The URL can be used to link to this page

Home My WebLink About50254-Z �o�DS1�FFOt�'lpGy Town of Southold 7/9/2024 �. P.O.Box 1179 0 o _ 53095 Main Rd Al Gaon Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45337 Date: 7/9/2024 THIS CERTIFIES that,the building COMMERCIAL ALTERATION Location of Property: 620 Traveler St, Southold SCTM#: 473889 See/Block/Lot: 61.-1-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/9/2023 pursuant to which Building Permit No. 50254 dated 1/25/2024 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations, including two staircases,HVAC and ATM machine,to existing commercial building as applied for. (First National Bank,Unit 11) The certificate is issued to 2245 MCR LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 50254 6/3/2024 PLUMBERS CERTIFICATION DATED 6/10/2024 nth n Cincotta 0 A o 'ze S gnature o�SUFFoI o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z . TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50254 Date: 1/25/2024 Permission is hereby granted to: 2245 MCR LLC c/o Marcello Pica Mng Mbr PO BOX 652 Centereach, NY 11720 To: Construct alterations to an existing commercial building to include two staircases, an HVAC system and a new ATM machine as applied for. Project will require Fire Protection System/ Fire Sprinkler permit. (First Nat'l Bank- unit 11) At premises located at: 620 Traveler St, Southold SCTM #473889 Sec/Block/Lot# 61.-1-13.1 Pursuant to application dated 11/9/2023 and approved by the Building Inspector. To expire on 7/26/2025.. Fees: COMMERCIAL ADDITION/ALTERATION $1,313.50 CO-COMMERCIAL $100.00 Total: $1,413.50 Building Inspector o��OF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q -�► • �o sean.devlinCM-town.southold.ny.us Southold,NY 1 1 971-0959 COW N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 2245MCR LLC Address: 620 Traveler St city,Southold st: NY zip: 11971 Building Permit* 50254 Section: 61 Block: 1 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: B&R Mechanical License No: 41124ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Commerical X Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage .INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water Elec. GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel 100A A/C Blower 2'x2'LED Tile 6 Ceiling Fan Combo Smoke/CO Transfer Switch Plug Mold 10' Dryer Recpt 45 Emergency Light 6 Heat Detectors Disconnect Switches 6 V LED 6 Exit Fixtures 3 Sump Pump Other Equipment: 100A Sub 30 Circuit/ 17 Used, Mini Fridge (1) Notes: Bank Renovation Inspector Signature: Date: June 3, 2024 S.Devlin-Cert Electrical Compliance Form OFa��, Town Hall Annex t�+Z.d o$�t? Telephone(631)765-1802 54375 Main Road ;G P,,O.Box 1179 {yZe Southold,NY 11971-0959 n BUILDING DEPARTMENT JUN 1 7 2024 TOWN OF SOUTHOLD BURIDING DEPT. CERTIFICATION Date: Building Permit No. Owner: )rIRS% l .4,7-1 U^1 .9 z- B (Please print) Plumber: '`I n Th o�4 o d n C o 7-T A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. tM ;t b(P bers Signature) Sworn to before me this� da of June 20 61 q Eileen A.-Pen7N(eiiwYo�rk NOTARY PUBLIC.,State,. Suffolk County,No:Notary Public, I CountyTermEpires Wou.3 1 pf SOUIyo� * * TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL MARKS:V4% 6VI C)fiA f;�w� i o�rv� cz G� DATE Z$W INSPECTO #DOE SOUIyO# S33 Q TOWN OF SOUTHOLD. BUILDING DEPT. courm��'' 631-765-1802 1 NSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]' INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ _] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �/1,� DATE INSPECTOR ho�aOF SOUTyo6 \ / * * TOWN OF SOUTHOLD BUILDING DEPT. `lourm 631-765-1802 >o > INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ NG / TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: _ 10114 1lWu►J U� J� (, DATE INSPECTO OFSOUIyOIo �� &64T. TOWN OF SOUTHOLDILD-1 IN �J Cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 3 2 INSPECTOR % of SOUIy°� (5 .f�/G,P6 n c, /3�7 # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 � INSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ =] FIREPLACE & CHIMNEY f FIRE SAFETY-INSPECTION [ ] FIRE RESISTANTZONSTRUCTION j ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL f REMARKS: - v5-�n e 510 w DATE G�7Z� �/ INSPECTOR USS-e� / o�apF SOUtyo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rFINAL SULATION/CAULKING FRAMING /STRAPPING C OM dh [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL �&L REMARKS: �i �u► (5� co no (tx tyl to.X./ kb 96 a S nn ow6- 'A� G , M,V4 9 u - gVVp-vv& Ed tkAVA4 9j_?h'6. DATE INSPECTOR �o�aOF SOUIyo� # # TOWN OF SOUTHOLU BUILDING DEPT. co 631-765-1802 (,p`�,© �Y6N-6e-r 5�- �,Dje�q INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULA41' TION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL 60 M f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: p C -n iA C Ss DATE INSPECTO 2024 9 �r� i z ., ��'� ' ``I III � X•�; III � t 'ty JRS ARCHITECT, P. C. ARCHITECTURE INTERIOR DESIGN PRESERVATION PRINCIPALS JOHN R. April 3, 2024 SOsident ,FAIA,FRAIC Mr.John Jarski President !!! ALEXANDER Town of Southold HADJIYANE,AIA PO Box 1169 JUN 2 4 2024 Senior Vice President Southold, New York 11971 ROBERT S. Building Department MORRISEY,AIA Re: First National Bank of Long Island Town of Southold Vice President 53345 Main Street Unit 11-1 Southold, NY 11971 ASSOCIATES FRANCES Dear Mr. Doyle: CONSOLI,AIA LEED AP Please be advised that we,the architect for the above stated project certify that the CHRIS requested fill test for the site which included: drainage,waste and vent pipes were RUDMAN,AIA LEED AP completed and held to ensure no leakage. JO LL G. The work was done b the licensed lumber,Anthonyincotta license number COLLINS y p Y � Director of IT 2538MP. This work is guaranteed for one (1)year as per the contract with the plumber. If you have any questions or require any additional information, please do not hesitate to contact me. S' cecl b-r tfVlorrrs , AIA -3 nt y t or N ,qo OFFICES NEW YORK 181 East Jericho Turnpike Mineola,NY 11501 T 516 294-1666. F 516 294-1669 NEW JERSEY 155 Village Boulevard Suite 203 Princeton,NJ 08540 T 609 688-9100 F 609 688-9060 www.irsarchitect.com JRS ARCHITECT, P. C . ARCHITECTURE INTERIOR DESIGN PRESERVATION PRINCIPALS July 4, 2024 JOHN R. SORRENTI,FAIA,FRAIC President Town of Southold ALEXANDER PO Box 1169 D (' HADJIYANE,AIA Southold, New York 11971 Senior Vice President Attn: Connie Bunch ROBERT S. JUL 17 2024 MORRISEY,AIA Re: First National Bank of Long Island Vice President 53345 Main Street Unit 11-1 Building Department Southold, NY 11971 Town of Southold ASSOCIATES FRANCES Dear Ms. Bunch: CONSOLI,AIA LEED AP The following drawings have been revised to reflect the as built conditions as required CHRIS by Deputy Chief Building Inspector,John Jarski. RUDMAN,AIA LEED AP 1. A-102 Removal Plan JOHN G. a. Removed wall/room at bottom of stair. COLLINS Director of IT 2. A-103 Construction Plan a. Updated the stair based on as built conditions and as approved by Inspector. 3. A-107 Tele/Elec Plan a. Revised furniture layout based on final placement of desks. 4. Mechanical Drawings (M-103, M-104, M-501, M-601 a. The supplemental unit of the atm room was removed from the scope and not installed. If you have any questions or require any additional information, please do not hesitate to contact me. Si fly, OFFICES NEW YORK 181 East Jericho Turnpike el Mineola,NY 11501 bert S. Morrisey,AIA T516294-1666 Vice President. F 516 294-1669 NEWJERSEY 155 Village Boulevard Suite 203 Princeton,NJ 08540 T 609 688-9100 F 609 688-9060 www.jrsarchitect.com FOUNDATION e � • e e WR ROUGH FRAMING& PLUMBING ®®0 iINSULATION PER STATE ENERGY e1 CAN 2em 1� Own a lal ADDITi6NALCOMMEENTS :71Ar _ I. - • l `vS�FEOtk�,O o � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 o Telephone(631) 765-1802 Fax(63;1)765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only -'7 J PERMIT NO. Building Inspector: S' N 0 V 9 2023 Appl canons and forms must be filled out m their entirety`Incomplete r , 'apphcations,wlll not,beaccepted 1Nhere the Applicant�s hot the owner,,:ah � �';;?t,�i^7r�"=�"0 0 Owner's Aiutftorizatton fnrm(Page 2)wshall De completed ', �n.. ` Date:10/30/2023 OWNERS)OF PROPERTY 5 € f L f Name:Marcello Pica, Managing Member SCTM#1000 61 1 13 1 Project Address:53345 Main Road, Unit 11-1 Southold, NY 11971 Phone#:631-780-2851 Email:Featherhillvilla 9e@ mail.com Mailing Address:2245 MCA, LLC PO Box 652 Centereach, NY 11720 CONTACT PERSONY f ." Name Robert S. Morrisey, AIA Mailing Address 181E Jericho Turnpike,, Mineola, NY 11501 Phone# 516-294-1666 Email.rsm@irsarchitect.com DESIGN PItOFESSIONAI INFORMATION k _11 a ` Name:Robert S. Morrisey, AIA Mailing Address 181E Jericho Turnpike, Mineola, NY 11501 Phone#:51 Email: 6 294 1666 rsm@�rsarchitect com CONTRACTOR INFORMATION •` Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED,CONSTRUCTION 4 h. i ❑New Structure ❑Addition MAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑0ther $250,000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Business / Bank Intended use of property:Business / Bank Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(p ' a e): Robert S. Morrisey, AIA BAuthorized Agent []Owner ---__-___.._...__-- Signature ofApplican . Date: J1�[� 23 STATE OF NEW YORK) SS: COUNTY OF a�SS ) / " ,ri'r Secj F l being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. BRIAN w EICHHORN Notary Public,State of New York Reg.No.01 EI635926I Sworn before me this Qualified in Nassau County Commission Expires 05/22/202f day of aom�4er-- Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Marcell® Pica residing atG � /�G� ll� do hereby authorize Robert S. Morrisey, AIA to apply on my behalf to the Town of Southold Building Department for approval as described herein. rlAa/Z3 Owner's Si n-aature bate Ly� Print Owner's Name 2 o�ag�FFaLkI, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 o - Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 iamesh(a-Dsoutholdtownny.aov,- seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3.21.2024 Company Name: B&R MECHANICAL, INC Electrician's Name: RICHARD PARENTE License No.: ME-41124 Elec. email:KELLIF@BRMECHANICAL.COM Elec. Phone No: 631-775-7606 ED I request an email copy of Certificate of Compliance Elec. Address.: 16 SAWGRASS DR STE 3 BELLPORT, NY 11713 JOB SITE INFORMATION (All Information Required) a-D-V5 ro Up, Name: FIRST NATIONAL BANK LONG ISLAND SOUTHOLD �-�C- Address: 53345 MAIN ROAD SOUTHOLD, NY 11971 (DaO T�G,vP.le� S Cross Street: WELLS AVE Phone No.: 631-872-6165 Bldg.Permit#: 50254 email:JEFFG@BRMECHANICAL.COM Tax Map District: 1000 Section: 61 Block: -1 -13 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): OPEN WALL INSPECTION Square Footage: 1405 Circle All That Apply: Is job ready for inspection?: YES❑NO ❑� Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service[-]FireReconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N Additional Information: :; e• ? PAYMENT DUE WITH APPLICATION MAH 2 5 2024 BUILDING DEPARTMENT- Electrical Inspector �r o�g�lFO(,�coGy` fOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 s Southold, New York 11971-0959 Tele`P hone-(631) 765-18.02 - FAX (631) 765-9502 ',�lpl ,taouf iamesh(c-southoldtownny gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3.21.2024 Company Name: B&R MECHANICAL, INC Electrician's Name: RICHARD PARENTE License No.: ME-41124 Elec. email:KELLIF@BRMECHANICAL.COM Elec. Phone No: 631-775-7606 01 request an email copy of Certificate of Compliance Elec. Address.: 16 SAWGRASS DR STE 3 BELLPORT, NY 11713 JOB SITE INFORMATION (All Information Required) ;.Z71`/5 Name: FIRST NATIONAL BANK LONG ISLAND SOUTHOLD Address: 53345 MAIN ROAD SOUTHOLD, NY 11971 (pal Cross Street: WELLS AVE Phone No.: 631-872-6165 Bldg.Permit#: 50254 email:JEFFG@BRMECHANICAL.COM Tax Map District: 1000 Section: 61 Block: -1 -13 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): OPEN WALL INSPECTION Square Footage: 1405 Circle All That Apply: Is job ready for inspection?: 0 YES ❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's C � e Surface Cam. Sconces 1 / ^ J H H's C ✓� r �J��' UC Lts Fridge HW "'�- POOL S f _ Panel Fans Mini Fr. W/D Pump I �{ Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. v Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have sed Comments �.i11' i h\+icMl R Lt /G!! .� . ' _ � ..-__ -.'�••+•u' . •_.,.r.rt•.....,Kr., ,. . �-_. • ..,� 1 r•.r......r•.. l.�.a��wr�.-"tiV�• yra�CY•i•n•w'J1i�.'.., IM . • TR A V:E L, R ►Y58623�p"E.. °' WL N.88 n*wR!r11. wr • + .Aft io s x Ocy in p i \� o cv 4r•rT • ' a✓Jr fir. • N/4/ F U.S. POSTAL •� �. ,: `�' _ .wr• � .� �. ' .t t•,•�1 .•1 0;Mt �• 'AJN11L►•,• • • ', ' .. O.POLf lu Ifts • fir ' �• Z .' ! '• . ,. .,�Lr . '. . ..� • fk 38°23tiEp" A4n.. nA 1 •a+tr by ftL ®GRAM' I • '• J{.yLiA. .••' ' •eRroT ttiMrLGOr •. ,• • Lu atom ' �oRu. rAre►oir' /ws Grr.�Ar+w. �• .� ` �t44v. rwwrilr OLMN,��• u•a Rift! '' A//� ampAlAtr 4 •' •' .. 40 G tr - `av \ , f I ,a l ,ar.N', MR /s/y fr. .�. d.y i .,4r� 4 z o f o ai� 1,•' pow � '�AfaM L �r .��• f��l _ Aft- _ .yam sar« 1 .b.s 7 ' •. _ n Y �g S • s _ V mP(''. - .1-•\�r- -- - �•6 - -- ,-•- Drip, J O' O t •� SA, + �r rLAN ,� `` tr•MYI Vff .ri �' JrR t inyrgr;o- •O '� f r� � •• � r �' _ �nms 40 Q is y P;Vgtvr s• t `a i• LL OAwwmer v �f n3 lh All, ur' .fir. . ' Kit O � �, ~�. — tA.°Y �,�'� •rJ! rant. . 2 L�+11:• •• i2�..�j� 0. i�`,�� ,'l�.•" '� b� 4 S/sue, s"' _ sy Iq IL ... yr ►Atr '• �,Ldrrvlr . 'rAYtiIY KAY1gM am . 3W.L4ram. �( Lr ' , c>•s•. , ' x 1 AUX .. .• is '•• M.� r ,19 Q MR'f tiyiy •t, ' • '1. r ) �abM•. 4 •g0• Lwr RTARr S7°00°�y--aR"e�rrr rr;r I r co r ir .� � tr sera MAIN tiLAr" 288. 7g' •i.w;ar: V N.Y.S. Rte. aaair 8.60A+ W W N0. 25) .; 2`4onyy- q 001 ��'�.i-�„„ 33L87' Q? • Rol •�' Ao SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD r SUFFOLK COUNTY, N.Y, of MF =0— B1 — 0f - ?2?' AM r' s JW 1 bad r.Ke►le�f� 4 .I/W( mi 1988 ANY ALTERATJpV ylgM fSA'WMA'j*W', M1Ilf! f< JAN. 3, 2001 cF sFrr�,tray a�r'r�°�i�w voY. rAaw w,, .:• cM pvAAEVALD•FOR ALATA QACYF 4 ul No, 498fe SAD YAf+aA Cat•!L6 REAM REAL aF.T1t SiA1VL1tiYf' AREA 3.1482.ACRES AoarA Lw!o. Y+�r►►SAID - R' t e,'Atst adRr ' p, p f6J)J 70-f797 "�"IVIEA QirA:ur'' l2S0 S...Etr SOlITNOL06 N.Y. 11971 � j Proposal Suffolk Security Systems 50300 Main Road PO Box 1355,Southold,NY 11971-0929 Proposal# Customer# System Type PO Number Term Proposal Date 6823 72490 Burglar Alarm Net 25 June 25,2024 Customer: Site Location: 2245 MCR LLC Feather Hill-1st National Bank location PO Box 1340 53345 Main Rd Southold, NY 11971 Southold, NY 11971 Contact Information: Brief Description: Customer Fire Sprinkler Monitoring proposal.Sprinkler work to be done by Contact Feather Hill Village others. Phone: (516)841-7634 Email: featherhillvillage@gmail.com Salesperson Name: Paul Romanelli Phone: (631)765-5262 Email: paul@suffolksecurity.com Charges Description QTY Rate Amount Labor for installation of Silent Knight Fire Alarm control panel for sprinkler 1.00 899.00 899.00 monitoring. Does not include licensed electrician to connect control panel to dedicated breaker. Napco dual SIM fire alarm communicator(AT&T and Verizon) 1.00 199.00 199.00 Silent Knight SK-MINIMON Addressable Mini Monitor Modules for tamper and 2.00 172.00 344.00 sprinkler flow. Silent Knight 6700 100-Point Single Loop Addressable Fire Alarm Control Panel 1.00 1,850.00 1,850.00 Total Charges: 3,292.00 Sales Tax: 0.00 Grand Total: $3,292.00 Recurring Services Added Description Activation Date Next Invoice Date Billing Cycle Monthly Amount Cycle Amount Monitoring via DUAL PATH Cellular 07/01/24 07/01/24 Quarterly 48.99 146.97 Communicator Total Recurring Services: $48.99 Notes Note Modified Date User 11 49 Marcello Pica 06/25/2024 tdarcello Pica(Jun 25,2024 14:24 EDT) X Agreed To By Name Date CONTACT US Billing Questions Sales Central Station Service Email (631) 765-5262 (631)765-5262 (800)434-4000 (631)765-5262 info@suffolksecurity.com To view this proposal online, please visit: https://suffolksecurity.alarmbiller.com I Registration Key: FA3060 Adobe Acrobat Sign Transaction Number:CBJCHBCAABAAemV83LsixumbB_q_tgA3rnV23Oz0 Y6_ C C Suffolk Security Systems, Inc. 50300 Main Road • PO Box 1355•Southold,New York 11971 Telephone:(631)765-5262• info@suffolksecurity.com NYS Department of State License#12000250900,Suffolk County Low Voltage License#5370-RE5 CENTRAL STATION MONITORING CONTRACT Subscriber's Name: 2245 MCR LLC Mailing Address: PO Box 652 Centereach, NY 11720 Site Address: Feather Hill(1st National Bank location)53345 Main Rd Southold, NY 11971 Telephone: 516-841-7634 Email: featherhillvillage@gmail.com WHEREAS,Subscriber owns an alarm system and desires central station monitoring service,the parties agree as follows: 1. Communication software is leased and remains personal property of Suffolk Security Systems:Suffolk Security Systems shall lease,install program and service in the premises of the Subscriber,communication software,which shall remain the sole personal property of Suffolk Security Systems and shall not be considered a fixture or a part of the realty,and Subscriber,shall not permit the attachment thereto of any apparatus not furnished by Suffolk Security Systems.If the communication equipment is part of the instrument panel then the chip or software programmed to transmit a signal shall be leased,remain Suffolk Security Systems' property,and all reference in this agreement to communication software shall be deemed to read chip or software.Passcode to CPU software remains property of Suffolk Security Systems.Provided Subscriber performs this agreement for the full term thereof, upon termination Suffolk Security Systems shall,at its option,provide to Subscriber the passcode to the CPU software or change the passcode to the manufacturer's default code. 2. installation,Rental,And Service Charges:Subscriber agrees to pay Suffolk Security Systems the sum of$ 48.99 plus tax,per month,payable 3 months in advance for the rental,and servicing of the communication software for the term of this agreement commencing on the first day of the month next succeeding the date hereof,and continuing monthly thereafter,all payments being due on the first of the month. TERMS OF AGREEMENT: 1. RENEWAL:The term of this agreement shall be for a pe- communication center and Suffolk Security Systems riod of three years and shall automatically renew for does not assume any responsibility for the manner in successive periods of one year thereafter under the which such signals are monitored or the response,if same terms and conditions,unless either party gives any,to such signals.Subscriber acknowledges that sig- written notice to the other by certified mail return receipt nals which are transmitted over telephone lines,wire,air requested,of their intention not to renew the contract at waves or other modes of communication pass through least 30 days prior to the expiration of any term.Suffolk communication networks wholly beyond the control of Security Systems shall be permitted to increase the Suffolk Security Systems and are not maintained by Suf- monitoring charges provided for herein at any time after folk Security Systems and,therefore,Suffolk Security the expiration of one year from the date hereof,upon Systems shall not be responsible for any equipment fail- giving notice to Subscriber,and if Subscriber is unwilling ure which prevents transmission signals from reaching to pay such increased charge Suffolk Security Systems the central station monitoring center or damages arising shall be permitted,at its option,upon written notice to there from. the Subscriber,to rescind the increase or to terminate this agreement as if the full term had expired,and the Subscriber agrees to furnish Suffolk Security Systems Subscriber shall be relieved of any obligation to pay any with a written list of names and telephone numbers of charge after said date. those persons Subscriber wishes to receive notification of alarm signals.All changes and revisions shall be sup- 2. CENTRAL STATION MONITORING:Upon receipt of a sig- plied to Suffolk Security Systems in writing. nal from the communication software,Suffolk Security Systems or its designee communication center shall Subscriber authorizes Suffolk Security Systems to access make every reasonable effort to notify Subscriber and the control panel to input or delete data and program- the appropriate municipal police or fire department. ming.If the equipment contains listening devices permit- Subscriber acknowledges that signals transmitted from ting central station to monitor sound then upon receipt Subscriber's premises directly to municipal police or fire of an alarm signal central station shall monitor sound for departments are not monitored by personnel of Suffolk so long as central station in its sole discretion deems Security Systems or Suffolk Security Systems'designee appropriate to confirm an alarm condition. Page 1 of 4 Adobe Acrobat Sign Transaction Number:CBJCHBCAABAAemV83LsjzumbB_q_tgA3rnV230zB_Y6_ right,at any time,by entering into a supplemental If Subscriber requests Suffolk Security Systems to re- agreement,obtain from Suffolk Security Systems a motely activate or deactivate the system,change com- higher limit by paying an additional amount consonant binations,openings or closings,or reprogram systems with the increase of liability.This shall not be construed functions,Subscriber shall pay Suffolk Security Systems as insurance coverage. $50.00 for each such service. 6. CARE OF EQUIPMENT:Subscriber agrees not to tamper 3. NO WARRANTIES OR REPRESENTATIONS, with,remove or otherwise interfere with the communica- SUBSCRIBER'S EXCLUSIVE REMEDY:Suffolk Security Sys- tion software which shall remain in the same location as tems does not represent nor warrant that the alarm sys- installed and Subscriber agrees to bear the cost of re- tem and central station monitoring will prevent any loss, pairs or replacement made necessary as a result of any damage or injury to person or property,by reason of painting;alteration,remodeling,or damage,including burglary,theft,hold-up,fire or other cause or that the damage caused by unauthorized intrusion to the prem- alarm system will in all cases provide the protection for ises,lightning or electrical surge,except for ordinary which it is installed or intended.Subscriber acknowledg- wear and tear,in which event repair or replacement es that Suffolk Security Systems is not an insurer,and shall be made by Suffolk Security Systems without addi- the Subscriber assumes all risk for loss or damage to tional charge. Subscriber's premises or its contents.Suffolk Security 7. Systems has made no representations or warranties, ALTERATION OF PREMISES FOR INSTALLATION:Suffolk and hereby disclaims any warranty of merchantability Security Systems is authorized to make preparations or fitness for any particular use.Subscriber's exclusive such as drilling holes,driving nails,making attachments remedy for Suffolk Security Systems'default hereunder or doing any other thing necessary in Suffolk Security is to require Suffolk Security Systems to repair or re- Systems'sole discretion for the installation and the ser- place,at Suffolk Security Systems'option,any equip- vice of the communication software,and Suffolk Security ment covered by this agreement,which is non- Systems shall not be responsible for any condition cre- operational. ated thereby as a result of such installation,service,or removal of the communication software,and Subscriber 4. EXCULPATAORY CLAUSE:The parties agree that Suffolk represents that the owner of the premises,if other than Security Systems is not an insurer and no insurance Subscriber,authorizes the installation of the communi- coverage is offered herein.Subscriber's payments to cation software under the terms of this agreement. Suffolk Security Systems are for the installation,rental, service and monitoring of the communication software B. SUBSCRIBER'S DUTY TO SUPPLY ELECTRIC AND designed to reduce certain risks of loss,though Suffolk TELEPHONE SERVICE:Subscriber agrees to furnish,at Security Systems does not guarantee that no loss will Subscriber's expense,all 110 Volt AC power,electrical occur.Suffolk Security Systems is not assuming liability outlets,receptacles,telephone hook-ups,RJ31 Block or and therefore shall not be liable to Subscriber for any equivalent,as deemed necessary by Suffolk Security loss or damages sustained by Subscriber as a result of Systems in its sole discretion. burglary,theft,hold-up,fire,equipment failure or any other cause whatsoever,regardless of whether or not 9. TESTING AND SERVICE OF COMMUNICATION such loss or damage was caused by or contributed to by SOFTWARE:The parties hereto agree that the communi- Suffolk Security Systems'negligent performance or fail- cation software,once installed,is in the exclusive pos- ure to perform any obligation.Lessee releases Suffolk session and control of the Subscriber,and it is Subscrib- Security Systems from any claims for contribution,in- er's sole responsibility to test the operation of the com- demnity or subrogation. munication software and to notify Suffolk Security Sys- tems if it is in need of repair.Suffolk Security Systems 5. LIMITATION OF LIABILITY:The parties agree that the shall not be required to service the communication soft- alarm system is not designed or guaranteed to prevent ware unless it has received notice from Subscriber,and any loss by burglary,theft and other illegal acts of third upon such notice,Suffolk Security Systems shall service parties,or loss by fire,smoke,water or any other cause. the communication software to the best of its ability If,notwithstanding the terms of this agreement,there within 36 hours,exclusive of Saturday,Sunday and legal should arise any liability on the part of Suffolk Security holidays,during the business hours of 9 a.m.and 5 p.m. Systems as a result of burglary,theft,hold-up,fire, Any repair or other services provided by Suffolk Security smoke or any other cause whatsoever regardless of Systems to Subscriber's alarm or security equipment whether or not such loss,damage,or personal injury shall be at Suffolk Security Systems'option on a per call was caused by or contributed to by Suffolk Security Sys- request by Subscriber,and Subscriber shall pay for such tems'negligence to any degree or failure to perform any labor and material at time such repair or other service is obligation,such liability will be limited to an amount performed.All such repair or other service shall be gov- equal to one half the yearly payment paid by the Sub- erned by the terms of this contract.In the event Sub- scriber at the time such liability is fixed,or to the sum of scriber complies with the terms of this agreement and $250.00,whichever is greater.If Subscriber wishes to in- Suffolk Security Systems fails to repair the communica- crease Suffolk Security Systems'maximum amount of tion software within 36 hours after notice is given,ex- such limitation of liability,Subscriber may,as a matter of cluding Saturdays,Sundays,and legal holidays,Sub- Page 2 of 4 Adobe Acrobat Sign Transaction Number:CBJCHBCAABAAemV83LsjxumbB—q—tgA3rnV23Oz026_ scriber agrees to send notice that the communication Suite LL3,Woodbury,NY 11746,under its Commercial software is in need of repair to Suffolk Security Systems, Arbitration Rules.www.notarb.com. in writing,by certified or registered mail,return receipt requested and Subscriber shall not be responsible for 11. DELAY IN INSTALLATION:Suffolk Security Systems shall payments due while the alarm remains inoperable.If not be liable for any damage or loss sustained by Sub- Suffolk Security Systems fails to repair the communica- scriber as a result of delay in installation of equipment, tion software within 48 hours after receipt of said notice, equipment failure,or for interruption of service due to Subscriber shall not be obligated to pay any amount for electric failure,strikes,walkouts,war,acts of God or oth- the communication software from date said notice is er causes,including Suffolk Security Systems'negligence given until the communication software is restored to in the performance of this contract.The estimated date working order.In any lawsuit between the parties in work is to be substantially completed is not a definite which the condition or operation of the communication completion date and time is not of the essence. software is in issue,the Subscriber shall be precluded from raising the issue that the communication software 12. LIEN LAW:Suffolk Security Systems or any subcontrac- was not operating unless Subscriber can produce a post for engaged by Suffolk Security Systems to perform office certified or registered receipt,signed by Suffolk work or furnish material who is not paid may have a Security Systems,evidencing that service was requested claim against Subscriber or the owner of the premises if by Subscriber.Only communication and security system other than the Subscriber which may be enforced software is covered by service.It shall be Subscriber's against the property in accordance with the applicable sole responsibility to maintain the communication soft- lien laws. ware in working order. 13. APPLICATION OF PAYMENTS:Suffolk Security Systems is 10. LEGAL ACTION:The parties agree that due to the nature legally required to deposit all payments received prior to of the services to be provided by Suffolk Security Sys- completion in accordance with NY lien Law subdivision tems,the payments to be made by the Subscriber for four of section seventy-one-a,and in lieu of such deposit the term of this agreement pursuant to paragraph 3(b) Suffolk Security Systems may post a bond or contract of form an integral part of Suffolk Security Systems'antici- indemnity with Subscriber guaranteeing the return or pated profits;that in the event of Subscriber's default it proper application of such payments to the purposes of would be difficult if not impossible to fix Suffolk Security this contract Systems'actual damages.Therefore,in the event Sub- scriber defaults in the payment of any charges to be 14. SUBSCRIBER TO INSURE SOFTWARE:Subscriber shall in- paid to Suffolk Security Systems,the balance of all pay- sure Suffolk Security Systems'software against fire and ments for the entire term herein shall immediately be- casualty and Subscriber agrees to name Suffolk Security come due and payable,and Subscriber shall be liable for Systems in said insurance policy as"loss payee"to the 80%thereof as liquidated damages and Suffolk Security extent of the value of the software as set forth herein Systems shall be permitted to remotely re-program or above.Subscriber shall be responsible for any loss occa- delete any programming without relieving Subscriber of sioned by fire or casualty and the cost of replacing or any obligation herein.In the event of Subscriber's breach restoring the alarm system.Notwithstanding the condi- of this agreement,Suffolk Security Systems may at its tion of Subscriber's premises,or Suffolk Security Sys- option either remove its software or deem it sold to Sub- tems'impossibility of performance occasioned by condi- scriber for 80%of the amount specified as the value of tion of Subscriber's premises,Subscriber shall remain li- the equipment in addition to the liquidated damages able for monthly payments for the term of this agree- provided for herein.In any litigation between the parties, ment without offset or reduction. Subscriber shall pay Suffolk Security Systems'legal fees. The parties waive trial by jury in any action between 15. INSURANCE:The Subscriber shall maintain a policy of them.In any action commenced by Suffolk Security Sys- public liability,property damage,burglary and theft in- tems against Subscriber,Subscriber shall not be permit- surance under which Suffolk Security Systems is named ted to interpose any counterclaim.Any action by lessee as insured,and under which the insurer agrees to in- against Suffolk Security Systems must be commenced demnify and hold Suffolk Security Systems harmless within thirteen months of the accrual of the cause of ac- from and against all costs,expenses including attorneys' tion or shall be barred.All actions or proceedings against fees and liability arising out of or based upon any and all Suffolk Security Systems must be based on the provi- claims,injuries and damages arising under this agree- sions of this agreement.Any other action that lessee ment,including,but not limited to,those claims,injuries may have or bring against Suffolk Security Systems in and damages contributed to by Suffolk Security Sys- respect to other services rendered in connection with tems'negligent performance to any degree or its failure this agreement shall be deemed to have merged in and to perform any obligation.The minimum limits of liability be restricted to the terms and conditions of this agree- of such insurance shall be one million dollars for any in- ment.Any action or dispute between the parties,includ- jury or death,and property damage,burglary and theft ing issues of arbitrability,shall,at the option of either coverage in an amount necessary to indemnify Sub- party,be determined by arbitration administered by the scriber for property on its premises.Suffolk Security Sys- National Arbitration Association,7600 Jericho Turnpike, tems shall not be responsible for any portion of any loss or damage that is recovered or recoverable by the Sub- Page 3 of 4 Adobe Acrobat Sign Transaction Number.CBJCHBCAABAAemV83LsjxumbB—q_tgA3rnV230z0_Y6— 9 scriber from insurance covering such loss or damage or form any service or furnish any material not specifically for such loss or damage against which the Subscriber is covered by the terms of this agreement Subscriber indemnified or insured. agrees to pay Suffolk Security Systems for such service 16. INDEMNITY/WAIVER OF SUBROGATION or material. RIGHTS/ASSIGNMENTS:Subscriber agrees to and shall indemnify and hold harmless Suffolk Security Systems, 18. RIGHT TO SUBCONTRACT SPECIAL SERVICES:Subscrib- its employees,agents and subcontractors,from and er agrees that Suffolk Security Systems is authorized against all claims,lawsuits,including reasonable ottor- and permitted to subcontract any services to be provid- neys'fees and losses,asserted against and alleged to be ed by Suffolk Security Systems to third parties who may caused by Suffolk Security Systems'performance,negli- be independent of Suffolk Security Systems,and that gence or failure to perform any obligation under this Suffolk Security Systems shall not be liable for any loss agreement.Parties agree that there are no third party or damage sustained by Subscriber by reason of fire. beneficiaries of this contract.Subscriber on its behalf theft,burglary or any other cause whatsoever caused and any insurance carrier waives any right of subrogo- by the negligence of third parties.Subscriber acknowl- tion Subscriber's insurance carrier may otherwise have edges that this agreement,and particularly those para- against Suffolk Security Systems or Suffolk Security Sys- graphs relating to Suffolk Security Systems'disclaimer of tems'subcontractors arising out of this agreement or warranties,exemption from liability,even for its negli- the relation of the parties hereto.Subscriber shall not be gence,limitation of liability and third party indemnifica- permitted to assign this agreement without written con- tion,inure to the benefit of and are applicable to any as- sent of Suffolk Security Systems.Suffolk Security Sys- signee,subcontractors and communication centers of tems shall have the right to assign this contract and Suffolk Security Systems. shall be relieved of any obligations created herein upon such assignment. 