FIRE ALARM RISER DIAGRAM SCALE: NONE SEQUENCE OF OPERATION: 1. FIRE ALARM SYSTEM SHALL BE A FULLY ADDRESSABLE SYSTEM. THE SYSTEM CONFORM TO ALL LOCAL BUILDING CODES, ADA AND FIRE DEPARTMENT REQUIREMENTS. 2. UPON ACTIVATION OF ANY ALARM INITIATING DEVICES THE FOLLOWING SHALL OCCUR: 1) ALL AUDIBLES SHALL ACTIVATE AND SOUND TMEPORAL-5 CODE AND ALL VISUAL DEVICES SHALL ACTIVATE. 2) IDENTIFY ACTIVATION OF DEVICE ON FACP 52 SHUT DOWN ALL DESIGNATED HVAC UNITS AND FANS. ¢) AN ALARM CONDITION SHALL BE REPORTED TO FIRE ALARM CONTEAL PANEL UPON ACTIVATION OF THE FACP 'ALARM SILENCE' THE FOLLOWING SHALL OCCUR: 1) ALL AUDIBLES SHALL DE-ACTIVATE. (VISUALS SHALL REMAIN ACTIVE) 4. UPON ACTIVATION OF THE FACP "SYSTEM RESET' THE FOLLOWING SHALL OCCUR: 1) A RESTORE SIGNAL SHALL BE SENT TO CENTRAL STATION. 2) ALL VISUAL DEVICES SHALL DE-ACTIVATE. 5. UPON SUCCESSFUL RESET OF THE FACP THE HVAC RESET BLIITON SHALL BE ACTIVATED TO RESTART THE HVAC FAN UNITS. FIRE ALARM NOTES: 1. ALL WIRING SHAU_ BE INSTALLED ACCORDINC TO THE LATEST REVISIION OF THE NATIONAL ELECTRIC CODE OR AS DIRECTED BY LOCAL AUTHORITIES HAVING JURISDICTION. 2. ALL SMOKE DETECTORS SHALL BE LOCATED MINIMUM 3 FEET FROM HVAC DIFFUSERS. 3. CONTRACTOR SHALL PROVIDE A DUCT SMOKE DETECTOR AND A SHUTDOWN ON GENERAL ALARM FOR ALL FANS 2,000 CFM AND ABOVE ON RETURN DUCT. REMOTE INDICATING LIGHTS SHALL BE INSTALLED ON ALL DUCT SMOKE DETECTORS AND ALL CONCEALED DETECTORS AND MOUNTED IN IMMEDIATE VICINITY OF CONCEALED DETECTORS. 4. CONTRACTOR SHALL PROVIDE STROBES WITH A MINIMUM UG~L-IT~JN]~NSI~Y OF 0.0375 LUMENS/SQ,FT. EFECTIVE INTENSRY TO ALL OCC.[Af~'~ SP~CES WHERE VISIBLE NOTIFICATION IS REQUIRED BY NFPA 72~..~0 ~_~ U 5. HORNS ARE REQUIRED TO SOUND A 'TEMPORAL 3" SIGNAUNG RHYTHM AS PER NFPA 72-1996. ALL SIGNALS SHALL BE SYNCHRONIZED IN ORDER THAT THE 5-3-5 SIGNAL IS CLEAR AND DISTINCTIVE. 6. STROBES SHALL BE WIRED SO THEY WILL REMAIN ACTIVE AFTER SILENCE FUNCTION IS FEREDRMED. STROBES SHALL BE DEACTIVATED MANUALLY. 7_ COMPLETE AND IMMEDIATE FAN SHUTDOWN SHALL OCCUR UPON ACTIVATION OF ANY PART OF THE SMOKE AND HEAT DETECTION AND RRB ALARM SYSTEM. RESTART OF FANS SHALL BE INDEPENDENT OF THE ERE ALARM RESET 9. 10. SIZE OF ALL WIRING SHALL BE AS SHOWN ON THIS DRAWING. ALL CONDUCTORS MUST BE TEST FREE OF OPENS, SHORTS AND GROUNDS, PRIOR TO FINAL INSPECTION. GOUNDING SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE. GOUNDING SHALL BE MINIMUM NO. 12 AWG COPPER SJNGLD CONDUCTOR. WHEN INSTALLING SHIELDED CABLE THE FOLLOWING SHALL BE OBSERVED: METALLIC CONTINUIT~ MUST BE MAINTAINED THROUGHOUT THE CABLE RUN THE CALBE SHIELD MUST BE ISOLATED FORM GROUND AND TERMINATED ONLY IN THE ASSOCIATED CONTROL PANEL AT THE TERMINAL INDICATED ON THE CONTROL PANEL DRAWINGS. THE REMOTE END Of THE SHIELD (AT LAST DEVICE) SHALL BE TAPED AND ISOLATED FROM GROUND KEY PLAN: PROPOSED BANK SECTION 14~ 3 LOT~s: 33.2 CONSULTANTS: CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 1/25/10 ISSUED FOR BID REVISIONS & COMMENTS: REV. DATE DESCRIPTION CLIENT iNFORMATION: JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD /81 East Jericho Turnpike, Mineola, NY 1/501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Pdnceton, RI 08540-14 . THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS A~CHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY O'l]'lERS ARE PROHIBITED. DRAWING lilLE: DRAWN BY: CHECKED BY: FIRE ALARM RISER DIAGRAM KC DATE: KC SCALE: AS NOTED FILE NAME: HRNI230 JR$ NUMBER: 07200 k ~ PROPOSED BANK ~ SECTION 143 ~ ~LOCK: 3 LO~s: 33.2 ............ , ~ ~ ~ __=_~~ _=__~__~__-_ -- ~ ~ -- ~----SAVIK & MURRAY, LLP ~-- ---- ~ CONSULTING ENGINEERS -- L .... I __ KOUTSOUBIS, ALONSO .... ® 7= ------' --~ ........ ~~~ ........ . ____~_-~ (516) 931-8282Webslte: ~.kaa~.comF~: (516) 931-8284 C'-- i~ z~z~/ i : _____~ ............ n . ~ ............ ...... :7 5 1~__~ ~~ ~----, ~, -- __ ~= __ __ .... - - -- ~ II I r , FOR ~AC- . SEE NO~ ~4 ~ 2_ ~ I COMMENTS: --- ' ~/2s/1~ iSSUED FOR Bl~ e e e e e e e REV. DATE DESCRIPTION FIRE A~EM NOTES FIRST FLOOR FIRE A~RM P~N ,. PRIOR TO S*AR~IN~ OF N~W WO~ TH,S CONT~CTO~ SHA~ PR~PAR~ Fl~ A~R, SHOP D~WINGS AND FILE WITH SUFFOLK COUN~ FIRE MARSHAL'S OFFICE FOR FIRE 2. A~ WIRING SHALL BE TEFLON ~TED FOR USE IN PLENUM CEILINGS AS PER NECanChase ARTICLE 760. WHERE WIRING MUST BE ~POSED, IT SHALL BE RUN IN 3/~" MINIMUM ELECTRICAL M~ALLIC TUBING IN UNFINISHED AR~S AND IN NON-M~ALLIC RAC~AY IN I I NEW B~NCH BANK FINISHED AR~. PROVIDE ALL WIRING AS REQUIRED BY THE APPROVED SHOP D~WINGS. I I ~. ,~ ~.o~ ~o.~ ~,,,, ,~ ~o~ ,,,,,,. ~ ~ ~.o. ~v.~ .,~.~.~. Il 10300 MAlE ROAD ~. CONTRAOTO" S"ALL P"OVI"E A ~UOT ~MO"E ~ECTOR AN~ A SHUT'OWN ON ~ENE~L II MA~ITUCK, NY 11952 A~RM FOR ALL F~S 2~000 CF~ AND A~OVE ON ~N DU~T. DU~ OONT~ACTO~.D~EOTOR TO BE ~RNISHED BY THIS ~ONTRACTO~ ~ND INSTAL~D BY HVAO I~ TOWN OF SOUTHOLD ' LUMENS/SQ.~. EFFECTNE INTENSI~ TO ~CCUPIED SPACES WHERE VISISLE NO~mCATmN IS ~[~UI~[D ~ NFPA 72~,,~ ~ J R S A R C H I T E C T, P.C. i m~ E~t Jericho Turnpike, Mlneola, NY ~1-2032 6. REMOTE INDICATING LIGHTS S~LL BE mEtALLED ON ALL DUCT SMOKE D~CTORS ANDm m ALL CONC~LED D~ECTORS AND MOUNTED IN IMMEDIATE VIC)NI~ OF CONCORD m m D ~ECTORS.' ' II~ 72-1996. ~L SIGNALS SHA~ BE ~NCHRONIZED IN ORDER THAT ~E 5-~-3 SIGN~ IS CL~R AND DISTINCTIVE. THESED~WINGSA~IN~UMENTSOFS~VICEAND AS SUCH ARE THE PROPER~ OF JRS ARCHITECT, P.C. 8. ~OBES SH~L BE WIRED SO TH~ WILL REMAIN ACTIVE A~ER SILENCE ~NCTION IS ANYINFRINGEMENTSORALTE~TIONSaYO~ERS PERFORMED. STROBES SHALL BE D~CTIVATED MANUALLY. ~EPROHIBI~D. 9. COMPLAN AND IMMEDIATE FAN SHU~OWN SHALL OCCUR UPON ACTIVATION OF ANY PART OF THE SMOKE AND H~T D~ECTION AND FlEE A~RM SYSTEM. RE,ART OF FANS m ~ D~WINGTITLE: SHA~ BE iNDEPENDENT OF THE FIRE A~EM RESt. I I FIRST FLOOR m mFIRE A~RM P~ mm D~WN BY: Kc DATE: 1/25/10 CHECKED BY: KC SCALE: AS NOTED