19. FULL AGREEMENT/SEVERABILITY:This agreement con- stitutes the full understanding of the parties and may 17. FALSE ALARMS:Suffolk Security Systems shall have no not be amended or modified or cancelled except in writ- liability for false alarms,false alarm fines,police re- ing signed by both parties except that in the event Suf- sponse or the refusal of the police to respond.In the folk Security Systems issues a UL certificate to Subscrib- event of termination of police response by the municipal er,Suffolk Security Systems will comply with Underwrit- police,this contract shall nevertheless remain in full ers Laboratory Inc.or any local law requirements re- force and Subscriber shall remain liable for all payments garding items of protection provided for in this agree- provided for herein.Should Suffolk Security Systems be ment.Should any provision of this agreement be required by existing or hereinafter enacted law to per- deemed void,the remaining parts shall not be affected. Credit Card Authorization or Electronic Funds Transfer Buyer authorizes Suffolk Security Systems to automatically charge central station monitoring to Buyer's credit card or bank ac- count on a quarterly basis. (Visa - MasterCard (-)Discover Card#: CW Code: 047 Expiration Date:09 26 Cardholder Name(exactly as shown on card): Marcello Pica Electronic Funds Transfer(-)Checking or n Savings Bank Name: Routing#: Account# Aw ole Subscriber Signature: Marceia(Jun 25,202414:24EDT) Dated: dun 25,2024 Print Name: Marcella Pica Marcello Pica E-signed 2024-06-25 02:24PM EDT featherhilivillage@gmail.com Page 4 of 4 Adobe Acrobat Sign Transaction Number:CBJCHBCAABAAemV83LsixumbB-q_tgA3rnV23OzO_Y8_ ! lA Leonardo Tavera From: Marcello Pica <number9partnersllc@gmail.com> Sent: Tuesday,June 25, 2024 3:01 PM To: Leonardo Tavera Cc: Southold Landlord Subject: Re: Southold Sprinklers �Ift fRn�-_- o(lE o + �I c-Tnn> rn -ttTi c n e �I� 1 Leo, The sprinklers are all done.The fire alarm and monitoring contract have been signed.The install is this Friday at Sam. Marcello Pica Number 9 Partners LLC 2388 Middle Country Rd. Centereach, NY 11720 On Jun 25, 2024,at 1:34 PM, Leonardo Tavera <leonardo.tavera@fnbli.com>wrote: Hello Marcello, Were they able to finish the sprinkler yesterday? I believe Francisco told me they just had to finish one thing today. Are we all set on the sprinkler monitoring? I will be there early Thursday morning. Thanks, Leo i <image001.png> Leonardo Tavera Senior Vice President& Corporate Planning Officer First National Bank LI 275 Broad Hollow Road Melville, NY 11747 (516) 671-4900 ext 7463 (516) 706-8140 Fax Leonardo.taverap_fnbli.com https://ciicktime.cloud.postoffice.net/clicktime.php?U=www.fnbli.com&E=Ieonardo.tavera%40fnb li.com&X=XI D141 CFvTBJ7453Xd 1&T=SDFA&HV=U,E,X,T&H=a230ff573b896c34f26b1 fa110ef 64c0b9821c7f <image002.png> <image003.png> NOTICE TO RECIPIENTS:This email and attached files (if any) contain privileged and confidential information intended solely for use by the sender and addressee(s). If you receive this transmission in error please notify the sender immediately and remove the email from your system. Unauthorized use of this information is strictly prohibited. 2 Bunch, Connie From: Robert S. Morrisey <rsm@jrsarchitect.com> Sent: Friday,July 5, 2024 11:40 AM To: Jarski,John; Bunch, Connie; Dwyer,Tracey Cc: Bob Taliana; Leonardo Tavera (leonardo.tavera@fnbli.com);Zachary Pietsch Subject: FNBLI - Permit No 50254 Attachments: 2-22083.00-A101-DP-A102_R2_7-4-24.pdf,3-22083.00-A103-FP-A103_R2_7-4-24.pdfi 4-22083.00-A107-TP-Al07_R2_7-4-24.pdf; 5-2024-07-03_REVISED PER CLIENT_ 2683M.pdf; 1-22083.00_FNBLI-Southold_BD Letter.pdf Good morning, Mr.Jarski, per your request, attached please find updated dwgs to reflect the"as built"conditions. If you have any comment or require any additional information, please do not hesitate to contact me. If you need hard copies submitted, please let me know and will get them pulled together next week. Hope you all had a great 4th and have a great weekend. Thank You Robert S. Morrisey, AIA 7RS Architect, P.C. architecture interior design preservation Vice President rsmQrsarchitectcom www.jrsarchitect.com 181 East Jericho Turnpike,Mineola,NY 11501 516-294-1666 x211 155 Village Blvd.,Suite 203,Princeton,NJ 08540 609-688-9100 Long Island,NY Princeton,NJ 516-294-1666 609-688-9100 r!'.e inf rma'ion conY3ined in this eri'Sii is nten(ed ,rlf`/ fOr -"e use of the if'..^.t'viducl or t,rtit'/ named above a-o 7-,ay con air. ,nfbrma;u,n t^at cs ormeged, conficential arc exempt Trom d-sdos:1re under 3opiicabie Iaw. if the i-ender of this nima e is not the inrpnded reciCient, yruu are hereby not`fied that any Ld,ssen,ira?;on, disznbu2'Vn or coon c of this cornf iu,`iC tlor, ;s str'criv prohlbltea. .f you have received tMs rnessaga it error, piease rnnnediately noti`y the senaer a^d deiete the;-nail. Thank you. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 JRS ARCHITECT, P. C. ARCHITECTURE INTERIOR DESIGN PRESERVATION PRINCIPALS July 4, 2024 JOHN R. SORRENTI,FAIA,FRAIC President Town of Southold ALEXANDER PO Box 1169 HADJIYANE,AIA Southold, New York 11971 Senior Vice President Attn:Tracey Dwyer ROBERT S. MORRISEY,AIA Re: First National Bank of Long Island Vice President 53345 Main Street Unit 11-1 Southold, NY 11971 ASSOCIATES FRANCES Dear Ms. Dwyer: CONSOLI,AIA LEED AP The following drawings have been revised to reflect the as built conditions as required CHRIS by Deputy Chief Building Inspector,John Jarski. RUDMAN,AIA LEED AP 1. A-102 Removal Plan G.G JOHN COLLINS a. Removed wall/room at bottom of stair. Director of IT 2. A-103 Construction Plan a. Updated the stair based on as built conditions and as approved by Inspector. 3. A-107 Tele/Elec Plan a. Revised furniture layout based on final placement of desks. 4. Mechanical Drawings (M-103, M-104, M-501, M-601 a. The supplemental unit of the atm room was removed from the scope and not installed. If you have any questions or require any additional information, please do not hesitate to contact me. OFFICES Sincerely, NEW YORK 181 East Jericho Turnpike Mineola,NY 11501 Robert S. Morrisey,AIA T516294-1666 Vice President. F 516 294-1669 NEW JERSEY D E C 155 Village Boulevard Suite 203 Princeton,NJ 08540 T 609 688-9100 JUL 8 2024 F 609 688-9060 www.jrsarchitect.com Ouilding I)eParfrl ent Town of Southold REMOVAL LEGEND Pu = EXISTING TO BE REMOVED — — —— EXISTWGTOREMNN EAGTWGOOOR6FRANETOBERENOVED 1 —SAS NG 0000.TO REMAN L _J LAID 11 .J �l J REMOVAL NOTES:RE �u wo WDRA 1. FERTOTIRESNEET(SIFORNDRIONALWFORMAPONAND REFERTOOENGINEERM!'.DRUNIN ANDSPECIFICATIONSFOR ORIATOI S °P ��/ TTTYYYPPP 1 REFERT-101FORAODRR)NALREN°VALNOTES YP KEYNOTES: QpEFEpS TO KEYNO E I I 1. EASTINGWALLTO BEREMOVEDWITSENTIRETY. NSutiAxlS. t.FASTING DOOR.FRAME AND HMOWME TO BE REMOVED IN ITS ENTIRETY. S❑ S EASRN,M' 1RKlO BEF—WRINITSENPRETY. UP 0.FASTING WNINFINIS MPATCW REPNRAS PEOUIREO AND PREPARE iO RECENE NEW FIMSHES S u TO EDOORTOItENA1N.PATCHI REPAW AS REONRED 0.NO PREPME( TO CENE NEW FWSMES S EASPNGTOREMNN. ].DUSTING STOREFSlOREFRONT GLASSANOOOORTO REMAN IWO PROIELTED O O OURNONLPHASES OF CONSTRUCTION. MC S-SRNGFLOORWGTORE— S. ETIND PARTITIONS TO RE—PROTECT DURING REMOVAL 10.EASPNG STNR TO REMAIN.PROTECT DURING AIL PHASES OF CONSTRUCTION. O TYP. 11.REMOVE FLOOR AND FINISHES IN ORDER TO PREPARE FOR STAIRS .iE1FPGW.ipMpT(NfaylyOipFR�SpSEfl1 Cl(NID PLANT. 11 FASTING STNRTOBERENOVEDMRS ENTOa=TY. N.FASTING LOW WNLAND TiLN TO BE pEMOVED MIO PATLXEDAS REONRED. O O ° DATE TS DESCRIPTION LOWER LEVEL REMOVAL PLAN IORRB ISSUED FOR REV AND APPROVAL 1 SGLE'.1IC'=1'C 104R0 ISSUED FOR BID 10R7R3 ISSUED FOR FILING _________ __________________________ —__——— — I � � I � � I � � Pen9oH9' REV. DATE DESCRIPTION S REV PER TRD-STNR t 714R4 A BU EC ';E0VE I ; B B EN ns JULA \bll -B 5 — _I First U 2024 NO N National T1E FIR ANAL BAnnF Lonc IswnD ON j \ Building Department i JRS ARCHITECT,P.C. Town iofZouthcid-------iTBLF�uekwTNmpN4.NRR°aNY]]BDL203] -'I " 10 P11ncetOn,N1 NI i """ OPEN TO BELOW L ——— --R :BYDPRPS ——- — °E MEZZANINE AND LOWER LEVEL REMOVAL PLAN I I I � 0 I I <J L------------ I MEZZANNE REMOVAL PLAN 0 y Yu/ L. SCALE: N4•=I A-102.00 CONSTRUCTION LEGEND �W �®---------®-------®------®------® ® ® ® ® I �� I — ——_— � PROPOSED GYPSUM BOARDPMTNON E%LSTWG PARTNON TO PEIJ JN ———— IPROPGSEO LOW HDGNTGYPSUY BOARD PARTTON I I I PROPOSEOBRKKPARTITION —— I ^ PROGOSEOCOCRETE MASONRY UNRPMGGON q ��.PROPOSEO _ __ -J� 5}��g \\ \ \ I EXISTWGDOORTOREMMN y �MAOFNGu r ltnnl DN B t 19•-1 11•A• PROPOSED GLAZING l ® �_rL WO q I "u� EYISiWGGIALNGTO REWJN Q Q L NG k �CONSTRUCTION NOTES: TF11ER I. REFERTOTI SHEETLS)FCRADONONALWFCRMAGCNAAU Q.OZ b BREAY ROOM S� a 2 LEG NVE. REFERTOENGINEERINGDPAWWGSµDEPECIFICATIMSFOR MC C1Y61 _ Ii WHERENEWLONSTRULTIONALIGNSWRHEMSRNG J ❑I ?a I OUR F AGEDAPPLY ACON INUOUS NEW LA ER OF S µN GYPSUM L10ZJ TOILET ROONF 1 TO APPLSOAHCOYYTTOBUIDIN OREPMTITOOxg ION.TWS NOTE OES — ® O Q D ® IA. 1 SMOOTHSMOOTHFI�DWRH APPRE°PRIATEE FBLLLERWHEFE OUREO. O �_„_ RE St 9MOOPMORTO EDFORPNNTINGREMCGOF EIOSTUIG 410NAGE PWORTO PREPAMTpN µ°PAINTING OF IS CONTTUCTCR55HAU.NOTIFYARCHRECTUPONCOVftETIONOF PµMONLAYOTCI UKES.NOS1U GORTMCKBHALLBE I INSTALLED WITHOUT THE FPPRONALOF THEµCHITECT. ATM ROOIu S 10 ASPMT°FTHISONTIULT,Gt31DUL°ONRNCTORS BE L108] .... Q RESPONSIBI.ETOOPENANDCL09EALL S1TN000NSTRUCTI°N PIAIFCRN WIHW µID OUTSIDE OF HE IMMEDIATE PROJECT SCOPE WHERE pqEq REQUIRED W ORDER TO COMRETE HE SPECG'IED WORK.THIS /.� 3Z'•)v. (toll SHALL INCLUDE,BUT NOTBELIMGEDTO ELELTPoLAL CIRCUITING ® UP /f AND ROUGING,P UN NG LINES.SPRINKLER LINE,NVAC DUCTWORK AND LONGINGS, L—— ———— — ❑ IZ. ALL BUILDING PARTIGONS THAT ABUT A EXTERIOR PERIMETER nuu NT9: r 1G3 &T• 1 BURDWG MUWO SHALL TERMINATE WITH A'ISEAD.O NOT DN I6T 11'UP =.A KTAPE,µDSF—GYPSUM WARD PARTITION TO DATE DESCRIPTION — — I& ALLPAROWNSTHATABUTHEBUBDWGOREW S" BE 02RJ IBSUED FOR REV AND APPROVAL — ® F GOR YPSUNM BOµDPTOCONEEERGASIfET.ON°TS_RESHD ON2] ISSUED FORBID S. OTTOMTRACKOFALLPARTNONSTOBEGUU(EDTOSTABFOR 102T23 ISSUED FOR FILING BOUND RATING. D OMRALTOR SWILLFBIE STOP DUCT,PIPE,µOALL Stµ l PEN ETMGONS,FLORANDL UNG,NEW µTIEVETWGWIH µPROVEDMATERIALTOPROVIDEZHOURMI ERATING.SEE ® ® ® ® ® ® ® ® ENGINEEIUNGORAWINGS FOH TIONSOFNEWPENETRAGONS CO L————————————————————————__—— ———— _———__—_————————————J ORE WAS 9µ09HAFTS NEW µO EXIST NG TH E� W aNs. THROU NG� µPROVED FE MAT CISF PRCWOEZNSOFNRE IUNETRAT ENGW REV. DATE DESCRIPTION ORAWIN09 FOR LOGTIONS OFNEW PENETRATIONS 12 P CB.PROPER BLOTARETOUOWSWHELLWOODRES, 1 1NCM REVPER BD-STAIR � FIRST FLOOR CONSTRUCTION PLAN D(YICES.OHEOIPMENTMETOBENOUNTE°.AILWOOBLOLKING � T)arza AB BUILT TO BE GINS RESISTANT TflEATED.00flDINATE WITHARGIITECT. µIDOMPLY WITH IAW. ',L LL DIMENSIONS.BOTH INOF REµE UNEofSHULNRE TO CONSTROTON INALL AREµB OF PROTECT.NOT"ARCHTECT IF EG µOE -000 EUBSTORNOIRDOCO0. m CH GALV.BR.1-HIGH RUNNER. AN GALV.SG_1•MIOH RUNNE0. l ALLAU.TGLET 05 TORE fi'UNLE44°TNENWIBENCTRE uJ µCNdGAFISERG µCNOR®IB•O.L. 15. BEAOIDWASHEDµ—ROUT01SEEFWISHPLANIFOR SHALL ED ATTE TATTING. UNEOFE%ISTING IMSOUxO ATTENNATING FIBER BUVJKET) µEFARE CONFORNAGOY FM I IS .E.APIDi-93-M STRTICNRE tfi PPEPMEOERU-14R ENCiUPES BY DEDEMOOTHAN FRIMEDBWRH U BATCAMTATION FOR NE µpTONSOFCLLER4µDEOSMOHµDULBEDINTED LE xT ��First S1VDGAA GALV.STL. FULL GWTY THICKNESS BECTIONSOF CONNECTOR ENCLOSURES TO ALLOW PAINTED 9NDSAT 1E°C. SEPARATELY FROM FUIED SECTION TO ALLOW COVERS TO BE ivationai 3TIHOSAT TO.C.R. W II)UYEP OF$G'ttPIDE ATTACHE SNDS AT I6'O.C. REMOEDWIMOtR DAMAGE TO PAINT FINISH. i STUDBANI)RUCHSIDEARACHEDTO (1)LAVER OF 9QWALLBCARDATTACHEDTO Batd lJ' 3 s1SELF—G.TTEEL SC SEPACE KEYNOTES: ��FETIST°'m''"°*E THE FIRST RATIONAL BANK OF LONG ISLAND -SELIFTSTUDSµAPPINGR3WISCREWSPACE _ _ kO ALONG EDGES AND1 O.C.IN HE GALONO IDGE&µOLI'd'Q°WTNE DB• 2 REFER TOA�0.TFORTELIERNLLLWORNO TNL& ISLAND FIELD.JOINTSTOBECPoENTED VERGCAL RELG.JgNT9TOBEORI EDV"IG 1 REFERTO Ad01 FCR WORK ROOM ANO PANHYMALWIXiKOETAILS. O AND STAGGERED CN OPPOSITE SIDES. AND STAGGERED ON OPPOSITE SIDES. K. CHE DE KTOBEPRCNOEDBYBMMEXISTWGT°PT°BEREPLACE° 11 J -A GA CALV.9R TO MATCH TELLER CONTEIt TORREFERTOM FORCHECKGESK STUDSATIEO.C. G3G']OGA GALV.9TL D.tnl N STUDSATI6 C. -TADS. UNE OF SUB FLOOR S EYSTINGFLOORSLABTOBECUF LAND CLEMEOOFALL µNESNE UNEOFSUBFLOR µDMATERVMSANOPREPMEFLORTORECETVENEWFWISHJJRS ARCHITECT,P.C. B.SA 0301{ASN Q GCTOPROWDEBLCLKWGASREQUIREDFORMILLWO COORDINATE U.L.OESIGN•W19 ALL BLOCKINGREQUIREMENTSPRIORTO°LOSINGUPOFWALLS. SBLEnt1'1PIIo TumPIke.MINISM.IWU5O1= MTITION ttPE to i. PROPGSEO ATM µDSURROUND IN9TAlED THROUGH PROPOSED FF0MDES'ZOWS11DGATHVO.G R WALL.PROVIDE SMOKE S ATM ENCLOSURE FOR PHAceIOP.NI R PARTITION TYPE A\ PARTITION TYPE EXTERIOGGHTSEA.COROINAEOPENNGWffIEAL AROUND OWNENPRONDEHEADER E°NRED. & BASE,BHEETRIX-(AND PAINT TO MATCH__N.WALL \� 9uLL:3u•.ro• �L/ suLE:3R.1u Q7 ��B A11%A evalNvu NEW STADLL0.5E,ROM YFZL.NINE TO FI0.5TFLOOq.TO COMPLY WIH NYB W BC SECGO 10.2 101A-NµOCRATLE S f0.1 1015-GWR0.5 Non FIRST FLOOR WNSTAUCTIDN PLAN! c EJLw 8 (ED:o0 A-103.00 Building Department Town of Southold POWER COMMUNICATIONS LEGEND PLR. r --------------------------- ____ ip ------------------ -- 1 PROPOSED DUPLEITDUPACLEOUTLET Po f•———— ___�� I � PROSED OEDIGTEDED DUKE%RECEPTFLLf OULET PR.POSED PROPOSED—RRTEP�UAORUPIEFRECEPET WILET ® PROPo6EDFO .UFLEXRELEPTACLEOUTLET I 4 -- IQ PRO POSEDSRGLERECEPTACLEOURET L _ ® ® PO PROSEDFLDOROUADRUPLEKRECEPTACLEOMET — 50' IX EX QA PROPOSEDFLOOREPECMREDEPTACIEOUILETElm' �µFAovnRK ® AFF Q PRO POSEOFL URET OORRECE—I.EO = \ O PF PROSED JUNCTION BOX `wG� ON m PO __ . 10 - 19 Y FROM OATAOUT"T Y PROPOSEOTEIFPHONE OIRLET MEETIN I Y PROPOSED TEI RMIAUTIET PROPoSED FLOOR DATA OUTLET Tµis NIL 1VP 1A2538 TELLER 1A26aB ©O! 6AP I ® PROPoSEO FLOOR TELEPHONE OUTLET SPEW- I ® PROPObEO FLOOR TELEIDATq OUTLET FtnBl S dsi...°. we !POWER 81 COMMUNICATION NOTES: ��qpp 1. REFERTOTOLESHEE7JE)FORAWITION—WORNATILNANO TO® M 1 UEGENDS I2 REFERTOENGNEERWGO NGEANDSPECWIGDONSFOR ® O AD VINFTU)N GFI ® 3. CONTRA CID SHALLGOORDINATE THIS PLAN WITH ENGINEERS TELLFA E LR�EF SAND SHALL NOTIFY THE nRCHITET OF ALL o ® I 4Y I<. ADJACENTRECEPTALLESSHALLBEGANGEDWASINUEM—GANG BOK AN[R COVEREDBYA"G E AN O OUTE ATtdHOOM ®® ® E. ENERAL CONIRAGTOR IVLL COORDRATE WITNn RENA F1NAL fM-TURE tnnl S WORNbHALL P1 I \ I PLATFORM 7 GORE EKI.FRSUILDINO GONEOUTLETS INPoBUC-.-. GRCUT RS. TO RENSED LOCATION A PANELb WHLENRREOURED. ® 1 2 3 12536 _ IB CONTRATOR SHALL PAINT OUT ALL FURNITURE ON SLAB FOR 2 LDG AIL FLOOR OF A FLOOR OUTLETS AND ELECTRICAL B BOXES IN L————————— _ e b 6 12 A b9 6 _ UP I PCpORFS ANDBACKB�OXESS—APPROVALBYTHEAARCNITE TAND�R COITEH DN EX 10 ❑0 1t I ALL OOUREp55WIiOlES.NBANB COVERPUTEb ETL.TO AUTCH BULLING GATE 5 DESCRIPTION 10T 3 ISSUEDFORREVANDAPPROVAL ISSUED FOR _._. GEX —_ OIX ® 11. MO NTOETBHORV 4'ABO�COUNTEk MOUµMTALLDGFJ.OUTLESNORQWiTALLVR-ABOVEGOUWER 1027 ISSUED FOR FILLING 12. REFER TO MEW 7ELECOMMUNCA1 NREPRESEWATN FOR ADDITIONAL INFORMATON ON CABLE SPECRIGTION,TERMINATONS ® ANDLAYOWOF EQUIPMENT. 11 MOUNTALLOUTLETS@VWAF.F.UNLESSOTHERWISENOTED. 1 0. COORDWATEALLEOUIPNENTLOGTIONS POWER REOUIREMENIbILOGTITO. L———— Ili ALL EIELTWCAL WORNTO BE PERF.-.-A---® ————® —————— ®_———————®——— ® —————— ®——————— ®——— ®J UCENSFD EIELTRILWN. REN90xs1 KEYNOTES: �REFERS.__ REV. DATE DESCRIPTION �.]P( 1. flNAL POWERNATA IOLATIONSTO BE VERIFIEOWFIEID WITX 1 120923 REVPERSD-STAIR FIRST FLOOR TELE ELECTRIC PLAN FURNITUREVENDOR/OWNER 2 71-4 AS BUILT bCALE: 111'=1'-P 2 PROVIDE POWERASREQUIREDFOREL PLAC ECITBCHREE. 1 PROVIOEF'OWERANOGTAASREOUREDFLR ATM.COORDINATE REQUIREME WS YATH ATN SPECTK:ATIONS. K. FLOOR BOIL FOREIECTPCALNATACONM WPWGTABLE SNALL HAVE EQUIPMENT SCHEDULE GROMUETSFORWRWOFEEOSTOFLOON FURNTUREREPTO MARK-0UT LOGDON OF FLOORR BO%BASEO ON F UI W IMRE PURCHASED. TAOP REM MANUFACTURER MANUFACTURER OEYRIPTION COMMENTS S OUB-STO BE MOUNTEOWITHWTELLERTURRET.REPERTOTELLER NUMBER DETAILSFORMMVDNALWFORIWDOHMOUWMIB-AF.F.FEED FHII O PL O POWERTOMILLWORKMWWEOREGEPTACLESFROMADIALEW KSURFALE PARIT11— First 2 MONITOR MONITOR POLE AND BRACKET �1N National SCANNE 0 IDR ID SUWNER ON WORKSURFACE BAnK LT. PN— FWPAD ON—SURFACE 7HEFCt! NATIONAL BANK OF LONG ISUIND O .—OR DBWIX06URFALE IRANO BOPRDTER DPP ONWORKSURFACE tt1 O COIN CASH REGYCLER ON WORNSURFACEUBHO�ROAouMTF- OD ■/�L O � R DE6T CMOPWNTEft SURFALE- ,1,IVF� I"LAB!"ET 11�J R 5 ARCHITECT,P.C. CASH FREESTANDING OS RETCLER HRECYLLFR 191 FesIleKFMTwnpBM.MIrcaD,M1]5014032 O ATM PREESTANWNO PliB_A,W FIREEST O ITM ON gxVWFwx 9BYa1HFJiS JUL12 PRWTER ON WORKSURFACE UL O /AO24 O ALL-IN-0NE ONWORKSURFALE �R Q L O PRWTER W—PRINTER-LHECNPRWTER ON WORKSURFALE ON WOFU(bURFACE 1LE FlRST FLOOR 16 BGANNER TELEIELECTRICIP ��Wi g! a^ art O MONITOR VMIES VARES GCTLPROVIDEBLOCKNGASAEUONRED PROVDEBOCKNG �0ng®C ✓ ant O ANO OUW PROVDEDBINSTA EDBYO HER tdt�aB®i�ld I s�A-107.00 — _ KEY NOTES Q �GF-J/LL ouciw0wi D wmu N¢v INsuuTEo IR-SJ RIPPLY PNO DUIRDE NR ELECTRIC METER MECWNICAL r Ll�r I I I I I II I —� ROUTE NE WRWOM SNDwN W PEAI1 w RFNUY ABOVE 2 RRPENDEO CFWNG NXFAE REOUIRm DYPJ. —DE♦OWYE HYPER IT EACH RW SUPPv WR TM(TTP). ST➢BCE I n J.DN,PFp /—I.NOYBA Rou E o°D6U°IiAWiInM°FwDIfIAA pOWDE NMUYE E m�� loml g ISR wxD w F. L STORAGE CORK DOR UP �'•J '——w sINIG-1 _s_ _.a i,.�r�J I � J =� °RPw Orw°wc chffL L—J ° rnxslaTAxis It G Jacobsen8 Sl.R EnqAoIkooarina.P.C. 22.10 990 SG.(2M SL 1(10 .(631 NV f f1TA G.(6J1)5BOAf00 F.(BJI)SBOfifOf _ — - wwwjlleP°.mm PAtiIBV O O JHEPm1°C1C23-26BJ mBC] LID STDBAGE 9�gRg 2 fail . �� .muu.n.twvior�o�n°e ( 1 1 CELLAR HVAC PLAN DMEMs DESCRPTION axe uA.ra tog- ISSOED FOR BID -------- ------ ----- - KEY NOTES I I I I Ro o FIR Ro- I 1 TNRWLN ROOF ro ROO'JACK I LEAK OPPOSED H/OE YOTDWIID 6WATIOx 2 NW16H At81 P1nTM1 LON D.YPER DN OVISDE AW OUCT.ACTWTOfl BASN W eD1110.MODEL REY15NxS: A'suP-s.z�-.aT.owPER slwr uun ExIENO Ai IusT°•PUT F___________________r ---------------_-----------------------------------------------------___________ OUciMRKro EwsI1RE PRDPER ACTWiOR YOUNIIHO.ON/PFAro CLOSE REV. GATE DESCRIPTION _ I x N+D wnNr.xEw UreNSUUTED ExIUUSi OUR fRDY LRDuxD 1 111624 REV PER SD-STAIR i - rs 2 T926 REVISED PER CLIEM 1 J ¢ODR To-FYNrLn FN TO GOOSENECK AT ROOF.IN—wwE I uP u, o M p ESH SCREW AT 1111E IF E% 11 DUR. A 1.NRN6H AND WnALL NEW RRE D.IIPER W BUPRY NR WLT. I I lul I ® n Exr1xFDRMAn . I I I OFFI E OFFICP A First ® National I T, 1 I 6YNK L, I II/D THE FlRSr MOIMRANKOFLONGISU D N 1 I 1 15uw IMENDxALi nul RR9TNAnOWLDWKOF LPxG • - D 53LJNNH PO.o.ut°t Flt I-� 1 r\ I� I I I I I soUTHan.xr 11911 I _ — L------- i- ----_ _,. IRS ARCHITECT,P.C. IBIFa:IxnawrYnvae.runnlanri3w3aau ' 1 ; JUL 2024 WN6nnE'ME INEICELIAR HVAC PLANS 8 I DMwN Bv. ON DATE Tnra3 ----�Building Department L--- --- --------- Town Of Southold l 'Z 1 MEZZANINE HVAC PLAN v x I- roue VM0 VA•.r-D• Y/!A °"°"`'� L± 3.00 I � I I I I -- ® I =� AREADFWDRR LEE up ® ERETUMG Jacobsen 8 Ho an Enoinee no.P.C. C]Q9 990EOutA 2M St.RWNROrAR9m0.NY/1929 IT __ _ _— _ O:I_)SE. F:(631)580-6101 wWxjAO . / BREaYROOM ® TEMLLEER 'HE Prtyecf R:2pc mm 3-- ® 9 _ I _ m ---® ® - TELLER p `UNE Of MEZZA UFHE A110VE N j4__= r,vuo x0 A vvi� K AT M .Laura ® ® PLAgTpFEOARM � � - - _�� ® 2 p �\ -- \ F+DTI DATE DESCRIPTION L `OPENO_\ - - 101423 ISSUED FOR BID UPI cm -- ® I I REVI40x3' REV. GATE DESCRIPTION ® 1 111624 REVPERBD-STAIR L—————————————————————r—————————————————————————————- 2 7W4 REVISED PER CLIENT TESTING,ADJUSTING+BALANCING SPECIFICATION KEY N TES E„TI„FC.-DO TES PEAINGFDRIUN1 BALNICE ON:CwO. 9.(uUU1BER OF COMPRESSORS OPEMTING.ALARMS PRESENT. NOT USED. "'(2LE.B 1 A/C SnTENS.GF-1/CG N.D ETOI. First T INCL�.FMHE FOLE �J(National OMDEGIHE ENGINEER WITH A PDF 10.E OF THE tTF1r NO A iu�rvc GnxO RAl nxcwr. NOT USED. Dank LY 2 _CINO REPORT FOR REVIEW/APPRWAL 1010.1.1.NINOMO—BAWitE THE.'STI.A/C—US uc IO BE COUPLLiFO AND MPRNEO PGOR 101 TO THEIR DES pEPORi�111WE FOLLOWING FOR 1HE a.NRNI Ax NST IEw BATNROON IXNAU$ 6 E LT.RW U.FROM TO THE ExGwE 1.S PUNCH oln. NEW E)Ua ST FAx UP O GOOSE xECN AT SLOP JI iHEFlRALTE ONAL BAN SOFOIONG ISLAND A/C SYSTEMS: 4.PRIOR TO PERFORMING Nq&WICE vD°FY 1HAT ALL 10.12.1. PUrt WFO(HP,VOLTS. 5.FuR o AN INSTALL PIE CLOCN FOR NEW TOILET EXHAUST FAN.TX.INSTALL 5'-D•AFi. 1t 1 IERS�FNVE BEEN REPLACED TO ENSURE ACCURATE OLL�EOTO�E ETC) R µATE RNAL LOG90N WI81 MBD. 0.1.Z.2. FAN BELT SIZE(S)I O-11 OFF-N 6.NRN6H AND INSTALL NEW INSUTAiEp 6 OUTSIDE AR DUCiWORR. si°ruiHNVWn nOA1O wPiP- PULLEY SIZE FOR ALL FANS(N n ) (R-) tB 5.IT IS THE BUANCER'S RESPONSIBNTY TO IDENTIFY 0.1.z S: TO NRNOW CM(SUPPLY ANO RETURN) OBSERVED D IDNE FROM THE D pN�OUp ON DFUH qG5 '1'2'S' SPEED,SPEE ' IxsrAu RELDGTm suvvLY uR OMCEs.ctF.w aq DMCEs PRIOR O RousrALu /�1 �E7 ❑p -,� ON THE BAuxa REPORT(E.G, wss +o.1.z.8. Fµ o.RPu J R 5 ARCHITECT,P.C. SGNMR ENCERS BEEN VOLUNE DAMPERS.COSED'SE/SNORE IO:I.2.R: AN SUCCTIONNGPRESSUREREn GPo O RDnSfuugO v 1� V ]81 Fsst1GrINOTumpiMe, DAMP I2 TO ACROSS THE FILTERS,NYD AND DITEND RETURN DUCTWGRR AS REOUIRED TO CONNECT TO NEW DIFNSFR LN NRnroIR.NY�]�iaE F.�ir�i jT"`ARFLOW AUCH IW DEVICE 10.1.2.1 AMPPEMGE FUOGNcsE INING EUREME SUPPLY FAN Princet9n,Nl TO DESIGN NRROW PATE♦/-MITI. 10.1.2.12.SUPPLY G RETURN WR TEMPERATURE OWES 6.2.1. TO DESIGN AWROW M1E♦5. 1, 9. 11.2: :p=1 a"F;HEAG FUNN PE IF JUL — 8 AN.,wFPoN'NN E NON._ BNOTHER6 n N SUITS D.C.,R N.RINGS). 2024-IS IN(5)/A5_BUnT SHEET METAL SHOP 11 I,oNGS INDIGDNG ERE 1MM:RSE POINTS AND VnxO nRE GROUND FLOOR ACCaM FncE NIGUICING ANY RFAOxGG WERE TAREn: HVAC PLAN B.P={YIFM%I S'OT E N VCEG 11.HEIR A.NR Building DePartment 00 EIxALEPo50111N5.OTHER DEVICES Ix iN09 AOIUSTED AND Town Of Southold � 0 l 1 GROUND FLOOR HVAC PLAN rwIE v4A4a V•'-r-o• M-104.00 F.F.H.TO WCi SIEEVEUSEEN�� D.RUNT TABLE CUVAM2E0 I-1/2'UNSTFP CIwxND' I-BGu OR BAR JOISt(1M) - NKL OPENING AN-SRE I- IN ON TOP AND BOTTOM LMLEL UP N S. 1-1/211-1/2'a,/0' UnGTRUi PIPE CLAW ASSELIBLY OR ERN C-P.B-LInE.FIGURE TOP OF oaN DUCT ELBOW AIxCS FIBE M1ED WALL PAM010x 53'iU 04' 3 a2'.3/18' �qU O�EER..AT 1GLYCOL NFES w/ PER3NFRN°LRECONNER'RO TiDNS. 86'TO,20' 3.2.3/16- IORU RODS SECURED TO J.GASKET AT PIPIxO COM CDIIHG STRUCNRE AS REQUIRED. �Y T BEADED ROD SIZE TO VwIE rP R CLF1.1111 Ox B n / COnOURING�k ELECTN F PIPPtEE.0 T k SUPPOM WGT. � NOTE:REfANInC AxLtEs NuSi TAP / REQUIRED 1— ENIS k rowCER /eouM TO voE9 k TOP As REDuw6o? s, .'% BTU c's.AND nmquT Plt,x PIPE cIA31P, ((A'ion 3 k SS AW PPE:x' CONDUCT Du `" IAWUFACTURER NRNISHED SLEEVE. OR EOUAI,m 3/.'CONOurt OR VACEA E). SEAL ALL AROUNBJ R STl PIPE HAVGSIIE uE owPER - WCI. Ref xmF tEU (TRIO. REMI-F CD11ECnOxS. BASED ON BUSKIN.MODEL DIBD2, PFA PIPE k"E B)100, AgEAOFwORx Sinf B BOOL TM. B Au Ix A OR"BOITOY'D S =]LY 'ACT NWNTED W NFPA 90APECONPUANT k I51/2 TIN RATED �/ �, ,� I e�N'H CRTEEUTFIxGX A PINE S E E FOR W LL/BOOR COxSTRU nOx. 1 1 ]DUCT TAKE-OFF DETAILop CPA PP ROVED I TISIONnQN IRE BA TO EAPAxSQx BOLTS_ FOR°�6Ro. ICH Bf-E DAMPER T5 RYP.) YNE NlB NSIBLE NN RUED fOR SOf STMGMD 96l MET NfPA NSPTANTS EMLURE Of 5V5TEN.. / DO Ox1 ONOVM ME FOR FIRE0`NNEEIb 0.D Wu1 Jacobsen B HQrdn FJloin.... P.C. HMCERS U.NOT DEPORN DUCT SHAPE / `i/;:� q pEPES k HANGER SPACING* BSO Swm Yne sl.RUmY ,k_Nrims gE6WWAY CONNEPNN(Trr).J DwPERS IN VERTIGL DUCTxORHF iME N OETML 15 SINDAR E11 PT O—ERS Sw L O:(63f)5B0.6f00 F:(631f 580.6101 BE SPRING L 0ED. E— — SROOS.NiRES F1RE pANPER RuuE iD H MAX.VE i. A23-633Sfl LEES 5). 5. ACCESS DOOR IS SHOWN IN SIDE OF PNING NAIERW. JHE Prtyecf 4'23-?6B3INSTALL JIBEEL ON NALL INDNAT (NOTE A/S)' —11.1F NSDLE UN.IS YORE SUITREONREO NO.Of PIPES k CONDUIiS. SP�'GO DUCFINE RELOGIEACCESSDOOR5RU!UNISTRUT 6-0 O.C. OR COPPER-ALLDrFASTEN TO SLEEVE(1 W). CO APCn`VONNbIN1R�IB°E SUR JD"T IRS, 4 AND ASSOCUTED NUTS AND BDJS S—BE SI4Nl£ss ST PPE rvx I N s B ABIM ALL PIPING. TUBING OR COPPER-ALLOY 6 10 THINS (1-k'k smu1ER) ). FIRE 1.RR,FOR DUCT HEIN1 ET—, nuN x4 IN.CtFO az W NB STgwl. NPBDIGR OR(I-V AFEF WiGEN) EHE MNPERSIN 1 3 1 FIR=DBEIE—FOUND E DAMPER FOR RATED WALLS DETAIL l 4 )PIPE HANGING DETAIL M SHME ISNUMA1"EO OC..IE NTN EGNE NTS Y RDNFORCING ANGLE SiIE FOR DUCIw R NM FASIENEHS NCT 3DIT 5Pe HG ITS<uu N.si SIDEAIVD ufsluu DATE DESCRIP TION I0I4R3 ISSUESUE D FOR BID .9 r0 60- I I/S11 1/211/e'O N' 61 10 96 I,/211 t/11J/T6'm 2.' RAIJGEN ST S .,/.•0 2.• MINIMUM PIPE INSULATION THICKNESS(THICKNESS IN INCHES) HANGER SIZES FOR 2020 NYSECC TABLE C403.11.3 NON PIPE OR TUBE SIZE(RICHES) 24•0EL RU. RECTANGULAR DUCT TENFE.2EPEI�GE ND NED� F) 0 TE.--IND <, , D<,-,/i,-v2 iD<. .TO<B :B 60•aA NAc D UCT —E CF) REV. FLD (WEP ,wcLE REV.SDATE DESCRIPTION Nun COIVFOqu TO UIEST Sw<N.A HVAC uETAL DUCT STANDARDS UP TO o1 HON NONE 32-O.J4 2S0 5.0 2 7M0 4 REVISED PER CLIEW •I/e' - -. . 2 a I/BN NONE - - . ( L )DUCT HANGING DETAIL £`YES"u m � B" s ND E.2u.NTd TO BE TIGHT AGAINST DUCTo 1/B• - . - f -O.r ENr1xF0RNAr <.D 0.20-0.26 5D D5 D T.0 LQ I. First 1. PING INSCE TTDo EKPO µD0TOWTHEHE P FNER A E.B-TPnou PROTECTED FROM TDnNAGE�INCLUDING THAT DDUEE 70On oNI`.WOAD LREPCRUzo2o T S 1 J National ETNANON CODE SECTNn 40J.,T.J.t.ADXESNE TAPERS=NOT BE PERR"O" BOnktl- vPEN1TNS'THI.S IONS—ON CONnNu0U5 VCEPT rmERE THE PINING PASSES TnRDUGH A FRUUHNG xEueFH J. REFER TO 202D HER VORN STATE ENERGY CUNSEB -H CODE SECTION a 11 FOR ADOITONu ENCEPTNNS. THE RRSTNATIONALGRNHOF LONG ISEAND PHIS I�JRS ARCHITECT,P.C. JB5 tt JENM4 TNmphA ft.w.NT 1ml—I32 PND.R,N) EPRBN HE "� W CIO SEQUENCE OF OP SMD PATIOFAN SCHEDULE '1/11VrylfSEQUENCE OF OPERATIONS UNn NO LUGTIpx $EBVICE CFu (1H'NG) R EnCL YOv/PHMZ gANGEN iB k u00EL O ILBS) mNEN(IN) SPECW.FEAiuRES 54 IT— S00t15/I/6D COUNO L5@IHHOOCN IJ t3.1,ag0.6J DEIELDu0UN1E0,GMVIIY[PAIEOH FM1Exune TM TOILET ROOu Ey M OUNTED.FT RY O JUL - 8 20240 5 SCHEDULES EET"NANER 2DFA M-501.00 Building Department To1i(i6"1 o$3C*uthold I. OSHA SHOP DRAWING° 2.15.1. Ai5 MVLLTON OF THE JOB AND PRIOR TO THE ACCEPTANCE METING.ALL 55.6.1. IIJS.AE ALL SUPPLY MO RETIRx AR DUCTS AND PENUUS WIM A MINIMUM OF M" REEQUUIG.EOGPIIEW.AS WELL As AIR OENCES, FILTERS.ExPORARY OR OTHERWISE SHALL BE CHANGED OUT WITH NEW FILTERS OF - I UUTIOx WHET LOCATED Ix N ONORI em SPACES MO WIM•Mnluuu OF 1 t .S.TE7 Dm TTIS DONTRCB SHALL INCLUDE ALL LABOR MD MATEWAL,NNNSHED 1 t31 DUC1wORK.PPWG,WACCESSOMES, ERS AID SUPPORTS,FILTERS,CONTROLS AND THE SIZE,TYPE A'D 011CIENCY STATED ON THE CONTRACT DRAWINGS. R-B wBVUTON WHEN LOCATED iN RIDE THE ¢DING. AIDN.LE AS IMPUED Y THE MECHANICAL DRAWINGS.THE WORK IN GENERA S YRRING GMDRIYS,GMPEAS.LOWERS.BMEGARD RADIATION MD REFRO.PIPING. SSZ. E%TER OR SUPPLY&RETURN AN DUCTS TO BE MSUUTED WTTH MGM BOARD(N IPUFM&ACCESSORIES.AIR DISTRIBUTION, u WRITTEN REVIEW DOuuENTS BEFORE DgOERING OR wSTAWNC ANY MATERA .16. INSU_0 W/WUMEAPRDOF MASTIC COVFRIxG. wSURAUiION.ISlE51MN.ADJU NO"o SBALANCING.PLUMBING,SUPPORT SYSTMS, SOAR CCOOMPPOONENT FI MIINIIMUM OIJ`R OHTOTS OF ME cox SHOP GRAWINGS ME TO BE 22.16.1 GALA A-FALL 20 GA ES DRIP PAR WON WELDED SEWS.CAULKED JOINTS AND/OR MATED 5.6.3. RETURN AM DUCTSNG CUOT H°wnH O BE I ftLATED YTMIENE RUN In AIR C,...TUNED N 0 E n ME NOT MGEPIABIE EXTENDED 6-BEWINO FOOTPRINT OF G EO REluNN,Ix Lf11VN$ ROU OF INS .t3. UHING U OR GOVFUE�NG ANY PORTION OF THIS W STATE AID RAFONAL. ORK ARE HERESY MADE STAIDANDS AND UPART OF LATIONS 1.133' CONCEPT OF THE PROJECT MD GENERAL CONPLWICE WITH ME E"FORw,t10n°CNER 2IT Uxrt,MURAL VA IN I TOP EDGE FURNACE No BE ACuSTCULY UNEO.U 3 e 5 SUPPLY R°MAKESS(wGLU INS BE OCM•0"R°KU FOR AR UNLESS 000LE0NOTED CO CMSEEgS)SE. MD MSPECIFlGTDNO INCLUDING BUI NOT UMITED TO OSHA NFPA 9G suet ONTIMCT ItOCUM N 0 rouuENTS OR...EMIS IMAGE ON BE N N-COMBUSTIBLE.COATED,ACOUSTIC FIBERGV55 DUCT UNING,MPUED° FR_RNRESH NDUCTS,-1 1-t/2',6+DEMRT ROD MEAND vnT,vMOR MxR%E,MD NEW TORK STATE MECHANICAL,FINE&ENERGY CONSERAAR.N THE SHOP OMWINGS DURING MSHREYIEi"DO NOT RFLFEVE THE CONTRACTOR ANON NA INCH THICK ON ALL roUR SIG.OF OVCI INTERUR WR SMEs INDICATED ARE SELL/ALL SERVCE JACNEI.HR-OYINIYVY. COxSTRUCTKIN CODES. C11 p EFFECVgE 11 SHALLVNHDErMIDNNCLH OE MPRUAI4 OF AN SASSEUBGLv OF.WN CH TIE NEI ERE£BRE NTpi LINING.N PE/SE OUR SIZES TO ALLOW FOR UNIN4 y LDS SUPPLY AM&REURN DUCTS.WHERE EMOSED:1-1/2.61 G.- ERE CONFUCTS EAST WITHIN ME CONK DOCUMENTS.HCOEOUTESCIELD P`ATIOE I°T E M S COMPoNEM,CONTIUCMI ISURES....FOR;DIMENBANS(TO BE CH - AH Iur.Ra RI V R SFA/ALL SERVICE JACKET,1-1 MINIMUM.MAS ON .I.]. ,HUH TO ME SUBUSSOu OF A BOLD Fl NFRLI.MD CORREUEJJ AT THE JOBSiIE):wMRMTOM THAT PERTNNS SDLELY y' i aO.,rnn.M e� 56] "E"NOMO111 NEH"SUPPEYEALP2&SRENRN DVClSnOWNERE DONCFNED:I-1/2"FE%. MW OFv.Uwc E WORK PEPRESENTNG ME NIGXEIi COST AND OUALRY, M ME FABREAR.N PROLE556 OR M ME uEMS.uEMODS,ELnxIpuES. ]] LING NOR SHALL BE pmFORum Br M INDEPENDENT CONTRACTOR WHO S F°IB.cLMS BLINKS W/vAPOR sfu./ALL SERVICE JACKET,R-fi MwIWu. =_may OUENCES AND PROCEDURES OF CONSTRUCTION;CDOROIMION OP ME WORK OF A MEMBER IN GOON KSTMOING OFF.MEP ASSOCIATED R BALANCE COUNCIL OR RW OTHER l1�CJ[J!\I EwVUIMPAN OF E%SIING CONDMONS Es;AND MR P.FORUINO ALL WORK IN A SAFE MD SATISFACTORY TI r gK SIT M.CRRENLLY EVNAINE THOSE PORTIONS OF THE GRE ANI PRESENT M"LLNHNER. wHALUnON IS COMPETE MO FULLY OPETUTONAL °. - GL AcasSOR Fs wO 21 BUILDINGS AFFECTED BY ITS WORK SO A510 BECOME fAMILUP WIM COSTING 61 F EARS MO uR CONDITIONING WORK SHALL BE NRNISMED AND CCONDFROSNUS Min DIFFICULTIES AASSOCIATED ITH THE DIECUTION OF ME YAW(, Al..DRAANGS y.B. THE SUBCON11UCrOR SHALL.R51.ADJUST MO&uuFCE AR Y°W AND WATER .' ACTORS IF.BY i ER RFARECAN ITS C SHALL BE Of THE PROPER TYPES MD BEFORE BM x I Iq I -BMLT"DRAWINGS AS PART OF THE WORK OF THIS GECFION, ERTRIED RE`SYSTEMS 10 THE q UMTMES INOGCEN ON THE DMpINGS& INSTALLED PALE MOTORS SIO-S. 22 aAND BE DONSTPUEO M ENDENCE THAT SUCH `URN NTINA MR SET OF NWAR/SEPu TRANSPMENGES MO iW0 BLUE SOU• U`MriNA CERNFlm RERORT I.CmOwG: RECORDED RPUR. P ulfA[Wu5 FOR LABOF,mUIPNfM.OR LNEOF�[OP"IE,IRDIGnIUG W A NGi MO ACNMTE MANNER.A COMPLETE RECORD RENRx6iEUPFFUMRES AND SFATC PRESSURES MD FM,MOTOR MO NR OUTSET GlA 6.2. ELECTRIC SERVCE ONES TO u010R CIRCUIT SWITCHES MD StARiERS WILL N EAK'NATTENUIEANLS"SEOURCDFBSECAUSEE OF DIII[VBEES MADE,ENCOUNTERED, 9EC REGOOUGDiETIVE �TO ME ORIGINAL DESIGN Of THE WORK. 3.9. TAB.WORKS INCwDE MY ES TO PULLEYS.BELTS MOOR THE AODMON NRx15ND AND INSTALLED UNDER HOMER SECTION. coNsuLTANTs: BEEN E n n i 1.15. OPERARNG AND MAWDRANCE MANUALS OF ANY DAMPERS/BALMGNG VALVES NECESSARY FOR CORRECT BALANCE AT NO J..b3en 8 HDAan Ennin)Brina,P.C. t.]. nuEAAuo uaxrvER a f%ECUnox a W9RK I.is.l. uPLEFO1 MD ACCEPTANCE OF THE WORK.FURNISH TO THE ENGINEER OR G TILL Z, BpySTpg$ 990 SOU.ZGB EU Ronkonkoma.NY 11118 ..I. WORK SQL BE DONE ASD aEDM0U5LY AS POSRRLE MD w SUCH A MANNER REVIEW 5 COPIES OF wPoRM INSFRDCIIOxS ON ME PROPER OPERATIONRTHE AND ]10 L E BUSIESS OF ME COMIMAM1urHNNSF OF ALL EOUIRMENT AND Mvuuius NRx¢HfD UNDER MI5 SECTION, OWNER'S N PFESE NOT BE PE IF wSHAUL E PI NOnnunon G ENGInEE"& 7.1. EECTROwC DEECT-COUPEO(OVER SHAFT)ACTUATION SHALL BE PRONGED. O:(631)580.6100 F:(-A SBO C- TENANT OR OWNER.BUBuIi SCNEWLE FOR HPENEW AND APPROVAL_rNE 1.15.2. MMUFAL�SRfRS MECHANICAL MUPMEMF PARR UST OF ALL NNENGNAL O CNATEDAINE ONE OF YMUH SENT BE PRESENT,WORK RG DISEED wNj 23-2683 SUNANTJFIRL SHALL HOT SCHEDULE ENTRANCES OR PASSAGES On ME OWNER'S UST.ON ME EGVIPMENL SCnF ES,ORA.WS. ��DEGGMim REPPFSExiAlrvf PRESENT MAY.AT ME ENCINEm'$DISCRETION.BE >2 ACNA R S LECMONIc WmLOAO OR DIGITAL ROTATION SENGxG JNE PVgecf#:Y3-ZfiB3 R OUwm TO BE RE-PERFORUEO.FNE COTES OF ME REPORT SHALL BE SUBYTEp t0 THE RY TO PRENEHTI DAMAGE TO ME ACUARGR MROTIGGH`twr HE ENTIRE R ON ELUE1.5.2. BWSFOSRTAOAIDN OFRMTATENA ITME AID THROUGH THE B ODIINY BE uu1EEESUBJECT CONTROL&WRING DEL NUM UST SHALL CANE ST'SEu NUMBER,'URIIH NUYBER. ME PROTECT ENCMEEA. C`RCNIE ACNATOR. i0 OGCiNATE THE PINS u00EL NUuam,AO uMUFACMRFA'S DARNING xUUBm. nCTUATOR AT ME mG OF ROTMON ME x0i ACCEPTME. RESrRiCIED YES°URGE AL F IE TENANT MAL BUSW.S HOURS. 1.15.3. CLEW LOFT OF EACH FULLY PROCESSED SHOP DRAWING. q. WORK Y d GENERAL SDOPE OF WORN Z. - !t. PVT OMERWSE TOED.ALL HVAC PIPING SHALL BE STMOWO wEIOM STEEL PIPE ']' ` EP-FNLUNE(_BU LT MPUGMNS,TT INTERNAL HOUSING.NON-.CHANICN.FORMSSPRING " A.I. THESE EPo If1GTON5 MD DMWMGS µO LNLLND.TO NIUDE ME COMPETE 21 DRK.COC SP 0 O S BE C F WEDm FrRINGs H ISO PSIS µ,IRON SCRFwID FTITWGS MO nANGES MROUCN 2-1/2'MO BUTT YNECL SA MTPSHALL"TBN BMUIELN_51:7 TOR LEOF OF SHOWN On ME ORAWNGS,IxCLUGNG All°CWTEGO"•GLLVMRED SiFEL Of.CAC-FORMING GARDE N ACDORNNCE WITH ME WELDING NEC.FLANGES OR S AND ABOVE BUT HOT If OF-MRND 1. E NRNIS IN OFF LIBOR.MA..a..EOUIPUEM.TOO., pECOMu. T URRENT.rtn)n of sxACrLNe:"HVAC DUCT AC AJL TA. ND SPIO�SE"MWRE ACNAlOFS SMAJL BE CMME OF BOAR CLO[NWSE OR E S EC MD GENERAL 4.2. : PIPE -/Y IN DIAMETER AND MGM.SHALL NAYS MSIR"�EWL - E SPRING REURN OPERATION BY 9YPLT CHANGING THE 101WIc K SCALED DIM.GONS ME NOT i0 BE USm. ANY CONSTIUCr _ GANGS..-MD FLEn9L£'. OnNErnous TO�PNUNS MADE WITH COUPMIO"itµ ORFMMON. LOG TRAN�IIGH BE IOU IM F`RO MOUNTING THE A HEIGHTS.ETC REFER TO 2.2, M As H.U.0 PR SIF C-/3'.N MAUETFK swu BE COxnECIEO vnM SCREWED.GROUND+orxT uxlo s. 7.5. NOS.FOR EE�iGT SHALL BE ALL NUGFM HA.M- .UWING5 PRESSURE CLA INSIDE " E"M%'LL UUE SIZE MARL&VALVES AT EACH INLET MD OUTSET OF UCH PIECE OF PROPORTIONAL ACTUATORS SHALL ACCEPT;0 T,10 VOC OR 0 TOO 220 CONTROL ARCHITECTUSIZES ME OUIPMENT. ANDTHE NHALIRADLTOR4Y°R BGSiS. NRNSx MD Ie5TALL ALL rvEw MTEgIAtS MO$IMLL LESS NMESYPPoRR.FMTEIJFAS MD ACCE550R95 SHALL BE GALVMRD STEEL. ACTUATORS SHNL PRONDE A 2 TO 1.11TPOSITON FEDBACI(SIGNAL o NICE w.Y. IE-OR RELOA ALL. TER AS NOTED Ox ME GUWNGS.BASm ON OWENMONS. e.3. COLD.HOT MAKE-UP WATER i"ORCOGST°ENEATE OHS°LDFPIING SHAI Ja Ms ESHC SUBCOuiPMIOR. EQUIPMENT REuOVID$HALL BE MSPoSEO OF'aY ME 2.1 ALL DIOttJMN S1Mll BE SEALED NRRGHT PER SUL CLAS'C'. TER IuewG wrtH WR n E BE T.6. vAyo C ALTuatogs S�OPERAS Ox CLASS 3 WIftwG MO STALL HOT 2 q UNLESS NOTED OTHERWISE.CLINCH COUNTS.OR BEOT TAPS,ME TO BE InSIALLED AT B°USED ON SA/,LL u"DERGRO UNDERGROUND BURIED SOFT TEMPER TYPE'K'COPPER TUBING SULL RE"I E�1D iXM B RAGS FOR OE MPUUTOVNA .. MO PIPING. S i N OVA`O'A' PM .0 SHALL nOi REQUIRE MORE MhN 1 I.S. MMTEE THE TM POINT FOR ALL DUCT TAKE-OFFS.BRANCHES AND GRWLES. N M ACM1l ,.IS OPEMTMGGOON-VAC FEWER SHALL NOT RESUME MORE THAN Il DEFECTS FOP A PEROO OF ONE v REFERGEAAM&GLLurtLCOPI R�L BE HAND eMwN TYPE'L'OR'ACR'COP.SIFROM ESOF PI ACCEFIMCE OF ME IxSTA-RON AND ANY PORTIONS OF THE 2.& LuuE DAMPERS[MD) �'�' R nRIN J Y T.T. _- n�FEMRN ACIUA�ORS S GHALENA E vE�ETMERNAL WNUAL HEAR PEIFAY Mu6NTs. .PWALL K WHICH DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR Z. PMCHE AND I -TIE SHALL eE DUIPPm W/MAMMAL INCLINE O.AMPERB MEDTING MI q�8 SPECIFCMON.NLGELLS SW1L HAVE LONG RADIUS SWEEP.PR NDE E ACLU I.NOT PoNERED. REDI Ix A MMN"m�GnssAnORr To Mf TEuaxi OR OWNER.. MOr T. sAufswiERUL A O_WCT W WHICH LHer ME IxsiNEo. uwuFACN E c uu FSSORIES,PncH SucnON Gs PIFlvc TOWARD O GVeHLEiOww"oR THs PURPOSES NMN 6o WN.-iB.TOROUE LVPetITr sIULL 1uvE DATE DESCRIPTION 1.5.3. BE GIARMIED AGNST DEFECT*NOR A PEEENIOD O FIVE 2.E2. DUCK UP i0 B'HIGH OR LESS SHALL HAVE SINGE BLADE DAMPERS.DUCTS OVFA COMPRESSOR. A LAM K 1D14M ISSUED FOR BID ALL COMPRESSORS HS SHALL M OP ED ACTION uULTBUDE M"' DMPFAS. upxES5OR WHICH DEVELGP DUPING THATEnuE SHALL BE REFUGE➢MO` 2Sy SHALL. E,pS sHP05NL DOVE.LACING°VMRANi HMd£S.WHERE OULis ME 4.5. wsTE MD vEM PIPING wR w BUILowG SHALL BE TIO-HUB'GSi IRON WrH i.B. N WUTw ACTUATORS SHALL H4vE EXIEPUAL.BUM1I-Ix svniCH TO ULOw THE REFAWFO W A MANNER SATSFALTORY iO ME 7ENMT OR OwnFA. WSUD MLONDE A STANDOFF BRKKEf MO E%TENOED PW FOR HMDE -HUB"FITTINGS.JONTS SHALL"BE WDE WART EVSTONmIC[GUARS SECURED OV REVERSwc OF OIflELDON OF R0iaTI0x. t.6g REMnS AND LEPTIF1'A. 25q R)NMOUNRING F°T"iAEE INSULATION. ACCESS DOOR WHERE VODUE DAMPER IS INDICATED SEMx STEEL BANDS AD CIALPS.AS AMUFACFUWD NT CUYP-ALL'125'OR T9 ACTUATORS BE PRONG,WM A CONDUT FITTING AN A uHNUM THREE-fCOi M uFCEssWY xOTCES.TIE DRAvnxGS MO SPFCIDGirONS WM ME ON a ARY ORUNAGE APING UNOm GRACE LEVEL SUB SHALL BE q ygE&SHALL BE PRE-wYtED TO WUINATE ME NfGESGtt OF OPENING 1 pEPARTBENTS HATJTNNG JURISDICTION,OBTAIN"PERMITS OR LICENSES NECESSARY 10 p OO PREB`SMN CAST A 4 RON SOIL PIPE MD FIRINGS.JCwR SHALL BE MADE BY THE ACTUATOR HOUSING TO MAKE RERHICK CONNECTIONS. AULWATC[OnMDL HARPERS(EWE ED RING OF EIASTOMERIC MATERIAL. 1.6.3. AN GEroR INSPECTIONS v D TESTS OF ANY OR ALL PARTS OF THE WORK AS t E SANE M T.10. CORRECT RECT SAFETY BE HIENI IS AND UBORAIZED I STANDARD BZJ STANDARDS. AS YE1IxG REGURED IJFUFY COMPANIES H HANG JURSOCTION AND HAY ALL DDAAYPE 5°SHALL BE OF�GALVMIZm STEEL CONSTRUCTION. 4.6. ALL PIPES SHALL BE NPPORTm AT PROPER IMERYNS SO Mai OENECTOn WILL n01 R GMRmENR AND RECOCnRFD IxW51HY STANDARDS. FEES OR CHARGES FOR6SZE 2.1.1 TRIPE GROWS OR DOUBLE SIN.ROIL TYPE E t/e NCH. N PIPING E A v ER GERs SHALL BE SFNS SHALL BE OF EJ 11 NNYL SIUDONE OR MMTMLE PVC CGiFD I"UMpN ON OTHER U,E OF THE INSUUPCH WITH A NET%,L 9ME0 TO PROTECT ME ),I I. Att 1 S-BE 111,FOR A uDRUUu OF 611.11 FULL STROKE CYCLES AT 11 Es IXY6TER 1.Havcm INALL BE INSrAILED IN OWECT DOMACT WnH r TogOUE MO sW1L pwYE A 3-TEAR wrvUFACNRfR'S -SONS! °TIROiE ENANT OR OWNER OF MY WORK OR ruERNS WHICH NOTTHESW,TA 2.5.4. BB ANDS SHALL BE STNNESS STEEL OR SYNTHETGL-V YOmED.A%ES SHALL BE PIPING. wMBW1Y.STATTS"SROS ME DOTE OG BSTPIIATIOR FACNRER SH4L BE I509001 1.7.1. t IF III MPL.r�TE TAWS MD REGULATIONS BEFORE PxOCEEOrnG WIM HE%AmxALLT SNMm. a> DIELECTRIC FITTINGS PIPE CONNECTIONS WHERE MSswILA METAts MRROVm EOUAL. BE A'S MAUJUFACNRD 6 BE11O,TRACE HOOVER 0R RREV.�GATE DESCRIPTION .. pROnoIEE AT uL FlED.eCTun 2 ](J20 REVISED PER CLIENT °1 A"MATERMLS SPECMm BY REFERENCE TO A SPECIM STANDARD SUCH AS ME 2.T'1 UU CONTROL"TUOWHTMER(EA9M5 L p .BLARE 5ME INTER AMOUNT OF ACTUATORS TD BE CO°RANATED W FIED. _ `MSTNTE ATERIAL,SPECffIGnONS, ORATTASSOCURONG" 2.22 DMPFAS SIMLL BE ME SAYE LMIERA M TEES DUM In WHICH LHEY HE q.B. PPPNDE MCHOPS&UPMGON LOOPS TO ACCOIINi FOR PIPE F%PMSION. YILAA SNAGRD SHALL CO.-E 9 THE REC FRENENS OF 2>3 [YADES SHVL BE OF ME TRIPLE WDOVE OR DOUBLE SKIN ARGIL_E BUDS !9. WERIOR HOSE BIBBS SHNE NI FRONDED WITH K1n STOP&WIM VACUUM BREAKER. THE xAL STAR 11N THEREOF E%CEM as EDGE SCALE SHALL BE OF EORUDEO NNYL SILICONE OR INMTMLE PVC COED PH E A MINIMUM OF ONE BEB WHEREVER THERE M A FLOUR OPAw. IIEO BTIME,CLASS ORAGR CEEp TMrs01Fl5 DO CH I BESUO ROE RENEESi D. RIGOR DRUM 51wLL BE JAY R.SMITH FG%231278 W/C.I.BOOT&NICKEL BRONZE BE G=ESS STEEL OR SYNMEfOLLLT YODD.A%lEs SHALL BE .8.2. UHOMi0RlE5 LISTED OR VaELED OR°NL IIEYS 3.T.e. STEL TIE MVrouO LV SHARED- 11 MJUSTMLE.B-t/2'ROUND TOP SrBVNER W/]/1"GRATE.y"OUTSET uox. MELED_HOT BEV.BELJNG Is AE IABE.ALMS RHUH MEN.NOT B tE0 OR YANUFACLURER.°UCH COUPONmI OF Z.B. LE uR Outis ARE INGGifO On OM suPPLv Duci MD 4.11 PgI00.LR TIMING. OT BE PRESSURE TESTED 10 1 5 TIMES ITS WORKING FROM A'R.Ocwz. u"aEOE`YrcEMMEY SHALL NOT E%cED s FEET IN Lu±Gi1i.BDEr�rannmrpfts sxAu BE aslcP,wocNDJ%ER a LARGER.PRESSURE SHALT nGD PoR A ExiwfORMA ASSEMBLIES SHAD BiE E°R ED BYMEST SEVID WITH]u COUPMY B00 SEVA,F AID CWN.WnH 10UL'RPE NO-10ARGHFTE BOPEBOO IT ENGINEER B ZERO NcESWSNAcn LFiI°ssa NST SHALL BE WIM-1D HY upouEMSENO�SOHUSTm RTORMAPxm mu x0i BE ACCEPim IF CLASS 52 STUMF55 STEEL CLAMPS. IGERANF SUCTON%PING:PRESSURE LEST PIPING SYSTFN t0 435 PSIG. EOUEID OCMM�FUACEOMSFOAxE�pR�ENAVNUBE FROM MOTHER MANUFACTURER.ALL 39 STEEL MOVE AT ..t1.2. REIRIGERMT UOUI°PIPING:PRESSURE TEST PIPING S T N TO 250 PEG, �I National ERVAL�NOT°EAC EDINTAL WG a-0GM *.In5'TGALLSANATCHAL MEL SECURED TO "IUAS REGUREO. 1.t2. US Burt CHLFM"I°I SHOUT BE FLUSH.FREE OF RESIDUAL CONTAMINANTS BEFORE FILLING. ItlatlOnal 91 LV THE SUBCONTRACTOR SHALL DO ALL LUTING,CORE DRIWNG.ALEMNG MD 310 IALL�uUY O LMOK INCHES BE PROMDED WITH SINGLE N N1 VANES ON SIDE WJLS, N CEO TOTS RENEW. RUM PATCHING AS REOU.R.FOR ME MSIAW.TON Of HG/HER WDIM(UNLESS DIRECTED A ES ON CENTER. OTHERWISE BY c.CJ,ICLUOI S ME PESTERING OF E%ISTNG WORK THAT IS E. IBSUTAiIOtl THE Fl RST NATONAL BANK OF LONG ISLAND GMAGEMANSIP LTEFATLOI REOUIPED.N COnNECnON WIN.[UrTIRGS.AURMG MD PATCHING TER 1 11 2.1I 3R.s D S.GTRMIeIENq OD"�SUNVWHIC ME IX5nn0 TO STAr OR TO BE REUSED SHALL GLAND MATCHEWS'TNG WORK IN EVERY RESPECT. Bu"CLEAN� S.J. ALL EN 1 G ORALS&mi°T°IP fRE¢nGi sHTHANNLS BESIRSUUIEO UNLESS 11 FORM I.S.Z. ERLOI SR"O°LLNDE MD PI"Idf REQUIRED SLEEVES.FORMS AND INSERTS BEFORE WALL OR 211!. F "XE CONTRACT OHAwwGi ALL NETAL 92FS NR GSMwunOn PniTEMIHS MDS AS w AL"OYES. SO DESIRE NFLLPA&A SITYL�IUHSCOM INSULATION OSITE ME N S COWORM UONE xAZMO THE RAT REs MMENEim°N5 (I L //'�LI }�n F'� I11 1.9.3, WHEN IT BECOMES NECE554RY i0 M FINISHED WIFAULS.SUBMIT TO ME WUIUME CMN:rtIEs SWLLL Bf AS SPECIFI.ON ME CONTRACT OMWINGS, p F - FPA 255 OR uL]2],x0i UCEDWG:FLAME SPRFID 2°. ® 1 T- 11 11// 1, �ALRGo UNi�LPVO ENSiUEER,TNRAMOGSHOWING Mf WORN RE0'D MD OBTAIN COMMENTS BEFORE 2.ti5. EGISTEPS SHALL BE PRIME COVED STEEL WITH BAKED WHITE BY DEVELOPED SOLD LL�L�. 1`IV(/1 L�.1 V I'LIA7l. ENAMEL RWSH LIMAS OMERMSE NOTED. 9.4 WHERCER PIPES.CONDUITS.DUCK,ETC.PASS THROUGH FlNISHED WALLS(OR 2.11.1 ALL GEIu.G-E IN DI SHALL BE PRWDTED WIM NR EDUALJzwG 5s. PIpE B Orr N I J R 5 A R C H I T E C T,P.C. ASPUR N R.UIREDPLAIBY o E BUMIINIG DESCODO THE COW-OR SHALL SUPPLY METAL THE WALL211 T SELECTORS.FULLY ADJU LE AU_ FOR HDMMnZOMAN LN V nu ALP MW. 1, LrR - U 95 UNUSED SIPMG.DUCTWOHO.NANOSERS.AND SUPPORTS SHALL.BE CONPLLTELY fESfRClOM T°IMP OUTLETS TO roRflGN DEBRS iMVTE-NSP°OnCEEMESIEHu 55.q.tE 11.1.1.cE PSYSI.NE[N(AWN COOL WITH ALL ED SETS ICE JACKET. 1 ML rlcho TumPIM,MITI DLNY 11•v013 uwED AS .own ON FD THE CORE RISER HAS RUN PER B HOURS,CHEESE COIN TOFBE REUGVED&nLERE CHANGED, 5 q 1 T1.2, tt R w/ALL SERVICE.MCKEI Ox LAN °RE OR N�yT ACT ERBRANCH MAN AID CAPPED ENE. SUBSEQUENT WORK i0 THE DUCTWORK WILL WMMNL W OOgS WHEN CONDENSER IS TO OPERATE AT LEAF AMBIENT PHRlxlon,NI wfTERTGHT,OF AIRRTIIGHT. ME CFENISE RESUInNG SHALL BE PROP-1 REPEATING MS St.. WiU10JOmOxS. _ PATCHED.SEALED MD FIRE-STOPPED TO MUNTAIN ME ORIGNAL IWEGRItt OF THE 221. FE CONNECTIONS EY(FUR COOED COrvOENSMG UNH) J U L 8 2024 PARTITIONS FINE RA11NG" 1 pR ALOE NSUCL6 unl SEuu1�FD5 wrtH ALL SEIMCE JACKET. iUMBLE CONNECTIONS,WHEREVER DOCTW CONNECTS O NBRATION AN R PEUTOKE WIC OTTHHEER"TR"MES EOwPUExt.OF NEOPRENE COATED NMEFftOOF FABRIC CRIMPED INTO s IxFPoN Bev OixERS PFOv,O"SCFEID`ExHi ITTAOLMEW UTY io icC0uuO0A0 EOUIPUENI.HAKE JOIni ALRIGHT. 33. Ou (nui PUMP/nFAt RECOVEfi) .IO I HOSE WORK xIGM MELT MISELISTNIAiiOxn M`0 ARR RAN GE,ALL PARTS Di TH5F5 %I A E ALL REASONABLE MOVBJENL. .1. `N ION:nBERGUsS T ItH ALL SERVICE JACKET. �.113. SOUIO.FS BENGLA WITH ALL SEBERM..GET. OUIPufnT W PROPER PEUTOx i0 THE WORK MO EOUIPUEM OF 5q1.! APE PROITBTIO. 01, .NFIN ME BInLDwc CONSIRI-M MD w.Tn AR[ITEttuRAL nnlSn SD DROAGE fIRLOR FIRE/Su0 PE S WHERE INDICATED ON OMWNcS.HARPERS ♦3. �oxOFIJ=Si" �ITNERI,NSclu`i BEPOU55 w/ALL SERVICE JACKET 4'nxG lfRE:SPECIFICATIONS CHAT n WILL HARMONIZE Ix SERAOE M.APPEARANCE 21y'1� E U u5im TIRE"GNPERSHSIIALL RE OF ME aPlun-TYPE WIM BIMES (EIASIOUE pPPP"N[ZF"COUPAWBLEainERNALNGMRAREHI5TIC5 SIC.MAT 0E H SUBMITTED M Q3l.1000J�SP3 ® BDIAGfRAM PGE i0 PROPEtt OND-.wMOUNTT EATRA PAYMENT.Am'OF ME 2.0.l. RRPN F ACCESS ODORS LARGE ENOUGH(161(I6'YW.7 TO PEPNIT 4uNExMCE 5.q.q. TTIxe STrUHn x HSAu TYPE MD THICKNESS AS ADJACENT PIPES(LESS JACKET) g e��MAna .Il.t. RESTORE TO nIOYUTY�T BECOMES°HUGE)DUE TO ME NEGLIGENCE OF AN RESETTING OF DEVICES.WHERE MNCABLE RULE ACCESS 000P5 On THE $TON'719E PRE-MC Dm PVC JACKETNG. Waa w F lei ` io TIDE Owt°m.AGEN15 OF THE DOMRAC10R5.SUCH RfyuRS SHALL BE ACCEPTMLE UTCH REFASE AND URK SOLE OF 1NE EME.ARRESTS. 5.5. 5.q.5. FDA uAAA aTHICKNESS.REFER TO TABS W SCHmuEs SHEET. AA"Ow of Southold °211.IpDOPgPAOE PARE-NMUUCTIRm 22/2q GA GUV.STEEL ACCESS DOORS WIM THE MMUFACNRER'SHRECOU-CATIONS.ALL.JOW S SHALL 8 SEAL.vn7NCE a `r 1121 SHMREOUESI OR SHUTDOWNS MUST BE DEUKPD TO THE MANAGER OF BUILDING 1 US PWJO-TYPE HINGE I GASKET MR A TSCOFIRE,AND SMOKE ,"AG°HESNE TO PROVIDE A III VMOR MARKER JACKED.OUTDOOR PIPING OPERATIONS Ai LFASI SEVEN(T)WOftNWG CATS PRIOR LO ME REW.rEO OMPERS.SIZE SHALL BE AS INDICATED ON u SIZE WH.NDi WHANG LNSUUTON SHALL HAVEM'OUI000R"JACKETING OR PROECFIVE COAFNI AS SHUTDOWN MG SHALL BE SUDJ.r t0 THE FlHU APPROVAL OF ME BUILDING ED SIWL BE 16'%15'.All DOORS SHALL RAVE N CK FIBERGLASS RECOMMENDED BY MMUFACNPER, ANTHER 16&UNDER SHALL SHALL HAVE I COY LOCH.H OVER II'SHALL HAVE 3 LOCKS. '} 1 SPECIFICATIONS 2 l ` Lr,JS Lne M-601.00 APPROVED AS NOTED DATE' h a5- B.P.#I 50� COMPLY WITH ALL CODES OF FEE 1)413.60 By; NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 631-765-1802 BAM TO 4PM FOR THE C FOLLOWING INSPECTIONS; SOUiwTOWNPLAf NGB= FOUNDATION`TWO REQUIRED FOR POURED CONCRETE H.Y ROUGH-FRAMING 4 PLUMBING � � INSULATION $CHD FINAL-CONSTRUCTION MUST BE COMPLETE FOR C-0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED Fi rr<, Pr.crkc-Ion Sy4,{n PLUMBER CERTIFICATION II 1 ON LEAD CONTENT BEFORE Ix-rm 1 T r-equ 1 ��, CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. FME NiMTION ,PLUMBING RUMD BEFORE ALL PLOM91NG WASTE &-*ATER LINES NEED, OPEI+gNG TESTING BEFORE COVERING All exterior lighting Additional installed,replaced or Certification repaired shall conform May Be Required, to Chapter 172 of the Town Code REM OVAL LEGEND KEY PLAN: _ _ = EXISTING TO BE REMOVED •— EXISTING TO REMAIN — —" — - EXISTING DOOR & FRAME TO BE REMOVED I I .I EXISTING DOOR TO REMAIN _ - 11 NIC REMOVAL NOTES: AREA OF WORK NIC 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND $ �Typ LEGENDS. 1 . 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR TYP. ADDITIONAL INFORMATION. 8 TYP. 3. REFER TO A-101 FOR ADDITIONAL REMOVAL NOTES. UP KEYNOTES : aREFERS TO KEYNOTE 1. EXISTING WALL TO BE REMOVED IN ITS ENTIRETY. CONSULTANTS: 2. EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED IN ITS ENTIRETY. L L/0 3. EXISTING MILLWORK TO BE REMOVED IN ITS ENTIRETY. 4. EXISTING WALL TO REMAIN. PATCH/ REPAIR AS REQUIRED AND PREPARE UP TO RECEIVE NEW FINISHES. 5. EXISTING DOOR TO REMAIN. PATCH/ REPAIR AS REQUIRED AND PREPARE NIC TO RECEIVE NEW FINISHES. A6. EXISTING GLAZING TO REMAIN. 7. EXISTING STOREFRONT GLASS AND DOOR TO REMAIN AND PROTECTED DURING ALL PHASES OF CONSTRUCTION. O O NIC 8. EXISTING FLOORING TO REMAIN. 9. EXISTING PARTITIONS TO REMAIN. PROTECT DURING REMOVAL. 10. EXISTING STAIR TO REMAIN. PROTECT DURING ALL PHASES OF 8 CONSTRUCTION. TYP. 11. REMOVE FLOOR AND FINISHES IN ORDER TO PREPARE FOR STAIRS. 5 CK, AND PAINT. 13. EXISTING STAIR TO BE REMOVED IN ITS ENTIRETY. 14. EXISTING LOW WALL AND TRIM TO BE REMOVED AND PATCHED AS REQUIRED. O O ° COMMENTS: DATE DESCRIPTION LOWER LEVEL REMOVAL PLAN 10/2/23 ISSUED FOR REV AND APPROVAL SCALE: 1/4" = V-0" 10/4/23 ISSUED FOR BID 10/27/23 ISSUED FOR FILING I REVISIONS: REV. DATE DESCRIPTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 12/29/23 REV PER BD - STAIR I 2 7/4/24 AS BUILT I I I I I 8 CLIENT INFORMATION: ]12 8 TYP TYP. $ 0 NIC NP F Bank LI'" L I THE FIRST NATIONAL BANK OF LONG ISLAND J I I DN INTE� ® ® ( FIRST RINATIONAL ANK OF LONG ISLAND OR ALTERATION ® ® ( 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 8 O II DN (I \ I TYP. 14 I i I JRS ARCHITECT P. C. j 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:S16-294-1666 Fax:516-294-1669 Princeton NJ Tel:609-688-9100 Fax:609-689-9060 I =, OPEN TO BELOW NI I i — I THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND I , _ AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. I _ i DRAWING TITLE: MEZZANINE AND LOWER LEVEL REMOVAL PLAN Q t'� DRAWN BY: AP DATE: 7/12/23 ECEPWE CHECKED BY: BWE SCALE: AS NOTED FILE NAME: JUL 1 7 2024 0,0o! APC 22083.00-A101-DP.DWG — — — — — — — — — — — — — — ,a . 1" � �� JRS NUMBER: MEZZANINE REMOVAL PLAN Town of ooulthola r +' / 22083 00 SCALE: 1/4 = 1 -0 �strtus�3' 24A <, SHEET NUMBER: �r N .�o A-102.00 KEY PLAN: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION LEGEND — — PROPOSED GYPSUM BOARD PARTITION ® ® ® ® ® ® ® ® ® I EXISTING PARTITION TO REMAIN PROPOSED LOW HEIGHT GYPSUM BOARD PARTITION I PROPOSED BRICK PARTITION I PROPOSED CONCRETE MASONRY UNIT PARTITION — I ® PROPOSED DOOR II AREA OF WORK S® DN 1 J9 \ 2 15'-10' 11'-6y2' EXISTING DOOR TO REMAIN 1 WORK ROO I PROPOSED GLAZING I 109 5 ® I " EXISTING GLAZING TO REMAIN 1 TYP. 110 r 106 M MEETING � � CONSTRUCTION NOTES: � ® � I CONSULTANTS: J :� r 1 TELLER :N 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND Q 107 Sk \ BREAK OM Ffm \ LEGENDS. 12. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR 7'- 0 2' w 9,-0„ 1 5'-0" I I 10'-5" �Typ ADDITIONAL INFORMATION. NIC 13. WHERE NEW CONSTRUCTION ALIGNS WITH EXISTING 3 CONSTRUCTION, ALIGN STUD TRACK WITH EXISTING FINISHED 0 1 \ I SURFACE AND APPLY A CONTINUOUS NEW LAYER OF GYPSUM TOILETR OM `-° BOARD OVER FACE OF EXISTING CONSTRUCTION. THIS NOTE DOES F_ \ \ 1 4 ( NOT APPLY TO BUILDING CORE PARTITIONS. ® 14. EXISTING DOORS AND FRAMES TO REMAIN SHALL BE SANDED O �G 102 2 Y 16' SMOOTH FILLED WITH APPROPRIATE FILLER WHERE REQUIRED, 1 1 I I RE-SANDED SMOOTH AND PRIMED FOR PAINTING. REMOVE ALL TELLER O 1 �I IFS lE I I EXISTING SIGNAGE PRIOR TO PREPARATION AND PAINTING OF DOORS. SAVE SIGNAGE FOR RE-USE. ® � ® 5. CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMPLETION OF PARTITION LAYOUT CHALK LINES. NO STUDS OR TRACK SHALL BE 108 INSTALLED WITHOUT THE APPROVAL OF THE ARCHITECT. ATM ROOM 5 10 6. AS PART OF THIS CONTRACT, GENERAL CONTRACTOR SHALL BE TYP• I RESPONSIBLE TO OPEN AND CLOSE ALL EXISTING CONSTRUCTION 4 I WITHIN AND OUTSIDE OF THE IMMEDIATE PROJECT SCOPE WHERE - PLATFORM I REQUIRED IN ORDER TO COMPLETE THE SPECIFIED WORK. THIS UP 37'-2y2"ff- A® SHALL INCLUDE, BUT NOT BE LIMITED TO ELECTRICAL CIRCUITING _ AND ROUGING, PLUMBING LINES, SPRINKLER LINE, HVAC DUCTWORK ® I AND CONTROLS, ETC. 7. ALL BUILDING PARTITIONS THAT ABUT A EXTERIOR PERIMETER COMMENTS: ❑7 17R 6.7" I BUILDING MULLION SHALL TERMINATE WITH A"J" BEAD. DO NOT DN 16T 11"UP 45' ATTACH, TAPE, AND SPACKLE GYPSUM BOARD PARTITION TO DATE DESCRIPTION _ _ _ _ _ PERIMETER MULLIONS. 10d2/23 ISSUED FOR REV AND APPROVAL 101 2 ® 8. ALL PARTITIONS THAT ABUT THE BUILDING CORE WALLS SHALL BE TERMINATED WITH A FULL RUBBER GASKET. DO NOT SECURE STUD 1W4/23 ISSUED FOR BID FOR GYPSUM BOARD TO CORE WALLS. 10l/27/23 ISSUED FOR FILING 9. BOTTOM TRACK OF ALL PARTITIONS TO BE CAULKED TO SLAB FOR SOUND RATING. 10. CONTRACTOR SHALL FIRE STOP DUCT, PIPE, AND ALL SLAB 1 PENETRATIONS, FLOOR AND CEILING, NEW AND EXISTING WITH -201 APPROVED MATERIAL TO PROVIDE 2 HOUR FIRE RATING. SEE ENGINEERING DRAWINGS FOR LOCATIONS OF NEW PENETRATIONS. ® ® ® ® ® ® ® ® 111. CONTRACTOR SHALL FIRE STOP ALL WALL PENETRATION THROUGH CORE WALLS AND SHAFTS, NEW AND EXISTING WITH APPROVED REVISIONS: MATERIAL TO PROVIDE 2 HOUR FIRE RATING. SEE ENGINEERS REV. DATE DESCRIPTION DRAWINGS FOR LOCATIONS OF NEW PENETRATIONS 12. PROVIDE PROPER BLOCKING IN STUD WALLS WHERE FIXTURES, 1 12/29/23 REV PER BD - STAIR (jl)FIRST FLOOR CONSTRUCTION PLAN DEVICES, OR EQUIPMENT ARE TO BE MOUNTED. ALL WOOD BLOCKING 2 7/4/24 AS BUILT SCALE: 1/4" = V-0" TO BE FIRE RESISTANT TREATED. COORDINATE WITH ARCHITECT, AND COMPLY WITH ADA LAW. 13. VERIFY ALL DIMENSIONS, BOTH HORIZONTAL AND VERTICAL, PRIOR LINE OF STRUCTURE ABOVE LINE OF STRUCTURE TO CONSTRUCTION IN ALL AREAS OF PROJECT. NOTIFY ARCHITECT IF ABOVE ANY DISCREPANCIES SHOULD OCCUR. 20 GA. GALV. STL. 1" HIGH RUNNER. 20 GA. GALV. STL. 1" HIGH RUNNER. 14. ALL DOOR JAMBS TO BE 6" UNLESS OTHERWISE NOTED. 15. ALL TOILET ROOMS WITH EXISTING CERAMIC TILE TO REMAIN SHALL w ANCHOR @ 16" O.C. ANCHOR @ 16" O.C. BE ACID WASHED AND RE-GROUTED. SEE FINISH PLAN FOR 3"THERMAFIBER S.A.F.B. LINE OF EXISTING ADDITIONAL INFORMATION. w (SOUND ATTENTUATING FIBER BLANKET) STRUCTURE 16. PREPARE CONVECTOR ENCLOSURES BY FILING DENTS WITH CLIEINT INFORMATION: _ M.E.A. #207-82-M ' BATT INSULATION FOR APPROPRIATE FILLER, SANDED SMOOTH AND PRIMED REMOVABLE , � I En 3-%" 20 GA. GALV. STL. FULL CAVITY THICKNESS SECTIONS OF CONVECTOR ENCLOSURES SHALL BE PAINTED STUDS AT 16"O.C. SEPARATELY FROM FIXED SECTION TO ALLOW COVERS TO BE � w= 3 U 20 GA. GALV. STL. REMOVED WITHOUT DAMAGE TO PAINT FINISH. ( ( �L _ (1) LAYER OF 5/$"TYPE "X" GYPSUM STUDS AT 16" O.C. `- WALLBOARD EACH SIDE ATTACHED TO _ (1) LAYER OF 5/a" WALLBOARD ATTACHED TO KEYNOTES: Bank L.I"' z STUDS AND RUNNERS WITH 1 LONG TYPE STUDS AND RUNNERS WITH 1" LONG TYPE ❑# REFERS TO KEYNOTE S SELF TAPPING STEEL SCREWS SPACED THE FIRST NATIONAL BANK OF LONG ISLAND I1_ "S" SELF TAPPING STEEL SCREWS SPACED 8" 1. REFER TO A-401 FOR TOILET ROOM DETAILS. 8" O.C. ALONG EDGES AND 1'-0" O.C. IN THE INTERIOR ALTERATION O.C. ALONG EDGES AND 1'-0" O.C. IN THE 2. REFER TO A-403 FOR TELLER MILLWORK DETAILS. FIRST NATIONAL BANK of LONG ISLAND FIELD. JOINTS TO BE ORIENTED VERTICAL FIELD. JOINTS TO BE ORIENTED VERTICAL 3. REFER TO A-404 FOR WORK ROOM AND PANTRY MILLWORK DETAILS. 0 AND STAGGERED ON OPPOSITE SIDES. AND STAGGERED ON OPPOSITE SIDES. 4. CHECK DESK TO BE PROVIDED BY BANK. EXISTING TOP TO BE REPLACED SOUT MAIN ROAD, UNIT#11-1 SOiUTHOLD, NY 11971 3%" 20 GA. GALV. STL. TO MATCH TELLER COUNTER TOP. REFER TO A-402 FOR CHECK DESK lw. STUDS AT 16" O.C. 3%"20 GA. GALV. STL. i w STUDS AT 16" O.C. MILLWORK DETAILS. tr 5. EXISTING FLOOR SLAB TO BE CLEAN AND CLEARED OF ALL ADHESIVEOW LINE OF SUB FLOOR °-":� LINE OF SUB FLOOR AND MATERIALS AND PREPARE FLOOR TO RECEIVE NEW FINISHES. I JRS ARCHITECT, P. C. B.S.A. #301-60-SM 6. GC TO PROVIDE BLOCKING AS REQUIRED FOR MILLWORK. COORDINATE U.L. DESIGN # U419 ALL BLOCKING REQUIREMENTS PRIOR TO CLOSING UP OF WALLS. 181 East Jericho Turnpike, Mineola, NY 11501-2032 PARTITION TYPE 1A: 7. PROPOSED ATM AND SURROUND INSTALLED THROUGH PROPOSED Tel:516-294-1666 Fax:51&294-1669 PROVIDE 6" 20 GA. STUDS AT 16" O.C. EXTERIOR WALL. PROVIDE SMOKE SEAL AROUND ATM ENCLOSURE FOR Princeton, NJ TIGHT SEAL. COORDINATE OPENING W/FINAL OWNER. PROVIDE HEADER Tel:609-688.9100 Fax:60"89-9060 AS REQUIRED. PARTITION TYPE < > PARTITION TYPE 8. WALL BASE, SHEETROCK, AND PAINT TO MATCH EXISTING WALL. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. SCALE: 3/4" = 1'-0" SCALE: - - Al 10. NEW STAIRCASE FROM MEZZANINE TO FIRST FLOOR. TO COMPLY WITH ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS NYS BC SECTIONS: ARE PROHIBITED. 10.1. 1011 - STAIRWAY 10.2. 1014 - HANDRAILS 10.3. 1015- GUARDS DRAWING TITLE: FIRST FLOOR CONSTRUCTION PLAN DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED FILE NAME: 22083.00-A103-FP.DWG JRS NUMBER: 22083.00 t 9241 SHEET NUMBER: f Or N>w It A-103.00 - - - - - - - - - - - - - POWER COMMUNICATIONS LEGEND KEY PLAN: PROPOSED DUPLEX RECEPTACLE OUTLET — PROPOSED DEDICATED DUPLEX RECEPTACLE OUTLET — PROPOSED QUADRUPLEX RECEPTACLE OUTLET PROPOSED DEDICATED QUADRUPLEX RECEPTACLE OUTLET PROPOSED FLOOR DUPLEX RECEPTACLE OUTLET - - -- — I q) PROPOSED SINGLE RECEPTACLE OUTLET II J„ ® ®Q PROPOSED FLOOR QUADRUPLEX RECEPTACLE OUTLET 4 50" 50" EX EX PROPOSED FLOOR SPECIAL RECEPTACLE OUTLET F AFF AFF 1 PROPOSED FLOOR RECEPTACLE OUTLET AREA OF WORK STAIR ® DN 12 © PROPOSED JUNCTION BOX NIC PROPOSED DATA OUTLET NIC � WORK � Q PROPOSED TELEPHONE OUTLET I MEETING I S[ PROPOSED TELE/DATA OUTLET L)7TVP ROOM PROPOSED FLOOR DATA OUTLET EX ® CONSULTANTS: Ulm TELLER 14 2 5 3 6 EX I ® PROPOSED FLOOR TELEPHONE OUTLET NIC K ROOM AREA DEDICATED QUAD BREAK PROPOSED FLOOR TELE/DATA OUTLET OUTLET FOR EQUIP . 4 e 5 g 5 NIC POWER & COMMUNICATION NOTES: _ 1. REFER TO TITLE SHEET(S)FOR ADDITIONAL INFORMATION AND TOILET ROOM �r -GFI GFIGFI— LEGENDS. ® ' ` EX 2, REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR ® O ADDITIONAL INFORMATION I 13. CONTRACTOR SHALL COORDINATE THIS PLAN WITH ENGINEER'S . GFI I I ELECTRICAL PLANS AND SHALL NOTIFY THE ARCHITECT OF ALL TELLER I I DISCREPANCIES. QUEUE 0 ® — — — — 4. ADJACENT RECEPTACLES SHALL BE GANGED IN A SINGLE MULTI-GANG ® BOX AND COVERED BY A SINGLE PLATE ® 5. ALL EXISTING RECEPTACLES AND OUTLETS NOT INDICATED IN ARE OF ATM ROOM I WORK SHALL REMAIN. ® rTYP 6. GENERAL CONTRACTOR SHALL COORDINATE WITH FINAL FURNITURE I ( I PLAN. I 7. MAINTAIN EXISTING BUILDING CORE OUTLETS IN PUBLIC CORRIDORS, — — PLATFORM CORE TOILETS, FREIGHT LOBBY AND BUILDING CORE SERVICES. n A® CIRCUIT TO REVISED LOCATIONS AT PANELS WHEN REQUIRED. NIC _ 18. CONTRACTOR SHALL PAINT OUT ALL FURNITURE ON SLAB FOR ® M45 1 2 3 I LOCATIONS OF ALL FLOOR OUTLETS AND ELECTRICAL BACK BOXES IN I 4 5 6 I PARTITIONS. CONTRACTOR SHALL PAINT THE LOCATIONS OF ALL FLOOR COMMIENTS: L� — — — — — — _ — — I CORES AND BACK BOXES FOR APPROVAL BY THE ARCHITECT AND DN EX 0 — 12 12 — UP 1 1 CLIENT PRIOR TO ROUGHING AND CORING. DATE DESCRIPTION 10 EX _ _ — _ _ 9. ALL OUTLETS, SWITCHES, COVER PLATES ETC. TO MATCH BUILDING 10/2/23 ISSUED FOR REV AND APPROVAL � IV 0 Ex ® � STANDARD. 10/41/23 ISSUED FOR BID 10. MOUNT OUTLETS HORIZONTALLY 4" ABOVE COUNTER. EX EX 111. MOUNT ALL G.F.I. OUTLETS HORIZONTALLY 4" ABOVE COUNTER. 10/27/23 ISSUED FOR FILING 12. REFER TO CLIENT TELECOMMUNICATION REPRESENTATIVE FOR ADDITIONAL INFORMATION ON CABLE SPECIFICATION, TERMINATIONS AND LAYOUT OF EQUIPMENT. A13. MOUNT ALL OUTLETS @ T-3"A.F.F. UNLESS OTHERWISE NOTED. I I14. COORDINATE ALL EQUIPMENT LOCATIONS WITH POWER REQUIREMENTS/LOCATIONS. ® ® ® ® ® ® ® ® 15. ALL ELECTRICAL WORK TO BE PERFORMED BY A NEW YORK STATE LICENSED ELECTRICIAN. REVISIONS: KEYNOTES : F_#1 REFERS TO KEYNOTE REV. DATE DESCRIPTION FIRST FLOOR TELE ELECTRIC PLAN 1. FINAL POWER/DATA LOCATIONS TO BE VERIFIED IN FIELD WITH 1 12/29/23 REV PER BD - STAIR FURNITURE VENDOR/OWNER. 2 7/4/24 AS BUILT 2. PROVIDE POWER AS REQUIRED FOR ELECTRIC FIREPLACE. SCALE: 1/4" = 1'-0" 3. PROVIDE POWER AND DATA AS REQUIRED FOR ATM. COORDINATE REQUIREMENTS WITH ATM SPECIFICATIONS. 4. FLOOR BOX FOR ELECTRICAL/DATA-COMM WIRING. TABLE SHALL HAVE EQUIPMENT SCHEDULE GROMMETS FOR WIRING FEEDS TO FLOOR. FURNITURE REP TO MARK-OUT LOCATION OF FLOOR BOX BASED ON FURNITURE PURCHASED. TAG # ITEM MANUFACTURER MANUFACTURER DESCRIPTION COMMENTS 5. OUTLETS TO BE MOUNTED WITHIN TELLER TURRET. REFER TO TELLER NUMBER DETAILS FOR ADDITIONAL INFORMATION. MOUNT AT 48"A. F. F. FEED CLIENT INFORMATION: O PC PC BRACKET BELOW POWER TO MILLWORK MOUNTED RECEPTACLES FROM ADJACENT WORKSURFACE PARTITION. E 2 MONITOR MONITOR POLE AND BRACKET 4 ID SCANNER ID SCANNER ON WORKSURFACE O Bank LI" O PIN PAD PIN PAD ON WORKSURFACE THE FIRST NATIONAL BANK OF LONG ISLAND O SCANNER ON WORKSURFACE RSTINATAOLTERAT NA BAINK OF LONG ISLAND OPRINTER DP9 ON WORKSURFACE 53345 MAIN SOUR OLD,NOAID9UNIT#11-1 7 COIN CASH RECYCLER ON WORKSURFACE O 71 MI DISPENSER (� PRINTER DEBIT CARD PRINTER ON WORKSURFACE- �✓ IN CABINET JRS ARCHITECT, P. C. O CASH CASH RECYCLER FREESTANDING RECYCLER 181 East Jericho Turnpike, Mineola, NY 11501-2032 ATM FREESTANDING Tel:5:16-2941666 Fax:516-2941669 10 Princeton, NJ Tel:610"88.9100 Fax:609-688-9060 11 ITM FREESTANDING PRINTER ON WORKSURFACE THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 12 AS SUCH ARE THE PROPERTANY INFRINGEMENTS OR AERATIONS OF JRS ARCHITECT, BY OTHERS 13 ALL-IN-ONE ON WORKSURFACE ARE PROHIBITED. 14 PRINTER MICRO PRINTER- CHECK PRINTER ON WORKSURFACE DRAWING TITLE: 15 SCANNER ON WORKSURFACE FIRST FLOOR TELE / ELECTRIC PLAN 16 TV VARIES VARIES PROVIDED & INSTALLED BY BANK WALL MOUNTED MONITOR GC TO PROVIDE BLOCKING AS REQUIRED PROVIDE BLOCKING DRAWN BY: AP DATE: 7/12/23 17 WINDOW TV (PROVIDED & INSTALLED BY OTHER CHECKED BY: BWE SCALE: AS NOTED AND MOUNT FILE NAME: 22083.00-A107-TP.DW G A%' JRS NUMBER: 22083.00 241 �' SHEET NUMBER: for-N�w'lo A-107.00 GF-3/CC 00 KEY NOTES KEY PLAN: 1. FURNISH AND INSTALL NEW INSULATED (R-6) SUPPLY AND OUTSIDE AIR DUCTWORK. ROUTE ALL DUCTWORK SHOWN ON PLAN IN PLENUM ABOVE ELECTRIC METER i UP SUSPENDED CEILING WHERE REQUIRED (TYP). RON—M OOM ROOM MECHANICAL 9 I L 2. PROVIDE VOLUME DAMPER AT EACH NEW SUPPLY DUCT TAP (TYP). STORAGE 3. INSTALL RELOCATED WALL MOUNTED SUPPLY DIFFUSER. PROVIDE VOLUME STORAGE DAMPER AT TAP AND BALANCE TO THE AIRFLOW INDICATED. STORAGE STORAGE ST FU SH AND INSTALL, NEW—FIR E--0.6MPER IN SUP AIRDUCT. ■ LAM=, S_ CORRIDOR AREA OF WORK UP 3 IF- F. IF-, II LL_ �- I 2 F-7 JANITOR'S CLOSET UP 0 0 4--1 ------- it-I- I____71 1 N21 '_7 � _ �> xl 10X10 1 0 \ i CONSULTANTS: 16x10 0 22x1O A'i GAS S GAS GAS 60 CA GAS GAS I Jacobsen & Horan Engineering, P.C. __T__ 7__ - GAS GAS - - -- - GAS ---I CAS �AS GAS, 5A9 GAS GAS 0 i I GAS IA� r4S 16x1O 990 South 2ndSt Ronkonkoma, NY11779 22x1O 4 0: (631) 580-6100 F: (631) 580-6101 www.jhepc.com PANTRY0 0 5X10 JHE Project 23-2683 2 STORAGE ii EM STAIRS FMM 0 X y rvWARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTtERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AN[) THE NOTATION 'ALTERED W FOLLOWED BY HIS/HER SIGNATURE AND THE: DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALVERATION. CELLAR HVAC PLAN COMMENTS: 1SCALE V4*4-4r COMMENTS: DESCRIPTION 1014/23 ISSUED FOR BID KEYNOTES 1. FURNISH AND INSTALL NEW INSULATED (R-6) OUTSIDE AIR DUCTWORK. ROUTE DUCTWORK TIGHT TO CEILING. TAP TOP OF DUCT AND ROUTE UP THROUGH ROOF TO ROOF JACK. 2. FURNISH AND INSTALL LOW LEAK OPPOSED BLADE MOTORIZED ISOLATION DAMPER ON OUTSIDE AIR DUCT. ACTUATOR BASED ON BELIMO, MODEL REVISIONS : — — —— — — — — — — —— — — — — —— — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — ——— — — — — —— — — — — — — — — — — — — — — — — — — --- AFBUP—S, 24—VOLT. DAMPER SHAFT MUST EXTEND AT LEAST 6" PAST — — — — — — -- — — — — — —— — — — DUCTWORK TO ENSURE PROPER ACTUATOR MOUNTING. DAMPER TO CLOSE REV. DATE DESCRIPTION WHEN GF-1/CC IS OFF. 11 1 1/16124 REV PER BD - STAIR 3. FURNISH AND INSTALL NEW UNINSULATED EXHAUST DUCT FROM GROUND 2 7/3/24 REVISED PER CLIENT ` - -- FLOOR TOILET EXHAUST FAN TO GOOSENECK AT ROOF. INCLUDE WIRE MESH SCREEN AT DISCHARGE OF EXHAUST DUCT. UP 0 NI 2 X 4. FURNISH AND INSTALL NEW FIRE DAMPER IN SUPPLY AIR DUCT. 80 5. CAP EXISTING SUPPLY AIR DUCT. II I I 1 r nwm STORAGE ok CLIENT INFORMATION: OFFICE S ACE OFFICE SPACE F- (71 3 L Bank LI DN I UP z z X z THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION 5 FIRST NATIONAL BANK OF LONG ISLAND DN 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 LAV WC z L —— — — —— -- — —— — — —— — — — 2— - —-- — - ` 1 JRS ARCHITECT, P. C. TOILET ROOM 181 East Jericho Turnpike, Mineola, NY:11501-2032 Tel:516-294-1666 Fax:516-2941669 Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 0 PIE BELOW OPEN TO BELOW THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND T_ AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: MEZZANINE & CELLAR HVAC PLANS DRAWN BY: DN DATE: 7/12/23 CHECKED BY: KJH/PEJ SCALE: AS NOTED FILE NAME: Ov 2584MP.DWG J. 0 JRS NUMBER: 22083.00 01 20 4* 8 Z5 U 2 MEZZANINE HVAC PLAN 10 10 0735-'3'P�ti SHEET NUMBER: 5 OF 8 SCAM V4'1I'-0' 1/499 = 1 P-0- OFESS'... M-1 03.00 KEY PLAN: ® ® z ® ® z ® 6 AREA OF WORK E[M v":, 7 5x10 UP � L2 DN 0M WORK RODJ O CONSULTANTS: MTM MEETING -7 Jacobsen Horan Engineering, P.C. 990 South 2nd St. Ronkonkoma, NY11779 8 0: (631) 580-6100 F: (63)) 580-6101 e�, BREAK ROOM TELLER www.jhepc.com JHE Project#: 23-2683 AREA V z TX TOILEWOM IT- TT- -1T -7 1 1 r- z TELLER 11 nTm 0 - > 9= -LL H —JI=117r z IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, LZ ENGINEER, TO ALTER AN I UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 1� WING IN ANY WAY. IF AN REM IS �LINE OF MEZZANINE ABOVE ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL — — — AND THE NOTATION "ALTERED BY" FOLLOWED 13Y HIS/HER SIGNATURE AND THE: DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ATM ROOM ALTERATION. PLATFORM AREA COMIMENTS: 2 UP FT(M DATE DESCRIPTION z OPEN TO ROOF--\ T—T— 101/4/23 ISSUED FOR BID L DN LL11 UP 2 7 L4 )0 3M LN zur rl F1 REVISIONS : REV. DATE DESCRIPTION 1 1/16/24 REV PER BD - STAIR L 2 7/3/24 REVISED PER CLIENT TESTING, ADJUSTING + BALANCING SPECIFICATION KEY NQTES x 1. TESTING, ADJUSTING AND BALANCING: 9. MEASURE AND REPORT OVERALL SYSTEM FINAL CONDITIONS 2 CLIENT INFORMATION: 1.1. PERFORM AIR BALANCE ON: (NUMBER OF COMPRESSORS OPERATING, ALARMS PRESENT, 1. NOT USED. ,, i,,1(7 1.1.1. TWO (2) EXISTING A/C SYSTEMS, GF-I/CC AND ETC.). Ff 11.4� GF-2/CC. > 2. NOT USED. -r f ca;r7-a 10. BALANCING TO INCLUDE THE FOLLOWING: C4; L 2. PROVIDE THE ENGINEER WITH A PDF FILE OF THE 10.1. EXISTING A/C SYSTEMS ADJUSTING AND BALANCING. 3 NOT USED. Bank 1-1- BALANCING REPORT FOR REVIEW/APPROVAL. 10.1.1. INDIVIDUALLY BALANCE THE EXISTING A/C SYSTEMS TO THEIR DESIGN AIRFLOWS. IIIIIIIIIIIIIIII�4I`FURNUIS�HAN�INST N�EWBA�THROOMEX�HAUS AN IIIIIIIA�6-0 �UCT. ROU DUCT�FROM� THE FIRST NATIONAL BANK OF LONG ISLAND 3. ALL BALANCING TO BE COMPLETED AND APPROVED PRIOR 10.1.2. MEASURE AND REPORT THE FOLLOWING FOR THE NEW EXHAUST FAN UP TO GOOSE NECK AT ROOF. INTERIOR ALTERATION TO THE ENGINEERING PUNCH OUT. A/C SYSTEMS: FIRST NATIONAL BANK OF LONG ISLAND 4. PRIOR TO PERFORMING AIR BALANCE, VERIFY THAT ALL 10.1.2.1. ALL MOTOR NAMEPLATE INFO (HP, VOLTS, 5. FURNISH AND INSTALL TIME CLOCK FOR NEW TOILET EXHAUST FAN, TX. INSTALL 5'-0" AFF. 53345 MAIN ROAD,UNIT#11-1 FILTERS HAVE BEEN REPLACED TO ENSURE ACCURATE PHASE, FRAME, SF, ETC.) COORDINATE FINAL LOCATION WITH FNBLI. SOUTHOLD, NY 11971 READINGS. 10.1.2.2. FAN BELT SIZE(S) & QUANTITY OF EACH 10.1.2.3. PULLEY SIZE FOR ALL FANS (INITIAL & FINAL) 6. FURNISH AND INSTALL NEW INSULATED (R-6) OUTSIDE AIR DUCTWORK. 5. IT IS THE BALANCER'S RESPONSIBILITY TO IDENTIFY 10.1.2.4. TOTAL AIRFLOW, CFM (SUPPLY AND RETURN 7. INSTALL RELOCATED SUPPLY AIR DEVICES. CLEAN AIR DEVICES PRIOR TO REINSTALLATION ) OBSERVED DEVIATIONS FROM THE CONSTRUCTION DRAWINGS 10.1.2.5. FAN SPEED, RPM ON THE BALANCE REPORT (E.G. CAPPED OR MISSING AIR 10.1.2.6. FAN MOTOR SPEED, RPM (TYP). JRS ARCHITECT, P. C. DEVICES, BROKEN VOLUME DAMPERS, CLOSED FIRE/SMOKE 10.1.2.7. FAN DISCHARGE PRESSURE, INWG DAMPERS, ETC.). 10.1.2.8. FAN SUCTION PRESSURE, INWG 8. INSTALL RELOCATED RETURN GRILLE. CLEAN AIR DEVICES PRIOR TO REINSTALLATION. MODIFY 181 East Jericho Turnpike, Mineola, NY 11501-2032 10.1.2.9. PRESSURE DROP ACROSS THE FILTERS, INWG AND EXTEND RETURN DUCTWORK AS REQUIRED TO CONNECT TO NEW DIFFUSER LOCATION. Tel: 516-294-1666 Fax:516-294-1669 10.1.2.10. OVERALL STATIC PRESSURE, INWG Princeton, NJ 6. FINAL VALUE TOLERANCES: 10.1.2.11. AMPERAGE READINGS FOR THE SUPPLY FAN Tel:609-688-9100 Fax:609-688-9060 6.1. AIRFLOW AT EACH AIR DEVICE MOTOR, AMPS 6.1.1. TO DESIGN AIRFLOW RATE +/- 10%. 10.1.2.12. SUPPLY & RETURN AIR TEMPERATURE 6.2. AIRFLOW AT DUCT TRAVERSE POINTS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 6.2.1. TO DESIGN AIRFLOW RATE +5%. 11. INCLUDE APPENDICES FOR: AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 7. BALANCER IS REQUIRED TO COORDINATE WITH THE 11.1. RAW FIELD DATA TAKEN DURING TESTING. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 11.2. SAMPLE CALCULATION SHEET FOR EACH TYPE OF ARE PROHIBITED. MECHANICAL CONTRACTOR AND THE EQUIPMENT CALCULATION MADE TO CONVERT RAW FIELD DATA INTO MANUFACTURER TO CHANGE OUT BELTS AND PULLEYS AS FINAL RESULTS (I.E. TRAVERSE READINGS). REQUIRED TO OBTAIN THE FINAL AIRFLOW RATES FROM ALL 11.3. PROVIDE DRAWINGS)/AS-BUILT SHEET METAL SHOP DRAWING TITLE: GROUND FLOOR HVAC EQUIPMENT. ALL LABOR AND MATERIALS TO DRAWINGS INDICATING WHERE TRAVERSE POINTS AND ACCOMPLISH THIS TASK IS TO BE INCLUDED IN THE AIR DEVICE READINGS WERE TAKEN. HVAC PLAN MECHANICAL CONTRACTOR'S BASE E31D INCLUDING ANY REQUIRED EQUIPMENT SHUTDOWNS. 8. PERFORM FINAL TEST WITH DAMPERS, GRILLES, AIR DRAWN BY: DN DATE: 7/12/23 DEVICES AND ALL OTHER DEVICES IN THEIR ADJUSTED AND FINAL POSITIONS. CHECKED BY: KJH/PEJ SCALE: AS NOTED FILE NAME: 2584MP.DWG JRS NUMBER: 22083.00 !JJ D 0, 2$ 4` 8' 1 GROUND FLOOR HVAC PLAN, �b 07351' SHEET NUMBER: 60F8 ( ,,SCALE: V4-T-<r 1/4" = 1$-O*t OFESSI ' M-1 04.00 ANGLE IRON FRAME. ALL FOUR SIDES ANGLE IRON TABLE - I-BEAM OR BAR JOIST (TYP) KEY PLAN: FASTENED TO DUCT SLEEVE. SEE TABLE. GALVANIZED 1-1/2" UNISTRUT CHANNEL ( WALL OPENING ANGLE SIZE 1" MIN ON TOP AND BOTTOM LINTEL. UP TO 54" 1-1/2"x1-1/2"x1/8" UNISTRUT PIPE CLAMP ASSEMBLY OR BEAM CLAMP, B-LINE, FIGURE ADJUSTABLE EQ., © REFRIGERANT/GLYCOL PIPES W/ B3033, MALLEABLE IRON, SIZE TOP OF MAIN DUCT ELBOW RINGS FIRE RATED WALL PARTITION. 55" TO 84" 3"x2"0/16" EA RUBBER GASKET AT PIPING CONTACT PER MFR. RECOMMENDATIONS. 45' THREADED RODS SECURED TO 85" TO 120" 3"x2"x3/16" - CEILING STRUCTURE AS REQUIRED. THREADED ROD SIZE TO MATE PROVIDE CLEARANCE FOR ,/� NEW PIPING & ELECTRICAL W/BEAM CLAMP & SUPPORT WGT. DAMPER EXPANSION ON BOTH NOTE: RETAINING ANGLES MUST LAP CONDUIT, AS REQUIRED (TYP.) OF PIPE, CONTENTS & HANGER STRUCTURAL OPENING 1 � 'j " MIN. AND " SMALLER EQUAL TO SIDES & TOP AS REQUIRED. ( PIPE; Y2 " COVER CORNERS OF OPENINGS. UNISTRUT P1112 PIPE CLAMP FOR 3" & LLER READ BRANCH MANUFACTURER FURNISHED SLEEVE. / „ OR EQUAL, ® 3/4" CONDUITS FOR 4" OR LARGER PIPE). SEAL ALL AROUNB- DUCT DIA �� 3 VOLUME DAMPER MIN DUCT. GENERAL NOTES: CLEVIS STYLE PIPE HANGER, SEAL ALL S-JOINTS AT i� ;�i B-LINE, FIGURE B3100, SIZE (TYP). BREAKAWAY CONNECTIONS. MIN 1. DAMPER BASED ON RUSKIN, MODEL DIBD2, PER PIPE & LOAD. BOOT TAP. ORNBOTTOM PIPES TOP AREA OF WORK O 2. FIRE DAMPER TO BE UL555 LABELED, . UNISTRUT P/1000T 5/8" X FIRE DAMPER FRAME c� NFPA 90A COMPLIANT & 1-1/2 HR RATED 1 O FACTORY MOUNTED IN FOR WALL/FLOOR CONSTRUCTION. \\ /J\\ // 15/8" WITH GREEN FINISH PIPE SLEEVE. O i i 3. NFPA APPROVED INSTALLATION DETAILS TO 1 DUCT TAKE-OFF DETAIL. BE PART OF SUBMISSION OF FIRE DAMPER FUSIBLE LINK RATED FOR 50'F FOR APPROVAL, WHICH SHALL MEET NFPA O EXPANSION BOLTS (TYP.) SCALE NITS ABOVE MAX. TEMPERATURE OF STANDARD 90A. 990 CONSULTANTS: SYSTEM. // WALL 4. DETAILS SHOWN ARE FOR FIRE DAMPERS AS REQ D. TO SUIT Engineering,HANGERS MUST NOT DEFORM DUCT SHAPE / / IN HORIZONTAL DUCTWORK. FOR FIRE Jacobsen & Horan En ineerin P.C. BREAKAWAY CONNECTION (TYP). DAMPERS IN VERTICAL DUCTWORK, THE N0. OF PIPES & CONDUITS HANGER SPACING 990 South 2nd St. Ronkonkoma, NY 11779 DETAIL IS SIMILAR EXCEPT DAMPERS SHALL O: (631) 580-6100 F. (631) 580-6101 BE SPRING LOADED. NOTES: 1- HANGER RODS,WIRES FASTEN FIRE DAMPER FRAME TO MAX. HOR. MAX. VERT. wwwjhepc.com SLEEVE. ACCESS DOOR 5. ACCESS DOOR IS SHOWN IN SIDE OF PIPING MATERIAL SPACING SPACING JHE Project#: 23-2683 OR STRAPS (NOTE 4/5). DUCT; IF FUSIBLE LINK IS MORE LENGTH OF UNISTRUT TO SUIT REQUIRED NO. OF PIPES & CONDUITS. (FT) (�) INSTALL LABEL ON WALL INDICATING FIRE DAMPER. ACCESSIBLE FROM BOTTOM OF DUCT RELOCATE ACCESS DOOR. MAXIMUM SPACING OF UNISTRAT UNISTRUT 6'-0" O.C. COPPER OR COPPER-ALLOY 12 10 PIPE FASTEN TO SLEEVE (TYP). 6. UL APPROVED BREAKAWAY SLIP JOINT ALL PIPING AND CONDUIT CLAMPS AND ASSOCIATED NUTS AND BOLTS SHALL BE STAINLESS STEEL. CONNECTION SHALL BE USED. COPPER OR COPPER-ALLOY FOR WALL INSTALLATIONS, ALL ELECTRICAL CONDUITS TO BE ABOVE ALL PIPING. TUBING (1 Y4" & SMALLER) 6 10 7. FIRE DAMPER FOR DUCT HEIGHT LARGER THAN 24 IN. CAN BE IN AIR STREAM. COPPER OR COPPER-ALLOY 8. THE DETAIL IS FOR GUIDE ONLY. INSTALL TUBING (1 Y2" & LARGER) 10 10 FIRE DAMPER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. WARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 3 FIRE DAMPER FOR RATED WALLS DETAIL 4 PIPE HANGING DETAIL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING ANY WAY. IF AN REM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL BAND ONE HALF-ROUND AND THE NOTATION "ALTERED BY" FOLLOWED BY HI HIS/HER SIGNATURE AND THE (DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE MAY BE USED IF DUCT SCALE: KTA SCALE NITS ALTERATION. SHAPE IS MAINTAINED LOAD RATED THE MINIMUM REINFORCING ANGLE SIZE FOR DUCTWORK COMMENTS: HANGER FASTENERS WITH A DIMENSION OF ITS LONGEST SIDE AND MAXIMUM LONGITUDINAL SPACING SHALL: DATE DESCRIPTION „ 43 TO 48 - 1 1/2"x 1 1/2"x 1/8" C� 60" 10/4/23 ISSUED FOR BID 0 61 TO 49 TO 60 - 1 1/2"x 1 1/2"x 1/8" ® 48" Ax HANGER STRAPS --\,.1 97 TO 120 - 2" '/x x2" '/X/4" 0 2424 MINIMUM PIPE INSULATION THICKNESS (THICKNESS IN INCHES) 2020 NYSECC TABLE C403.11.3 HANGER SIZES FOR INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (INCHES) KX RECTANGULAR DUCT FLUID OPERATING 24"DIA. MAX. TEMPERATURE RANGE AND BTU CONDUCTIVITY MEAN TEMPERATURE, 'F DUCT SIZE HANGER RATING 8 < 1 1 TO < 1-1/2 1-1/2 TO < 4 4 TO < 8 Z REVISIONS : 50"DIA. MAX. HORIZONTAL USAGE ('F) SUPPORT ANGLE MUST CONFORM TO LATEST SMACNA HVAC METAL DUCT STANDARDS 1 > 350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 REV. DATE DESCRIPTION UP TO 2 SOFT BAND IRON NONE 2 7/3/24 REVISED PER CLIENT C OVER 2 SQFT 1" x 1/8" NONE 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 2„ BAND IRON OVER 4' WIDE 1" x 1/8" NONE 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 BAND IRON NOTE• OVER 8 SQFT 1" x 1/8" SEE NOTE 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 2 TAPPINGSELF DUCT HANGING DETAIL HEAD SHEET METAL USCREW T BAND IRON STRAPS OVER 10 SQFT TO BE TIGHT AGAINST DUCT 1" x 1/8" SEE NOTE 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 SCALE KTS BAND IRON 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 CLIENT INFORMATION: < 40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 °. � E, t w 1. PIPING INSULATION EXPOSED TO THE WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT ' MAINTENANCE AND WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL PER 2020 NEW . YORK STATE ENERGY CONSERVATION CODE SECTION 403.11.3.1. ADHESIVE TAPE SHALL NOT BE PERMITTED. Bank LI" 2. PIPE INSULATION SHALL BE CONTINUOUS EXCEPT WHERE THE PIPING PASSES THROUGH A FRAMING MEMBER. 3. REFER TO 2020 NEW YORK STATE ENERGY CONSERVATION CODE SECTION 403.11 FOR ADDITIONAL EXCEPTIONS. THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 JRS ARCHITECT P. C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 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: DETAILS SCHEDULES AND FAN SCHEDULE 2 SEQUENCE OF OPERATIONS EXT SP MOTOR WGT DIMENSIONS DRAWN BY: DN DATE: 7112/23 UNIT NO LOCATION SERVICE CFM (IN WG) RPM HP ENCL V/PH/HZ ARRANGEMENT MFR & MODEL NO (LBS) LxWxH (IN) SPECIAL FEATURES CHECKED BY: KJH/PEJ SCALE: AS NOTED TOILET 14 GREENHECK 13.5 x 10.63 DESIGNER GRILLE, DISCONNECT SWITCH -�- TX TOILET ROOM EXHAUST 54 0.352 900 WATT ODP FIELD MOUNTED, GRAVITY OPERATED FILE NAME: BACKDRAFT DAMPER �.� �� ,`\ 2584MP.DWG .�Q'�`�� t��,9�`r JRS NU '� u �' ` 2 V ✓/ 22083.00 A cc w � 5 1 � . 073�13 SHEET NUMBER: 7 OF 8 SCHEDULES SCAM NONE p OFESS'°"P� M-501 .00 1. GENERAL 2.15. FILTERS 5.6. DUCTWORK AND CASINGS KEY PLAN: 1.13. SHOP DRAWINGS 2.15.1. AT THE COMPLETION OF THE JOB AND PRIOR TO THE ACCEPTANCE MEETING, ALL 5.6.1. INSULATE ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS WITH A MINIMUM OF 1.1. SCOPE OF WORK 1.13.1. SUBMIT SHOP DRAWINGS OF ALL REQUIRED EQUIPMENT, AS WELL AS AIR DEVICES, FILTERS, TEMPORARY OR OTHERWISE, SHALL BE CHANGED OUT WITH NEW FILTERS OF R-6 INSULATION WHEN LOCATED IN UNCONDITIONED SPACES AND WITH A MINIMUM OF 1.1.1. WORK UNDER THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIAL, FURNISHED DUCTWORK, PIPING, ACCESSORIES, HANGERS AND SUPPORTS, FILTERS, CONTROLS AND THE SIZE, TYPE AND EFFICIENCY STATED ON THE CONTRACT DRAWINGS. R-8 INSULATION WHEN LOCATED OUTSIDE THE BUILDING. AND INSTALLED AS IMPLIED BY THE MECHANICAL DRAWINGS. THE WORK IN GENERAL IS WIRING DIAGRAMS, DAMPERS, LOUVERS, BASEBOARD RADIATION AND REFRIG. PIPING. 5.6.2. EXTERIOR SUPPLY & RETURN AIR DUCTS TO BE INSULATED WITH RIGID BOARD (R-8) LISTED AS FOLLOWS: HVAC EQUIPMENT & ACCESSORIES, AIR DISTRIBUTION, OBTAIN WRITTEN REVIEW COMMENTS BEFORE ORDERING OR INSTALLING ANY MATERIAL 2.16. PANS INSULATION W/ WEATHERPROOF MASTIC COVERING. INSULATION, TESTING, ADJUSTING & BALANCING, PLUMBING, SUPPORT SYSTEMS, OR COMPONENTS. A MINIMUM OF 7 COPIES OF ALL SHOP DRAWINGS ARE TO BE 2.16.1. 4" TALL 20 GA. SS DRIP PAN WITH WELDED SEAMS. CAULKED JOINTS AND/OR MATED 5.6.3. RETURN AIR DUCTS DO NOT HAVE TO BE INSULATED WHERE RUN IN AIR CONDITIONED • VIBRATION ISOLATION AND CONTROLS. SUBMITTED WITH ONE COPY RETURNED TO THE CONTRACTOR. FLAT PANEL SECTIONS ARE NOT ACCEPTABLE. EXTENDED 6" BEYOND FOOTPRINT OF AREAS AND IN HUNG CEILING WITH PLENUM RETURN. DUCTED RETURNS IN PLENUMS 1.1.2. ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES, STANDARDS AND REGULATIONS 1.13.2. REVIEW OF SHOP DRAWINGS IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN UNIT. ROUNDED-OVER TOP EDGE SO THAT NO SHARP EDGES EXIST. MUST BE INSULATED. 5.6.4. SUPPLY DUCTS MUST BE INSULATED THROUGHOUT, UNLESS NOTED OTHERWISE. RELATING OR GOVERNING ANY PORTION OF THIS WORK ARE HEREBY MADE PART OF CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN 2.17. ALL DUCTWORK WITHIN 15FT OF THE FURNACE SHALL BE ACOUSTICALLY LINED. LINING 5.6.5. FRESH AIR INTAKES (INCLUDING DUCTWORK FOR AIR COOLED CONDENSERS) AND • THESE SPECIFICATIONS INCLUDING BUT NOT LIMITED TO OSHA, NFPA 90A, SMACNA, IN THE CONTRACT DOCUMENTS. CORRECTIONS, COMMENTS OR OMISSIONS MADE ON SHALL BE NON-COMBUSTIBLE, COATED, ACOUSTIC FIBERGLASS DUCT LINING, APPLIED ASHRAE AND NEW YORK STATE MECHANICAL, FIRE, & ENERGY CONSERVATION THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE THE CONTRACTOR FROM ONE-INCH THICK ON ALL FOUR SIDES OF DUCT INTERIOR. DUCT SIZES INDICATED ARE RETURN DUCTS, WHERE EXPOSED: 1-1/2 , 6# DENSITY RIGID BOARD WITH VAPOR SEAL/ALL SERVICE JACKET, R-6 MINIMUM. CONSTRUCTION CODES. COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. APPROVAL NET FREE SIZE AFTER LINING. INCREASE DUCT SIZES TO ALLOW FOR LINING. • OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE 5.6.6. CONDITIONED SUPPLY AIR & RETURN DUCTS, WHERE EXPOSED: 1-1/2", 6# DENSITY • 1.1.3. WHERE CONFLICTS EXIST WITHIN THE CONTRACT DOCUMENTS, REQUEST CLARIFICATION ITEM IS COMPONENT. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS (TO BE 3. TESTING. ADJUSTING & BALANCING (T.A.B.) RIGID BOARD WITH VAPOR SEAL/ALL SERVICE JACKET, R-6 MINIMUM. BASED ON PRIOR TO THE SUBMISSION OF A BID. IF CLARIFICATION IS NOT REQUESTED, PROVIDE CONFIRMED AND CORRELATED AT THE JOBSITE); INFORMATION THAT PERTAINS SOLELY OWENS CORNING SERIES 705 DUCT INSULATION. THE WORK REPRESENTING THE HIGHER COST AND QUALITY. TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, 3.7. ALL BALANCING WORK SHALL BE PERFORMED BY AN INDEPENDENT CONTRACTOR WHO IS 5.6.7. CONDITIONED SUPPLY AIR & RETURN DUCTS, WHERE CONCEALED: 1-1/2" FLEX. AREA OF WORK SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK OF A MEMBER IN GOOD STANDING OF EITHER ASSOCIATED AIR BALANCE COUNCIL OR OTHER FIBERGLASS BLANKET W/VAPOR SEAL/ALL SERVICE JACKET, R-6 MINIMUM. 1.2. EXAMINATION OF EXISTING CONDITIONS ALL TRADES; AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY NATIONALLY RECOGNIZED BODY. BALANCING SHALL NOT BEGIN UNTIL HVAC SYSTEM 1.2.1. VISIT AND CAF'EFULLY EXAMINE THOSE PORTIONS OF THE SITE AND/OR PRESENT MANNER. INSTALLATION IS COMPLETE AND FULLY OPERATIONAL. 6. ELECTRICAL ACCESSORIES WORK BUILDINGS AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES ASSOCIATED WITH THE EXECUTION OF THE WORK, 1.14. AS-BUILT DRAWINGS 3.8. THE SUBCONTRACTOR SHALL TEST, ADJUST AND BALANCE AIR MOVING AND WATER 6.1. MOTORS FOR DAMPERS, FANS AND AIR CONDITIONING WORK SHALL BE FURNISHED AND BEFORE SUBMITTING PROPOSALS. 1.14.1. FURNISH "AS-BUILT" DRAWINGS AS PART OF THE WORK OF THIS SECTION, EQUIPMENT AND DISTRIBUTION SYSTEMS TO THE QUANTITIES INDICATED ON THE DRAWINGS INSTALLED BY THIS CONTRACTOR. MOTORS SHALL BE OF THE PROPER TYPES AND CONSISTING OF A COMPLETE SET OF MYLAR/SEPIA TRANSPARENCIES AND TWO BLUE AND SUBMIT A CERTIFIED REPORT INCLUDING: RECORDED RPMs, GPMs, CFMs, SUPPLY & CAPACITIES FOR THEIR RESPECTIVE SERVICES. 1.2.2. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH LINE COPIES. INDICATING IN A NEAT AND ACCURATE MANNER, A COMPLETE RECORD RETURN TEMPERATURES AND STATIC PRESSURES AND FAN, MOTOR AND AIR OUTLET DATA. EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR OF ALL REVISIONS TO THE ORIGINAL DESIGN OF THE WORK. 6.2. ELECTRIC SERVICE LINES TO MOTOR CIRCUIT SWITCHES AND STARTERS WILL BE MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE 3.9. T.A.B. WORK SHALL INCLUDE ANY CHANGES TO PULLEYS, BELTS AND/OR THE ADDITION FURNISHED AND INSTALLED UNDER ANOTHER SECTION. CONSULTANTS: BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 1.15. OPERATING AND MAINTENANCE MANUALS OF ANY DAMPERS/BALANCING VALVES NECESSARY FOR CORRECT BALANCE AT NO Jacobsen & Horan Engineering, P.C. 1.15.1. ON COMPLETION AND ACCEPTANCE OF THE WORK, FURNISH TO THE ENGINEER FOR ADDITIONAL COST TO OWNER. 7. ACTUATORS 1.3. TIME AND MANNER OF EXECUTION OF WORK REVIEW 5 COPIES OF WRITTEN INSTRUCTIONS ON THE PROPER OPERATION AND 990 South 2nd St. Ronkonkoma, NY 11779 1.3.1. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS POSSIBLE AND IN SUCH A MANNER MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER THIS SECTION, 3.10. T.A.B. WORK SHALL NOT BE PERFORMED WITHOUT PRIOR NOTIFICATION OF ENGINEER & 0: (631) 580-6100 F. (631) 580-6101 AS NOT TO CAUSE INTERFERENCE OR INTERRUPTION TO THE BUSINESS OF THE CONTAINING: OWNER'S REPRESENTATIVE ONE OF WHICH SHALL BE PRESENT. WORK PERFORMED 7.1. ELECTRONIC DIRECT-COUPLED (OVER SHAFT) ACTUATION SHALL BE PROVIDED. TENANT OR OWNER. SUBMIT SCHEDULE FOR REVIEW AND APPROVAL. THE 1.15.2. MANUFACTURER'S MECHANICAL EQUIPMENT PARTS LIST OF ALL FUNCTIONAL WITHOUT DESIGNATED REPRESENTATIVE PRESENT MAY, AT THE ENGINEER'S DISCRETION, BE www.jhepc.com SUBCONTRACTOR SHALL NOT OBSTRUCT ENTRANCES OR PASSAGES ON THE OWNER'S COMPONENTS OF THE SYSTEM LISTED ON THE EQUIPMENT SCHEDULES, DRAWINGS, 7.2. THE ACTUATOR SHALL HAVE ELECTRONIC OVERLOAD OR DIGITAL ROTATION SENSING JHE Pro PREMISES. REQUIRED TO BE RE-PERFORMED. FIVE COPIES OF THE REPORT SHALL BE SUBMITTED TO CIRCUITRY TO PREVENT DAMAGE TO THE ACTUATOR THROUGHOUT THE ENTIRE ROTATION Project#: 23-2683 CONTROL & WIRING DIAGRAMS. LIST SHALL GIVE SYSTEM NUMBER, UNIT NUMBER, THE PROJECT ENGINEER. 1.3.2. TRANSPORTATION OF MATERIAL INTO AND THROUGH THE BUILDING WILL BE SUBJECT MANUFACTURER'S MODEL NUMBER, AND MANUFACTURER'S DRAWING NUMBER. OF THE ACTUATOR. MECHANICAL END SWITCHES OR MAGNETIC CLUTCH TO DEACTIVATE THE TO REVIEW AND APPROVAL OF THE TENANT OR OWNER AND MAY BE LIMITED TO 1.15.3. CLEAN COPY OF EACH FULLY PROCESSED SHOP DRAWING. 4. PIPING & RELATED WORK ACTUATOR AT THE END OF ROTATION ARE NOT ACCEPTABLE. RESTRICTED TIMES OUTSIDE OF NORMAL BUSINESS HOURS. 2. DUCTWORK & ACCESSORIES 4.1. EXCEPT AS OTHERWISE NOTED, ALL HVAC PIPING SHALL BE STANDARD WEIGHT STEEL PIPE 7.3. FOR POWER-FAILURE/SAFETY APPLICATIONS, AN INTERNAL MECHANICAL SPRING RETURN 1.4. GENERAL SCOPE OF WORK MECHANISM SHALL BE BUILT INTO THE ACTUATOR HOUSING. NON-MECHANICAL FORMS OF 1.4.1. THESE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO INCLUDE THE COMPLETE 2.1. ALL DUCTWORK, EXCEPT WHERE SPECIFICALLY NOTED, SHALL BE CONSTRUCTED OF NEW WITH 150 PSIG CAST IRON SCREWED FITTINGS AND FLANGES THROUGH 2-1/2 AND BUTT WELDED FITTINGS AND WELDING NECK FLANGES FOR 3" AND ABOVE. FAIL-SAFE OPERATION ARE NOT ACCEPTABLE. INSTALLATION OF ALL WORK SPECIFIED AND SHOWN ON THE DRAWINGS, INCLUDING G-60 COATED GALVANIZED STEEL OF LOCK-FORMING GRADE IN ACCORDANCE WITH THE 7.4. ALL SPRING RETURN ACTUATORS SHALL BE CAPABLE OF BOTH CLOCKWISE OR BUT NOT LIMITED TO THE FURNISHING R ALL LABOR, MATERIALS, EQUIPMENT, TOOL RECOMMENDATIONS LISTED IN THE CURRENT EDITION OF SMACNA's: "HVAC DUCT 4.2. HVAC: ALL PIPES 1-1 2" IN DIAMETER AND LARGER SHALL HAVE THEIR FINAL COUNTER-CLOCKWISE SPRING RETURN OPERATION BY SIMPLY CHANGING THE MOUNTING TRANSPORTATION, AND STORAGE. THE DRAWINGS INDICATE SIZES AND GENERAL CONSTRUCTION STANDARDS, METAL AND FLEXIBLE". / ' LOCATIONS OF WORK. SCALED (DIMENSIONS ARE NOT TO BE USED. ANY DIMENSIONS CONNECTIONS TO APPARATUS MADE WITH COMPANION FLANGES. PIPE SMALLER THAN ORIENTATION. NOT SHOWN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT 2 2 ALL DUCTWORK SHALL BE CONSTRUCTED AS 1" MINIMUM PRESSURE CLASSIFICATION 1-1/2" IN DIAMETER SHALL BE CONNECTED WITH SCREWED, GROUND JOINT UNIONS. LOCATIONS, HEIGHTS, DOOR SWINGS, MOUNTING HEIGHTS, ETC., REFER TO UNLESS NOTED OTHERWISE. ALL SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE INSTALL LINE SIZE MANUAL VALVES AT EACH INLET AND OUTLET OF EACH PIECE OF 7.5. PROPORTIONAL ACTUATORS SHALL ACCEPT A 0 TO 10 VDC OR 0 TO 20 mA CONTROL ARCHITECTURAL DRAWINGS. EQUIPMENT. INPUT AND PROVIDE A 2 TO 10 VDC OR 4 TO 20 mA OPERATING RANGE. ALL 1.4.2. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AND SHALL DIMENSIONS. SUPPORTS, FASTENERS AND ACCESSORIES SHALL BE GALVANIZED STEEL. ACTUATORS SHALL PROVIDE A 2 TO 10 VDC POSITION FEEDBACK SIGNAL. WARNING IT IA VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, REMOVE OR RELOCATE ALL MATERIALS AS NOTED ON THE DRAWINGS. BASED ON 4.3. COLD, HOT, MAKE-UP WATER AND CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL . JOINTS SHALL BE 7.6. ALL 24 VAC VDC ACTUATORS SHALL OPERATE ON CLASS 2 WIRING AND SHALL NOT ENGINEER, TO ALTER AN R I ITEM THIS DRAWING N ANY WAY. IF AN ITEM IS OWNERS APPROVAL ALL EQUIPMENT REMOVED SHALL BE DISPOSED OF BY THE 2.3. ALL DUCTWORK SHALL BE SEALED AIRTIGHT P SEAL C, COPPER TUBING WITH WROUGHT OR CAST COPPER SOLDER FITTINGS. / ALTERED. THE ALTERING ENGINEER SHALL AFFIX TO THE REM HIS/HER SEAL SUBCONTRACTOR. MADE WITH 95/5 TIN ANTIMONY SOLDER. SOFT TEMPER TYPE 'K' COPPER TUBING SHALL REQUIRE MORE THAN 10 VA FOR AC OR MORE THAN 8 WATTS FOR DC APPLICATIONS. AND THE NOTATION `ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND 2.4. UNLESS NOTED OTHERWISE, CLINCH COLLARS, OR BOOT TAPS, ARE TO BE INSTALLED AT BE USED ON ALL UNDERGROUND OR BURIED PIPING. ACTUATORS OPERATING ON 120 VAC POWER SHALL NOT REQUIRE MORE THAN 10 VA. THE: DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1.5. GUARANTEE THE TAP POINT FOR ALL DUCT TAKE-OFFS, BRANCHES AND GRILLES. ACTUATORS OPERATING ON 230 VAC POWER SHALL NOT REQUIRE MORE THAN 11VA. 1.5.1. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR 4.4. REFRIGERANT & GLYCOL PIPING SHALL BE HARD DRAWN TYPE 'L' OR 'ACR' COPPER FROM DATE OF FINAL ACCEPTANCE OF THE INSTALLATION AND ANY PORTIONS OF THE 2.5. MANUAL VOLUME DAMPERS (VD) TUBING WITH WROUGHT COPPER FITTINGS JOINED BY BRAZING USING FILLER METALS 7.7. ALL NON-SPRING RETURN ACTUATORS SHALL HAVE AN EXTERNAL MANUAL GEAR RELEASE COMMENTS: WORK WHICH DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR 2.5.1. ALL BRANCHES AND TAKE-OFFS SHALL BE EQUIPPED W/ MANUAL VOLUME DAMPERS MEETING AWS A5.8 SPECIFICATION. ALL ELLS SHALL HAVE LONG RADIUS SWEEP. PROVIDE TO ALLOW MANUAL POSITIONING OF THE DAMPER WHEN THE ACTUATOR IS NOT POWERED. REPAIRED IN A MANNER SATISFACTORY TO THE TENANT OR OWNER. OF THE SAME MATERIAL AS THE DUCT IN WHICH THEY ARE INSTALLED. MANUFACTURER RECOMMENDED ACCESSORIES, PITCH SUCTION GAS PIPING TOWARD SPRING RETURN ACTUATORS WITH MORE THAN 60 IN.-LB. TORQUE CAPACITY SHALL HAVE DATE DESCRIPTION 1.5.2. ALL COMPRESSORS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF FIVE 2.5.2. DUCTS UP TO 8" HIGH OR LESS SHALL HAVE SINGLE BLADE DAMPERS, DUCTS OVER COMPRESSOR. A MANUAL CRANK FOR THIS PURPOSE. 11 YEARS FROM DATE OF FINAL ACCEPTANCE OF THE INSTALLATION. ANY DEFECTS OF 8" HIGH SHALL HAVE OPPOSED ACTION MULTIBLADE VOLUME DAMPERS. 101/4/23 ISSUED FOR BID THE COMPRESSOR WHICH DEVELOP DURING THAT TIME SHALL BE REPLACED OR 2.5.3. ALL VOLUME DAMPERS SHALL HAVE LOCKING QUADRANT HANDLES. WHERE DUCTS ARE 4.5. SOIL, WASTE AND VENT PIPING WITHIN BUILDING SHALL BE "NO-HUB" CAST IRON WITH 7.8. ALL MODULATING ACTUATORS SHALL HAVE AN EXTERNAL, BUILT-IN SWITCH TO ALLOW THE REPAIRED IN A MANNER SATISFACTORY TO THE TENANT OR OWNER. INSULATED PROVIDE A STANDOFF BRACKET AND EXTENDED PIN FOR HANDLE "NO-HUB" FITTINGS. JOINTS SHALL BE MADE WITH ELASTOMERIC COLLARS SECURED BY REVERSING OF DIRECTION OF ROTATION. MOUNTING BEYOND INSULATION. STAINLESS STEEL BANDS AND CLAMPS, AS MANUFACTURED BY CLAMP-ALL "125" OR 1.6. PERMITS AND CERTIFICATES 2.5.4. PROVIDE A 1Ox10 REMOVABLE ACCESS DOOR WHERE VOLUME DAMPER IS INDICATED HUSKY "4000". SANITARY DRAINAGE PIPING UNDER GRADE LEVEL SLAB SHALL BE 7.9• ACTUATORS SHALL BE PROVIDED WITH A CONDUIT FITTING AND A MINIMUM THREE-FOOT 1.6.1. GIVE NECESSARY NOTICES, FILE DRAWINGS AND SPECIFICATIONS WITH THE ON PLAN FOR SERVICEABILITY. ELECTRICAL CABLE & SHALL BE PRE-WIRED TO ELIMINATE THE NECESSITY OF OPENING DEPARTMENTS HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY TO EXTRA-HEAVY CAST IRON SOIL PIPE AND FITTINGS. JOINTS SHALL BE MADE BY < COMPRESSION OF A MOLDED RING OF ELASTOMERIC MATERIAL. THE ACTUATOR HOUSING TO MAKE ELECTRICAL CONNECTIONS. PERFORM THIS WORK, AND PAY ALL FEES THEREFORE. 2.6. AUTOMATIC CONTROL DAMPERS (ACD) 1.6.2. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK AS 2.6.1. AUTOMATIC DAMPERS SHALL BE LOW LEAK OPPOSED BLADE STYLE. 7.10. ACTUATORS SHALL BE UNDERWRITERS LABORATORIES STANDARD 873 LISTED AS MEETING REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING JURISDICTION AND PAY ALL 2.6.2. DAMPERS SHALL BE OF GALVANIZED STEEL CONSTRUCTION. 4.6. ALL PIPES SHALL BE SUPPORTED AT PROPER INTERVALS SO THAT DEFLECTION WILL NOT CORRECT SAFETY REQUIREMENTS AND RECOGNIZED INDUSTRY STANDARDS. EXCEED 1 8 INCH. ON PIPING WHERE A VAPOR BARRIER IS USED, HANGERS SHALL BE FEES OR CHARGES FOR SAME. 2.6.3. BLADES SHALL BE OF THE TRIPLE GROOVE OR DOUBLE SKIN AIRFOIL TYPE. BLADE INSTALLED ON THE OUTSIDE OF THE INSULATION WITH A METAL SHIELD TO PROTECT THE 7.11. ACTUATORS SHALL BE DESIGNED FOR A MINIMUM OF 60,000 FULL STROKE CYCLES AT 1.7. LAWS AND ORDINANCES EDGE SEALS SHALL BE OF EXTRUDED VINYL, SILICONE OR INFLATABLE PVC COATED INSULATION. ON OTHER LINES, HANGER SHALL BE INSTALLED IN DIRECT CONTACT WITH POLYESTER. THE ACTUATOR'S RATED TORQUE AND SHALL HAVE A 2-YEAR MANUFACTURER'S REVISIONS: 1.7.1. INFORM THE TENANT OR OWNER OF ANY WORK OR MATERIALS WHICH VIOLATES ANY PIPING. 2.6.4. BEARINGS SHALL BE STAINLESS STEEL OR SYNTHETICALLY MOLDED. AXLES SHALL BE WARRANTY, STATING FROM THE DATE OF INSTALLATION. MANUFACTURER SHALL BE IS09001 OF THE APPLICABLE LAWS AND REGULATIONS BEFORE PROCEEDING WITH THE WORK, STEEL HEXAGONALLY SHAPED. CERTIFIED. ACTUATORS SHALL BE AS MANUFACTURED BY BELIMO, TRANE, ANDOVER OR REV. DATE DESCRIPTION 4.7. PROVIDE DIELECTRIC FITTINGS AT ALL PIPE CONNECTIONS WHERE DISSIMILAR METALS APPROVED EQUAL. 1.8. STANDARDS INTERFACE. 1.8.1. MATERIALS SPECIFIED BY REFERENCE TO A SPECIFIC STANDARD SUCH AS THE 2.7. MANUAL CONTROL DAMPER (MCD) � 7/3/24 REVISED PER CLIENT AMERICAN SOCIETY OF TESTING MATERIALS, UNDERWRITERS' LABORATORIES, AMERICAN 2.7.1. MANUAL CONTROL DAMPERS SHALL BE LOW LEAK OPPOSED BLADE STYLE. 4.8. PROVIDE ANCHORS & EXPANSION LOOPS TO ACCOUNT FOR PIPE EXPANSION. 7.12. AMOUNT OF ACTUATORS TO BE COORDINATED IN FIELD. NATIONAL STANDARDS INSTITUTE, FEDERAL SPECIFICATIONS, A TRADE ASSOCIATION 2.7.2. DAMPERS SHALL BE THE SAME MATERIAL AS THE DUCT IN WHICH THEY ARE INSTALLED. 4.9. INTERIOR HOSE BIBBS SHALL BE PROVIDED WITH KEYED STOP & WITH VACUUM BREAKER. STANDARD, Oft OTHER SIMILAR STANDARD SHALL COMPLY WITH THE REQUIREMENTS OF 2.7.3. BLADES SHALL BE OF THE TRIPLE GROOVE OR DOUBLE SKIN AIRFOIL TYPE. BLADE THE LATEST REVISION THEREOF IN EFFECT AT THE TIME OF BIDDING, EXCEPT ASEDGE SEALS SHALL BE OF EXTRUDED VINYL, SILICONE OR INFLATABLE PVC COATED PROVIDE A MINIMUM OF ONE BIBB WHEREVER THERE IS A FLOOR DRAIN. LIMITED BY TYPE, CLASS OR GRADE, OR MODIFIED IN SUCH REFERENCE. POLYESTER. 1.8.2. ALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE ELECTRICAL TESTING 2.7.4. BEARINGS SHALL BE STAINLESS STEEL OR SYNTHETICALLY MOLDED. AXLES SHALL BE 4.10. FLOOR DRAIN SHALL BE JAY R. SMITH #DX2312TB W/ C.I. BODY & NICKEL BRONZE LABORATORIES OR UNDERWRITERS' LABORATORIES LISTED OR LABELED FOR ALL ITEMS STEEL HEXAGONALLY SHAPED. ADJUSTABLE 8-1/2" ROUND TOP STRAINER W/ 3/4" GRATE, 3" OUTLET UON. WHERE SUCH LISTING OR LABELING IS AVAILABLE. ITEMS WHICH ARE NOT LISTED OR LABELED WILL NOT BE ACCEPTED IF LISTED OR LABELED EQUIPMENT CAN BE 2.8. WHEN FLEXIBLE AIR DUCTS ARE INDICATED ON DRAWINGS, BETWEEN SUPPLY DUCT AND 4.11. PRIOR TO FILLING, ALL PIPING SHALL BE PRESSURE TESTED TO 1.5 TIMES ITS WORKING OBTAINED FROM ANOTHER ACCEPTABLE MANUFACTURER. EACH COMPONENT OF AIR DEVICE, THEY SHALL NOT EXCEED 5 FEET IN LENGTH. SUCH CONNECTORS SHALL BE PRESSURE OR 125 PSIG, WHICHEVER IS LARGER. PRESSURE SHALL HOLD FOR A ASSEMBLIES SHALL BE LISTED BY THE LABORATORIES AS A "RECOGNIZED CLASS 2 AND SEALED WITH 3M COMPANY 800 SEALANT AND CLAMPED WITH "IDEAL" TYPE TWO-HOUR PERIOD WITH ZERO PRESSURE LOSS. TEST SHALL BE WITNESSED BY ARCHITECT, ENGINEER OR BUILDING WATCH ENGINEER. CLIENT INFORMATION: COMPONENT." COMPONENTS NOT SO LISTED OR MARKED WILL NOT BE ACCEPTED IF 52 STAINLESS STEEL CLAMPS.LISTED OR MARKED COMPONENTS ARE AVAILABLE FROM ANOTHER MANUFACTURER. ALL 4.11.1, REFRIGERANT SUCTION PIPING: PRESSURE TEST PIPING SYSTEM TO 425 PSIG.EQUIPMENT MUST HAVE MEA APPROVAL. 2.9. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO STRUCTURAL STEEL ABOVE AT 4.11.2. REFRIGERANT LIQUID PIPING: PRESSURE TEST PIPING SYSTEM TO 250 PSIG. � ( INTERVALS NOT EXCEEDING 8'-0". INSTALL ADDITIONAL STEEL AS REQUIRED. 4.12. SYSTEM PIPING SHOULD BE FLUSHED FREE OF RESIDUAL CONTAMINANTS BEFORE FILLING. 1.9. CUTTING, ALTERING AND PATCHING 1.9.1. THE SUBCONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, ALTERING AND SUBMIT CLEANING PROCEDURE FOR REVIEW. L. 2.10. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH SINGLE TURNING VANES ON SIDE RAILS, Bank LL" PATCHING AS REQUIRED FOR THE INSTALLATION OF HIS/HER WORK (UNLESS DIRECTED A MAXIMUM OF 4 INCHES ON CENTER. OTHERWISE BY G.C.). INCLUDING THE RESTORING OF EXISTING WORK THAT IS 5. INSULATION DAMAGED AND/OR ALTERED DUE TO REMOVAL WORK. ALL MATERIALS AND 2.11. REGISTERS, GRILLES AND CEILING OUTLETS THE FIRST NATIONAL BANK OF LONG ISLAND WORKMANSHIP REQUIRED IN CONNECTION WITH CUTTING, ALTERING AND PATCHING 2.11.3. ALL EXISTING AIR OUTLETS WHICH ARE EXISTING TO STAY OR TO BE REUSED SHALL 5.3. ALL PIPING, DUCTWORK AND EQUIPMENT THAT TRANSMITS OR RECEIVES HEAT, WILL FORM INTERIOR ALTERATION SHALL MATCH THE EXISTING WORK IN EVERY RESPECT. BE CLEANED. CONDENSATION OR IS SUBJECT TO FREEZING, SHALL BE INSULATED UNLESS IT IS FIRST NATIONAL BANK OF LONG ISLAND 1.9.2. PROVIDE AND PLACE REQUIRED SLEEVES, FORMS AND INSERTS BEFORE WALL OR 2.11.4. FURNISH AND INSTALL ALL METAL DIFFUSERS, GRILLES AND REGISTERS AS INDICATED SPECIFICALLY STATED OTHERWISE. INSULATION SHALL CONFORM TO THE RECOMMENDATIONS 53345 MAIN ROAD, UNIT#11-1 PARTITIONS AIRE BUILT. ON THE CONTRACT DRAWINGS. ALL SIZES, AIR DISTRIBUTION PATTERNS AND AIR OF THE NFPA, & SHALL HAVE COMPOSITE FIRE & SMOKE HAZARD RATINGS AS TESTED SOiUTHOLD,NY 11971 1.9.3. WHEN IT BECOMES NECESSARY TO CUT FINISHED MATERIALS, SUBMIT TO THE VOLUME CAPACITIES SHALL BE AS SPECIFIED ON THE CONTRACT DRAWINGS. BY PROCEDURE ASTM-E84, NFPA 255 OR UL 723, NOT EXCEEDING: FLAME SPREAD 25, ENGINEER, DRAWINGS SHOWING THE WORK REQ'D AND OBTAIN COMMENTS BEFORE 2.11.5. ALL DIFFUSERS AND REGISTERS SHALL BE PRIME COATED STEEL WITH BAKED WHITE SMOKE DEVELOPED 50. DOING SUCH CUTTING. ENAMEL FINISH, UNLESS OTHERWISE NOTED, 1.9.4. WHEREVER PIPES, CONDUITS, DUCTS, ETC. PASS THROUGH FINISHED WALLS (OR 2.11.6. ALL CEILING TYPE AIR DIFFUSERS SHALL BE PROVIDED WITH AIR EQUALIZING 5.4. PIPE & FITTING INSULATION WHERE REQUIRED BY THE BUILDING CODE) THE CONTRACTOR SHALL SUPPLY METAL DEFLECTORS, FULLY ADJUSTABLE FOR HORIZONTAL TO VERTICAL AIR FLOW. 5.4.1. REFRIGERANT PIPING: I J R S ARCHITECT, P. C. 2.11.7. ALL SUPPLY OUTLETS TO BE COVERED INITIALLY WITH TWO LAYERS OF FINE MESH ESCUTCHEON PLATES ON BOTH SIDES OF THE WALL. CHEESE CLOTH TO TRAP FOREIGN DEBRIS UPON SYSTEM START-UP. ONCE SYSTEM 5.4.1.1.1. SPLIT SYSTEM (AIR COOLED CONDENSER) 181 East Jericho Turn 1.9.5. ALL UNUSED PIPING, DUCTWORK, HANGERS, AND SUPPORTS SHALL BE COMPLETELY 5.4.1.1.1.1. SUCTION: FIBERGLASS WITH ALL SERVICE JACKET. pike, Mineola, NY 11501-2032 REMOVED AS SHOWN ON THE DRAWINGS, OR ALL THE WAY BACK TO THE CORE RISER HAS RUN FOR 8 HOURS, CHEESE CLOTH TO BE REMOVED & FILTERS CHANGED, 5.4.1.1.1.2. HOT GAS: FIBERGLASS W/ALL SERVICE JACKET ON LINE EXPOSED TO Tel:516-294-1666 Fax:516-294-1669 CLOSET, OR I3ACK TO THE NEAREST ACTIVE BRANCH MAIN AND CAPPED, SEALED WHERE APPLICABLE. ANY SUBSEQUENT WORK TO THE DUCTWORK WILL WARRANT OUTDOORS WHEN CONDENSER IS TO OPERATE AT LOW AMBIENT Princeton, NJ WATERTIGHT, OR AIRTIGHT. ALL THE OPENINGS RESULTING SHALL BE PROPERLY REPEATING THIS STEP. CONDITIONS, Tel:609-688-9100 Fax:609.688-9060 PATCHED, SEALED AND FIRE-STOPPED TO MAINTAIN THE ORIGINAL INTEGRITY OF THE 2.12. FLEXIBLE DUCT CONNECTIONS 5.4.1.1.2. SPLIT SYSTEM (AIR COOLED CONDENSING UNIT) PARTITION'S FIRE RATING. 2.12.1. PROVIDE FLEXIBLE CONNECTIONS, WHEREVER DUCTWORK CONNECTS TO VIBRATION 5.4.1.1.2.1. SUCTION: FIBERGLASS WITH ALL SERVICE JACKET. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ISOLATED EQUIPMENT, OF NEOPRENE COATED FLAMEPROOF FABRIC CRIMPED INTO 5.4.1.1.2.2. LIQUID: UNINSULATED. 1.10. RELATIONS WITH OTHER TRADES AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 1.10.1. COORDINATE WORK WITH ALL OTHER TRADES. CONFER WITH ALL OTHER CONTRACTORS DUCT FLANGES FOR ATTACHMENT INTO DUCT AND EQUIPMENT. MAKE JOINT AIRTIGHT. 5.4.1.1.3. SPLIT SYSTEM (HEAT PUMP/HEAT RECOVERY) ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS WHOSE WORK MIGHT AFFECT THIS INSTALLATION, AND ARRANGE ALL PARTS OF THIS PROVIDE SUFFICIENT FLEXIBILITY TO ACCOMMODATE ALL REASONABLE MOVEMENT. 5.4.1.1.3.1. SUCTION: FIBERGLASS WITH ALL SERVICE JACKET. ARE PROHIBITED. 5.4.1.1.3.2. LIQUID: FIBERGLASS WITH ALL SERVICE JACKET. WORK AND EQUIPMENT IN PROPER RELATION TO THE WORK AND EQUIPMENT OF OTHERS, WITH THE BUILDING CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO 2.13. FIRE DAMPERS 5.4.2. HOT & COLD WATER PIPING: ELASTOMERIC INSULATION. THAT IT WILL HARMONIZE IN SERVICE AND APPEARANCE. 2.13.1. PROVIDE FIRE OR FIRE/SMOKE DAMPERS WHERE INDICATED ON DRAWINGS. DAMPERS 5.4.3. CONDENSATE DRAIN PIPING SIN CEILING SPACES): FIBERGLASS W/ALL SERVICE JACKET DRAWING TITLE: SPECIFICATIONS SHALL BE U.L. LISTED. FIRE DAMPERS SHALL BE OF THE CURTAIN-TYPE WITH BLADES (ELASTOMERIC INSULATION OF COMPARABLE THERMAL CHARACTERISTICS ETC. MAY BE 1.11. DAMAGE TO PROPERTY OUT OF THE AIRSTREAM. SUBMITTED FOR APPROVAL). & DIAGRAM 1.11.1. RESTORE TO ITS ORIGINAL CONDITION, WITHOUT EXTRA PAYMENT, ANY OF THE 2.13.2. PROVIDE ACCESS DOORS LARGE ENOUGH (16"X16" MIN.) TO PERMIT MAINTENANCE 5.4.4. FITTING INSULATION: SAME TYPE AND THICKNESS AS ADJACENT PIPES (LESS JACKET) OWNER'S PROPERTY THAT BECOMES DAMAGED DUE TO THE NEGLIGENCE OF AND RESETTING OF DEVICES. WHERE APPLICABLE PLACE ACCESS DOORS ON THE WITH 'ZESTONI' TYPE PRE-MOLDED PVC JACKETING. EMPLOYEES OR AGENTS OF THE CONTRACTORS. SUCH REPAIRS SHALL BE ACCEPTABLE LATCH RELEASE AND LINK SIDE OF THE FIRE DAMPER. 5.4.5. FOR INSULATION THICKNESS, REFER TO TABLE ON SCHEDULES SHEET. DRAVNN BY: DN DATE: 7/12123 TO THE OWNER. 2.14. ACCESS DOORS 5.5. APPLY ALL INSULATION TO PIPING, EQUIPMENT, FITTINGS, ETC. IN STRICT ACCORDANCE 2.14.1. PROVIDE PRE-MANUFACTURED 22 24 GA. GALV. STEEL ACCESS DOORS WITH WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS SHALL BE SEALED WITH CHECKED BY: KJH/PEJ SCALE: AS NOTED 1.12. SHUTDOWNS CONTINUOUS PIANO-TYPE HINGE & GASKET FOR ALL CONTROL, FIRE, AND SMOKE ADHESIVE TO PROVIDE A CONTINUOUS VAPOR BARRIER JACKET. OUTDOOR PIPING 1.12.1. REQUEST FOR' SHUTDOWNS MUST BE DELIVERED TO THE MANAGER OF BUILDING DAMPERS. SIZE SHALL BE AS INDICATED ON DRAWINGS. MINIMUM SIZE WHEN NOT OPERATIONS AT LEAST SEVEN (7) WORKING DAYS PRIOR TO THE REQUESTED REQUIRING INSULATION SHALL HAVE "OUTDOOR" JACKETING OR PROTECTIVE COATINGS AS FILE NAME: SHUTDOWN AI4D SHALL BE SUBJECT TO THE FINAL APPROVAL OF THE BUILDING INDICATED SHALL BE 16 X16 . ALL DOORS SHALL HAVE 1 THICK FIBERGLASS RECOMMENDED BY MANUFACTURER. 2584MP.DWG INSULATION. 16" & UNDER SHALL SHALL HAVE 1 CAM LOCK, OVER 16" SHALL HAVE MANAGER. 2 LOCKS. P �`N J. y� o��r JRS NUMBER: ".� a 22083.00 1SPECIFICATIONS ��tiSHEET NUMBER: 8 OF 8 �r 073513 sca>LE LVOPE `.p�a�r sslo��P M-601 .00 O gUfF01 TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • op t' Telephone (631) 765-1802 Fax (631) 765-9502 httys://www.southoldtomm.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only PERMIT NO. Building Inspector: C W E Applications and forms must be filled out in their entirety.Incomplete• applications•will not,be accepted.WORKJS NOT TO BE STARTED'prior•• APR 19 2024 to the approval of plans and issuance of a permit. Hasa building permit been obtained for this project? 0 Yes ❑No Lac fC�Ifr G'� a^fmrtQ If yes,building permit# 50254 Date:4/17/2024 PROJECT INORMATION: Project Address:53345 Main Road SCTM# 1000- City:Southold Zip:11971 CONTACT PERSON INFORMATION: Name:Dominick Soriee -"Mailing Address: 111 Crossways Park Drive West, Woodbury NY 11797 Phone#:516-226-3494 Email:dsorigeQtfpl.com Preferred contact method(select one): OPhone DEmail CONTRACTOR INFORMATION: Name:Plumbwell Services Contractor License#:MP-57860 Mailing Address:49 Toledo Street Suite B, Farmingdale, NY 11735 Phone#:631-420-0384 Email:rwissing@plumbwellservices.com SCOPE OF WORK: Occupancy Description: ❑Assembly 9 Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work:Relocate (1) Head on Cellar Level, Remove (2) Heads & replace (3) Heads on 1 st Floor ❑ New System © Existing System Modification Sprinkler/Standpipe/Water Supply Fire.Alarm/CO Detection Systems Other Fire Protection Systems (Check all that apply) (Check all that apply) (Check all that apply) 9 NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises (local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑ Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): 1 :a R Check Box After Reading: I,the undersigned,understand that the issuance of a permit for the type which is herein applied for is based on the agreement to conform to all regulations and requirements.I further understand that non-compliance of said requirements,by myself or any officer or employee of the firm or individual listed as the applicant on this'form,shall be cause for revocation of said permit.Upon revocation of said permit the applicant or any employee of the applicant shall be prohibited to`conduct such work for which this permit was issued.The reissuance of a permit shall be based upon review of the circumstances leading to the revocation.Any false statement(s)made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law Application Submitted By(print name): Dominick Sorice DAuthorized Agent ❑Owner Company(if applicable): Applicant Signature: Date: 4/17/2024 FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$300 permit fee is required for a non-residential permit.A$100 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. FOR OFFICE USE ONLY, Amount Paid:,,, Check No.: FM' Permit No.: r '• Date: Exp.Date:,.. 2 OF SOUTyo� y I" j(5-7)e_ OWN OF SOUTH:OLD BUILDING DEPT. °ycoutm,N 631-765-1802 INSPECTION [ ] .FOUNDATION 1 ST/ REBAR ( ] ROUGH PLBG. [ ] FOUNDATION.2ND [ _ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING Pq .FINAL . •- ��3�nl-elS [ ] .FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION X*'�rft S r_ DOE C/O [ ] RENTAL REMAIZ 14 o. 4 E s W-Ar u �c`i a P 5-7- 111Yd -ts o/-c 4,cu,Ts -45 dos" )914-71 5 r p� �� a�•��•'n� DATE V �zo z INSPECTOR ��'�' y SS Project Title Sheet Protect Address: 53345 Main Road Southold NY 11971 Building Owner: 2245 MCR LLC 2388 Middle Country Road Centereach NY 11720 Tenant Address: First National Bank 53345 Main Road Southold NY 11971 Professional Engineer: M/P/S Engineering 4 Hutch Court Dix Hills NY 11746 Installing Contractor: Plumbwell Services LLC 49 Toledo Street Suite B Farmingdale NY 11735 Proiect Scope of Work: Fire Sprinkler System modifications shall include the following: Cellar - Relocate (1) existing concealed pendant sprinkler head. Ground Floor— Remove (2) sidewall heads and Install (3) pendant sprinkler heads. Product Data: Reliable G5-56 #RA3415 — Concealed Pendant Sprinkler Head Reliable Model G Series #111015 — Pendant Sprinkler Head Bulletin 034 April 2023 Rellmabl_ p Model G5 Series Sprinklers Standard Spray,Flat Concealed Pendent Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 [40,60,80,&115 metric]) t • Flat concealed cover plate available in a variety of finishes. • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch(19 mm)cover plate adjustment. • Cover plate available with optional gasket. ModelCz5+Cover.Plate Model G5 Cover Plate Product Description with QR Gasket Model G5 series sprinklers are standard coverage,flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets.All Model G5 series sprinklers use a fusible-link operating element. The sprinklers are offered with a standard Model G5 cover plate, << a Model G5 cover plate with a quick-response(QR)gasket,or a Model G5 cover plate with a standard-response(SR)gasket.Model G5 sprinklers with a gasketed cover plate are intended for use in Model G5 Cover Plate dust free environments such as clean rooms. with SR Gasket Model G5 sprinklers must only be used with the Model G5 cover Note:Gasket material is silicone rubber,available in white only. plate listed or approved with the sprinkler.Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler urnmary ...n` .. K=Factory Lis1<ings. •Max.Working' Sprinkler, �Sprmkle� ;;� Cover Plate gpm/psi, and, Sensitivity Pressure Identification Model Model (Urni6/bar?'?) Approvals apsi(bar) Number(SIN), G5 cULus QR G5-28 2.8 FM SR 175(12) RA3411 (40) G5 QR Gasket cULus QR G5 SR Gasket cULus,FM SR 4.2 G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR cULus QR 250(17), G5 FM, LPCB,VdS,CE, SR 175(12) 5.6 UKCA G5-56' (80) G5 QR Gasket cULus QR 250(17) RA3415 G5 SR Gasket cULus SR 250(17) FM SR 175(12) 5.6 G5 G5-56 300 (80) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR.Gasket cULus SR G5 G5-80 (815) G5 QR Gasket cULus QR 175(12) RA3412 G5 SR Gasket cULus SR G5-80F (815) G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com I Model G5-28 Standard Coverage, Concealed Pendent Sprinkler SIN RA3411 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary .. Threads:1/2"NPT or ISO 7-1 R1/2 165'F(74°C)(Sprinkler) Nominal K-Factor:2.8(40 metric) [1356F(57°,C)(Cover Plate)] Max.Working Pressure:175 psi(12 bar) Intermediate ' Material Specifications 212'F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165'F(74'C)(Cover Plate)] Sprinkler Body:Brass Alloy Levers:Bronze Alloy Sensitivity g Yoke:Brass Alloy (See Table B) Sealing washer.Nickel with PTFE Cover Plates Load Screw:Bronze Alloy Model G5 Towers:Copper Alloy Model G5 QR Gasket(cULus only) , Pins:Stainless Steel Model G5 SR Gasket Deflector:Bronze Alloy Cover Plate Finishes Cup:Steel (See Table 1) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. I t Deflector(retracted) �� I I Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Deflector extended Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. VCeiling Model G5-28 Sprinkler Sensitivity • - �; ,�, Listing or Approval Agency Cover Plate Model. cULus FM , G5 QR SR 7 G5 QR Gasket QR — G5 SR Gasket SR SR QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 2 of 9 April 2023 www.reliablesprinkler.com 1 ; Model G5-42 Standard Coverage,Concealed Pendent Sprinkler SIN RA3413 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary Threads:1/2"NPT or ISO 7-1 R1/2 165°F(74°C)(Sprinkler) < ~. Nominal K-Factor:4.2(60 metric) [135°F(57°C)(Cover Plate)] : Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212°F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165oF(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy Sensitivity �- Lovers:Bronze Alloy (See Table C) Yoke:Brass Alloy Cover Plates Sealing washer:Nickel with PTFE Model G5 Load Screw:Bronze Alloy Model G5 QR Gasket Towers:Copper Alloy Model G5 SR Gasket Pins:Stainless Steel Cover Plate Finishes Deflector:Bronze Alloy (See Table 1) J Cup:Steel Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light Hazard only) Model G5-42 Sprinkler Components and Dimensions alai 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ....... Fusible Link I I 3/4"(19 mm)Max. 3/16"(5 mm) Deflector(retracted) l Cover Plate Adjustment Pin(extended) Deflector(extended)---F,��-=-z��--_ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-42 Sensitivity F1• Listing or Approval Agency Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 3 of 9 April 2023 www.reliablesprinkler.com Model G5-56 Standard Coverage, Concealed Pendent Sprinkler SIN RA3415 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary Threads:1/2"NPT or ISO 7-1 11+/2 165°F(74°C)(Sprinkler) Nominal K-Factor:5.6 80 metric 135°F 57°C Cover Plate Max.Working Pressure: Intermediate 'r 175 psi(12 bar) 212°F,(100°C)(Sprinkler) 250 psi(17 bar)(cULus only) [165°F(74°C)(Cover Plate)] Material Specifications f Fusible Link:Beryllium Nickel Sensitivity ° e Sprinkler Body:Brass Alloy (See Table D) p `a Levers:Bronze Alloy Cover Plates Yoke:Brass Alloy Model G5 Sealing washer:Nickel with PTFE Model G5 QR Gasket(cULus only) Load Screw:Bronze Alloy Model G5 SR Gasket(cULus and FM only) Towers:Copper Alloy Pins:Stainless Steel Cover Plate Finishes Deflector:Bronze Alloy (See Table I) Cup:Steel Sprinkler Wrench Model W3 " Model FC Listings and Approvals cULus Listed(Light&Ordinary Hazard only) FM Approved LPCB Approved VdS Approved[165°F(74°C)only] CE Listed(2831-CPR-S2062) UKCA:0832-UKCA-CPR-S5045 Model G5-56 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling :...... Tower Fusible Link 3/4"(19 mm)Max. - Deflector(retracted) J. Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) Deflector(extended)--- vim• Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. VCeiling Model G5-56 Sensitivity - - Listing or Approval Agency Lover Plate'Model . cULus FM LPCB,VdS,CE,UKCA G5 QR SR SR G5 QR Gasket QR -- - G5 SR Gasket SR SR — QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 4 of 9 April 2023 www.reliablesprinkler.com 1 1 Model G5-56 300 Standard Coverage, Concealed Pendent Sprinkler SIN RA4014 Technical Specifications Temperature Ratingswv. Style:Flat Concealed Pendent Ordinary Threads:1/2"NPT or ISO 7-1 R1/2 165°F(74°C)(Sprinkler) Nominal K-Factor:5.6(80 metric) [135°F(57°C)(Cover Plate)] Max.Working Pressure:300 psi(21 bar) Intermediate Material Specifications 212°F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165°F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy , f Levers:Bronze Alloy Sensitivity Yoke:Brass Alloy (See Table E) Sealing washer:Nickel with PTFE Cover Plates to ' Load Screw:Bronze Alloy Model G5 !`•> Towers:Copper Alloy Model G5 QR Gasket Pins:Stainless Steel Model G5 SR Gasket Deflector:Bronze Alloy Cover Plate Finishes Cup:Steel (See Table 1) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ....... Fusible Link l; 3/4"(19 mm)Max. Deflector(retracted) Cover Plate Adjustment 3/16°(5 mm) Pin(extended) Deflector(extended)- _ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. V Ceiling Model G5-56 300 Sensitivity • - Listing or.Approval Agency s;Cover P„iatd Model G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 5 of 9 April 2023 www.reliablesprinkler.com Model :0 Standard Coverage,Concealed Pendent Sprinkler SIN RA3412 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary Threads:3/4"NPT or ISO 7-1 R3/4 165°F(74°C)(Sprinkler) Nominal K-Factor:8.0(115 metric) [135°F(57°C)(Cover Plate)] f Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212°F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165°F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy ., Levers:Bronze Alloy Sensitivity Yoke:Brass Alloy (See Table F) Sealing washer:Nickel with PTFE Cover Plates Load Screw:Bronze Alloy Model G5 r o Towers:Copper Alloy Model G5 QR Gasket © * Pins:Stainless Steel Model G5 SR Gasket Deflector:Bronze Alloy Cover Plate Finishes , t' Cup:Steel (See Table 1) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ....... Fusible Link 3/4'(19 mm)Max. - Deflector(retracted) I Cover Plate Adjustment 3/16"(5 mm) Pin(extended) ' Deflector(extended)—-- ^� Model G4/G5 Cover Plate 3-5116"(84 rnm)Dia. V, Ceiling Model G5-80 Sensitivity -• Listing or-Approval Agency Cover Plate Model cULus" G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 Reliable Page 6 of 9 April 2023 www.reliablesprinkler.com L 1 Model Standard Coverage,Concealed PendentSprinkler SIN RA3417 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary Threads:3/4"NPT or ISO 7-1 R3/4 1657(74'C)(Sprinkler) Nominal K-Factor:8.0(115 metric) [135°F(57'C)(Cover Plate)] Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212'F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165'F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy Sensitivity Levers:Bronze Alloy Standard Response Yoke:Brass Alloy Cover Plates Sealing washer.Nickel with PTFE Model G5 Load Screw:Bronze Alloy Model G5 SR Gasket o Towers:Copper Alloy Cover Plate Finishes t, Pins:Stainless.Steel (See Table I) 4 Deflector.Stainless Steel Cup:Steel Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved Model G5-801F Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. II Deflector(retracted) ,i I; Cover Plate Adjustment 3/16"(5 mm) Pin(extended) I I I I. Deflector(extended)- — ^_ Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80F Sensitivity 151 Lal- Listing.or`Approval Agency '�Cover'Plate.Model<,- FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 www.reliablesprinkler.com 7 of 9 April 2023 www.reliablesprinkler.com Installation Dimensions and Cover Plate Information - in.to Recommended Mm to Max. MDroppedx. Cover Plate. Cover Plate �Cover-Plate -:Face of Fifting Hole Diameter in DeflectorTemperatuie Cover Plate ., Diameter`.` Adjustment to Ceilin Distance Rating Model Inch,' Inch Inch Ceiling�'� below Ceiling OF (mm) .(m►nY (mm) Inch Inch' ('Cj v.r mm . G5 3-5/16 (84) 135°F(3) G5 QR GaskeN2) 3-11/16 (57°C) (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) or G5 SR Gasket/ 4 165°F(4) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket.Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 3. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 4. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Cover Plate Finishestll(�) • Standard Finishes S`ecial'A licatlon Finishes Listing $Approval Ag@nCl@S White Paint Off-White Paint Individual Model G5 series sprinkler may be listed or approved by Chrome(4) Black Paint the following agencies: Custom Color Paint(Specify)(3) Underwriters Laboratories,Inc.and UL Canada(cULus) Raw Brass(Lacquered) Listing Category:Sprinklers,Automatic and Open Bright Brass(4) Guide Number:VNIV Finished Bronze(4) FM Approvals FM Satin Chrome(4) Loss Prevention Certification Board LPCB Stainless Steel Clad(5) VdS Schadenverhutung GmbH(Vd) ) Custom Printed Notes: EC-Certificate of Conformity 0832-CPD-2062(CE) 1. Paint or any other coating applied over the factory finish will void all UKCA EN12259-1 : 1999+A3:2006 approvals and warranties. See Table A and the individual sprinkler data sheets in this Bulletin 2. Cover plates do not carry corrosion resistant listings or approvals. for listings and approvals applicable to each sprinkler. 3. Custom color paint is semi-gloss unless specified otherwise. 4. Not listed for use with QR sealing gasket. 5. Stainless steel clad cover plates are Type 316 Stainless Steel on the Installation finished side and C102 Copper Alloy on the back side. Model G5 series sprinklers are intended to be installed in accordance with NFPA 13, FM Global Property Loss Prevention Application Data Sheets,and the requirements of applicable authorities Model G5 series sprinklers are standard coverage,flat plate having jurisdiction.Model G5 series sprinklers must not be concealed pendent sprinklers.The sprinklers are intended for installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed use in accordance with NFPA 13 and FM Global Property Loss following installation. Prevention Data Sheets,as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are shipped with awrench-able protective cap that should remain on the sprinkler until the Model G5 series sprinklers are available as either Quick-response sprinkler system is placed in service following construction. (QR)or Standard-response(SR)depending on the approval Model G5 series sprinklers can be installed without removing agency and cover plate selected. the wrench-able protective cap using the Model W3 wrench. Alternatively,Model G5 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap Model G5 series sprinklers use Model G5 flat cover plates. Model during installation of the sprinkler.The use of any other wrench G5 QR Gasket and G5 SR Gasket cover plates are available to to installed Model G5 series sprinklers is not permitted and may limit air and dust movement through the ceiling. damage the sprinkler. Bulletin 034 el abl Page 8 of 9 April 2023 www.reliablesprinkler.com Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches Replace any sprinkler or cover plate which has been painted(other the bottom of the cup,or the Model FC wrench over the sprinkler than factory applied).Properly installed Model G5 cover plates will until the wrench engages the body. Do not wrench any other have an air gap that is required for proper operation, do not seal part of the sprinkler/cup assembly.The Model W3 and FC the gap or paint the cover plates.Model G5 series sprinklers have wrenches are designed to be turned with a standard 112"square holes in the cup that must remain unobstructed. drive.Tighten the sprinkler into the fitting after applying a PTFE Replace any sprinkler which has been damaged.A stock of spare based thread sealant to the sprinkler's threads.Recommended sprinklers should be maintained to allow quick re-placement installation torque is specified in Table J. of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Installation Torque . . - Recommended Installation Guarantee Sprinkler Threads Torque (min.-max.) For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, ft.lb N-m and conditions,visit www.reliablespdnkler.com. '/2' NPT or IS07-1RI/2 8-18 11-24 3/"NPT or IS07-1 R3/4 14-20 19-27 Patents Do not exceed the maximum recommended torque.Exceeding the Model G5 series sprinklers may be covered by one or more of the maximum recommended torque may cause leakage or impairment following patents: of the sprinkler. Use care when inserting or removing the wrench U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent from the sprinkler to avoid damage to the sprinkler. 8,776,903, U.S. Patent 9,248,327 Install the cover plate by hand,pushing and then turning the cover Ordering Information in the clockwise direction until it is tight against the ceiling. For Specify the following when ordering. Model G5 QR Gasket and Model G5 SR Gasket cover plates,the gasket should be attached to the flange of the cover plate skirt Sprinkler only. Do not glue the gasket in place or allow the gasket to overlap • Model[G5-28][G5-42][G5-56][G5-56 300] both the cover plate and the flange of the skirt. [G5-80][G5-80F] • Temperature Rating[165°F(74°C)][212°F(100°C)] Maintenance • Threads[NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate sprinkler system maintained in accordance with NFPA 25, as well • Model[G5,G5 QR Gasket,G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. • Finish(See Table 1) Prior to installation,sprinklers should remain in the original cartons Sprinkler Wrench and packaging until used. This will minimize the potential for • Model W3 damage to sprinklers that could cause improper operation or non- • Model FC operation. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without ti touching the sprinkler. rn rn z 0- Bulletin 034 Reliable Page 9 of 9 April 2023 www.rellablesprinkler.com Bulletin 034 April 2023 Rel Ills• Q Model G5 Series Sprinklers Standard Spray,Flat Concealed Pendent Available with Gasketed Cover Plate Features • Standard Coverage,Concealed Pendent(K2.8,4.2,5.6,&8.0 _ [40,60,80,&115 metric]) • Flat concealed cover plate available in a variety of finishes. t • Available with Stainless Steel Clad cover plate(see Table 1). • 3/4-inch(19 mm)cover plate adjustment. • Cover plate available with optional gasket. Model G5 Cover Plate Model G5 Cover Plate Product Description with QR Gasket Model G5 series sprinklers are standard coverage,flat plate concealed sprinklers designed for installation in accordance with NFPA 13 and FM Global Property Loss Prevention Data Sheets.All Model G5 series sprinklers use a fusible-link operating element. ' 1 The sprinklers are offered with a standard Model G5 cover plate, a Model G5 cover plate with a quick-response(QR)gasket,or a ' Model G5 cover plate with a standard-response(SR)gasket.Model G5 sprinklers with a gasketed cover plate are intended for use in Model G5 Cover Plate dust free environments such as clean rooms. with SR Gasket Model G5 sprinklers must only be used with the Model G5 cover Note:Gasket material is silicone rubber,available in white only. plate listed or approved with the sprinkler.Table A provides a summary of available Model G5 series sprinklers,along with Listing and Approval information for each sprinkler and cover plate combination. Model G5 Series Sprinkler ummary K-Factor '` Listings` ° �`' Max.V 6rking` i Sprinkler Sprinkler> Cover Plate Model 9pm/psi„2 Model and Sensitivity Pressure Identification (Umin/bar."2) Approvals psi(bar) Number(SIN) G5 cULus QR G5-28 2.8 FM SR(40) G5 QR Gasket cULus QR 175(12) RA3411 G5 SR Gasket cULus, FM SR 4.2 G5 G5-42 (60) G5 QR Gasket cULus QR 175(12) RA3413 G5 SR Gasket cULus SR cULus QR 250(17) G5 FM, LPCB,VdS,CE, SR 175(12) UKCA G5-56 (80) G5 QR Gasket cULus QR 250(17) RA3415 cULus SR 250(17) G5 SR Gasket FM SR 175(12) 5.6 G5 G5-56 300 (80) G5 QR Gasket cULus QR 300(21) RA4014 G5 SR Gasket cULus SR G5 G5-80 8.0 G5 QR Gasket cULus QR 175(12) RA3412 (115) G5 SR Gasket cULus SR G5-80F (815) G5 SR Gasket FM SR 175(12) RA3417 www.reliablesprinkler.com StandardModel G5-28 RA3411 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary Threads:1/2"NPT or ISO 7-1 R1/2 165°F(74°C)(Sprinkler) Nominal K-Factor:2.8(40 metric) [135°F(57°C)(Cover Plate)] Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212°F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165-F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy Levers:Bronze Alloy Sensitivity iU Yoke:Brass Alloy (See Table B) Sealing washer:Nickel with PTFE Cover Plates Load Screw:Bronze Alloy Model G5 Towers:Copper Alloy Model G5 QR Gasket(cULus only) Pins:Stainless Steel Model G5 SR Gasket Deflector:Bronze Alloy Cover Plate Finishes Cup:Steel (See Table 1) \ f Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light Hazard only) FM Approved Model G5-28 Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ....... Fusible Link 3/4"(19 mm)Max. Deflector(retracted) ! Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) Deflector(extended) '_' Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. V Ceiling Model G5-28 Sprinkler Sensitivity = . Listing or Approval Agency- _ Cover Plate Model cULus FM ' G5 QR SR G5 QR Gasket QR — G5 SR Gasket SR SR QR:Quick-response SR:Standard-response Bulletin 034 eble Page 2 of 9 April 2023 www.reliablesprinkler.com StandardModel G5-42 - Technical Specifications Temperature Ratings � Style:Flat Concealed Pendent Ordinary . � = Threads:1/2"NPT or ISO 7-1 R1/2 165°F(74°C)(Sprinkler) Nominal K-Factor:4.2(60 metric) [135°F(57°C)(Cover Plate)] ;1:r Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212°F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165°F(74°C)(Cover Plate)] _ Sprinkler Body:Brass Alloy Sensitivity Levers:Bronze Alloy (See Table C) Yoke:Brass Alloy Cover Plates Sealing washer:Nickel with PTFE Model G5 Load Screw:Bronze Alloy Model G5 QR Gasket Towers:Copper Alloy Model G5 SR Gasket Pins:Stainless Steel Cover Plate Finishes Deflector:Bronze Alloy (See Table 1) Cup:Steel Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light Hazard only) Model GS-42 Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ....... Tower ....... Fusible Link I I I I 3/4"(19 mm)Max.Ma I .I 3/16"(5 mm) Deflector(retracted) Cover Plate Adjustment Pin(extended) l Deflector(extended) _ t' Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model GS-42 Sensitivity •• - Listing or Approval Agency CoverPlate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR`:Quick-response SR:Standard-response Bulletin 034 IMS'= Page 3 of 9 April 2023 www.reliablesprinkler.com Model •' , Concealed Pendent Sprinkler SIN RA3415 Technical Specifications Temperature Ratings - Style:Flat Concealed Pendent Ordinary Threads:1/2"NPT or ISO 7-1 R1/2 165°F(74°C)(Sprinkler) Q 1 Nominal K-Factor:5.6(80 metric) [1357(57°C)(Cover Plate)] Max.Working Pressure: Intermediate ::;` 175 psi(12 bar) 212°F(100°C)(Sprinkler) ' 250 psi(17 bar)(cULus only) [965°F(74°C)(Cover Plate)] Material Specifications Fusible Link:Beryllium Nickel Sensitivity Sprinkler Body:Brass Alloy (See Table D) Levers:Bronze Alloy Cover Plates Yoke:Brass Alloy Model G5 Sealing washer:Nickel with PTFE Model G5 QR Gasket(cULus only) Load Screw:Bronze Alloy Model G5 SR Gasket(cULus and FM only) Towers:Copper Alloy Pins:Stainless Steel Cover Plate Finishes Deflector:Bronze Alloy (See Table I) Cup:Steel Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light&Ordinary Hazard only) FM Approved LPCB Approved VdS Approved[165°F(74°C)only] CE Listed(2831-CPR-S2062) U KCA:0 832-U KCA-CPR-S 5045 Model G5-56 Sprinkler Components and Dimensions ; 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... ....... Fusible Link !I 3/4"(19 mm)Max. Deflector(retracted) l Cover Plate Adjustment 3/16"(5 mm) Pin(extended) II .I Deflector(extended) -F,�� Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-56 Sensitivity •• - :Listing or Approval Agenacy Cover Plate Model , .cULus FM ' LPCB,VdS,GE,UKCA . G5 QR SR SR G5 QR Gasket QR — — G5 SR Gasket SR SR — QR:Quick-response SR:Standard-response Bulletin 034 Page 4 of 9 April 2023 Reliable www.rellablesprinkler.com Model11 Standard Coverage, Concealed Pendent SprinklerRA4014 Technical Specifications Temperature Ratings . Style:Flat Concealed Pendent Ordinary . Threads:1/2"NPT or ISO 7-1 R1/2 165'F(74°C)(Sprinkler) Nominal K-Factor:5.6(80 metric) [135°F(57°C)(Cover Plate)] Max.Working Pressure:300 psi(21 bar) Intermediate Material Specifications 212'F(100'C)(Sprinkler) Fusible Link:Beryllium Nickel [165'F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy ,c_ •„:,� Levers:Bronze Alloy Sensitivity Yoke:Brass Alloy (See.Table E) Sealing washer:Nickel with PTFE Cover Plates Load Screw:Bronze Alloy Model G5 Towers:Copper Alloy Model G5 QR Gasket Pins:Stainless Steel Model G5 SR Gasket Deflector:Bronze Alloy Cover Plate Finishes Cup:Steel (See Table 1) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-56 300 Sprinkler Components and Dimensions �• 1 2-5/16" (68 mm) Dia. Threads Body Cup Ceiling ....... Tower Fusible Link 3/4"(19 mm)Max. Deflector(retracted) �.I I Cover Plate Adjustment 3/16"(5 mm) Pin(extended) Deflector extended Model G4/G5 Cover Plate 3-5/16'(84 mm)Dia. V Ceiling Model G5-56 300 Sensitivity - Listing or Approval Agency Cover Plate°Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR Q.R:Quick-response SR:Standard-response Bulletin 034 Reliable Page 5 of 9 April 2023 www.reliablesprinkler.com Model :1 Standard Coverage, • • Pendent Sprinkler Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary . Threads:3/4"NPT or ISO 7-1 133/4 165°F(74'C)(Sprinkler) Nominal K-Factor:8.0(115 metric) [135'F(57'C)(Cover Plate)] Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212-F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165'F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy Levers:Bronze Alloy Sensitivity Yoke:Brass Alloy (See Table F) Sealing washer:Nickel with PTFE Cover Plates Load Screw:Bronze Alloy Model G5 ©, +o Towers:Copper Alloy Model G5 QR Gasket Pins:Stainless Steel Model G5 SR Gasket Deflector:Bronze Alloy Cover Plate Finishes Cup:Steel (See Table 1) Sprinkler Wrench Model W3 Model FC Listings and Approvals cULus Listed(Light&Ordinary Hazard only) Model G5-80 Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling Tower ....... :� Fusible Link ;! 3/4"(19 mm)Max. - Deflector(retracted) I I Cover Plate Adjustment ;;;;;;; 3/16"(5 mm) Pin(extended) ; Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model G5-80 Sensitivity - Listing or Approval Agency- ` Cover Plate Model cULus G5 QR G5 QR Gasket QR G5 SR Gasket SR QR:Quick-response SR:Standard-response Bulletin 034 ee Page 6 of 9 April 2023 a7 Ii0-b www.reliablesprinkler.com Model G5-80F Standard Coverage,Concealed Pendent Sprinkler SIN RA3417 Technical Specifications Temperature Ratings Style:Flat Concealed Pendent Ordinary Threads:3/4"NPT or ISO 7-1 R3/4 165'F(74'C)(Sprinkler) Nominal K-Factor:8.0(115 metric) [135°F(57'C)(Cover Plate)] Max.Working Pressure:175 psi(12 bar) Intermediate Material Specifications 212°F(100°C)(Sprinkler) Fusible Link:Beryllium Nickel [165'F(74°C)(Cover Plate)] Sprinkler Body:Brass Alloy Sensitivity Levers:Bronze Alloy Standard Response Yoke:Brass Alloy Cover Plates Sealing washer:Nickel with PTFE Model G5 Load Screw:Bronze Alloy Model G5 SR Gasket o Towers:Copper Alloy Pins Stainless Steel Cover Plate Finishes r Deflector:Stainless Steel (See Table I) Cup:Steel Sprinkler Wrench Model W3 Model FC Listings and Approvals FM Approved Model G5-80F Sprinkler Components and Dimensions • 2-5/16" (58 mm) Dia. Threads Body Cup Ceiling ::NIIINNIN - ....... Tower ....... Fusible Link I 3/4"(19 mm)Max. l; ;! 3/16"(5 mm) Deflector(retracted) �. Cover Plate Adjustment Pin(extended) I Deflector(extended)---- Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. V Ceiling Model G5-80F Sensitivity - Listing or Approval Agency Cover Plate Model FM G5 SR GSSR Gasket SR SR:Standard-response Bulletin 034 Reliable Page 7 of 9 April 2023 www.reliablesprinkler.com Installation Dimensions and Cover Plate.Information FIR- Recommended Min,,to Max.. in _` _.... g` MDeflectrin.to X Tem eratu're Cover Plate -Cover Plate Cover Plater Face of,Fittin Hoe Diameter p Cover.Plate Diameter. _ Adjustment W to Ceiling �,t 'Distance Rating. Model Inch Inch. Ceiling (mm) Inch (mm) :; Inch `below Ceiling F (mm) Inch °C) .�mm),, mm G5 3-5/16 (84) 135'F(3) 3-11/16 (57°C) G5 QR Gasket<2> (94) 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (67) (19) (38 to 57) (6 to 25) or G5 SR Gasket(2) 4 165'F(4) (101 mm) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available to assist with replacement of Reliable Model G4A sprinklers. 2. Model G5 QR Gasket and Model G5 SR Gasket cover plates are sold as assembled units including both the cover plate and gasket.Model G5 QR Gasket and Model G5 SR Gasket cover plates and gaskets are not interchangeable. 3. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 4. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Cover Plate Finishes(')«) ' " Listing &Approval Agencies Standard Finishes Special A "`licatiori Finishes <` White Paint Off-White Paint Individual Model G5 series sprinkler may be listed or approved by Chrome(4) Black Paint the following agencies: Custom Color Paint(Specify)(3) Underwriters Laboratories, Inc.and UL Canada(cULus) Raw Brass(Lacquered) Listing Category:Sprinklers,Automatic and Open Bright Brass(4) Guide Number: N V p Finished Bronze(4) FM Approvals FM Satin Chrome(4) pp ( ) Stainless Steele(4) Loss Prevention Certification Board(LPCB) Custom Printed VdS Schadenverhutung GmbH(VdS) Notes: EC-Certificate of Conformity 0832-CPD-2062(CE) 1. Paint or any other coating applied over the factory finish will void all UKCA EN12259-1 :1999+A3:2006 approvals and warranties. See Table A and the individual sprinkler data sheets in this Bulletin 2. Cover plates do not carry corrosion resistant listings or approvals. for listings and approvals applicable to each sprinkler. 3. Custom color paint is semi-gloss unless specified otherwise. 4. Not listed for use with QR sealing gasket. 5. Stainless steel clad cover plates are Type 316 Stainless Steel on the Installation finished side and C102 Copper Alloy on the back side. Model G5 series sprinklers are intended to be installed in accordance with NFPA 13,FM Global Property Loss Prevention Application Data Sheets,and the requirements of applicable authorities Model G5 series sprinklers are standard coverage,flat plate having jurisdiction.Model G5 series sprinklers must not be concealed pendent sprinklers.The sprinklers are intended for installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed use in accordance with NFPA 13 and FM Global Property Loss following installation. Prevention Data Sheets,as well as the requirements of the applicable approval agencies. Model G5 series sprinklers are shipped with awrench-able protective cap that should remain on the sprinkler until the Model G5 series sprinklers are available as either Quick-response sprinkler system is placed in service following construction. (QR)or Standard-response(SR)depending on the approval Model G5 series sprinklers can be installed without removing agency and cover plate selected. the wrench-able protective cap using the Model W3 wrench. Alternatively,Model 05 series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap Model G5 series sprinklers use Model G5 flat cover plates. Model during installation of the sprinkler.The use of any other wrench G5 QR Gasket and G5 SR Gasket cover plates are available to to installed Model G5 series sprinklers is not permitted and may limit air and dust movement through the ceiling. damage the sprinkler. Bulletin 034 Reliable Page 8 of 9 April 2023 www.reliablesprinkler.com ■ Aft Model FC Model W3 For use with Model G5 Series sprinklers For use with Model G5 Series sprinklers with without wrench-able cap installed wrench-able cap installed Fully insert the Model W3 wrench over the cap until it reaches Replace any sprinkler or cover plate which has been painted(other the bottom of the cup,or the Model FC wrench over the sprinkler than factory applied).Properly installed Model G5 cover plates will until the wrench engages the body. Do not wrench any other have an air gap that is required for proper operation, do not seal part of the sprinkler/cup assembly.The Model W3 and FC the gap or paint the cover plates.Model G5 series sprinklers have wrenches are designed to be turned with a standard 1/2"square holes in the cup that must remain unobstructed. drive.Tighten the sprinkler into the fitting after applying a PTFE Replace any sprinkler which has been damaged.A stock of spare based thread sealant to the sprinkler's threads. Recommended sprinklers should be maintained to allow quick re-placement installation torque is specified in Table J. of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Installation Torque . . - Recommended Installation Guarantee ;3prinkler Threads ' Torque For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, flab, N m and conditions,visit www.reliablesprinkler.com. '/2'NPT or IS07-1R1/2 8-18 11-24 3/"NPT or ISO7-1 R3/4 14-20 19-27 Patents Do not exceed the maximum recommended torque.Exceeding the Model G5 series sprinklers may be covered by one or more of the maximum recommended torque may cause leakage or impairment following patents: of the sprinkler. Use care when inserting or removing the wrench U.S. Patent 6,554,077, U.S. Patent 7,275,603, U.S. Patent from the sprinkler to avoid damage to the sprinkler. 8,776,903, U.S. Patent 9,248,327 Install the cover plate by hand,pushing and then turning the cover Ordering Information in the clockwise direction until it is tight against the ceiling. For Specify the following when ordering. Model G5 QR Gasket and Model G5 SR Gasket cover plates, the gasket should be attached to the flange of the cover plate skirt Sprinkler only.Do not glue the gasket in place or allow the gasket to overlap • Model[G5-28][G5-42][G5-56][G5-56 300] both the cover plate and the flange of the skirt. [G5-80][G5-80F] • Temperature Rating[165°F(74°C)][212°F(100°C)] Maintenance • Threads[NPT or ISO 7-1] Reliable Model G5 series sprinkler should be inspected and the Cover Plate sprinkler system maintained in accordance with NFPA 25, as well • Model[G5,G5 QR Gasket,G5 SR Gasket] as the requirements of any Authorities Having Jurisdiction. Finish(See Table 1) Prior to installation,sprinklers should remain in the original cartons Sprinkler Wrench and packaging until used. This will minimize the potential for • Model W3 damage to sprinklers that could cause improper operation or non- • Model FC operation. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming without touching the sprinkler. rn rn rn z ii Bulletin 034 Reliable Page 9 of 9 April 2023 www.reliabiesprinkler.com 5 4 Bulletin 110 October 2023 Rel Q Model G Series Standard-Response Sprinklers Features • Standard coverage,standard-response sprinklers • Upright, pendent, horizontal sidewall,and vertical sidewall n deflectors - - • Robust solder capsule thermal element • Available in a wide variety of finishes Product Description . Reliable Model G Series sprinklers are standard-response standard spray automatic sprinklers using a solder capsule thermal element.The solder is captured in the cylinder of the capsule by a stainless steel ball.When the solder melts,the ball Upright Pendent moves into the cylinder allowing the thermal element to fall away from the sprinkler.When this occurs,the compressed strut and lever spring free from the sprinkler.System pressure then clears Note: Not all versions of the product are shown. the waterway of all operating parts allowing the deflector to evenly distribute water. Pendent and horizontal sidewall sprinklers may be installed When fitted with an approved water shield,these sprinklers may exposed or surface mounted using escutcheons such as the considered intermediate sprinklers for use in racks, below grated Reliable Models B, C,or HB(reference Technical Bulletin 204). walkways,and other areas where intermediate level sprinklers are required. When installed recessed,the Model G Series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons. Refer to the technical information on the following pages for specific listings for recessed installations and Figures 6 and 7 for dimensional information. Sprinkler Summary " K Factor gpmlpsi12 Sprinkler Identification Model ,n Listings;&Approvals '=Threads (Ipnilbar .) Nuinber'(SIN) 2.8(40) UL,FM 1/2"NPT,ISO 7-R1/2 R1021 4.2(60) UL 1/2"NPT,ISO 7-R1/2 R1023 G Upright 5.6(80) UL,FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1025 8.0(115) UL,FM 1/2"NPT,ISO 7-R1/2 R1026 8.0(115) UL,FM,LPCB,EC,UKCA 3/4"NPT,ISO 7-R3/4 R1027 G Upright 5.6(80) UL,FM ` 1/2"NPT,ISO 7-R1/2 R1425 Intermediate „ 8.0(115) UL,FM 3/4"NPT,ISO 77R3/4 , R1427 2.8(40) UL,FM 1/2"NPT,ISO 7-R1/2 R1011 G Pendent 4.2(6.0) UL 1/2"NPT,ISO 7-R1/2 R1013 5.6 80 UL,FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R10T5 8.0(115) UL,FM,LPCB,EC,UKCA 3/4"NPT,ISO 7-R3/4 R1017 2.-8(40)' UL 1/2"'14PT,ISO 7-R1/2 R1231 .4.2(60) UL 1/2".NPT,ISO 7-R1/2 R1233 G Horizontal 5.6(80) UL,FM,-LPCB 1/2"NPT,ISO 7-R1/2 R1235' Sidewall 8.0(115) ,UL 1/2"NPT,ISO7-R1/2 R1236, 8.0(115). UL 3(4"NPT,ISO 7-R3/4 R1237 G Vertical Sidwall 5.6(80) FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1285 www.reliablesprinkler.com 4 t Model Technical Specifications Style:Upright Temperature Ratings Threads:(see Table B) 135°F(57°C) Nominal K-Factor:(See Table B) 165°F(74°C) Max.Working Pressure: 212°F(100°C) r e� 175 psi(12 bar) 286°F(141°C) ; Guards&Shields Material Specifications D-1 Guard(UL) Thermal Sensor: Solder capsule C-1 Guard(FM) Sprinkler Frame:Brass Alloy C-3 Guard with Shield(UL,FM on R1025, Cap:Bronze Alloy with PTFE R1026,and R1027 only) ' Load Screw:Brass Alloy Sprinkler Wrench - Deflector:Brass Alloy Model W2 Sprinkler Finishes t (See Table F) Listings and Approvals Sensitivity (See Table B) Standard response Model G Upright Sprinkler Components and Dimensions Note:Deflector on K2.8 and K4.2 Model G 40mm] 1 1/2" Upright is 1-1/4"(32 mm)diameter. 1 1/2"[ [40mm] (K5.6) Strut and :�—_ Deflector lever Y Y Y Solder Frame I I Capsule I 2 3/4"[71 mm] ! 2 7/8"[72mm] Thermal Element RM CO Wrench RA$CO RA CO Flat Seat Threads I Shown with 1/2"Threads Shown with 3/4"Threads Model G Upright Sprinklers = SIN. K-factor(US) K-factor(Metric) - Threads- Approvals R1021 2.8 40 1/2" NPT, ISO 7-R1/2 UL, FM R1023 4.2 60 1/2"NPT, ISO 7-R1/2 UL UL, FM, LPCB, R1025 5.6 80 1/2" NPT, ISO 7-R1/2 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 R1026 8.0 115 1/2"NPT, ISO 7-R1/2 UL, FM UL, FM, LPCB, R1027 8.0 115 3/4" NPT, ISO 7-R3/4 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 Bulletin 110 e1�ablEc Page 2 of 10 October 2023 www.reliablespdnkler.com 4 i Model G In - - Technical Specifications Temperature Ratings Style:Intermediate Upright 135°F(57°C) Threads:(See Table C) 165°F(74°C) Nominal K-Factor:(See Table C) 212°F(100°C) Max.Working Pressure: 286°F(141°C) 175 psi(12 bar) ld&Shie lds es Material Specifications Guar r Thermal Sensor:Solder Capsule Factory Water Shield(cULus,FM) Sprinkler Frame:Brass Alloy Sprinkler Wrenches s^ Cap:Bronze Alloy with PTFE Model W2 s: Load Screw:Brass Alloy Deflector:Brass Alloy Listings and Approvals Sprinkler Finishes (See Table C) Bronze(Only) Sensitivity Standard response - Model G Intermediate Upright Sprinkler Components and Dimensions Water Shield �3 1/4"[83mm] —{ [— 3 1/4"[83mm] Strut and lever T Deflector Solder Frame j I Capsule 3"[76mm] 3 1/8"[78mm] Thermal Element RA Wrench Flat RA$CO RA CO Seat Threads I Shown with 1/2"Threads Shown with 3/4"Threads Model G Intermediate Upright Sprinklers SIN K-factor(US) •K-factor(Metric) Threads Approvals R1425 5.60 80 1/2"NPT, ISO 7-R1/2 UL, FM R1427 8.00 115 3/4"NPT, ISO 7-R3/4 UL, FM Bulletin 110 Reliable Page 3 of 10 October 2023 www.reliablesprinkler.com S Model •- Technical Specifications Recessed Escutcheons Style: G(cULus,all SIN) Pendent G(FM,SIN R1015 only)(') Recessed Pendent F1 (cULus,all SIN) Threads:(See Table D) F1 (LPCB,SIN R1015 only) Nominal K-Factor:(See Table D) Max.Working Pressure: Guards&Shields(3) 175 psi(12 bar) D-1 Guard(UL) D-5 Guard and Shield(UL,R1015 and R1017) `� Material Specifications C-1 Guard(FM) Thermal Sensor:Solder Capsule C-5 Guard with Shield(FM on R1015 and R1017 Sprinkler Frame:Brass Alloy only) Cap:Bronze Alloy with PTFE S-1 (1/2")Shield(cULus,FM,R1015 only) Load Screw:Brass Alloy S-2(3/4")Shield(cULus,FM,R1017 only) Deflector:Brass Alloy Sprinkler Finishes Sprinkler Wrenches (See Table F) Model W2(non-recessed pendent) Model RC1 (recessed pendent) Sensitivity Standard response Listings and Approvals . (See Table D) Temperature Ratings 135-F(57-C) 165-F(74-C) 212-F(100-C) 286-F(141°C)l1> Notes: 1. 286°F(141°C)temperature rated sprinklers not approved for recessed installations. 2. FM Approval of Model G Recessed sprinkler for ordinary and extra hazard occupancies is limited to wet pipe systems only. 3. Not suitable for recessed installations. Model G Pendent Sprinkler Components and Dimensions 1 1/2"[37mm] 1 1/2"[37mm] Threads Seat Wrench Solder 3 Va Flat 3 03 Capsule Thermal j 2 7/8"[73mm] Element I Frame 23/4"[71mm] j j I I j Strut and lever Deflector -;:;��-, Shown with 1/2"threads and optional 3-1/4" Shown with 3/4"threads and optional 3-1/4" (83mm)diameter S1 Water Shield(order (83mm)diameter S2 Water Shield(order separately) separately) Model G Pendent Sprinklers MN .K-factor"(US) K-factor(Metric) Threads, Approvals- . R1011 2.8 40 1/2"NPT, ISO 7-R1/2 UL, FM R1013 4.2 60 1/2"NPT, ISO 7-R1/2 UL UL, FM, LPCB, R1015 5.6 80 1/2" NPT, ISO 7-R1/2 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 UL, FM, LPCB, R1017 8.0 115 3/4"NPT, ISO 7-R3/4 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 Bulletin 110 ReIlable Page 4 of 10 October 2023 www.reiiablesprinkler.com Model G Horizontal Sidewall Sprinkler Technical Specifications Temperature Ratings Style:Horizontal Sidewall 135°F(57°C) Threads:(See Table E) 165-F(74°C) Nominal K-Factor:See Table E 212-F(100-C) Max.Working Pressure: 286°F(141-C) 175 psi(12 bar) e' Material Specifications Recessed Escutcheons(')(2) Thermal Sensor:Solder Capsule F1 (UL) Sprinkler Frame:Brass Alloy (')ld&Shi Guards es `+ Cap:Bronze Alloy with PTFE Guar Load Screw:Brass Alloy D-1 Guard(UL,all SIN) Deflector:Brass Alloy C-1 Guard(FM,SIN R1235 only) Sprinkler Wrenches Sprinkler Finishes Model W2(non-recessed sidewall) (See Table F) Model RC-1 (recessed sidewall) Sensitivity Standard response Listings and Approvals(4) (See Table E) Notes: 1. Listed for use with 135°F(57°C)temperature rated sprinkler only. 2. Listed for Light Hazard ONLY when installed recessed. 3. Not suitable for recessed horizontal sidewall installations. 4. Listed for light hazard only,except for SIN R1235 is cULus Listed for ordinary hazard when exposed or surface mounted. Model G Horizontal Sidewall Sprinkler Components and Dimensions 1 1/2"[37mm] —1 1/2"[37mm] i Deflector i Strut and I I lever Frame I I Solder 1 I 3 3/8"[85mm] Capsule 3 1/4"[83mm] Thermal Element RA CO Wrench RA C RA C Flat Seat Threads Shown with 1/2"Threads Shown with 3/4"Threads Note:Please refer to Figure 7 for recessed installation. Model G Horizontal Sidewall Sprinklers - SIN K-factor(US) K-factor(Metric) Threads Approvals R1231 2.8 40 1/2" NPT, ISO 7-131/2 UL R1233 4.2 60 1/2"NPT, ISO 7-R1/2 UL R1235 5.6 80 1/2"NPT, ISO 7-R1/2 UL, FM, LPCB R1236 8.0 115 1/2"NPT, ISO 7-R1/2 UL R1237 8.0 115 3/4" NPT, ISO 7-R3/4 UL Bulletin 110 Reliable Page 5 of 10 October 2023 www.reliablesprinkler.com Model Technical Specifications Temperature Ratings Style: 135°F(57°C) Upright Vertical Sidewall 165°F(74°C) Pendent Vertical Sidewall w Threads:1/2"NPT or ISO 7-R1/2 212°F(100°C) Nominal K-Factor:5.6(80 metric) Max.Working Pressure: 175 psi(12 bar) ' Guards&Shields C-1 Guard(FM) Material Specifications Thermal Sensor:Solder Capsule Sprinkler Wrenches Sprinkler Frame:Brass Alloy Model W2 a Cap:Bronze Alloy with PTFE E Load Screw:Brass Alloy Listings and Approvals0) T Deflector:Brass Alloy FM Approved LPCB 7 Sprinkler Finishes EC(1438-CP-0055) k (See Table F) UKCA:0832-UKCA-CPR-S5104 Sensitivity Standard response Notes: 1. Listed and approved for Light Hazard ONLY. Model G Vertical Sprinkler Components and Dimensions 1 1/2" [37mm] Strut and Deflector lever j i Solder Frame j Capsule I Thermal 2 3/4" [71 mm] Element RASCO Wrench RASCO Flat Seat Threads Bulletin 110 Reliable Page 6 of 10 October 2023 www.reliablesprinkler.com Recessed Installation:Pendent Sprinklers 2 5/8"[67mm] Recommended Hole in Ceiling 2 1/8"[54mm] Reducing Fitting Face of fitting , 0 d to ceiling 1-1/2"[37mm]Min 2"[51 mm]Max � r 1/2"[13mm] Escutcheon 3"[76mm] 1/2"[11mm]Min Adjustment 1"[25mm]Max MODEL G RECESSED SPRINKLER 11ORECPEND Note:Model G Recessed sprinklers utilizing vented cups may not be used where the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings around the sprinkler cup are unobstructed following installation. 2 1/4"[57mm] Recommended Hole in Ceiling 1 7/8"[48mm] Reducing Turn collar tight Fitting Face of fitting to wrench boss to ceiling 1/4"[6mm]Min 1"[25mm]Max 3/4"[19mm] Escutcheon 1-3/8"[35mm]Min Adjustment 2-1/8"[54mm]Max 2 7/8"[72mm] MODEL G PENDENT SPRINKLER WITH MODEL F1 RECESSED ESCUTCHEON 110RECPENO Bulletin 110 Reliable Page 7 of 10 October 2023 www.reliablesprinkler.com . ti Recessed Installation:G Horizontal Sidewall Sprinklers 2 1/4"[57mm] Recommended Hole in Ceiling 1 7/8"[48mm] Reducing Turn collar tight Fitting Face of fitting to wrench boss to ceiling 1/4"[6mm] Min 1"[25mm] Max 3/4"[19mm] Escutcheon Adjustment 1-1/4"[32mm] Min 2"[51 mm] Max RELIABLE 2 7/8"[72mm] MODEL G HORIZONTAL SIDEWALL SPRINKLER WITH MODEL F1 RECESSED ESCUTCHEON (TOP VIEW) 11ORECHSW G Escutcheon F1 Recessed Bulletin 110 Reliable Page 8 of 10 October 2023 www.reliablesprinkler.com Model W2(upright, pendent,sidewall) H s Model RC1 (recessed) Finishes(')(2) - Standard Finishes `.S'pecial Application Finishes °G and`F1Aecessed G and F1 Recessed Sprinkler �" Sprmkler'' Escutcheons: Escutcheons Bronze Brass Bright Brass(5) Bright Brass 7 Chrome Chrome Satin Chrome Satin Chrome White Polyester(3)(4) White Polyester Custom Color Polyester(3)(4) Custom Color Polyester Lead Plated(5)(1) Wax Coated(6)r1)(8) Wax Over Lead(6)(7)(8) Notes: 1. Other finishes and colors are available on special order.Consult your Reliable sales representative for details. 2. Paint or any other coating applied over the factory finish will void all approvals and warranties. 3. The Model G Recessed assembly consists of a sprinkler mounted in a galvanized steel cup with a finished trim ring. 4. Only frame and deflector are coated,operating parts are chrome plated. 5. For 212°F(100°C)maximum temperature rated sprinklers only. 6. Not suitable for use with recessed installations. 7. cULus Listed as corrosion resistant. 8. Clear wax used on ordinary temperature rated sprinklers;brown wax used on intermediate temperature rated sprinklers.Brown wax may be used on high temperature rated sprinklers where the ambient temperature does not exceed 150°F(66°C). Maintenance Application Reliable Model G series sprinklers should be inspected and the Model G Series standard spray upright and pendent sprinklers sprinkler system maintained in accordance with NFPA 25, as well having K-factors of 5.6(80)and higher are permitted:to be used as the requirements of any authorities having jurisdiction. in all occupancy classifications and building construction types Prior to installation,sprinklers should remain in the original unless otherwise noted. cartons and packaging until used.This will minimize the potential Model G Series standard spray upright and pendent sprinklers for damage to sprinklers that could cause improper operation or having K-factors less than 5.6(80)are limited to light hazard non-operation. occupancies. Do not clean sprinklers with soap and water,ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming Model G Series sidewall sprinklers shall only be installed in without touching the sprinkler. light hazard occupancies with smooth, horizontal or sloped,flat Replace any sprinkler which has been painted(other than factory ceilings unless otherwise noted. applied).A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent operation or non-operation during a fire event. Bulletin 110 Re1�ab1E� Page 9 of 10 October 2023 www.rellablesprinkler.com s Installation Ordering Information Model G Series sprinklers must be installed in accordance with Specify the following when ordering: NFPA 13 and the requirements of all applicable authorities having jurisdiction Model Model G Series sprinklers must be installed with the Reliable G sprinkler installation wrench identified in this Bulletin.Any other wrench may damage the sprinkler.A leak tight sprinkler joint Deflector/Orientation can be obtained with a torque of 8 to 18 lb-ft(11 -24 N•m)for Upright 1/2"sprinklers and a torque of 14-20 lb-ft(19-27 N•m)for 3/4" Upright Intermediate sprinklers after applying appropriate thread sealant. Pendent • G Recessed Do not tighten sprinklers over the maximum recommended Horizontal Sidewall installation torque. Exceeding the maximum recommended Vertical Sidewall installation torque may cause leakage or impairment of the sprinkler. Temperature Rating Guarantee See sprinkler technical specifications For the guarantee,terms,and conditions,visit Sprinkler Finish www.reliablesprinkler.com. See Table F Recessed Escutcheon* • G • F1 Escutcheon Finish • See Table F Sprinkler Wrench • Model W2(upright,non-recessed pendent,and sidewall) • Model RC1 (recessed) Guards and Shields • See sprinkler technical specifications *Note:286°F(141°C)sprinklers are not listed to be used recessed. LO 0 0 0 ti rn rn rn rn rn z a Bulletin 110 Reliable Page 10 of 10 October 2023 www.reliablesprinkler.com • Bulletin 110 October 2023 Q Model G Series Standard-Response Sprinklers Features • Standard coverage,standard-response sprinklers -' t • Upright, pendent, horizontal sidewall, and vertical sidewall r deflectors y • Robust solder capsule thermal element • Available in a wide variety of finishes Product Description Reliable Model G Series sprinklers are standard-response standard spray automatic sprinklers using a solder capsule thermal element.The solder is captured in the cylinder of the capsule by a stainless steel ball.When the solder melts,the ball Upright Pendent moves into the cylinder allowing the thermal element to fall away from the sprinkler.When this occurs,the compressed strut and lever spring free from the sprinkler.System pressure then clears Note: Not all versions of the product are shown. the waterway of all operating parts allowing the deflector to evenly distribute water. Pendent and horizontal sidewall sprinklers may be installed When fitted with an approved water shield,these sprinklers may exposed or surface mounted using escutcheons such as the considered intermediate sprinklers for use in racks, below grated Reliable Models B, C,or HB(reference Technical Bulletin 204). walkways, and other areas where intermediate level sprinklers are required. When installed recessed,the Model G Series sprinklers are specifically listed with and may only be installed with listed Reliable escutcheons. Refer to the technical information on the following pages for specific listings for recessed installations and Figures 6 and 7 for dimensional information. Sprinkler Summary K-Factor gpmlpsi112' Sprinkler Identification Model Listings&Approvals 'Threads lipm/bar112) ..Number(SIN) 2.8(40) UL,FM 1/2"NPT,ISO 7-R1/2 R1021 4.2(60) UL 1/2"NPT,ISO 7-R1/2 R1023 G Upright 5.6(80) UL,FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1025 8.0(115) UL,FM 1/2"NPT,ISO 7-R1/2 R1026 8.0(115) UL,FM,LPCB,EC,UKCA 3/4"NPT,ISO 7-R3/4 R1027 G Upright 5.6(80) UL,FM 1/2":NPT,ISO 7-R1/2 R1425 Intermediate 8.0,(115) UL,FM 3/4"NPT,ISO 7-R3/4 R1427 2.8(40) UL,FM 1/2"NPT,ISO 7-R1/2 R1011 4.2(60) UL 1/2"NPT,ISO 7-R1/2 R1013 G Pendent 5.6(80) UL,FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1015 8.0(115) UL,FM,LPCB,EC,UKCA 3/4"NPT,ISO 7-R3/4 R1017 2.-8(40) UL 1/2"NPT,ISO 7-R1/2 R1231 -4.2(60) UL 1/2"NPT,ISO 7-R1/2 R1233 G Horizontal Sidewall 5.6(80) UL,FM,LPCB 1/2 NPT,ISO 7-R1/2 R1235 8.0(115) UL 1/2"NPT,ISO 7-R1/2 R1236 8.0(115) UL 3/4".NPT,ISO 7-R3/4 R1237. G Vertical Sidwall 5.6(80) FM,LPCB,EC,UKCA 1/2"NPT,ISO 7-R1/2 R1285 www.reliablesprinkler.com Model Technical Specifications Style:Upright Temperature Ratings Threads:(see Table B) 135°F(57°C) Nominal K-Factor:(See Table B) 165°F(74°C) Max.Working Pressure: 212°F(100°C) �- 175 psi(12 bar) 286°F(141°C) Guards&Shields Material Specifications D-1 Guard(UL) Thermal Sensor: Solder capsule C-1 Guard(FM) Sprinkler Frame:Brass Alloy C-3 Guard with Shield(UL,FM on R1025, Cap:Bronze Alloy with PTFE R1026,and R1027 only) Load Screw:Brass Alloy Sprinkler Wrench Deflector:Brass Alloy Model W2 Sprinkler Finishes (See Table F) Listings and Approvals Sensitivity (See Table B) Standard response Model G Upright Sprinkler Components and Dimensions Note:Deflector on K2.8 and K4.2 Model G Upright is 1-1/4"(32 mm)diameter. 1 1/2"[40mm] 1 1/2"[40mm] (K5.6) I I I Strut and Deflector lever �: ::—::T_— —::� — -- — Solder Frame I I Capsule I I 2 3/4"171mm] 2 7/8"[72mm] Thermal Element RA$CO Wrench Seat Flat RA CO RA CO Threads I Shown with 1/2"Threads Shown with 3/4"Threads Model G Upright Sprinklers - SIN K-factor(US) K-factor(Metric) Threads Approvals R1021 2.8 40 1/2"NPT, ISO 7-R1/2 UL, FM R1023 4.2 60 1/2" NPT, ISO 7-R1/2 UL UL,FM, LPCB, R1025 5.6 80 1/2"NPT, ISO 7-R1/2 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 R1026 8.0 115 1/2" NPT, ISO 7-R1/2 UL, FM UL, FM, LPCB, R1027 8.0 115 3/4"NPT, ISO 7-R3/4 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 Bulletin 110 ellabl Page 2 of 10 October 2023 www.reliablesprinkler.com UprightModel G Intermediate . Technical Specifications Temperature Ratings Style:Intermediate Upright 135°F(57°C) _ Threads:(See Table C) 165°F(74°C) Nominal K-Factor:(See Table C) 212°F(100°C) Max.Working Pressure: 286°F(141°C) 175 psi(12 bar) Material Specifications Guards&Shields Thermal Sensor:Solder Capsule Factory Water Shield(cULus,FM) ,? r Sprinkler Frame:Brass Alloy Sprinkler Wrenches `! Cap:Bronze Alloy with PTFE Model W2 J Load Screw:Brass Alloy Deflector:Brass Alloy Listings and Approvals Sprinkler Finishes (See Table C) } Bronze(Only) Sensitivity Standard response Model G Intermediate Upright Sprinkler Components and Dimensions Water Shield �3 1/4"[83mm]� [�3 1/4"[83mm] Strut and lever Y Deflector ATN Solder Frame 7 1 Capsule 3"[76mm] 3 1/8"[78mm] Thermal Element RA$CO Wrench Flat RA CO RA CO Seat Threads I Shown with 1/2"Threads Shown with 3/4"Threads Model G Intermediate Upright Sprinklers • - SIN K-factor(US) _ K-factor(Metric) Threads Approvals R1425 5.60 80 1/2" NPT, ISO 7-R1/2 UL, FM R1427 8.00 115 3/4" NPT, ISO 7-R3/4 UL, FM Bulletin 110 Page 3 of 10 October 2023 Reliable www.reliablesprinkler.com Model G Pendent Sprinkler Technical Specifications Recessed Escutcheons Style: G(cULus,all SIN) Pendent G(FM,SIN R1015 only)(z) Recessed Pendent F1 (cULus,all SIN) Threads:(See Table D) F1 (LPCB,SIN R1015 only) Nominal K-Factor:(See Table D) Max.Working Pressure: Guards&Shields(') 175 psi(12 bar) D-1 Guard(UL) G. D-5 Guard and Shield(UL,R1015 and R1017) Material Specifications C-1 Guard(FM) Thermal Sensor:Solder Capsule C-5 Guard with Shield(FM on R1015 and R1017 Sprinkler Frame:Brass Alloy only) Cap:Bronze Alloy with PTFE S-1 (1/2")Shield(cULus,FM,R1015 only) Load Screw:Brass Alloy S-2(3/4")Shield(cULus,FM,R1017 only) Deflector:Brass Alloy Sprinkler Finishes Sprinkler Wrenches (See Table F) Model W2(non-recessed pendent) Sensitivity Model RC1 (recessed pendent) Standard response Listings and Approvalsu (See Table D) Temperature Ratings 135°F(57°C) 165°F(74°C) 212°F(100°C) 286°F(141°C)(1) Notes: 1. 286°F(141°C)temperature rated sprinklers not approved for.recessed installations. 2. FM Approval of Model G Recessed sprinkler for ordinary and extra hazard occupancies is limited to wet pipe systems only. 3. Not suitable for recessed installations. Model G Pendent Sprinkler Components and Dimensions �• �> 1 1/2"[37mm] 1 1/2"[37mm] Threads Seat Wrench Solder 0 d Flat 0 db 00 d Capsule Thermal I 271 [73mm] Element j Frame 23/4"[71mm] I I Strut and lever Deflector Shown with 1/2"threads and optional 3-1/4" Shown with 3/4"threads and optional 3-1/4" (83mm)diameter S1 Water Shield(order (83mm)diameter S2 Water Shield(order separately) separately) Model G Pendent Sprinklers �) .SIN K-factorfactor'(Metric) Threads Approvals. , R1011 2.8 40 1/2" NPT, ISO 7-R1/2 UL, FM R1013 4.2 60 1/2"NPT, ISO 7-R1/2 UL UL, FM, LPCB, R1015 5.6 80 1/2" NPT, ISO 7-R1/2 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 UL, FM, LPCB, R1017 8.0 115 3/4"NPT, ISO 7-R3/4 EC: 1438-CPR-0053 U KCA:0832-U KCA- CPR-S5104 Bulletin 110 Reliable Page 4 of 10 October 2023 www.reliablesprinkler.com Model G Horizontal Sidewall Sprinkler Technical Specifications Temperature Ratings Style:Horizontal Sidewall 135°F(57°C) Threads:(See Table E) 165°F(74°C) Nominal K-Factor:See Table E 212°F(100°C) Max.Working Pressure: 286°F(141°C) 175 psi(12 bar) Material Specifications Recessed Escutcheons(')(z) Thermal Sensor:Solder Capsule F1 (UL) s' Sprinkler Frame:Brass Alloy Cap:Bronze Alloy with PTFE Guards&Shields(3)r ]i Load Screw:Brass Alloy D-1 Guard(UL,all SIN) Deflector:Brass Alloy C-1 Guard(FM,SIN R1235 only) Sprinkler Wrenches Sprinkler Finishes Model W2(non-recessed sidewall) (See Table F) Model RC-1 (recessed sidewall) Sensitivity Standard response Listings and Approvals(4) (See Table E) Notes: 1. Listed for use with 135°F(57°C)temperature rated sprinkler only. 2. Listed for Light Hazard ONLY when installed recessed. 3. Not suitable for recessed horizontal sidewall installations. 4. Listed for light hazard only,except for SIN R1235 is cULus Listed for ordinary hazard when exposed or surface mounted. Model G Horizontal Sidewall Sprinkler Components and Dimensions 1 1/2"[37mm] —1 1/2"[37mm] Deflector i Strut and I I lever I I Frame I Solder F I 3 1/4"[83mm] 1 3 3/8"[85mm] Capsule Thermal Element RA CO Wrench RA C RA C Flat Seat Threads Shown with 1/2"Threads Shown with 3/4"Threads Note: Please refer to Figure 7 for recessed installation. Model G Horizontal Sidewall Sprinklers SIN K-factor(US) K-factor(Metric) Threads " Approvals R1231 2.8 40 1/2" NPT, ISO 7-131/2 UL R1233 4.2 60 1/2"NPT, ISO 7-R1/2 UL R1235 5.6 80 1/2"NPT, ISO 7-R1/2 UL, FM, LPCB R1236 8.0 115 1/2"NPT, ISO 7-R1/2 UL R1237 8.0 115 3/4" NPT, ISO 7-133/4 UL Bulletin 110 Page 5 of 10 October 2023 Reliable www.reliablesprinkler.com Model G Vertical Sidewall Sprinkler SIN R1285 Technical Specifications Temperature Ratings Style: 135°F(57°C) Upright Vertical Sidewall 165°F(74°C) Pendent Vertical Sidewall . , 212°F(100°C) Threads:1/2"NPT or ISO 7-R1/2 286°F(141°C) Nominal K-Factor:5.6(80 metric) Max.Working Pressure: 175 psi(12 bar) Guards&Shields r}, C-1 Guard(FM) Material Specifications Thermal Sensor:Solder Capsule Sprinkler Wrenches (, Sprinkler Frame:Brass Alloy Model W2 Cap:Bronze Alloy with PTFE Load Screw:Brass Alloy Listings and Approvals') Deflector:Brass Alloy FM Approved LPCB Sprinkler Finishes EC(1438-CP-0055) y (See Table F) UKCA:0832-UKCA-CPR-S5104 Sensitivity Standard response Notes: 1. Listed and approved for Light Hazard ONLY. Model G Vertical Sprinkler Components and Dimensions 1 1/2" [37mm] Strut and Deflector lever i I I I Solder Frame j Capsule I Thermal I 2 3/4" [71 mm] Element RASCO Wrench Flat RASCO Seat Threads Bulletin 110 www.reliablesprinkler.com 6 of 10 October 2023 www.reliablesprinkler.com Recessed Installation:Pendent Sprinklers 2 5/8"[67mm] Recommended Hole in Ceiling 2 1/8"[54mm] Reducing Fitting , Face of fitting to ceiling 1-1/2"[37mm]Min 2"[51 mm]Max , 1/2"[13mm] Escutcheon 3"[76mm] 1/2"[11mm]Min Adjustment 1"[25mm]Max MODEL G RECESSED SPRINKLER 110RECPEND Note:Model G Recessed sprinklers utilizing vented cups may not be used where the pressure in the space above the ceiling is positive with respect to the protected area. Ensure that the openings around the sprinkler cup are unobstructed following installation. 2 1/4"[57mm] Recommended Hole in Ceiling 1 7/8"[48mm] Reducing Turn collar tight Fitting Face of fitting to wrench boss to ceiling 1/4"[6mm]Min 1"[25mm]Max , 3/4"[19mm] Escutcheon 1-3/8"[35mm]Min Adjustment 2-1/8"[54mm]Max 2 7/8"[72mm] MODEL G PENDENT SPRINKLER WITH MODEL F1 RECESSED ESCUTCHEON 11ORECPEND Bulletin 110 eliab le Page 7 of 10 October 2023 www.reliablesprinkler.com Recessed Installation:G Horizontal Sidewall Sprinklers 2 1/4"[57mm] Recommended Hole in Ceiling 1 7/8"[48mm] Reducing Turn collar tight Fitting Face of fitting to wrench boss to ceiling 1/4"[6mm] Min , 1"[25mm] Max 3/4"[19mm] Escutcheon Adjustment 1-1/4"[32mm] Min 2"[51 mm] Max �� SID ALL i0P HSW1 I� RELIABLE 2 7/8" [72mm] MODEL G HORIZONTAL SIDEWALL SPRINKLER WITH MODEL F1 RECESSED ESCUTCHEON (TOP VIEW) 11ORECHSW 31 G Escutcheon F1 Recessed Bulletin 110 Reliable Page 8 of 10 October 2023 www.reliablesprinkler.com ,1` I .1 � Z Model W2(upright, pendent,sidewall) � = Model RC1 (recessed) Finishes(')(z) . . - Standard Finishes -Special Application Finishes Sprinklec'I G and F1 Recessed Sprinkler 'G andF,7-Recessed• Escutcheons Escutcheons--' Bronze Brass Bright Brass(5) Bright Brass . Chrome Chrome Satin Chrome Satin Chrome White Polyester(3)(4) White Polyester Custom Color Polyester(3)(4) Custom Color Polyester Lead Plated(5)(1) Wax Coated(e)(7)(e) Wax Over Lead(6)(1)(8) Notes: 1. Other finishes and colors are available on special order.Consult your Reliable sales representative for details. 2. Paint or any other coating applied over the factory finish will void all approvals and warranties. 3. The Model G Recessed assembly consists of a sprinkler mounted in a galvanized steel cup with a finished trim ring. 4. Only frame and deflector are coated,operating parts are chrome plated. 5. For 212°F(100°C)maximum temperature rated sprinklers only. 6. Not suitable for use with recessed installations. 7. cULus Listed as corrosion resistant. 8. Clear wax used on ordinary temperature rated sprinklers;brown wax used on intermediate temperature rated sprinklers.Brown wax may be used on high temperature rated sprinklers where the ambient temperature does not exceed 150°F(66°C). Maintenance Application Reliable Model G series sprinklers should be inspected and the Model G Series standard spray upright and pendent sprinklers sprinkler system maintained in accordance with NFPA 25,as well having K-factors of 5.6(80)and higher are permitted to be used as the requirements of any authorities having jurisdiction. in all occupancy classifications and building construction types Prior to installation,sprinklers should remain in the original unless otherwise noted. cartons and packaging until used.This will minimize the potential Model G Series standard spray upright and pendent sprinklers for damage to sprinklers that could cause improper operation or having K-factors less than 5.6(80)are limited to light hazard non-operation. occupancies. Do not clean sprinklers with soap and water, ammonia liquid or any other cleaning fluids. Remove dust by gentle vacuuming Model G Series sidewall sprinklers shall only be installed in without touching the sprinkler. light hazard occupancies with smooth,horizontal or sloped,flat Replace any sprinkler which has been painted(other than factory ceilings unless otherwise noted. applied).A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Failure to properly maintain sprinklers may result in inadvertent - operation or non-operation during a fire event. Bulletin 110 e1i�b,� Page 9 of 10 October 2023 www.reliablesprinkler.com Installation Ordering Information Model G Series sprinklers must be installed in accordance with Specify the following when ordering: NFPA 13 and the requirements of all applicable authorities having jurisdiction Model Model G Series sprinklers must be installed with the Reliable G sprinkler installation wrench identified in this Bulletin.Any other wrench may damage the sprinkler.A leak tight sprinkler joint Deflector/Orientation can be obtained with a torque of 8 to 18 lb-ft(11 -24 N•m)for Upright 1/2"sprinklers and a torque of 14-20 lb-ft(19-27 N•m)for 3/4" Upright Intermediate sprinklers after applying appropriate thread sealant. Pendent • G Recessed Do not tighten sprinklers over the maximum recommended Horizontal Sidewall installation torque. Exceeding the maximum recommended Vertical Sidewall installation torque may cause leakage or impairment of the sprinkler. Temperature Rating Guarantee See sprinkler technical specifications For the guarantee,terms,and conditions,visit Sprinkler Finish www.reliablesprinkler.com. See Table F Recessed Escutcheon* • G • F1 Escutcheon Finish • See Table F Sprinkler Wrench • Model W2(upright,non-recessed pendent,and sidewall) • Model RC1 (recessed) Guards and Shields • See sprinkler technical specifications *Note:2860F 041°C)sprinklers are not listed to be used recessed. CD 0 0 0 ti rn rn rn rn rn z 0- Bulletin 110 Reliable Page 10 of 10 October 2023 www.reliablesprinkler.com PORK wor ere CERTIFICATE OF INSURANCE COVERAGE STATE COmPehsatlOn Board DISABILITY AND PAID FAMILY LEAVE BENEFIT ,'.-_ PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed l isurance Agent of that Carr! 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone I Numbe Pot sure 2024 �: C� �IAY 1 0 PLUMBWELL SERVICES LLC __- 49B Toledo Street (516)260-1226 FARMI[NGDALE,NY 11735 1c.Federal Employer Identification NumEe�`of�lnsur@.d :;; ;4.: u Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Guardian Life Insurance Suffolk County,Department of Labor, Licensing&Consumer Affairs 3b.Policy Number of Entity Listed in Box"I a" P.O.Box 6100 933131-0000 Hauppauge,NY 11788 3c.Policy effective period 07/19/2023 to 07/19/2024 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: © A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 07/18/2023 By --=NWV0 k (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 631-366-2774 Name and Title David Takach,President IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit, PO Box 520d, Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of.New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Illlll�iBii-1�2ii0iii�1�iii(i1i0i-�1�7)iilQl�l NYSIF PO Box 66699,Albany,NY 12206 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A 812974925 IM NOW HAMOND SAFETY MANAGEMENT LLC 6800 JERICHO TURNPIKE SUITE 105W 1 SYOSSET NY 11791 �� Y SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PLUMBWELL SERVICES LLC SUFFOLK COUNTY DEPT OF LABOR 49B TOLEDO STREET LICENSING&CONSUMER AFFAIRS FARMINGDALE NY 11735 PO BOX 6100 HAUPPAUGE NY 11788 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 2593 999-2 1 504426 07/19/2023 TO 07/01/2024 07/19/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2593 999-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK'EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:IANWW.NYSIF.COM/CERT/ CERTVAL•.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATEINSURANCE FUND DIRECTOR,I(SURANCE FUND UNDERWRITING VALIDATION NUMBER: 522293468 000000000000117422876u Form WCCERT-NOPRWr Version 3(08/29/2019)[WC Policy-259399921 U-263 �� fMnMMf1M.141'.w'lio)LIIM/1f11M/1lCllYYllVxil_1f4 Ll Ol I1TffnM IJM/'OfT t1M4 MM41 DATE(M M/D A Q CERTIFICATE OF LIABILITY INSURANCE 10711812023 °"""' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Takach&Associates,Inc. FAX Takach S Associates,Inc. PHONE 631 366-2774 JAIL 631 366-2739 112 Terry Road -MaL . csr4@-takachinsurance.com Smithtown NY 11787 INSURERS AFFORDING COVERAGE NAIC tt INSURER A:Merchants Mutual Insurance Company 23329 INSURED INSURER B:Merchants Preferred Insurance Company 12901 ROBERT WISSING INSURERC: PLUMBWELL SERVICES LLC INSURER D: 49 Toledo St Ste B INSURER E• Guadian Life Insurance 64246 Farmingdale,NY 11735 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LTR POLICY NUMBER LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000 000 A CLAIMS WADE OCCUR DAMAGE TO RENTED g 500 D00 X Contractual Liability X BOP1091441 07M9/2023 07/19/2024 MEDEXP(Any oneperson) 16,000 X Primary and Non Contributory PERSONAL&ADV INJURY $Included GEN'L AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $2,000,000 JECTLOG PRODUCTS-COMP/OP AGG $2,000 OOO POLICY�PRO-- OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $1,000,000 B ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED AUTOS ONLY AUTOS CAP1067186 07/19/2023 07/19/2024 BODILY INJURY(Per accident) $ HIRED NON-OWNED X AUTOS ONLY X AUTOS ONLY PROPERTY DAMAGE $ X UMBRELLALIAB X OCCUR EACH OCCURRENCE $1,000,000 A EXCESS LIAB CLAIMS-MADE CUP1000984 07/19/2023 07/19/2024 AGGREGATE $1,000,000 DED I X I RETENTION$10,000 $ WORKERS COMPENSATION J.PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ H yyes,describe under DESCRIPTI N OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ E NYS DISABILITY&PFL 933131-0000 07/19/2023 07/19/2024 NYS LIMITS DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate Holder is included as additional insured. CERTIFICATE HOLDER CANCELLATION c Suffolk County,Department of Labor, SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Licensing&Consumer Affairs ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 6100 Hauppauge,NY 11788 AUTHORIZED REPRESENTATIV 7910# _j <MC5 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD M/P/S Engineering PLLC g g 4 Hutch Court, Dix Hills, NY 11746 516-779-3201 scott.segal@mpsengineering.net 1 2024 May 17, 2024 � �vtitlln��epatl3�evt� Town of Southold boo°tc�uthold 54375 Route 25 Southold NY 11971 Attention: Fire Marshal Fred Visser Project: NBLI Southold Job This letter will serve as confirmation that the sprinkler modifications being done for NBLI Southold, located at 53345 Main Road, Unit# 11-1 has no impact on the operation on the system as there is no changes to the hydraulic requirements of the sprinkler system. If there are any questions or need additional information,please do not hesitate to contact our office at 516 -779-3201 or scott.segal@mpsengineering.net Very Truly Yours, M/P/S Engineering PLLC �EOF N&k r Ps 2 d =w OT ARO ESSIONP� Scott Segal, P.E. NYS PE LIC # 070564 M/P/S ENGINEERING PLLC GENERAL SPRINKLER NOTES SPRINKLE R DESIGN NOTES �. ,EAo AR/OI ro eB"r.N"cBO snBORPc usO 1. THE AUTOMATIC SPRINKLER SYSTEM DESIGN, INSTALLATION MATERIAL, AND TESTING SHALL 1. CLASSIFICATION OF AUTOMATIC SPRINKLER HEADS PER CHAPTER 5 NFPA 13. 31. THE USE OF LISTED INSERTS SET IN CONCRETE AND LISTED EXPANSION 7J/b' ., E�wsmm'om �µ APPRPiFD,cn+oo a auFPaRr D�J BE IN ACCORDANCE WITH THE 2020 THE NEW YORK STATE BUILDING CODE (NYS BC), SHIELDS TO SUPPORT HANGERS SHALL BE PERMITTED FOR MAINS AND OmcHm mO,R IBLO�RCK NXT NFPA 13 "INSTALLATION OF SPRINKLER SYSTEMS" 2016 EDITI❑N. 2. ALL SPRINKLER COMPONENTS AND HARDWARE SHALL BE IN ACCORDANCE WITH BRANCH LINES WITH THE FOLLOWING CONDITIONS. PER NFPA SECTIONS «+ . NSfILLAllx n M BE N ACCOIQt"MZ BIIII CHAPTER 6 NFPA 13. 9.1.3-9.1.3.8 EILL 0 +'E""'"EA°R"`"' MMOMMD«,BBE \ A. EXPANSION SHIELDS SHALL NOT BE USED IN CINDER CONCRETE EXCEPT, «IRifllE mmomc Bmonmmn� 2. THE SPRINKLER SYSTEM SHALL CLEAR ALL LIGHTING FIXTURES, DUCTWORK, DIFFUSERS, 3. SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR THE MAXIMUM SYSTEM BRANCH LINES ALTERNATING EXPANSION SHIELDS WITH THROUGH-BOLTS OR B"Ea"®nvmm ""P FIRE & LIFE SAFETY SPECIALISTS REGISTERS, BEAMS, SANITARY & STORM DRAINAGE PIPING, GAS AND DOMESTIC WATER, UK COUPLER WORKING PRESSURE TO WHICH THEY ARE EXPOSED BUT SHALL NOT BE RATED HANGERS WITH BEAM ATTACHMENT. ELBOW ETC. AT LESS THAN 175 PSI FOR COMPONENTS INSTALLED ABOVEGROUND, AND 150 ' VM.TFP1.COM PSI FOR COMPONENTS INSTALLED UNDERGROUND PER NFPA SECTION 6.1.3. B. EXPANSION SHIELDS SHALL NOT BE USED IN GYPSUM CEILINGS 3. THE CONTRACTOR SHALL. FURNISH AND INSTALL ALL ADDITIONAL PIPING INCLUDING BUT C. SHIELDS SHALL BE INSTALLED IN THE HORIZONTAL IN THE SIDES OF ® "` 111 Crossway Park Drive West NOT LIMITED TO DROPS, AND CHANGES OF DIRECTION TO OBTAIN CLEARANCES AT NO " " 4. K FACTORS, RELATIVE DISCHARGE, AND MARKING I.D. FOR SPRINKLERS HAVING CONCRETE BEAMS. Woodbury, N.Y. 11797 ADDITIONAL COST TO THE OWNER. DIFFERENT ORIFICE SIZES SHALL BE IN ACCORDANCE WITH NFPA TABLE 6.2.3.1. TYPICAL HANGER DETAILS TYPICAL HANGER DETAILS D. SHIELDS CAN BE INSTALLED IN THE VERTICAL WHEN CONCRETE IS FDNYIic#: 191W Nassau FM Lic#:2006PEK01240 4. ALL INSPECTIONS TESTING AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE 2020 COMPRISED OF GRAVEL OR CRUSHED STONE TO SUPPORT PIPES 4" OR TYPICAL UPRIGHT OR NO SPRINKLER HEAD INSTALLATION DETAIL Ph. (866) 806-6881 «�„�,Boa.a<« � NYS Lic#: 12000295210 Suffolk FM Lic#: 123 '•CLM"AMM R""®ON FPBa wom-D""'• WED au A""OR MFSPC Lic#:1048A New Jersey Lic 5. ESCUTCHEONS USED WITH RECESSED, CONCEALED, OR FLUSH TYPE SPRINKLERS SMALLER ssumm y #:P00849 NYS BUILDING CODE, AND NFPA 25 INSPECTION, TESTING, & MAINTENANCE SHALL BE PART OF THE SPECIFIED SPRINKLER ASSEMBLY, NOT OF A SEPARATE OF WATER BASED FIRE PROTECTION". SPRINKLER SYSTEM TO BE HYDROSTATICALLY E. SHIELDS ALTERNATED WITH HANGERS DIRECTLY CONNECTED TO STRUCTURAL "•`"r �� MANUFACTURER, PER NFPA SECTION 6.2.7.2. MEMBERS TO SUPPORT PIPE 5"& LARGER '�° ,�� TESTED AT 200 PSI FOR 2 HOURS. �� " ` Lwx" 6. ALL VALVES CONTROLLING CONNECTIONS TO WATER SUPPLIES AND TO SUPPLY F. SHIELDS SPACED 10 FT. MAXIMUM TO SUPPORT PIPE 4" & LARGER � � 5. ALL VALVES CONTROLLING THE WATER SUPPLY AND WATER FLOW SWITCHES FOR PIPES TO SPRINKLERS SHALL BE LISTED INDICATING VALVES. G. PENETRATIONS FOR EXPANSION SHIELDS SHALL BE ABOVE THE CENTERLINE 15ABC"P+.B '�'" '"""�°'"`"°' AUTOMATIC SPRINKLER :SYSTEMS SHALL BE ELECTRICALLY SUPERVISED. OF BEAMS OR ABOVE THE BOTTOM REINFORCING BARS 7. ALL CONTROL, DRAIN, AND TEST CONNECTION VALVES SHALL BE PROVIDED WITH H. VERTICAL SHIELD PENETRATIONS SHALL BE DRILLED TO PROVIDE UNIFORM 6. ALARM, SUPERVISORY, AND TROUBLE SIGNALS (TAMPER SWITCHES) SHALL BE A PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC IDENTIFICATIO HIM CONTACT WITH THE SHIELD OVER IT ENTIRE CIRCUMFERENCE of REMOTE SUPERVISORY I. SHIELD PENETRATION DEPTH SHALL NOT BE LESS THAN THE TYPE OF '�"""°" ItaE"B""m""E"` C �� AUTOMATICALLY TRANSMITTED TO AN APPROVED CENTRAL STATION, SIGN, SECURED WITH A CORROSION RESISTANT WIRE, CHAIN, THE SIGN SHALL CPU" MONITORING MONITORING STATION, OR PROPRIETARY SUPERVISING STATION AS DEFINED BY NFPA 72. ALSO IDENTIFY THE BUILDING PER NFPA 13 SECTION 6.7.4 . SHIELD USED. ! UPRIGHT SPRINKLER HEAD CONNECTION DETAIL PIPE PENETRATION IN FIRE RATED GYPSUM BOARD PARTITION TYPICAL PIPE THRU RATED WALL DETAIL 7. CONTRACTOR SHALL INSTALL AN APPROVED AUDIBLE DEVICE (ALARM BELLS) WHICH SHALL$, ALL SPACING, LOCATION, POSITION, AND INSTALLATION OF SPRINKLER HEADS 32. THE MINIMUM BOLT SIZE USED WITH THE PIPE HANGERS AND INSTALLED BE CONNECTED TO EVERY AUTOMATIC SPRINKLER SYSTEM. THE WATER FLOW ALARM SHALL BE IN ACCORDANCE WITH NFPA 13 CHAPTER #8. THROUGH CONCRETE PER NFPA SECTION 9.1.3.10 3 1'If NODE" RSA DEVICE SHALL BE ACTIVATED BY WATER FLOW EQUIVALENT TO THE FLOW OF A SINGLE •�� J FU SPRINKLER OF THE SMALLEST ORIFICE SIZE INSTALLED IN THE SYSTEM. 33. CEILING FLANGES AND U-HOOKS WITH SCREWS SHALL BE PER NFPA TABLE ,xra•RPPLE 9. THE MAXIMUM FLOOR AREA PROTECTED BY ANY ONE SPRINKLER SYSTEM RISER 9.1.5.2.1 SHALL BE AS FOLLOWS: x Ow 8. ALL EQUIPMENT AND MATERIALS BEING INSTALLED SHALL BE NEW, UNLESS OTHERWISE + xo�P ,• 1 •.. 5 f +• , A. ORDINARY HAZARD OCCUPANCY - 52,000 SQ. FT. 34. THE MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED THE DISTANCE °"'"°"'! '' :x'?::•':; �: /0� NOTED ON DRAWINGS. AS PER NFPA TABLE 9.2.2.1 +•x+�'m +•■+n•� '� '•'•' 9. SPRINKLER CONTRACTOF2 SHALL COORDINATE WITH THE GENERAL CONTRACTOR, HEATING 10. SPRINKLER TEMPERATURE RATINGS SHALL BE IN ACCORDANCE WITH TABLE 6.2.5.1., 35. SPRINKLER PIPING INSTALLED BELOW DUCTWORK SHALL BE SUPPORTED FROMNPROM CONTRACTOR, ELECTRICAL CONTRACTOR, PLUMBING CONTRACTOR ETC.., IN ORDER TO �� BUILDING STRUCTURE OR FROM DUCTWORK SUPPORTS PROVIDED THAT BOTH " �'°��""° OONCERLEO AVOID CONFLICTS. 11. DISTANCE OF SPRINKLER HEADS FROM HEAT SOURCES SHALL BE BASED ON D SP TEMPERATURE RATINGS AND TYPE OF HEATING CONDITION IN ACCORDANCE WITH THE PIPE AND DUCT LOADS CAN BE HANDLED. PER NFPA SECTION 9.2.1.5 PIPE SLEEVE THRU FLOOR ASSEMBLY DETAIL 10. THE SPRINKLER CONTRACTOR SHALL PREPARE ALL FORMS AND DRAWINGS, PAY ALL FEES CONNECTION FOR CONCEALED SPRINKLERS CONNECTION FOR CONCEALED SPRINKLERS NFPA TABLES 8.3.2.5 (a), 8.3.2.5 b), 8.3.2.5 (C), AND FIGURE 8.3.2.5 21. 36. SPRINKLERS SPACED LESS THAN 6 FT. APART, PIPE HANGERS CAN BE SPACED " INCLUDING BUT NOT LIk�ITED TO THOSE REQUIRED FOR DRAWING PREPARATION, PERMITS, STANDARD AND UPRIGHT PENDANT SPRAY SPRINKLERS SHALL BE PERMITTED IN r Re OEPARIIENF AND APPLICATIONS TO �4UTHORITIES. A MAXIMUM OF 12 FT. SHALL BE PERMITTED. PER NFPA SECTION 9.2.3.2.2 �"�„°;,8 P. IL 6 ALL OCCUPANCY HAZARD CLASSIFICATIONS AND BUILDING CONSTRUCTION TYPES CO,PCORP,BURA„" `� 11. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED DRAWINGS TO OBTAIN ALL WORK PER NFPA 8.4.1.1. 37. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST HANGER SHALL NOT BE GREATER THAN 36" FOR 1" PIPE, 48" FOR 1-1/4" BPw"A,. ",«"„ PERMITS AND APPROVED SIGN-OFFS AS REQUIRED TO EXECUTE THIS WORK IN A SAFE 12. MAXIMUM AREA OF SPRINKLER COVERAGE SQ. FT. FOR ANY TYPE OF 4r AND LEGAL MANNER. ( ) AND LARGER PIPE, AND 60" FOR 1- Y2" PIPE PER NFPA SECTION 9.2.3.4.1 "mil � ....+.a ,,,,,"� SPRINKLER SHALL BE 400 SQ. FT. PER NFPA SECTION 8.5.2.2.2 12. THE SPRINKLER CONTRACTOR SHALL PERFORM ALL TESTS AND PAY ALL ASSOCIATED FEES 38. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER IN A PENDANT L FM 08*0"+"�°"�`° ""` '� 13. THE DISTANCE FROM SPRINKLERS TO WALLS (MEASURED PERPENDICULAR TO POSITION OR DROP NIPPLE AND THE LAST HANGER ON THE BRANCH LINE '""E'°"" o-"""""'"" `°"T""-`N'""+" ` REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION AND ARRANGE FOR ALL °"MEW MP,BETANNB°'"" '°""""'°'"E` UPRIGHT SPRINKLER HEAD WITH GUARD DETAIL INSPECTIONS REQUIRED TO OBTAIN APPROVAL OF SYSTEMS AND EQUIPMENT INSTALLED WALLS) SHALL NOT EXCEED ONE HALF (1/2) OF THE ALLOWABLE MAXIMUM SHALL NOT BE GREATER THAN 12 IN. FOR STEEL PIPE OR 6 FOR COPPER FIRE DEPARTMENT SIAMESECONNECTION TYPES OF APPROVED METHODS OF PIPE SUPPORTS UNDER THIS CONTRACT. DISTANCE BETWEEN SPRINKLERS PER NFPA SECTION 8.5.3.2.1 PIPE. PER NFPA SECTION 9.2.3.4.3.2. Im 14. FOR CONTINUOUS OR NON-CONTINUOUS OBSTRUCTIONS, THE MINIMUM ,m„P"„WPROAM,,,,, ( NOT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF SPRINKLER DRAWINGS ) 13. THE SPRINKLER CONTRACTOR SHALL FURNISH ALL CERTIFICATES OF INSURANCE AND ALL 39. THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A .`�WH MW " sYMeoL ABBR DESCRIP110N SPRINKLER, SPRINKLER DROP, OR SPRIG-UP SHALL NOT EXCEED 24 FOR °"rNffV"`""'"ro""�° SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION LICENSES AS REQUIRED BY LOCAL AUTHORITIES. CLEARANCE BELOW SPRINKLER HEAD DEFLECTORS SHALL BE 18 INCHES, PER "" �• �+.�"m•. sn�ols: NFPA SECTION 8.5.5.2.1 "EBB "+ �»o STEEL PIPE OR 12" FOR COPPER TUBE, PER NFPA SECTION 9.2.3.5 �,W ® FCVA FLOOR CONTROL FITTINGS: SECTION NO. 14. THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL FMDEPOR,EMOB0,N1aM VALVE ASSEMBLY 1 EXISTING CONDITIONS, INCLUDING SIZES AND LOCATIONS OF CONNECTIONS BEFORE 15. CONTINUOUS OR NON-CONTINUOUS OBSTRUCTIONS THAT INTERRUPT THE 40. ALL SPRINKLER DESIGN, INSTALLATION, AND CALCULATIONS APPROACHES SHALL FIRE DEPARTMENT o-- ELBOW UP P- SECTION VIEW SUBMITTING A QUOTATION FOR THE WORK HEREIN. DISCHARGE OF WATER FROM SPRINKLER DEFLECTORS GREATER THAN 18 INCHES FOLLOW NFPA 13 2016 EDITION AND THE 2020 NEW YORK STATE SIAMESE CONNECTION SHEET NO. BUILDING CODE. SLEEVES AND ESCUTCHEONSICUTnNG C ELBOW DOWN BELOW WITH FIXED OBSTRUCTIONS OVER 4'-0" WIDE (DUCTS, DECKS, OPEN AND PATCHING NOTES 15. THE SPRINKLER CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS GRATE FLOORING, CUTTING TABLES, & OVERHEAD DOORS) SHALL HAVE ; ��°,,�„"M; 1 DETAIL REQUIRED TO PERFORM ALL CUTTING, PIPE FABRICATION ETC. NECESSARY FOR A PROPER SPRINKLERS INSTALLED UNDER. THE SPRINKLERS SHALL BE OF THE GENERAL NOTES ��«°E "�E-"K� -- BFP BACKFLOW PREVENTER --a- TEE UP E1 DESIGNATION "E PPE AMI ns WEE swA I EJOW TO N FI IM nE"avE swu wBE"suFPt�Nr tDam ro BE RL",rm, AND COMPLETE SPRINKLER SYSTEM INSTALLATION AS PER THE CONTRACT DRAWINGS. INTERMEDIATE LEVEL/ RACK STORAGE TYPE OR OTHEWISE SHIELDED FROM THE +""maoNUwwmm comn SPRINKLER DISCHARGE ABOVE, PER NFPA SECTIONS 8.5.5.3 THRU 8.5.5.3.3 1. DIMENSIONS, LOCATIONS AND SIZES INDICATED ON THE PLANS & ELEVATIONS AIRE APPROXIMATE AND B cram�WnH °"Amm 'a DO�P� "� TEE DOWN E9G1,C,E0,6 W/fAM Mq BET SM118 go"ro FEE t MMM 16. THE SPRINKLER CONTRACTOR SHALL PERFORM ALL FINAL WALL, CEILING, AND SHALL BE VERIFIED BY FIELD INSPECTION BY THE CONTRACTOR. '""�""""00D-OR"AOFAn iNOO16WCO. SPRINKLER HEADS 1�� SHEET KEY NOTES PENETRATION PATCHING TO BRING THE AREA OF WORK TO THE CONDITION AS SPECIFIED 16. THE MAXIMUM AREA OF COVERAGE PER SPRINKLER HEAD, FOR A HYDRAULICALLY PE"B"�'°""01011V18fN""""`"""'°`E""°a" PIPE CAP OR NO QREA "W,NMWWM FOR TIC NB"LLMM Bf A REM CONCEALED PENDANT -3 PLUG POINT OF CONN. 2. SOME EXISTING PIPE & EQUIPMENT IS SHOWN FOR CLARIFICATION OF THIS CONTRACT, MOST IS OMITTED ��+� ON CONTRACT DRAWINGS. CALCULATED SYSTEM FOR STANDARD SPRAY PENDANT & UPRIGHT SPRINKLER FROM SCOPE, BUT MUST BE PROTECTED FROM THE CONTRACTOR'S OPERATIONS BY THE CONTRACTOR. Pr"opmmnBromCOMOREWFLOOM MALL WME7wOORE SPRINKLER HEAD �� POC (CONN. NEW TO OPMW DRIED BO nW"E wACE BEn%M TW OPO"B AM T,9 EXISTING) HEADS ORDINARY HAZARD, SHALL BE 130 SQ. FT. PER NFPA 13 TABLE WE"+"1MOT °DOE-F"Np1 RECESSED PENDANT �- GC GAS COCK 3. NO WORK SHALL BE INITIATED UNTIL A WORK PERMIT IS OBTAINED BY THE CONTRACTOR AND A SITE N«+M where BETBEEM wBa NO"felts",aoia N"ue .O POD POINT OF 17. SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL NEW SPRINKLERS, ( ) TFLOOR ORE7WEI�aTB,wLBENOF7 WALLS NOROOLNDBr SPRINKLER HEAD 8.6.2.2.1 b SAFETY PLAN IS SUBMITTED AND IS APPROVED. ro-K% ne FCO N F"NY aF"B EM NO Wn FS OW A ' DISCONNECTION VALVES AND CONTROLS TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE AND ,EAM- .""""°"°a'"ro�"P "� CONCENTRIC ELEVATIONUPRIGHT SPRINKLER -� CR REDUCER INSTALLATION. NO PART OF THE SPRINKLER SYSTEM IS TO BE INSTALLED WITHOUT 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, EQUIPMENT USE PERMITS, AND ALL Q SPRINKLER OF 17. SPRINKLER COVERAGE FOR ROOMS WITH IRREGULAR OR ANGLED WALLS THE HEAD 10-0 INSPECTION APPROVALS. SPRINKLER PIPES ENGINEER APPROVAL. MAXIMUM HORIZONTAL DISTANCE BETWEEN A SPRINKLER AND ANY POINT OF UPRIGHT & PENDANT -� ECCENTRIC FLOOR AREA, PROTECTED BY THAT SPRINKLER SHALL NOT EXCEED 0.75 TIMES 5. ALL SURFACES OR FINISHES THAT ARE DAMAGED OR OTHERWISE AFFECTED BY WORK OF THIS CONTRACT SPRINKLER HEADS ER REDUCER XX HYDRAULIC CALCULATED NODES 18. THE SPRINKLER CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LABOR AND THE ALLOWABLE DISTANCE. THE MAXIMUM PERPENDICULAR DISTANCE SHALL NOT SHALL BE PATCHED, REPAIRED, PAINTED OR REPLACED TO MATCH THE PRE-EXISTING CONDITION. TO BE REMOVED MATERIALS INSTALLED UNDER THIS CONTRACT AND SHALL GUARANTEE THE WORK BE EXCEEDED, PER NFPA 13 -8.6.3.2.3 6. CONTRACTOR MAY PROPOSE ALTERNATE ROUTING IN DIFFICULT AREAS WHERE REPLACEMENT IN KIND IS •a, DRY TYPE PENDENT �- EJ EXPANSION JOINT ABBREVIATIONS: PERFORMED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF COMPLETION OF THIS NOT PRACTICAL ANY AND ALL ALTERNATE ROUTING IS SUBJECT TO PRIOR REVIEW AND APPROVAL BY THE VALVES: 18. MINIMUM DISTANCE FOR SPRINKLER HEADS FROM WALLS SHALL BE 4 INCHES ENGINEER. SIDE WALL SPRINKLF_R DV DRAIN VALVE W/ ABD AUTO BALL DRIP WORK. PER�NFPA SECTION 8.6.3.3. 19. THE SPRINKLER CONTRACTOR SHALL COORDINATE LOCATION OF ALL COMPONENTS WITH 7. FLOW SWITCHES AND OS&Y CONTROL VALVES TAMPER SWITCH SHALL BE CONNECTED TO FIRE ALARM HEAD -- HOSE END VE W AFG ABOVE FINISH GRADE CONTROL PANEL. NOT IN CONTRACT. DRY TYPE SIDEWALL IN K L WITH AFF ABOVE FINISHED FLOOR RESPONSIBLE CONTRACTOR PRIOR TO INSTALLATION AND MAKE ALL FINAL CONNECTIONS ®DS cv INDICATION OF FLOW BATRLD ADJUSTABLE THREADED ROD 19. SPRINKLER HEAD PROTECTION AREAS AND MAXIMUM SPACING FOR STANDARD RECESSED SIDE WALL � DIRECTION BLDG BUILDING AS REQUIRED. SPRAY UPRIGHT AND STANDARD SPRAY PENDANT HEADS IN ORDINARY HAZARD ® SPRINKLER HEAD PRESSURE CI CAST IRON OCCUPANCIES TABLE 8.6.2.2.1 (b) PRV REDUCING VALVE CL CENTERLINE 20. DRAWINGS DEPICT SCHEMATIC DESIGN INTENTION AND SHALL NOT BE SCALED FOR SPRINKLER SYSTEM ALARM TD BE MONITORED ® RSER CONT DONTINuous DIMENSIONS. 20. UPRIGHT AND PENDANT SPRINKLER HEAD DEFLECTOR CLEARANCE FOR DCVA DOUBLE CHECK VALVE ASSEMBLY SCOPE OF WORK S SV SOLENOID VALVE DCDA DOUBLE CHECK DETECTOR ASSEMBLY UNOBSTRUCTED CONSTRUCTION SHALL BE 1 INCH MINIMUM WITH A MAXIMUM SPRINKLER HANGER DI DUCTILE IRON 1.THE PURPOSE OF THIS SUBMITTAL IS TD MODIFY AND LEGALIZE AN G SPRINKLER GUARD FC AUTO FLOW CONTROL DN DOWN 21. DIMENSIONS, LOCATIONS AND SIZES INDICATED ON THE PLAN ELEVATIONS ARE OF 12 INCHES. THE CLEARANCE DOES NOT APPLY FOR LIGHT & ORDINARY EXISTING SYSTEM BASED ON NEW TENANT USAGE. Fcv VALVE W/ TEST ON DRAWING APPROXIMATE AND SHALL BE VERIFIED BY FIELD INSPECTION BY THE CONTRACTOR. HAZARD OCCUPANCIES WITH CEILINGS OF NON-COMBUSTIBLE OR LIMITED PIPING: -� PORTS EL ELEVATION COMBUSTIBLE CONSTRUCTIONS. WHERE THERE IS A CHANGE IN CEILING GLOBE VALVE EXIST. EXISTING 22. SOME EXISTING PIPE 8: EQUIPMENT IS SHOWN FOR CLARIFICATION OF THIS CONTRACT, ELEVATION WITHIN THE SPRINKLER HEAD COVERAGE AREA OF MORE THAN 36 -(E)- (E) EXISTING PIPING -D'4- clv (STRAIGHT FCv FLOOR CONTROL VALVE MOST IS OMITTED FROM SCOPE, BUT MUST BE PROTECTED FROM THE FIRE SPRINKLER INCHES BETWEEN THE UPPER CEILING AND SPRINKLER DEFLECTOR THE CEILING SAFETY NOTES PAI,>RN FDC FI EODE ARITMENT CONNECTION CONTRACTOR OPERATIONS. ELEVATION CHANGE SHALL BE CONSIDERED A WALL FOR SPRINKLER SPACING; -SP- SP SPRINKLER PIPING clv GLOBE VALVE FE FIRE EXTINGUISHER SPECIAL PRECAUTION SHALL BE TAKEN BY THE CONTRACTOR SO THAT EQUIPMENT Oif THIS APPLICATION AND ITS (ANGLE PATTERN) FS FLOW SWITCH LESS THAN 36 INCHES IN ELEVATION CHANGE THE CEILING SHALL BE INSTALLATION WILL NOT AFFECT THE FOLLOWING: G NATURAL GAS 23. NO WORK SHALL BE INITIATED UNTIL A VWORK PERMIT IS OBTAINED BY THE CONTRACTOR. CONSIDERED FLAT. PER NFPA SECTION 8.6.4.1.1.1, FIGURE 8.6.4.1.1.3, & 1. EGRESS TO AND FROM THE BUILDING. FIRE SAFETY OR CREATE A FIRE HAZARD. -gT- ST STANDPIPE PIPING ---t F-- BFV VALBUT ERFI_Y GPM GALLONS PER MINUTE 1 VALVE HB HOSE BIBS 8.6.4.1.1.3 2. STRUCTURAL SAFETY OF THE BUILDING. HMD HYDRAULIC MOST DEMANDING 3. ACCUMULATION OF DUST AND DEBRIS. (THE CONTRACTOR SHALL LEAVE THE SITE BROOM CLEANED EACH DAY.) FITTINGS INVT INVERT 24. CONTRACTOR MAY PROPOSE ALTERNATE ROUTING IN DIFFICULT AREAS WHERE I - - By BALL VALVE MAX MAXIMUM 5 1 I V REPLACEMENT IN KIND IS NOT PRACTICAL. ANY AND ALL ALTERNATE ROUTING IS SUBJECT21. SPRINKLER HEAD DEFLECTOR LOCATIONS FOR OBSTRUCTED CONSTRUCTION SHALL NOTES: -1 H- U UNION MIN MINIMUM V Z TO PRIOR REVIEW AND APPROVAL BY THE ENGINEER. BE AS PER NFPA SECTION 8.6.4.1.2 PARAGRAPH 1-5 THRU 8.6.6.2, & TABLE VALVE IN RISER NIC NOT IN SCALE 1.0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THESE PLANS AND SPECIFICATIONS NIC NOT IN CONTRACT $.6.5.1.2 � FS FLOW SWITCH PD PUMP DISCHARGE 25. ACCESS DOORS ARE TO BE PROVIDED ADJACENT TO ALL VALVES AND CLEANOUTS ARE EXEMPT FROM THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE. PVC POLYVINYL CHLORIDE LOCATIONS, NECESSARY FOR INSPECTION AND MAINTENANCE. 22. ALL SPRINKLER PIPING, HANGERS AND FITTINGS SHALL BE PROTECTED AGAINST 2.0 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER cv GATE VALVE RM ROOM WATER SUPPLIES THAT ARE KNOWN TO HAVE UNUSUAL CORROSIVE MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - C TS TAMPER SWITCH RPZ REDUCED PRESSURE ZONE CORROSION, ACCORDANCE WITH APPLICABLE CODES. - OS&Y OUTSIDE STEM AND RE RELOCATE 26. SPRINKLER PIPING SHALL BE INSTALLED AS PER APPROVED SHOP DRAWINGS. PROPERTIES, IF THREADED OR CUT-GROOVED PIPE IS SPECIFIED PIPE WALL 3.0 ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE AND NFPA 13 "INSTALLATION OF Ps PRESSURE YOKE SPD SUMP PUMP DISCHARGE THICKNESS SHALL BE THE FOLLOWING. 8 INCH DIA. AND LARGER SCHEDULE 30, PS SPR SPRINKLER LINE SPRINKLER SYSTEMS" 2016 EDITION. SWITCH PRESSURE SQ SQUARE 27. CONTRACTOR SHALL BASE ALL HYDRAULIC CALCULATIONS ON THE AVAILABLE PRESSURE 8 INCH AND SMALLER SCHEDULE 40. PER NFPA SECTION 8.15.3.2.1-8.15.3.2.4 PRESSURE PRV REDUCING VALVE SST STAINLESS STEEL AND WATER FLOW DATA AT THE CONNECTION TO THE EXISTING MAIN. PG GAUGE W/GAUGE TBD TO BE DETERMINE ALARM CHECK TD TRENCH DRAIN 23. THE MINIMUM DISTANCE BETWEEN SPRINKLER HEADS SHALL BE 6'-0" UNLESS cocK ® VALVE THK THICKNESS) 28. FOR ALL ITEMS THAT ARE REQUIRED TO HAVE SEISMIC SUPPORTS OR RESTRAINS, SEISMIC BAFFLES ARE INSTALLED IN ACCORDANCE WITH SECTION 8.6.3.4.2 (1-5) OR THE ATERAL SWAY BRACING Ts TAMPER SWITCH ICAL PLANS AND SEISMIC RESTRAINT CALCULATIONS SHALL BE PREPARED, SEALED AND SIGNED SPRINKLERS ARE INSTALLED IN A RACK PER SECTION 8.6.3.4.3, OR AN OLD MUNTITAI SWAY W 1 TH BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK ENGAGED BY THE STYLE SPRINKLER PROTECTING A FUR VAULT PER SECTION 8.6.3.4.4. CONTRACTOR. THE ENGINEER SHALL PROVIDE INSTALLATION SUPERVISION OF ALL SEISMIC �I SUPPORTS AND RESTRAINTS. 24. AS PER NFPA SECTION 8.15.3 ONLY APPROVED MATERIALS WILL BE USED, f_`-_j 05-31-2024 AS BUILT 2 SPRINKLERS WILL BE PROTECTED AGAINST FREEZING AND MECHANICAL INJURY 53345 MAIN ROAD -; 29. EACH CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL PENETRATIONS, CUTTING, PATCHING, PER SECTION NFPA 8.15.4 SOUTHOLD, NY 11971 'I 04-24-2024 REVISEID PER FIRE MARSHALL 1 SLEEVES, AND FIRESTOPPING REQUIRED TO COMPLETE THE INSTALLATION OF ALL WORK AREA OIF WORK 1�,,,� 04-17-2024 SUBMITTED FOR APPROVAL 0 INCLUDED UNDER THEIR CONTRACT IN ACCORDANCE WITH THE FIRE EGRESS AND 25. ALL SPRINKLER SYSTEM HANGERS, BRACING, AND PIPING RESTRAINT SHALL BE SECURITY PLAN DRAWINGS AN IN ACCORDANCE WITH DIVISION. IN ACCORDANCE WITH NFPA 13 CHAPTER #9. DATE DESCRIPTION REVISION 30. ALL FIRE PROTECTION EQUIPMENT PADS AND REINFORCING STEEL ARE TO BE PROVIDED 26. ALL PIPE HANGERS SHALL BE FERROUS AND DESIGNED TO SUPPORT FIVE TIMES x. BY THE CONTRACTOR THAT IS FURNISHING THE EQUIPMENT ITEM. DESIGNED & DRAFTED BIY: THE WEIGHT OF THE WATER FILLED PIPE PLUS 250 LBS. AT EACH POINT OF MPS ENGINEERING SUPPORT, THE SPACING BETWEEN HANGERS SHALL NOT EXCEED THE VALUE �r��4 W 31. UPRIGHT SPRINKLER HEADS SHALL HAVE HEAD GUARDS WHERE REQUIRED. GIVEN FOR A GIVEN PIPE MATERIAL AS PER TABLE 9.2.2.1 PER NFPA SECTION 9.1.1.2. FIRE SPRINKLER 32. LOCATE ALL HORIZONTAL PIPING ABOVE SUSPENDED CEILING, UNLESS THERE IS NO P C flM . (CTOR: CEILING. 27. NO SPRINKLER OR DRAIN PIPING SHALL BE SUPPORTED FROM ANOTHER PIPE ~` . LUMBWELL SERVICES LL 33. PROVIDE SPRINKLER HEAD UNDER DUCTS OVER 4'-0" IN WIDTH IN AREA & AS SHOWN LINE OR OTHER HANGERS OR SUPPORTS. 243 SOUTH STREET ON THE DRAWINGS WITHOUT HUNG CEILING. OYSTER BAY, NY 11771 28. HANGER ROD SIZE SHALL BE THE SAME AS THAT APPROVED FOR USE WITH THE 34. SPRINKLER SYSTEM WORK UNDER THE MASTER FIRE SUPPRESSION PIPING CONTRACTORS HANGER ASSEMBLY. SEE NFPA SECTION 9.1.2. ROBERT WISSING (844)758-6293 LIC#:MP-57860 CONTRACT. 29. THE SIZE OF THE ROD MATERIAL FOR EYE RODS SHALL BE PER NFPA SECTION PROJECT NAME & ADDRESS : 9.1.2.4. PIPE SIZING SPRINKLER HEAD LEGEND CNEW HEADS) THIE FIRST NATIONAL BANK OF LONG ISLAND PIPE SIZING BASED ON SYM CNT POSITION FINISH TEMP K NPT MFG. M❑DEL# c`a HYDRAULICALLY 30. THE SIZE OF THE ROD MATERIAL OF U-HOOKS SHALL BE AS PER NFPA �,a��` INTERIOR ALTERATION CALCULATED SYSTEM SECTION 9.1.2.3. Q 3 CONCEALED PENDENT ARCHITECT SPECIFIED 165 5.60 1/2" RELIABLE G5-56 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 FIRE SPRINKLER DRAWING LIST t� ® 4 EXPOSED PENDENT ARCHITECT SPECIFIED 155 5.60 1/2" RELIABLE Fl FR56 DRAWING TITLE: DRAVANG Na DRAWNG TULLE . LIGHT HAZARD SPACING NOTES: HANGER ROD SIZES: ® 1 ORIZONTAL SIDEWALLARCHITECT SPECIFIED 155 5.60 1/2" RELIABLE F1FR56ty %! SP-001 LEGEND,ABBREVIATION.i,DETAILS&NOTES DESIGN CRITERIA INFORMATION LEGE BR SP-101 CELLAR FIRE SPRINKLER PLANS MAXIMUM SPACING: 15 FEET PIPE SIZE DIAMETER (IN) LIGHT HAZARD: 0.10 GPWSOFT ND,AB EVIATIONS, DETAILS &NOTES MAXIMUM COVERAGE: 225 SQ.FT. UP TO AND INCLUDING 4" " SP-102 GROUND FLOOR FIRE SPRINKLER PLANS MAXIMUM DISTANCE BETWEEN WALL AND HEADS: 7Y2 FEET PE: SHEET : SP-103 MEZZANINE FIRE SPRINKLER PLANS MINIMUM DISTANCE BETWEEN WALL AND HEAD: 4` 5`, 6", AND 8` )�` � 4 .. M/P/S ENGINEERING 1 OF 4 10" AND 12" " FIRE PROTECTION MATERIAL SCHEDULE „ DRAWN BY:4 HUTCH COURT MPS MAXIMUM DISTANCE BETWEEN HANGERS PIPE FITrIINGs ,� `� DIX HILLS, NY 11746 NICET LEVEL NOMINAL PIPE SIZES a a %'p N_ CHECKED BY;IV PIPE MATERIAL ALL MATERIALS SELECTED ON THIS SCHEDULE a J LIC#0705 Geor a Leoutsakos 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2` 4" 5" 6" 8" MUST BE APPROVED BY THE LOCAL AUTHORITIES. o 0 0 C GA M g rn SEA & IGNA ' .�SF u� PROJECT 0 0000 0 ao STEEL PIPE EXCEPT THR'D N�/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0 15'-0" 15'-0" 15'-0" - o 1 _ _ = N 0 a o 0 W 01 SCALE: En V) V) V Q Ld o o Lj Q x _ AS NOTED ON DWGS LIGHIWALL W Y W N h STEEL PIPE THR'D N/A 12'-0" 12'-0 12-0" 12'-0" 12'-0" 12'-0" N/A N/A N/A N/A N/A v m w w w o +a ! } F[f1 `� f TFP PROJECT MGR.LIGHTWALL o r- t- S D- Of o <SYSTEM 0 c� v, ,n In m c� c� c� 0 I� George Leoutsakos � DRAWING N0: COPPER TUBE 8'--0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" TO BE USED ON SPRINKLER FEEDMAIN, RISERS AND CROSSMAINS (2" TO 6') • • • P L 0 T PLAN �10 DUCTILE IRON PIPE N/A N/A N/A N/A N/A N/A 15'-0" N/A 15'-0" N/A 15'-0" 15'-0" TO BE USED ON SPRINKLER WET SYSTEM BRANCHES (1Jz" AND SMALLER) F I I lei • • • RO 0;p,OS O0 . 0 0 SP - " ---- -�-•----.�.._-. .�---�-. . KEY NOTES UP UP�., GF-3/CC,;Up UP __... _. - t.�UP _.. . .............. ............... ................: F ]] : .. ........_._.. ................ .. f 1 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). _........._ . ............... ._........... .............. ............... ..........._ FIRE & LIFE SAFETY SPECIALISTS ........... ............... .... ...... ........._.... ............ ............. _....I 2. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO REMAIN (TYP). UVWW.TFP1.COM 111 Crossway Park Drive West 3. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO BE RELOCATED (TYP). 3 COORDINATE NEW LOCATIONS WITH NEW CEILING GRID. RECONFIGURE PIPING Woodbury, N.Y. 11797 AS NEEDED TO ACCOMMODATE NEW LOCATIONS. FDNYL;c#: 191W Nassau FM Lic#:2006PEK01240 Ph. 866 806-6881 Suffolk .. ........(..:�.`` .........__ //"J.j...... _....__...... ..... .....---... ... .... ............... ........._.... ................ ............... .... ............... ............... , NYS Lic#: 12000295210 1 o k FM Li (.......j••.... ._._....... ........._.... .........f.... .......... . ............... ...... .............._ .............. ............... .........f:.,' ............... .........._.. .........._... ................ .. _ l -•• / c#. 123 4. EXISTING UPRIGHT SPRINKLER HEADS TO REMAIN (TYP). MFSPC Lic#:1048A New Jersey Lic#:P00849 i ., ...... ..... ............... _._.......... ...._....... ..........._. ._.........._. 0... ......_.... ............... ® ...... _---------- __... _._... .. 5. REMOVE EXISTING BEAD (F= 3 LIP 5 , 2 1 �N 50 I j ...,: ......... ............... ._............ ._........._. .............._ .. .......... ............ .... ;.. i `,,.._ ......_.... _..........i {� _ --.--...._. _.._._---- -----..... ............... ..........._. _.__..._.... _ _ _..".. \,...J 0 4 3 jl 0 U UP it - I i 1 EXISTING CELLAR SPRINKLER PLAN, sr.A� va•�r-0• �..�......_.�.._. -_... ..�.�._--._�--�.�..��._. KEY NOTES X UP`i,, __.. UP ' GF-3/CCU;UP.. _ . _F _1 :: - ":............ __�-_"._ .UUP P - _ ..._ _... . I - _.. _ :;::... ._............ ......... .... ....... ...._._.. ._............ .......... UPJ _. 1 EXISTING �........... ........... .............. ............. _. . . .............. ............... ._...._...._ __........_ ......_..._. ............... I_.. ... .. ............... ....:..__ ................ ...._...... ....... ... .._...... ; ( EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). I ... L_ I STORAGE • I MECHANICAL � � I _ ,®= 2. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO REMAIN (TYP). ELECTRIC METER ROOM -------_. .___, STORAGE ROOM 3. RELOCATED CONCEALED PENDENT SPRINKLER HEADS (TYP). COORDINATE NEW LOCATIONS WITH NEW CEILING GRID. RECONFIGURE PIPING AS ii l ............. ....._..._.... _.............. ......... __.._...._ ........ _. _._._._ 2... ....._. ...._..... ............i i 3�\ NEEDED TO ... _............ ....._ _. . __. _ _----------- ? ^, :--____: _..j A STORAGE I ACCOMMODATE NEW LOCATIONS. _,• - i ® 4. EXISTING UPRIGHT SPRINKLER HEADS TO REMAIN (TYP). � I �_..\ I 5. INSTALLED NEW EXPOSED PENDENT HEAD (TYP. ) -UP CORRIDOR I I STORAGE 5 ..,.. .. ....... .... --------_--- ................. ............ ------ •• �� .........._.... JANITOR' S _.. CLOSET UP O .. 0 -- - _....... _ ........ ..(.`....... .. � L -- - 11 05-31-2024 AS BUILT 2 04-24-2024 REVISED PER FIRE MARSHALL PANTRY 0 � J 1 ! ® 4 SCOPE OF WORK 04-17-2024 SUBMITTED FOR APPROVAL 0 DATE DESCRIPTION REVISION — �......._ .. :: ` . .............. _........_... ............... '.._>.. .._..... _....... _.._........f _ _ r....._Z._ ......_.__.. _ _..._ <"">_...... _............ __._...__ ._...._...._ _....� — .... ..._......... —" RELOCATE DESIGNED & DRAFTED BY:E 3 CONCEALED PENDENT SPRINKLER HEADS. _.........._. ...._...._... __...._.._ ......... C I J l C D 2. INSTALL (2) NEW EXPOSED PENDENT SPRINKLER HEADS MPS ENGINEERING STORAGE j ® 3.ANY EXISTING SPRINKLERS NOT ADDRESSED WILL REMAIN. FIRE SPRINKLER CONTRACTOR: PLUMBWELL SERVICES LLC STAIRS 4.PROPOSED WORK WILL NOT EXCEED CURRENT FLOW CALCULATIONS. 243 SOUTH STREET 0 0 � 5.ANY SPRINKLE OYSTER BAY, NY 11771 I SPRINKLERS THAT HAVE PAINT, CORROSION, OR ARE PAST a �- --- -- THEIR USABLE LIFE SPAN SHALL BE REPLACED WITH A NEW ROBERT WISSING (844)758-6293 LIC#:MP-57860 SPRINKLER HEAD. PROJECT NAME & ADDRESS:; � � �� "��• ��-" - � �� —�'"" - - THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 DRAWING TITLE: CELLAR FIRE SPRINKLER PLANS PE: M/P/S ENGINEERING SHEET # 2 OF 4 4 HUTCH COURT DRAWN BY: MPS DIX HILLS, NY 11746 NICET LEVEL IV #: SCOTT SEGAL E F N�dIC#0P564 CHECKED BY: George Leoutsokos SEAL & SiGNAT R PROJECT : 0' 2' 4' 8' �r j 2 PROPOSED CELLAR SPRINKLER PLAN , �, � SCALE: AS NOTED ON DWGS i � ; I TFP PROJECT MGR. 1 4 = 1 -0 n qZ - George Leoutsakos SCALE W-T- • / » I w - - -- — ,\ � DRAWING NO: '05- r S P - 101 00 Iol ' KEY NOTES X _ 1. EXISTING SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). Y� \' '/ `\ ---- -- �\\� 2. DEMOLISH EXISTING CONCEALED PENDENT SPRINKLER HEAD. FIRE & LIFE SAFETY SPECIALISTS .__ �� _... `�.......pN_ _ _..... _ `° 1� 3. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). 111 Crossway Park Drive West __ __... DN T UP•.: Woodbury, N.Y. 11797 -- UP C.: ............ ......... .......... ._............ ................ .__. ... ......_..... ............... I 4. EXISTING CONCEALED PENDENT SPRINKLER HEAD TO REMAIN. FDNY Lic#: 191W Nassau FM Lic#:2006PEK01240 cal __ ___ ___ _ __ __ __ _ - _ _ 5. EXISTING DRY SIDEWALL NYS Lic#: 12000295210 Ph. (866) 806-6881 Suffolk FM Lic#: 123 LL SPRINKLER HEADS TO REMAIN (TYP). M FSPC Lic#:1048A New Jersey Lic#.P00849 _ ,- n I ......... kl UFO _ f \ � I it ._._._----- ... ..._. C � E\ ..� ......_..... .............. .. : l! 5 1,. I .. w. L. E ; LT _ ® 5 DIN _..... __.... ... ............... ............... ............... ......_....... ................ .......,...... ............... ............... ............... .. ................ ............... ._._._..... ........ _........... ............... ............... ..__...... _............. .........---- ..._-_----- .......;;; 1 EXISTING GROUND FLOOR SPRINKLER PLAN, sCwLE V4•4-0 3 KEY NOTES 4 �,— ;; _ :. 1. NEW EXPOSED PENDENT SPRINKLER HEADS. COORDINATE NEW LOCATIONS ;,, ` ' -!%` V' ~``�, �_ Y WITH NEW CEILING GRID. RECONFIGURE PIPING AS NEEDED TO ACCOMMODATE NEW LOCATIONS. --- ---- ;..____.. .......... .......__._. _...--_-...-.. .._..._.....:> �._..:.- ..... ---- ..... ll DN I 2 EXISTING EXPOSED PENDENT SPRINKLER HEADS TO M I UP�I; L REMAIN (TYP). • �; r. DN ' _ t _. UP `� - - 3 -- 3. EXISTING CONCEALED PENDENT SPRINKLER HEAD TO REMAIN. B B P ;P B B I I .>.,,.,. -,.. - " - i 4. EXISTING DRY SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). .::::�-..... :: /� - ---- -- WORK ROOM f BAP 5. INSTALL NEW SIDEWALL HEAD I� I MEETING ROOM ! 6 . EXISTING SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). B I 6 ..... � � �........._...... �,, BREAK ROOM I TEL ER S f ck S 50 ,'`S A A I ® 2 13 { . : E i �I J C; ' E .....____ ...... .,.. ...._._......... f ICI TX ........ ............... ............... _.s —�. _. :::: ;.. 05-31-2024 AS BUILT 2 ® i TOILET ROOM 5 TELLER 04-24-2024 REVISED PER FIRE MARSHALL 1 Up 04-17-2024 SUBMITTED FOR APPROVAL 0 ® UN '�-13 SCOPE OF WORK DATE DESCRIPTION EVR ISION ............... ...........E .-!. ..._! _• ............... .............. .. f 1. INSTALL ( ) NEW EXPOSED PENDENT SPRINKLER HEADS. DESIGNED & DRAFTED BY: MPS ENGINEERING LN LINE OF MEZZANINE ABOVE 4 2. ANY EXISTING SPRINKLERS NOT ADDRESSED WILL REMAIN. ATM ROOM FIRE SPRINKLER CONTRACTOR PLUMBkLL SERVICES LLC 3 i ® L PLATFORM 3. PROPOSED WORK WILL NOT EXCEED CURRENT FLOW CALCULATIONS. 243 SOUTH STREET __ _.._........ � � AREA OYSTER BAY, NY 11771 �' _ B .�. �D . _. _ _ __.. 4. ANY SPRINKLERS THAT HAVE PAINT, CORROSION, OR ARE PAST � ROBERT WISSING (844)758-6293 LICE:MP-57860 _...... OPEN TO ROOF--\ THEIR USABLE LIFE SPAN SHALL BE REPLACED WITH A NEW PROJECT NAME & ADDRESS: SPRINKLER HEAD THE (FIRST NATIONAL BANK OF LONG ISLAND UN INTERIOR ALTERATION ... ..._. ...._.......... ............... .........,._ ............... ............... ............... ........... .. ............... ............ ; ... ............... ........... �....... ............... _........._ ............... ............... ......... ... _............. ............... ............... ......... ._........... .............. _........... ............... ............... ............... .......... ....... ............ ......_........ ............... ............... ............... ............... .......... � -- -----5334 M AIN ROAD, UNIT#19-1 SOUTHOLD, NY 11971 �= DRAWING TITLE: GROUND FLOOR FIRE SPRINKLER PLANS PE: M/P/S ENGINEIERING SHEET # 3 OF 4 4 HUTCH COURT DRAWN BY: MPS DIX HILLS,-NY 11746 NICET LEVEL IV #: //�' OF SCOTT SEGAL� �iC 70564 CHECKED BY: George Leoutsakos pTT F� ' 09 2' 4' 81 SEAL & IGN TORE. �q \ PROJECT : 2 PROPOSED GROUND FLOOR SPRINKLER PLAN `�� U, RI� `. ;�_ SCALE: AS NOTED ON DWGS �+ _ +_0++ i �Jl. ; � TFP PROJECT MGR. SCALE V4-T-0' 1/4 1 `� , ��, George Leoutsakos DRAWING NO: SP- 1 0 KEY NOTES —� - ----- .�� _ __._.. _ -- _ _ --- _ _ —.—__ --____ _ ---_ _ _ _ _._. ___.._..___ __---- _ — _ _ _ _ _ —.�-_ _ ___ _ _ _ _ _ _ _ _ _ ___ _.._...—_ _ _— _ _ _ _-- _ _ —_--_____ _ _ _ _ I �� awL "' _ -' -"'�'"'_ _..____-- - - { �' -- ! I 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). FIRE & LIFE SAFETY SPECIALISTS , I I I WWW.TFP1.COM - _-- = - - -- 111 Crosswa Park Drive West J . DN DN! DN DN DN I FDNY Lic#: 191 W Woodbury, N.Y. 11797 I I Nassau FM Lic#:2006PEK01240 NYS Lic#: 12000295210 Pit. (866) 806-6881 Suffolk FM Lic#: 123 1 I MFSPC Lic#:1048A New Jersey Lic#:P00849 I f � \ I I I i I {._ .......... ..._ _.._, If I D �` I 1 E D � E � { _ _ ._.... _._.._----- -- -- -- _�- M { �, ...•- -..... ,�... III --_ -_ - -- ---- ---- --- -- - OPEN TO BELOW { ' - OPEN TO BELOW `` Ili 1 i I I f I I I 1 EXISTING MEZZANINE SPRINKLER PLAN SCALE va•-r-m I KEY NOTES X �� 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). I I € I ....r____........................................................._...........,,,,,..................,.._m I ....,.�...._, .._...._. ..,...„..„.....„„„„ ....._.........._....... �..�.,.,_. ,.... .......... ..... ..... ........_..... ................ ..... ,..,..,............,. ..... .... ... n r { DN DN` F N DN DN (.... v' 0 n� 175� � C f '`� 54/'r' S U I j N 15 �p f e kF X 4 STORAGE I i OFFICE ACE ; ( D OFFICE SPACE I I C' ISZB ® _ _ SCOPE OF WORK c 05-31-2024 AS BUILTT I 41 { ( \ 1. ALL EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN. 2� DN EX X i ![aid I 04-24-2024 REVISED PER FIRE MARSHALL 1 I = ( —��--�--•�=��j1 { I 04-17-2024 SUBMITTED FOR APPROVAL O 2. ANY EXISTING SPRINKLERS NOT ADDRESSED WILL REMAIN. DATE DESCRIPTION REVISION f ( - 3. PROPOSED WORK WILL NOT EXCEED CURRENT FLOW CALCULATIONS. DESIGNED & DRAFTED BY:: .,�...-�• '� --._. ...- ....vim-=:::... TOILET_ ' -- MPS ENGINEERING I I RO M M 4. ANY SPRINKLERS THAT HAVE PAINT, CORROSION, OR ARE PAST FIRE SPRINKLER CONTRACTOR: I LLC _ THEIR USABLE LIFE SPAN SHALL BE REPLACED WITH A NEW PLUMBWELL SERVICES \ \\ I , I _ - ' .� 0 BELOW _ —\\ I 1169 SPRINKLER HEAD 243 SOUTH STREET OPEN TO BELOW I . - OPEN T w OYSTER BAY, NY 11771 ROBERT WISSING PROJECT NAME & ADDRESS: (844)758-6293 UC :MP-57860 I THE FIRST NATIONAL BANK OF LONG ISLAND I ._ -_ ._.... _._ _.___...... ......._..... _._._._ .._.._..... F`.. _.._._.__.._..._ ....._ ... ....__...... .._...�_ ____BSI. ___._ __... _ ......_- ._ - .......___._.__- ............._... .._ _ _ I INTERIOR ALTERATION I ( 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 DRAWING TITLE: I I MEZZANINE FIRE SPRINKLER PLANS I I PE: M/P/S ENGINEERING SHEET : 4 OF 4 4 HUTCH COURT DRAWN BY: MPS j I DIX HILLS, NY 11746 NICET LEVEL IV : SCOTT SEGALY E or NC- 11-1 #070564 CHECKED BY: George Leoutsakos SEAL & iGNA R GV' ` `'�E. �� PROJECT 2 PROPOSED MEZZANINE SPRINKLER PLAN ' 0 2 I� 8 <� �--n '>�4;1 � z"; i C� ACE: AS NOTED ON DWGS • TFP PROJECT MGR. SCALE v4-r-9 1/4" = 1 -o f% ` . r` George Leoutsakos . f u ,_& ��✓ DRAWING NO: 0 0 j C'�i •t - DESIGN NOTES d 1 C GENERAL SPRINKLER NOTES SPRINKLER a,. '�"° arn,m omr.w.n.w smueNc uw,o 1. THE AUTOMATIC SPRINKLER SYSTEM DESIGN, INSTALLATION MATERIAL, AND TESTING SHALL 1. CLASSIFICATION OF AUTOMATIC SPRINKLER HEADS PER CHAPTER 5 NFPA 13. 31. THE USE OF LISTED INSERTS SET IN CONCRETE AND LISTED EXPANSION SHIELDS TO SUPPORT HANGERS SHALL BE PERMITTED FOR MAINS AND ""� �CLmr BE IN ACCORDANCE WITH THE 2020 THE NEW YORK STATE BUILDING CODE (NYS BC), ,�„ ,,,, 2. ALL SPRINKLER COMPONENTS AND HARDWARE SHALL BE IN ACCORDANCE WITH BRANCH LINES WITH THE FOLLOWING CONDITIONS. PER NFPA SECTIONS � NFPA 13 "INSTALLATION OF SPRINKLER SYSTEMS 2016 EDITI❑N. CHAPTER 6 NFPA 13. 9.1.3-9.1.3.8 r�""�"•RF ,NEWs°E i 1W'mm0m =N m A. EXPANSION SHIELDS SHALL NOT BE USED IN CINDER CONCRETE EXCEPT, «gym mom MoombNawz* 2. THE SPRINKLER SYSTEM SHALL CLEAR ALL LIGHTING FIXTURES, DUCTWORK, DIFFUSERS, 3. SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR THE MAXIMUM SYSTEM BRANCH LINES ALTERNATING EXPANSION SHIELDS WITH THROUGH-BOLTS OR � "mfammea FIRE & LIFE SAFETY SPECIALISTS REGISTERS, BEAMS, SANITARY & STORM DRAINAGE PIPING, GAS AND DOMESTIC WATER, WORKING PRESSURE TO WHICH THEY ARE EXPOSED BUT SHALL NOT BE RATED HANGERS WITH BEAM ATTACHMENT. I "` °°"RM M ETC. AT LESS THAN 175 PSI FOR COMPONENTS INSTALLED ABOVEGROUND, AND 150 B. EXPANSION SHIELDS SHALL NOT BE USED IN GYPSUM CEILINGS .M.bf„� VM.TFPI.COM 3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ADDITIONAL PIPING INCLUDING BUT PSI FOR COMPONENTS INSTALLED UNDERGROUND PER NFPA SECTION 6.1.3. 111 Crossway Park Drive West NOT LIMITED TO DROPS, AND CHANGES OF DIRECTION TO OBTAIN CLEARANCES AT NO „ C. SHIELDS SHALL BE INSTALLED IN THE HORIZONTAL IN THE SIDES OF °�'""� 4. K FACTORS, RELATIVE DISCHARGE, AND MARKING I.D. FOR SPRINKLERS HAVING CONCRETE BEAMS. Woodbury, N.Y. 11797 ADDITIONAL COST TO THE OWNER. TYPICAL HANGER DETAILS TYPICAL HANGER DETAILS DIFFERENT ORIFICE SIZES SHALL BE IN ACCORDANCE WITH NFPA TABLE 6.2.3.1. D. SHIELDS CAN BE INSTALLED IN THE VERTICAL WHEN CONCRETE IS _ 4. ALL INSPECTIONS TESTING AND MAINTENANCE SHALL BE IN ACCORDANCE WITH THE 2020 COMPRISED OF GRAVEL OR CRUSHED STONE TO SUPPORT PIPES 4" OR TYPICAL UPRIGHT SPRINKLER HEAD INSTALLATION DETAIL is : 1 000 Nassau FM Lie#:2006PEK01240 amm NYS Lie#: 12000295210 Ph. (866) 806-6881 Suffolk FM Lie#: 123 5. ESCUTCHEONS USED WITH RECESSED, CONCEALED, OR FLUSH TYPE SPRINKLERS SMALLER � � �• ""•c SU NO OR „ �.�s� MFSPC Lie#:1048A New Jersey Lie#:P00849 NYS BUILDING CODE, AND NFPA 25 INSPECTION, TESTING, & MAINTENANCE SHALL BE PART OF THE SPECIFIED SPRINKLER ASSEMBLY, NOT OF A SEPARATElukom OF WATER BASED FIRE PROTECTION". SPRINKLER SYSTEM TO BE HYDROSTATICALLY MANUFACTURER, PER NFPA SECTION 6.2.7.2. M SHIELDS ALTERNATED WITH HANGERS DIRECTLY CONNECTED TO STRUCTURAL �'`��' ` MEMBERS TO SUPPORT PIPE 5 & LARGER ��M.�.�,�, ��• TESTED AT 200 PSI FOR 2 HOURS. F. SHIELDS SPACED 10 FT. MAXIMUM TO SUPPORT PIPE 4" & LARGER N� 3 5. ALL VALVES CONTROLLING THE WATER SUPPLY AND WATER FLOW SWITCHES FOR 6. ALL VALVES CONTROLLING CONNECTIONS TO WATER SUPPLIES AND TO SUPPLY G. PENETRATIONS FOR EXPANSION SHIELDS SHALL BE ABOVE THE CENTERLINE "'r swim "°r%.11rMOM -'"°"` WSW AUTOMATIC SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED. PIPES TO SPRINKLERS SHALL BE LISTED INDICATING VALVES. OF BEAMS OR ABOVE THE BOTTOM REINFORCING BARS r95 e-� 7. ALL CONTROL, DRAIN, AND TEST CONNECTION VALVES SHALL BE PROVIDED WITI- H. VERTICAL SHIELD PENETRATIONS SHALL BE DRILLED TO PROVIDE UNIFORM 6. ALARM, SUPERVISORY, AND TROUBLE SIGNALS (TAMPER SWITCHES) SHALL BE A PERMANENTLY MARKED WEATHERPROOF METAL OR RIGID PLASTIC IDENTIFICATIO CONTACT WITH THE SHIELD OVER IT ENTIRE CIRCUMFERENCE ,w, R, AUTOMATICALLY TRANSMITTED TO AN APPROVED CENTRAL STATION, REMOTE SUPERVISORY SIGN, SECURED WITH A CORROSION RESISTANT WIRE, CHAIN, THE SIGN SHALL I. SHIELD PENETRATION DEPTH SHALL NOT BE LESS THAN THE TYPE OF '""°'•""""' �'"`-" CK° �°°�" ALSO IDENTIFY THE BUILDING PER NFPA 13 SECTION 6.7.4 . SHIELD USED. MONITORING STATION, OR PROPRIETARY SUPERVISING STATION AS DEFINED BY NFPA 72. UPRIGHT SPRINKLER HEAD CONNECTION DETAIL PIPE PENETRATION IN FIRE RATED GYPSUM BOARD PARTITION TYPICAL PIPE THRU RATED WALL DETAIL 7. CONTRACTOR SHALL INSTALL AN APPROVED AUDIBLE DEVICE (ALARM BELLS) WHICH SHALL8• ALL SPACING, LOCATION, POSITION, AND INSTALLATION OF SPRINKLER HEADS 32. THE MINIMUM BOLT SIZE USED WITH THE PIPE HANGERS AND INSTALLED BE CONNECTED TO EVERY AUTOMATIC SPRINKLER SYSTEM. THE WATER FLOW ALARM SHALL BE IN ACCORDANCE WITH NFPA 13 CHAPTER #8. THROUGH CONCRETE PER NFPA SECTION 9.1.3.10 3 �'x �*am DEVICE SHALL BE ACTIVATED BY WATER FLOW EQUIVALENT TO THE FLOW OF A SINGLE 11 b� uK 7 SPRINKLER OF THE SMALLEST ORIFICE SIZE INSTALLED IN THE SYSTEM. 9. THE MAXIMUM FLOOR AREA PROTECTED BY ANY ONE SPRINKLER SYSTEM RISER 33. CEILING FLANGES AND U-HOOKS WITH SCREWS SHALL BE PER NFPA TABLE ,xa�•N.� I SHALL BE AS FOLLOWS: 9.1.5.2.1 8. ALL EQUIPMENT AND MATERIALS BEING INSTALLED SHALL BE NEW, UNLESS OTHERWISE A. ORDINARY HAZARD OCCUPANCY - 52,000 SQ. FT. 34. THE MAXIMUM DISTANCE BETWEEN HANGERS SHALL NOT EXCEED THE DISTANCE °""'°"'E ' '• ::r•?;:•'•:,:•;; NOTED ON DRAWINGS. AS PER NFPA TABLE 9.2.2.1 10. SPRINKLER TEMPERATURE RATINGS SHALL BE IN ACCORDANCE WITH TABLE ,•:,1r� ,•„�N� 9. SPRINKLER CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR, HEATING 6.2.5.1., E CONTRACTOR, ELECTRICAL CONTRACTOR, PLUMBING CONTRACTOR ETC.., IN ORDER TO 35. SPRINKLER PIPING INSTALLED BELOW DUCTWORK SHALL BE SUPPORTED FROM m «.,„ o BUILDING STRUCTURE OR FROM DUCTWORK SUPPORTS PROVIDED THAT BOTH -� AVOID CONFLICTS. 11. DISTANCE OF SPRINKLER HEADS FROM HEAT SOURCES SHALL BE BASED ON THE PIPE AND DUCT LOADS CAN BE HANDLED. PER NFPA SECTION 9.2.1.5 PIPE SLEEVE THRU FLOOR ASSEMBLY DETAIL 10. THE SPRINKLER CONTRACTOR SHALL PREPARE ALL FORMS AND DRAWINGS, PAY ALL FEES TEMPERATURE RATINGS AND TYPE OF HEATING CONDITION IN ACCORDANCE WITH CONNECTION FOR CONCEALED SPRINKLERS CONNECTION FOR CONCEALED SPRINKLERS NFPA TABLES 8.3.2.5 (a), 8.3.2.5 b), 8.3.2.5 (C), AND FIGURE 8.3.2.5 21, 36. SPRINKLERS SPACED LESS THAN 6 FT. APART, PIPE HANGERS CAN BE SPACED "'" INCLUDING BUT NOT LIMITED TO THOSE REQUIRED FOR DRAWING PREPARATION, PERMITS, STANDARD AND UPRIGHT PENDANT SPRAY SPRINKLERS SHALL BE PERMITTED IN ' AND APPLICATIONS TO AUTHORITIES. A MAXIMUM OF 12 FT. SHALL BE PERMITTED. PER NFPA SECTION 9.2.3.2.2 r o ALL OCCUPANCY HAZARD CLASSIFICATIONS AND BUILDING CONSTRUCTION TYPES „N 11. THE SPRINKLER CONTRACTOR SHALL FILE ALL REQUIRED DRAWINGS TO OBTAIN ALL WORK PER NFPA 8.4.1.1. 37. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER AND THE LAST ""'"'"°`6t� PERMITS AND APPROVED SIGN-OFFS AS REQUIRED TO EXECUTE THIS WORK IN A SAFE 12 MAXIMUM AREA OF SPRINKLER COVERAGE (SQ. FT.) FOR ANY TYPE OF HANGER SHALL NOT BE GREATER THAN 36" FOR 1" PIPE, 48" FOR 1-1/4" 4r °- AND LARGER PIPE, AND 60" FOR 1- Y2" PIPE PER NFPA SECTION 9.2.3.4.1 .,...., D.�. AND LEGAL MANNER. SPRINKLER SHALL BE 400 SQ. FT. PER NFPA SECTION 8.5.2.2.2 � 12. THE SPRINKLER CONTRACTOR SHALL PERFORM ALL TESTS AND PAY ALL ASSOCIATED FEES 38. THE UNSUPPORTED LENGTH BETWEEN THE END SPRINKLER IN A PENDANT `°W� �""�°°'"��`"` '� REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION AND ARRANGE FOR ALL 13. THE DISTANCE FROM SPRINKLERS TO WALLS (MEASURED PERPENDICULAR TO POSITION OR DROP NIPPLE AND THE LAST HANGER ON THE BRANCH LINE VM*L "`• nWMWS'"" RMWAMM. �°�` WALLS SHALL NOT EXCEED ONE HALF 1 2 OF THE ALLOWABLE MAXIMUM INSPECTIONS REQUIRED TO OBTAIN APPROVAL OF SYSTEMS AND EQUIPMENT INSTALLED ) ( / ) SHALL NOT BE GREATER THAN 12 IN. FOR STEEL PIPE OR 6" FOR COPPER FIRE DEPARTMENT SIAMESE CONNECTION TYPES OF APPROVED METHODS OF PIPE SUPPORTS UPRIGHT SPRINKLER HEAD WITH GUARD DETAIL UNDER THIS CONTRACT. DISTANCE BETWEEN SPRINKLERS PER NFPA SECTION 8.5.3.2.1 PIPE. PER NFPA SECTION 9.2.3.4.3.2. 13. THE SPRINKLER CONTRACTOR SHALL FURNISH ALL CERTIFICATES OF INSURANCE AND ALL 14. FOR CONTINUOUS OR NON-CONTINUOUS OBSTRUCTIONS, THE MINIMUM 39. THE CUMULATIVE HORIZONTAL LENGTH OF AN UNSUPPORTED ARMOVER TO A 00NMW" Nmmm OT ALL SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF SPRINKLER DRAWINGS ) sw,.ee-,amen.,,,," SYMBOL ABBR DESCRIPTION -��mm�"M` SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION LICENSES AS REQUIRED BY LOCAL AUTHORITIES. CLEARANCE BELOW SPRINKLER HEAD DEFLECTORS SHALL BE 18 INCHES, PER SPRINKLER, SPRINKLER DROP, OR SPRIG-UP SHALL NOT EXCEED 24" FOR 'q'"°`ff^'""'°M" 10°' SYMBOLS: NFPA SECTION 8.5.5.2.1 STEEL PIPE OR 12" FOR COPPER TUBE, PER NFPA SECTION 9.2.3.5 � 8"OR m FCVA FLOOR CONTROL FITTINGS: SECTION NO. 14. THE SPRINKLER CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL FM��, -� VALVE ASSEMBLY 1 EXISTING CONDITIONS, INCLUDING SIZES AND LOCATIONS OF CONNECTIONS BEFORE 15. CONTINUOUS OR NON-CONTINUOUS OBSTRUCTIONS THAT INTERRUPT THE 40. ALL SPRINKLER DESIGN, INSTALLATION, AND CALCULATIONS APPROACHES SHALL SUBMITTING A QUOTATION FOR THE WORK HEREIN. DISCHARGE OF WATER FROM SPRINKLER DEFLECTORS GREATER THAN 18 INCHES FOLLOW NFPA 13 2016 EDITION AND THE 2020 NEW YORK STATE -{ FIRE DEPARTMENT ELBOW UP P- SECTION VIEW SIAMESE CONNECTION SHEET NO. BUILDING CODE. SLEEVES AND ESCUTCHEONS/CUTTING <- ELBOW DOWN BELOW WITH•FIXED OBSTRUCTIONS OVER 4'-0" WIDE (DUCTS, DECKS, OPEN AND PATCHING NOTES 15. THE SPRINKLER CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS GRATE FLOORING, CUTTING TABLES, & OVERHEAD DOORS) SHALL HAVENAM TWO" REQUIRED TO PERFORM ALL CUTTING, PIPE FABRICATION ETC. NECESSARY FOR A PROPER � � r� � SPRINKLERS INSTALLED UNDER. THE SPRINKLERS SHALL BE OF THE GENERAL NOTES .�+�m�m�� -� TEE UP DETAIL AND COMPLETE SPRINKLER SYSTEM INSTALLATION AS PER THE CONTRACT DRAWINGS. Is,,,W „N�,UmmM BFP BACKFLOW PREVENTER Et DESIGNATION „E�a•u NNE A BUR,CaIt IE„oIN ro E RLOI MIIN ne"m Mru Sm/c . INTERMEDIATE LEVEL/ RACK STORAGE TYPE OR OTHEWISE SHIELDED FROM THE �„ � ,,� v TEE DOWN SPRINKLER DISCHARGE ABOVE, PER NFPA SECTIONS 8.5.5.3 THRU 8.5.5.3.3 t. DIMENSIONS, LOCATIONS AND SIZES INDICATED ON THE PLANS & ELEVATIONS ARE APPROXIMATE AND , w/-�«m�o e�SUM ft"ro m•MOM 16. THE SPRINKLER CONTRACTOR SHALL PERFORM ALL FINAL WALL, CEILING, AND SHALL BE VERIFIED BY FIELD INSPECTION BY THE CONTRACTOR. "�"�"�""1NWWn.m"11°'""A°'"AMGWW O• SPRINKLER HEADS 1�� SHEET KEY NOTES 16. THE MAXIMUM AREA OF COVERAGE PER SPRINKLER HEAD, FOR A HYDRAULICALLY PPNO"�1D1"1010XN'"s'""`"`E"'""°FAMEM PIPE CAP OR PENETRATION PATCHING TO BRING THE AREA OF WORK TO THE CONDITION AS SPECIFIED SNO an='�""""'�""°""""'""°°"°`"'s CONCEALED PENDANT -� PLUG POINT OF CONN. 2. SOME EXISTING PIPE & EQUIPMENT IS SHOWN FOR CLARIFICATION OF THIS CONTRACT, MOST IS OMITTED aecuea nn�a ON CONTRACT DRAWINGS. CALCULATED SYSTEM FOR STANDARD SPRAY PENDANT & UPRIGHT SPRINKLER FROM SCOPE, BUT MUST BE PROTECTED FROM THE CONTRACTOR'S OPERATIONS BY THE CONTRACTOR. -.M FMM'*W=COMMM nOM OWL R TW OOK • SPRINKLER HEAD �� POC (CONN. NEW TO HEADS ORDINARY HAZARD, SHALL BE 130 SQ. Fr. PER NFPA 13 TABLE FM '°""°'"°"-�'�""`°"°"°"°"` EXISTING) -rE A�eIM ��M RECESSED PENDANT �- GC GAS COCK 3. NO WORK SHALL BE INITIATED UNTIL A WORK PERMIT IS OBTAINED BY THE CONTRACTOR AND A SITE n0M MM VU i -�ao MM OR OM KM • 17. SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL NEW SPRINKLERS, 8.6.2.2.1 (b) O Q� Poo POINT OF VALVES, AND CONTROLS TO ENGINEER FOR APPROVAL PRIOR TO PURCHASE AND SAFETY PLAN IS SUBMITTED AND IS APPROVED. ro-nM,nE- MPC aR&newusn HLMF-OWN SPRINKLER HEAD DISCONNECTION ,n,-�wm-»o cara�o s�aM ae mum m Kn-sue NC WA N%=6-W-M VOL N UPRIGCONCENTRIC INSTALLATION. NO PART OF THE SPRINKLER SYSTEM IS TO BE INSTALLED WITHOUT 17. SPRINKLER COVERAGE FOR ROOMS WITH IRREGULAR OR ANGLED WALLS THE 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, EQUIPMENT USE PERMITS, AND ALL HEAD HT SPRINKLER -�- CR REDUCER 10-0 ELEVATION OF MAXIMUM HORIZONTAL DISTANCE BETWEEN A SPRINKLER AND ANY POINT OF INSPECTION APPROVALS. �� SPRINKLER PIPES ENGINEER APPROVAL. UPRIGHT & PENDANT -�- ECCENTRIC FLOOR AREA, PROTECTED BY THAT SPRINKLER SHALL NOT EXCEED 0.75 TIMES 5. ALL SURFACES OR FINISHES THAT ARE DAMAGED OR OTHERWISE AFFECTED By WORK OF THIS CONTRACT 0 SPRINKLER HEADS ER REDUCER XX HYDRAULIC CALCULATED NODES 18. THE SPRINKLER CONTRACTOR SHALL ASS RESPONSIBILITY FOR ALL LABOR AND THE ALLOWABLE DISTANCE. THE MAXIMUM PERPENDICULAR DISTANCE SHALL NOT SHALL BE PATCHED, REPAIRED, PAINTED OR REPLACED TO MATCH THE PRE-EXISTING CONDITION. TO BE REMOVED MATERIALS INSTALLED UNDER THIS CONTRACT AND SHALL GUARANTEE THE WORK BE EXCEEDED, PER NFPA 13 -8.6.3.2.3 6. CONTRACTOR MAY PROPOSE ALTERNATE ROUTING IN DIFFICULT AREAS WHERE R!-PLACEMENT IN KIND IS •DP DRY TYPE PENDENT -o- EJ EXPANSION JOINT ABBREVIATIONS: NOT PRACTICAL ANY AND ALL ALTERNATE ROUTING IS SUBJECT TO PRIOR REVIEW AND APPROVAL BY THE PERFORMED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF COMPLETION OF THIS 1$ MINIMUM DISTANCE FOR SPRINKLER HEADS FROM WALLS SHALL BE 4 INCHES ENGINEER. SIDE WALL SPRINKLER VALVES: DV DRAIN VALVE W/ WORK. PER NFPA SECTION 8.6.3.3. 19. THE SPRINKLER CONTRACTOR SHALL COORDINATE LOCATION OF ALL COMPONENTS WITH 7. FLOW SWITCHES AND OS&Y CONTROL VALVES TAMPER SWITCH SHALL BE CONNE:TED TO FIRE ALARM HEAD HOSE END VALVE W AFF AUTO GALL DRIP AFG ABOVE FINISH GRADE RESPONSIBLE CONTRACTOR PRIOR TO INSTALLATION AND MAKE ALL FINAL CONNECTIONS 19. SPRINKLER HEAD PROTECTION AREAS AND MAXIMUM SPACING FOR STANDARD CONTROL PANEL NOT IN CONTRACT. DRY TYPE SIDEWALL CHECK V AFF ABOVE FINISHED FLOOR ®pS N CV INDICATION OF FLOW ATR ADJUSTABLE THREADED ROD RECESSED SIDE WALL DIRECTION BLDG BUILDING AS REQUIRED. SPRAY UPRIGHT AND STANDARD SPRAY PENDANT HEADS IN ORDINARY HAZARD ® SPRINKLER HEAD PRESSURE cl CAST IRON 20. DRAWINGS DEPICT SCHEMATIC DESIGN INTENTION AND SHALL NOT BE SCALED FOR OCCUPANCIES TABLE 8.6.2.2.1 (b) RV CL CENTERLINE SPRINKLER SYSTEM ALARM TO BE MONITORED ® RISER REDUCING VALVE CONT CONTINUOUS DIMENSIONS. 20. UPRIGHT AND PENDANT SPRINKLER HEAD DEFLECTOR CLEARANCE FOR s DCVA DOUBLE CHECK VALVE ASSEMBLY SCOPE OF WORK � � SV SOLENOID VALVE DCDA DOUBLE CHECK DETECTOR ASSEMBLY UNOBSTRUCTED CONSTRUCTION SHALL BE 1 INCH MINIMUM WITH A MAXIMUM 1.THE PURPOSE OF THIS SUBMITTAL IS TO MODIFY AND LEGALIZE AN SPRINKLER HANGER DI DUCTILE IRON 21. DIMENSIONS, LOCATIONS AND SIZES INDICATED ON THE PLAN ELEVATIONS ARE OF 12 INCHES. THE CLEARANCE DOES NOT APPLY FOR LIGHT & ORDINARY EXISTING SYSTEM BASED ON NEW TENANT USAGE, G SPRINKLER GUARD FC AUTO FLOW CONTROL DN DOWN FCV VALVE W/ TEST DWG DRAWING APPROXIMATE AND SHALL BE VERIFIED BY FIELD INSPECTION BY THE CONTRACTOR. HAZARD OCCUPANCIES WITH CEILINGS OF NON-COMBUSTIBLE OR LIMITED PIPING: �- GLOBE A EXIST. EXISTING ELEVATION COMBUSTIBLE CONSTRUCTIONS. WHERE THERE IS A CHANGE IN CEILING E -�Q- clv STRAIGHT EXIST. FLOOR CONTROL VALVE 22. SOME EXISTING PIPE & EQUIPMENT IS SHOWN FOR CLARIFICATION OF THIS CONTRACT, ELEVATION WITHIN THE SPRINKLER HEAD COVERAGE AREA OF MORE THAN 36 -( )- (E) EXISTING PIPING MOST IS OMITTED FROM SCOPE, BUT MUST BE PROTECTED FROM THE FIRE SPRINKLER INCHES BETWEEN THE UPPER CEILING AND SPRINKLER DEFLECTOR THE CEILING PATTERN) FD FLOOR DRAIN SAFETY NOTES FDC FIRE DEPARTMENT CONNECTION CONTRACTOR OPERATIONS. ELEVATION CHANGE SHALL BE CONSIDERED A WALL FOR SPRINKLER SPACING; -SP- SP SPRINKLER PIPING GLV GLOBE VALVE FE FIRE EXTINGUISHER LESS THAN 36 INCHES IN ELEVATION CHANGE THE CEILING SHALL BE SPECIAL PRECAUTION SHALL BE TAKEN BY THE CONTRACTOR SO THAT EQUIPMENT OF THIS APPLICATION AND ITS (ANGLE PATTERN) FS FLOW SWITCH INSTALLATION WILL NOT AFFECT THE FOLLOWING: G NATURAL GAS 23. NO WORK SHALL BE INITIATED UNTIL A WORK PERMIT IS OBTAINED BY THE CONTRACTOR. CONSIDERED FLAT. PER NFPA SECTION 8.6.4.1.1.1, FIGURE 8.6.4.1.1.3, & 1. EGRESS TO AND FROM THE BUILDING. FIRE SAFETY OR CREATE A FIRE HAZARD. -ST- ST STANDPIPE PIPING --1 BFV BUTTERFLY GPM GALLONS PER MINUTE BIBB 2. STRUCTURAL SAFETY OF THE BUILDING. HMD VALVE HB HOSE HYDRAULIC $.6.4.1.1.3 3. ACCUMULATION OF DUST AND DEBRIS. (THE CONTRACTOR SHALL LEAVE THE SITE BROOM CLEANED EACH DAY.) FITTINGS NVT INVERT LIC MOST DEMANDING 24. CONTRACTOR MAY PROPOSE ALTERNATE ROUTING IN DIFFICULT AREAS WHERE ev BALL VALVE MAX MAXIMUM 05 l /` REPLACEMENT IN KIND IS NOT PRACTICAL. ANY AND ALL ALTERNATE ROUTING IS SUBJECT21. SPRINKLER HEAD DEFLECTOR LOCATIONS FOR OBSTRUCTED CONSTRUCTION SHALL NOTES: -iIF--- U UNION MIN MINIMUM TO PRIOR REVIEW AND APPROVAL BY THE ENGINEER. BE AS PER NFPA SECTION 8.6.4.1.2 PARAGRAPH 1-5 THRU 8.6.6.2, & TABLE � VALVE IN RISER NIs NOT IN SCALE r 1.0 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THESE PLANS AND SPECIFICATIONS NIC NOT IN CONTRACT $.6.5.1.2 �_ FS FLOW SWITCH PD PUMP DISCHARGE 25. ACCESS DOORS ARE TO BE PROVIDED ADJACENT TO ALL VALVES AND CLEANOUTS ARE EXEMPT FROM THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE, PVC POLYVINYL CHLORIDE LOCATIONS, NECESSARY FOR INSPECTION AND MAINTENANCE. 22. ALL SPRINKLER PIPING, HANGERS AND FITTINGS SHALL BE PROTECTED AGAINST 2.0 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER Gv GATE VALVE RM ROOM WATER SUPPLIES THAT ARE KNOWN TO HAVE UNUSUAL CORROSIVE MATTERS SHOWN ARE NOT TO BE RELIED UPON, OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - C� TS TAMPER SWITCH RPZ REDUCED PRESSURE ZONE CORROSION, ACCORDANCE WITH APPLICABLE CODES. OS&Y OUTSIDE STEM AND RE RELOCATE 26. SPRINKLER PIPING SHALL BE INSTALLED AS PER APPROVED SHOP DRAWINGS. PROPERTIES, IF THREADED OR CUT-GROOVED PIPE IS SPECIFIED PIPE WALL 3.0 ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE AND NFPA 13 "INSTALLATION OF PRESSURE YOKE SPD SUMP PUMP DISCHARGE PS SPR SPRINKLER LINE THICKNESS SHALL BE THE FOLLOWING. 8 INCH DIA. AND LARGER SCHEDULE 30, SPRINKLER SYSTEMS" 2016 EDITION. SWITCH PRESSURE SQ SQUARE 27. CONTRACTOR SHALL BASE ALL HYDRAULIC CALCULATIONS ON THE AVAILABLE PRESSURE 8 INCH AND SMALLER SCHEDULE 40. PER NFPA SECTION 8.15.3.2.1-8.15.3.2.4 PRESSURE PRV REDUCING VALVE SST STAINLESS STEEL AND WATER FLOW DATA AT THE CONNECTION TO THE EXISTING MAIN. PG GAUGE W/GAUGE TBD TO BE DETERMINE ALARM CHECK TD TRENCH DRAIN 23. THE MINIMUM DISTANCE BETWEEN SPRINKLER HEADS SHALL BE 6'-0" UNLESS cocK ® VALVE THK THICKNESS) 28. FOR ALL ITEMS THAT ARE REQUIRED TO HAVE SEISMIC SUPPORTS OR RESTRAINS, SEISMIC BAFFLES ARE INSTALLED IN ACCORDANCE WITH SECTION 8.6.3.4.2 (1-5) OR THE ATERAL SWAY BRACIN TS TAMPER SWITCH PLANS AND SEISMIC (RESTRAINT CALCULATIONS SHALL BE PREPARED, SEALED AND SIGNED SPRINKLERS ARE INSTALLED IN A RACK PER SECTION 8.6.3.4.3, OR AN OLD 1 W TYPICAL BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NEW YORK ENGAGED BY THE STYLE SPRINKLER PROTECTING A FUR VAULT PER SECTION 8.6.3.4.4. 11 CONTRACTOR. THE ENGINEER SHALL PROVIDE INSTALLATION SUPERVISION OF ALL SEISMIC SUPPORTS AND RESTRAINTS. 24. AS PER NFPA SECTION 8.15.3 ONLY APPROVED MATERIALS WILL BE USED, 1"�'\_`, SPRINKLERS WILL BE PROTECTED AGAINST FREEZING AND MECHANICAL INJURY 53345 MAIN ROAD -; 05-31-2024 AS BUILT 29. EACH CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL PENETRATIONS, CUTTING, PATCHING, PER SECTION NFPA 8.15.4 SOUTHO-D, NY 11971 , SLEEVES, AND FIRESTOPPING REQUIRED TO COMPLETE THE INSTALLATION OF ALL WORK 04 24 2024 REVISED PER FIRE MAR INCLUDED UNDER THEIR CONTRACT IN ACCORDANCE WITH THE FIRE EGRESS AND 25. ALL SPRINKLER SYSTEM HANGERS, BRACING, AND PIPING RESTRAINT SHALL BE AREA OF WORK - - 1 04-17-2024 SUBMITTED FOR APPROVAL 0 SECURITY PLAN DRAWINGS AN IN ACCORDANCE WITH DIVISION. IN ACCORDANCE WITH NFPA 13 CHAPTER #9. DATE DESCRIPTION REVISION 30. ALL FIRE PROTECTION EQUIPMENT PADS AND REINFORCING STEEL ARE TO BE PROVIDED BY THE CONTRACTOR THAT IS FURNISHING THE EQUIPMENT ITEM. 26. ALL PIPE HANGERS SHALL BE FERROUS AND DESIGNED TO SUPPORT FIVE TIMES j. DESIGNED & DRAFTED BY: THE WEIGHT OF THE WATER FILLED PIPE PLUS 250 LBS. AT EACH POINT OF SUPPORT, THE SPACING BETWEEN HANGERS SHALL NOT EXCEED THE VALUE ��<5': MPS ENGINEERING 31. UPRIGHT SPRINKLER HEADS SHALL HAVE HEAD GUARDS WHERE REQUIRED. GIVEN FOR A GIVEN PIPE MATERIAL AS PER TABLE 9.2.2.1 PER NFPA SECTION 9.1.1.2. < FIRE SPRINKLER CONTRACTOR: 32. LOCATE ALL HORIZONTAL PIPING ABOVE SUSPENDED CEILING, UNLESS THERE IS NO ` . PLUMBWELL SERVICES LLC CEILING. 27. NO SPRINKLER OR DRAIN PIPING SHALL BE SUPPORTED FROM ANOTHER PIPE x 33. PROVIDE SPRINKLER HEAD UNDER DUCTS OVER 4'-0" IN WIDTH IN AREA & AS SHOWN LINE OR OTHER HANGERS OR SUPPORTS. `�. �,� '''.. q RCS 243 SOUTH STREET ON THE DRAWINGS WITHOUT HUNG CEILING. OYSTER BAY, NY 11771 28. HANGER ROD SIZE SHALL BE THE SAME AS THAT APPROVED FOR USE WITH THE Y HANGER ASSEMBLY. SEE NFPA SECTION 9.1.2. , 34. SPRINKLER SYSTEM WORK UNDER THE MASTER FIRE SUPPRESSION PIPING CONTRACTOR'S ROBERT WISSING (844)758-6293 LIC#:MP-57860 CONTRACT. c: 29. THE SIZE OF THE ROD MATERIAL FOR EYE RODS SHALL BE PER NFPA SECTION PROJECT NAME & ADDRESS: PIPE SIZING 9.1.2.4• SPRINKLER HEAD LEGEND (NEW HEADS) FIRST PIPE SIZING BASED ON SYM CNT P❑SITI❑N FINISH TEMP K NPT MFG. M❑DEL# ��, fiV-1 THE F ALTERATION ISLAND HYDRAULICALLY 30. THE SIZE OF THE ROD MATERIAL OF U-HOOKS SHALL BE AS PER NFPA T NATIONAL BANK CALCULATED SYSTEM • 3 CONCEALED PENDENT ARCHITECT SPECIFIED 165 5.60 1/2 RELIABLE G5-56 INTERIOR SECTION 9.1.2.3. 0 t FIRE SPRINKLER DRAWING LIST 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 0 4 EXPOSED PENDENT ARCHITECT SPECIFIED 155 5.60 1/2' RELIABLE F1FR56 <`-` --- - --- --- --- -- -- --------------- ---- DRAIIN6 No. DRAWNG nnE {�aF. DRAWING TITLE: LIGHT HAZARD SPACING NOTES: HANGER ROD SIZES: ® 1 HORIZONTAL SIDEWALL ARCHITECT SPECIFIED 155 5.60 1/2' RELIABLE F1FR56 SP-001 LEGEND,ABBREVIATIONS,DETAILS&NOTES DESIGN CRITERIA INFORMATION SP-101 CELLAR FIRE SPRINKLER PLANS MAXIMUM SPACING: 15 FEET PIPE SIZE DIAMETER (IN) LIGHT HAZARD: 0.10 GPM/SOFT " LEGEND,ABBREVIATIONS, DETAILS &NOTES MAXIMUM COVERAGE: 225 S .FT. UP TO AND INCLUDING 4" SP-102 GROUND FLOOR FIRE SPRINKLER PLANS MAXIMUM DISTANCE BETWEEN WALL AND HEADS: 7X FEET " "' 5", 6", AND 8" Xi" .. - SHEET SP-103 MEZZANINE FIRE SPRINKLER PLANS MINIMUM DISTANCE BETWEEN WALL AND HEAD: 4" 10" AND 12" " e1e�� to PE: M/P/S ENGINEERING 1 OF 4 FIRE PROTECTION MATERIAL SCHEDULE , . " . . '. DRAWN BY: 4 HUTCH COURT PIPE FITTINGS, ' � . DIX HILLS, NY 11746 MAXIMUM DISTANCE BETWEEN HANGERSNICET LEVEL IV #: MPS NOMINAL PIPE SIZES a Q � NEW CHECKED BY: PIPE MATERIAL ALL MATERIALS SELECTED ON THIS SCHEDULE a J SCOTT SE yL 4'. Yo iC#070564 3/4" 1" 1-1/4" 1-1/2- 2" 2-1/2" 3" 3-1/2" 4" 5" 6" 8" MUST BE APPROVED BY THE LOCAL AUTHORITIES. o 0 0 0 z M .r w SEAL &�f IONATURE:` `�4� ' PROJECT eor a eou sa os STEEL PIPE EXCEPT THR'D o w w w w o 0 0 5" LIGHTWALL N/A 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" - Z = _ _ = w o a o w - w w w w g ' a ' W dk�1 � SCALE: AS NOTED ON DWGS N N N N - W Y W N STEEL PIPE THR D N/A 12'-0" 12'-0" 12'-0" 12'-0 12'-0" 12'-0" N/A N/A N/A N/A N/A v w w w w --, D- o o � o- J I' a U TFP PROJECT MGR. Georg a LeoUtSOkOS LIGHTWALL ,- a o a _' SYSTEM o o � G cn cn m c� � c� c� � c� c� C) � - 'I COPPER TUBE 8 -0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0' 15'-0" 15'-0" DRAWING N0: • TO BE USED ON SPRINKLER FEEDMAIN, RISERS AND CROSSMAINS (2" TO 6'7 • • • PLOT PLAN DUCTILE IRON PIPE N/A N/A N/A N/A N/A N/A 15'-0' N/A 15'-0" N/A 15'-0" 15'-0- TO BE USED ON SPRINKLER WET SYSTEM BRANCHES (%- AND SMALLER) HT�11 Floe, • Is- fl . r J`oJ 00 10; // rFKEY NO X ' UPC) UP C.", GF-3/CC r-)UP UP TES y$ � .. .. UP ) _..__ __ _...._ ......__ _ _ ._.. _ _.. _ _ _U P - y, _ .............. ............... ............... ............. ............... ......._...... ................: _._.......... _............ .......- _. ........._.... ............... ._._... 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). FIRE & LIFE SAFETY PE _...... .......... ........... .........._.... ............... .............. ............... ............... ......._...._ .._........... ............... ......_..... i............ ............... _ ................ . ......._._... ...... SPECIALISTS 2. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO REMAIN (TYP). WWW.TFP1.COM 1 111 Crossway Park Drive West ... ............... ........E I ( 3. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO BE RELOCATED (TYP). Woodbury N.Y. 11797 3 COORDINATE NEW LOCATIONS WITH NEW CEILING GRID. RECONFIGURE PIPING rY, I ! �__...._ ...._.... ._..._.. _....... ...._._.... ...._..._... -------------- _... ..._._._. ____.� AS NEEDED TO ACCOMMODATE NEW LOCATIONS. FDNYLic#: 191W Ph ( Nassau FM Lic#:2006PEK01240 �,` T, 3 52, 6 06 6881 NYS Lic#• 1200029 0 8 6) 8 Suffolk FM Lic#: 123 _ - r... r.. :.. _........_.. ...._......_ .._............ ............... .......k...... ............... .... ............... ............... ................ ............... .... ........_._.. ........................ ............... ................ .._.......... _........ . _....__._ .. ... ............. ............... ... ..(. ..... MFSPC Lic M 1048A New Jersey Lic#:P00849 _� } ( 4. EXISTING UPRIGHT SPRINKLER HEADS TO REMAIN (TYP). Y _ 5. REMOVE EXISTING HEAD UP I 2 I 5 (51 _....I _ ........_, I _.._._._. _....._ _------- ._... €.\. .. _.__........ ._.._...,. ...�.,..__.. ......._...._ ....__...._ _..._...... ._ �... ......._..._. .__ .....__... ..._....... .........C� � ..... r ............ .....__..._. ...._......_. ............... r::..} ............... ............ . ............ _........_... \Y P U _... ......._.. ;._. ...._. ------... _--- _--- _......... . .__._... .._---- _ --------- _ i I 111 0 0 II 0 UP i I I I 01EXISTING CELLAR SPRINKLER PLAN SCALE v4•-r-ff .._._.... ............_... ._._....._..._._ ....._...... ....._.... .....�..........�._. .. _ _..._ KEY NOTES X UPC, Up GF-3/CC UP _�. p to UP W_ ,.."�.�. '.: C......_..�._ `_`..:::;Z _........... ............... ...... _............... ......... .... .._.........- ............... ............... .. ............... . .......... F 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). __... _ ._ _._......_ ........._.._ �......... ........... _ . _....._..... ............... _......... ............. ......_..... ............ ....._._.... .. ......_..... _ .... _ I STORA E 2. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO REMAIN (TYP). MECHANICAL STORAGE E I ELECTRIC METER ROOM :. ............... -! _ 3. RELOCATED CONCEALED PENDENT SPRINKLER HEADS (TYP). COORDINATE ROOM® I .._ __....—__ _.. —_ =s €" 3 NEEDEDNEW LOCATIONS WITH NEW NEWLOCATIONS.CEILINGGRD. RECONFIGURE PIPING AS EL......._.... W._.._ ......__.. .............. ..—_-------- _._....... ......._._. _.. ........ _...... E _ r, ,` r..� A ::':_ A STORAGE _ --.__-....-. _.....,`V�... ... _..... ._.._ __ __ ._ _ _.___ _.__ _. __.. _._. _;.. : 3 ® 4. EXISTING UPRIGHT SPRINKLER HEADS TO REMAIN (TYP). _..._. _.. M I--------- 5. INSTALLED NEW EXPOSED PENDENT HEAD (TYP. I UI"' CORRIDOR � �, ® ,�' ( 2 STORAGE 5 ( E : E _._ _ . ..... .........._... ............... _..........._ .......................c ... .............i` JANITORS \ 333 L._..._. ._....._..J 0 CLOSET UP 0 U 0 _ .__.._.� — _.. �_..�..------ _ _.._ _ _ .._... ..� i L — __i LL- I� z....;....._ ............... ......._....... ._-------_.. ......_....... __.......... ............_. .._........... ...... ' c� (F - 05-31-2024 AS BUILT 2 - -- i 04-24-2024 REVISED PER FIRE MARSHALL 1 E, PANTRY 4 SCOPE O F W 04-17-2024 SUBMITTED FOR APPROVAL 0 DATE DESCRIPTION REVISION EEE4 _•._ . 1 RELOCATE CONCEALED PENDENT SPRINKLER HEADS DESIGNED & DRAFTED BY: D ' 2. INSTALL (2) NEW EXPOSED PENDENT SPRINKLER HEADS MPS ENGINEERING { ST®E 3.ANY EXISTING SPRINKLERS NOT ADDRESSED WILL REMAIN. FIRE SPRINKLER CONTRACTOR: STAIRS 4.PROPOSED WORK WILL NOT EXCEED CURRENT FLOW CALCULATIONS. PLUMBWELL SERVICES LLC 243 SOUTH STREET ® OYSTER BAY, NY 11771 5.ANY SPRINKLERS THAT HAVE PAINT, CORROSION, OR ARE PAST ROBERT WISSING (844)758-6293 LIC#:MP-57860 THEIR USABLE LIFE SPAN SHALL BE REPLACED WITH A NEW PROJECT NAME & ADDRESS: 0 up� � � SPRINKLER HEAD. THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 DRAWING TITLE----- - -------------- - -- CELLAR FIRE SPRINKLER PLANS PE: M/P/S ENGINEERING SHEET : 2 OF 4 4 HUTCH COURT DRAWN BY MPS DIX HILLS, NY 11746 NICE? LEVEL IV L: SCOTT SEGAL, P.E./'�LAC 70564 CHECKED BY: George Leoutsakos SEAL & SIGNATURE'\Q��' Fi SFG " �` PROJECT#: 2 PROPOSED CELLAR SPRINKLER PLAN 2' 4' $� �� °° � �` � scALE: As NOTED ON DWGS l •",�.N`"�,.. '�SCALE v4•-T— 1/4" = 1,_0„ �„ PROJECT MGR. George Leoutsakos WING NO: P- 101 . 00 I w�wt�awYrwwlr�w>t KEY NOTES X - w: : �_,_.,,� _ . _._.__ , �,._,_•., ;;�- 1. EXISTING SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). I �_.. ,�:� .__... _._.._.....__ .� �� ... v ...�...�/ ___ ._....._..,........._.._...... �f�...._...._..._.....�........�_..__._....._.�_......�..__ ..,,�` , D. FIRE & LIFE SAFETY SPECIALISTS ____ _ _ - """ DN• ""� - - - 2 DEMOLISH EXISTING CONCEALED PENDENT SPRINKLER HEAD. F-- ___........._ _ _ _ -._... DN _._.._._... J _.......... ....--- t....... _... ............_. WWW TFP1 COM ...........1.._....._ ............_ ._............. . .. .: "= D 3. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). 111 West DN _..._:.. �..._<.., I __ _ _ _ �._•• UP TYP ay P I N rossw ark Drive E Woodbury, N.Y. 11797 4. EXISTING CONCEALED PENDENT SPRINKLER HEAD TO REMAIN. FDNYLic#: 191W Nassau FM Lic#:2006PEK01240 `-- - --- .....-- — --- - -'— ---- --- - ---- Ph. (866) 806-6881 Suffolk FM Lic#: 123 I NYS Lic#: 12000295210 5. EXISTING DRY SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). MFSPC Lie#:1048A New Jersey Lic#:P00849 I I =1 J ° i 3 ............... ............ , UP UP I I LZ .... I I 5 4 3 3 - - 5 z 2 4 DN _... ............... ............... ............... ............... ............_ ....._........ ......._...... .. ................ ............... ............. ........... ............... _.............. ......... .......... ............... .............. .......... I ......... ................ ...... ............ ............... ._.......... --------__---- ...... .._............ ..... 1 DN _ _ ... i i 1 EXISTING c1ROUND FLOOR SPRINKLER PLAN SCALE V4'-T0 a I KEY NOTES 4 1. NEW EXPOSED PENDENT SPRINKLER_ ._ E HEADS. COORDINATE NEW LOCATIONS '77r \y/ �� _ WITH NEW CEILING GRID. RECONFIGURE PIPING AS NEEDED TO _..__...._._. ._ __....... _.-_. __ ___..... _._.. _...._ � ._ ____....... ...._ _.... ........ .._. ... .._.. ...�.... ...... ......._._........_. _ _.......... _-._._.. ___.-_. v ;� _ ACCOMMODATE NEW LOCATIONS _._.._ u _._.__;......W _,.,..®......_... ..- ----- , _ _.........._ DN _....pN �... DN -- - - - - — -`-. --- �< = ; 2. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). U i ._.._._.._._. P J-.. �- ._. _......... -:-.-.-::.... .....,,,:: .............. 3.� 3. EXISTING CONCEALED PENDENT SPRINKLER HEAD TO REMAIN. ® ..... _ � B BB 'B I ..... ..:...... :�. ..:w... ......_.. ... ........:�. ..... �.. ......._.._..........__ ..�._..............._.M.._.....__.........._...__........_.........._._._.............__.. I j 4. EXISTING DRY SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). WORROOM " i B MEETING ' I 5. INSTALL NEW SIDEWALL HEAD '_ D ROOM 6 . EXISTING SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). B .�B 6 i� BREAK ROOM TEL ER '" s __ ....._ _3.. _..[ _....__.. -.... ...... 2 i E ;I e .I r , I E} i B I . RRR I , ® TOILET ROOM z .- 05-31-2024 AS BUILT 2 /� I. 5 TELLER 04-24-2024 REVISED PER FIRE MARSHALL 1 i® � L ......_......_..�..._._._..._...._._.........__..__._.._.._....� U E U E ., UP 04-17-2024 SUBMITTED FOR APPROVAL 0 I .. ............... ...I ... . ............... ... ... . , B SCOPE OF WORK _ .. ( DATE DESCRIPTION REVISION DESIGNED & DRAFTED BY: ___ - - -- — __ -- 1. INSTALL (2) NEW EXPOSED PENDENT SPRINKLER HEADS. E �B BLINE OF MEZZANINE ABOVE 4 ( MPS ENGINEERING -I ___. 2. ANY EXISTING SPRINKLERS NOT ADDRESSED WILL REMAIN. ATM ROOM I-- •—crf` FIRE SPRINKLER CONTRACTOR: �.,I PLUMBWELL SERVICES LLC 3 :_. W .._ . ® L PLATFORM 3. PROPOSED WORK WILL NOT EXCEED CURRENT FLOW CALCULATIONS. 243 SOUTH STREET I AREA OYSTER BAY, NY 11771 B B ,B ;,B B I.. S .,_._•,_ B -- B BVB 4. ANY SPRINKLERS THAT HAVE PAINT, CORROSION, OR ARE PAST ROBERT WISSING (844)758-6293 LIC#:MP-57860 a..... I % THEIR USABLE LIFE SPAN SHALL BE REPLACED WITH A NEW - — ---- OPEN TO ROOF PROJECT NAME & ADDRESS: �...._ _...._w ._._.�..... __..—._. -........_ .�.._._. .�.......... _.._..... _.__... ._._..... .... � � SPRINKLER HEAD F DN THE FIRST NATIONAL BANK OF LONG ISLAND ........... ............. ............... ............... ....._....... .... ........ ................ .............. .. INTERIOR ALTERATION :---�-- --�-� ROAD, UNIT#11-1 SOUTHOLD, NY 11971 T DRAWING--- - ---- IL : GROUND FLOOR FIRE SPRINKLER PLANS PE: M/P/S ENGINEERING SHEET : 3 OF 4 4 HUTCH COURT DRAWN BY: MPS DIX HILLS, NY 11746 NICET LEVEL IV #: SCOTT SEGAL„p. �0�kjc,0701564 CHECKED BY: George LeoutsakoS 0' 2' 49 g SEAL & SIGN#URE'/pIT H S�cp 1°P�\ PROJECT 2 PROPOSED GROUND FLOOR SPRINKLER PLAN, AS NOTED ON DWGS ,.; ;., TFP PROJECT MGR. George LeoutSokoS SCALE V4'-I'-0' 1/4 = 1 -0 n ur DRAWING NO: S P- 102 , 00 KEY NOTESIF I -- rwo" f � � � �� — — —- � �� — — � � � � �� 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). I I FIRE & LIFE SAFETY SPECIALISTS __....... ....._. , �— �__.. .....__;a ;--- 111 Crossway Park Drive West DN °N °" D" DN DN Woodbury, N.Y. 11797 i FDNYLic#: 191W Nassau FM Lic#:2006PEK01240 k 1 NYS Lic#: 1200 MFSPC Lic#:10480295210 Ph. (866) 806-6881 Suffolk FM Lic#: 123 i A New Jersey Lic#:P00849 I � I I _ €....._...... _.......... ------- --- DN i DN __._. ..._....._.-........ ...... ......._._.._...». -....... - ,.. - CS \ I �� -- — _-- _ -- ---- --- OPEN TO BELOW I I '' OPEN TO BELOW I � I I k I � j D1EXISTING MEZZANINE SPRINKLER PLAN 'SCALE V C- -9 I I KEY NOTES X 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). ! I � -�:._..mom: . ......_....-..�I � _ ........... ........ _ _ .. v .............. qq i .......... ............... ......_....... ..........-�l v' ,___..__.,_.._.._ „_..,.„_.__.....„.......�..... ......_.._... .................::.: ................. ............�`, .......... ......._...... ............... ........ \ •3 ...... ............... ................ .........J X E DN DN DN: DNI i DN DNI 60' i(��n5 " o �C � BB ....... I i ��° �\\ ..._..--_--..-----•k-- "'� \j\� s � \ STORAGE ® OFFICE ACE I D j i OFFICE ACE I B B: I I ;. i � ._. _..._ ___- �•- _ �,�.._...____....�...._.__..w � SCOPE OF WORK i 0c, _ 05-31-2024 AS BUILT 2 DN i Eye EX I CN 1. ALL EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN. 04-24-2024 REVISED PER FIRE MARSHALL 04-17-2024 SUBMITTED FOR APPROVAL L__.____.. _.... __........ _.....__........___........._.__.....__... _...._...._. _............. _..........._ _...._ ! �.._- I 2. ANY EXISTING SPRINKLERS NOT ADDRESSED WILL REMAIN. —�__.-._....__._ t_. } o —I-- -- -- -- �- - - --- : ! DATE DESCRIPTION REVISION 3. PROPOSED WORK WILL NOT EXCEED DESIGNED & DRAFTED BY: C CURRENT FLOW CALCULATIONS. .. . TOILET �""I-� ...�, � ' -- �"" � I �•-- '„ MPS ENGINEERING ROOMI _ --" �"~ - 4. ANY SPRINKLERS THAT HAVE PAINT, CORROSION, OR ARE PAST FIRE SPRINKLER CONTRACTOR: I I _ THEIR USABLE LIFE SPAN SHALL BE REPLACED WITH A NEW PLUMBWELL SERVICES LLC ila OPEN TO BELOW ? I ~ 'f OPEN TO BELOW SPRINKLER HEAD 243 SOUTH STREET OYSTER BAY, NY 11771 _.___ _____ ____. ____. ____ � _-.._ 'I ��,. ..�--j ��-- �... �..._�'�``~--•�_�.�.. ROBERT WISSING (844)758-6293 LIC#:MP-57860 PROJECT NAME & ADDRESS: I E f w THE FIRST NATIONAL BANK OF LONG ISLAND _...�......_._. .._._..._... ...._.._.�...._._.._........_.........._.._...... ..__..._..._.....�...____�...___._.__._...__. �._ __......._._..—.._..... �. ... ..�� .._______._ �_..._._.....�..._........�_......__.._._...—...__..._._......_._...._..�.... INTERIOR ALTERATION _�_._.._.._..-...._____._. � 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 DRAWING TITLE; MEZZANINE FIRE SPRINKLER PLANS PE: M/P/S ENGINEERING SHEET : 4 OF 4 4 HUTCH COURT DRAWN BY: MPS DIX HILLS, NY 11746 NICET LEVEL IV : SCOTT SEGAL f LIC 70564 CHECKED BY: #0 George Leoutsakos 0 $ SEAL &�SIGNATURE H S�' �'� PROJECT : 2 PROPOSED MEZZANINE SPRINKLER PLAN 2' 4 SCALE: AS NOTED ON DWGS SCALE: V4' 1/4 = 1'-0" r1. a L i TFP PROJECT MGR. George LeoUtSakoS ` _ j DRAWING NO: SP- 1 0 KEY PLAN: - -- THESE DRAWINGS ARE PREPARED TO COMPLY WITH THE RULES AND • t REGULATIONS OF THE BUILDING CODE OF THE STATE OF NEW YORK. Q a THE PROVISIONS OF THESE CODES SHALL NOT BE DEEMED TO NULLIFY • ¢ ANY PROVISIONS OF LOCAL CODES, STATE OR FEDERAL REGULATIONS. g MODIFICATIONS TO THESE DRAWINGS WITHOUT THE CONSENT OF THE ARCHITECT WHO SEALS THESE DRAWINGS IS IN VIOLATION OF THE LAW. AREA OF • I 4 IF ANY PORTION OF THESE DRAWINGS ARE MODIFIED, THE MODIFICATION WORK - '' f SHALL BE NOTED AND THE SEAL OF THE ARCHITECT MODIFYING THIS L•_ _• PORTION OF WORK, SHALL BE PLACED NEXT TO THE MODIFICATION. Y t AREA OF WORK } ,a CONTRACTOR'S OBLIGATIONS AND RESPONSIBILITIES: 1. CONTRACTOR(S)AND THEIR RESPECTIVE SUBCONTRACTORS AND CONSULTANTS SHALL BE RESPONSIBLE FOR ARRANGING AND SCHEDULING ALL REQUIRED VILLAGE, TOWN, CITY, COUNTY AND STATE INSPECTIONS AND OBTAINING ALL APPROVALS/ SIGN OFFS AND SUBMIT THESE DOCUMENTS TO THE ARCHITECT/ENGINEER OF MAIN RD FIR0T RECORD. CONSULTANTS: 2. CONTRACTOR SHALL CONSULT AND COORDINATE WITH THE INTERIOR ALTERATION MUNICIPALITY'S BUILDING DEPARTMENT AS WELL AS THE COUNTY AND STATE AGENCIES FOR THE REQUIRED INSPECTIONS. C E U 5334,r-5 MAIN ROAD- UNIT #111- 1 4 , JAN � ' SOUTHOLD , NEWYORK 11971 '� " PLOT PLANS N.T.S GENERAL NOTES ABBREVIATIONS ARCHITECTURAL DRAWING LIST 1. ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR A/C AIR CONDITIONING HDR HEADER SYMBOLS ARCHITECTURAL: CONSTRUCTION AND THE REQUIREMENTS OF ALL APPROPRIATE PUBLIC AUTHORITY, REGULATORY AGENCIES, AND/OR LANDLORD. AC ACOUSTICAL HDW HARDWARE 2. THE CONTRACTOR.SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND ORDERS OF ANY ACC ACCESS HM HEIGHT T-001.00 TITLE SHEET PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS. ACT ACOUSTICAL TILE HP HIGH POINT EXISTING A-101.00 FIRST FLOOR REMOVAL PLAN & CEILING REMOVAL PLAN 3. THE CONTRACTOR, SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS, APPROVALS, CONTROLLED INSPECTIONS, ADD ADDENDUM HT HOLLOW METAL TO REMAIN A-102.00 MEZZANINE AND LOWER LEVEL REMOVAL PLAN AS WELL AS THEIR ASSOCIATED FEES, FOR ALL TRADES, EXCEPT WHERE SPECIFIED AND AGREED UPON ELSEWHERE. ADJ ADJACENT HTG HEATING - - - = EXISTING A-103.00 FIRST FLOOR CONSTRUCTION PLAN & PARTITION TYPES 4. THE CONTRACTOR. SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING MANAGEMENT FOR ELEVATORS OR OTHER HOISTING AFF ABOVE FINISH FLOOR HVAC HEATING VENTILATION - - - A-104.00 MEZZANINE AND LOWER LEVEL CONSTRUCTION PLAN FACILITIES FOR HANDLING MATERIALS AND REMOVAL OF DEMOLITION DEBRIS. ALT ALTERNATE &AIR CONDITIONING TO BE REMOVED A-105.00 FIRST FLOOR REFLECTED CEILING PLAN COMMENTS: 5. THE CONTRACTOR. SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS THEREON AND TO DETERMINE THE EXTENT OF ALUM ALUMINUM IG ISOLATED GROUND PROPOSED GYP. BD. A-106.00 MEZZANINE AND LOWER LEVEL REFLECTED CEILING PLAN DATE DESCRIPTION ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. ARCH ARCHITECT (URAL) IN INCH PARTITION A-107.00 FIRST FLOOR TELE/ELECTRIC PLAN 6. THE CONTRACTOR,SHALL MAINTAIN ONE COPY OF THE LATEST CONTRACT DOCUMENTS INCLUDING ALL CHANGES AT THE JOBSITE AWP ACCOUSTICAL WALL PANEL INSUL INSULATION (D) (ION) A-108.00 MEZZANINE AND LOWER LEVEL TELE/ELECTRIC PLAN 10/2/23 ISSUED FOR REV AND APPROVAL FOR THE USE OF THE ARCHITECT. BD BOARD JC JANITOR'S CLOSET PROPOSED LOW HEIGHT A-109.00 FIRST FLOOR FINISH PLAN 10/4/23 ISSUED FOR BID 7. THE CONTRACTOR: SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF ALL HIS/HER EMPLOYEES AND ALL BLDG BUILDING LAM LAMINATE (D) GYP. BD. PARTITION A-110.00 MEZZANINE AND LOWER LEVEL FINISH PLAN 10/27/23 ISSUED FOR FILING SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, AND ALL OTHER PERSONS PERFORMING ANY OF THE WORK FOR THE BLK BLOCK LAV LAVATORY A-201.00 EXTERIOR ELEVATION & EXTERIOR ATM DETAILS CONTRACTOR. BO BOTTOM OF ILL LIVELOAD EXISTING DOOR TO A-401.00 TOILET DETAILS 8. THE CONTRACTOR: SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE PROPERTY, BRG BEARING LP LOW POINT REMAIN A-402.00 INTERIOR ELEVATIONS & FIREPLACE DETAILS AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. BSMT BASEMENT MAX MAXIMUM _ A-403.00 MILLWORK DETAILS 1 9. DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUSED MATERIAL, RUBBISH, AND CAB CABINET MECH MECHANICAL o� EXISTING DOOR &CB CATCH BASIN MFR (D) MANUFACTURE A-404.00 MILLWORK DETAILS II / DEBRIS FROM THE PROPERTY AND BROOM CLEAN DAILY. THE SITE AND PREMISES SHALL BE KEPT REASONABLY CLEAN, NEAT AND (R) (D) FRAME TO BE A-501.00 STAIRS DETAIL MASONRY OPENING ORDERLY TO THE ;SATISFACTION OF THE OWNER. REMOVED CCTV CLOSED CIRCUIT T.V. MIN MINIMUM A-601.00 DOOR SCHEDULE 10. THE CONTRACTOR: SHALL CONTROL CLEANING OPERATIONS TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE AND M CEM CEMENT MOO METAL REVISIONS : C CARPET INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. MECHANICAL: 11. ALL SLAB DRILLING AND CUTTING SHALL BE DONE AFTER NORMAL BUSINESS HOURS OR AS DIRECTED IN WRITING BY THE OWNER. CI CAST IRON N NORTH PROPOSED DOOR & FRAME M-001.00 LEGEND, ABBREVIATIONS, CODE COMPLIANCE & NOTES REV. DATE DESCRIPTION 12. RELOCATION AND/OR INTERRUPTION OF ANY BUILDING UTILITIES INCLUDING, BUT NOT LIMITED TO STEAM, CONDENSATE LINES, CL CLOSET NIC NOT IN CONTRACT M-001.00 MECHANICAL ENERGY CODE COMPLIANCE ELECTRICAL, PLUMBING, TELECOMMUNICATIONS, ETC., MUST BE COORDINATED WITH BUILDING MANAGEMENT AND BE CLG CEILING NO NUMBER M-101.00 CELLAR AND MEZZANINE DEMOLITION PLANS PERFORMED AFTER NORMAL BUSINESS HOURS, OR AS DIRECTED BY THE OWNER. CLR CLEAR (ANCE) NOM NOMINAL O PARTITION TYPE M-102.00 GROUND FLOOR DEMOLITION PLAN 13. THE CONTRACTOR: C.J. CONTROL JOINT NTS NOT TO SCALE SHALL PROVIDE ALL SLAB OPENINGS TO COMPLETE THE GENERAL CONSTRUCTION, HVAC, PLUMBING, CONCRETE MASONRY UNIT OA OVERALL M-103.00 MEZZANINE & CELLAR HVAC PLANS CMU SPRINKLER, ELECTRICAL AND ANY OTHER WORK REQUIRED BY THE CONTRACT DOCUMENTS. CMU COUNTER OC ON CENTER ??� DOOR NUMBER M-104.00 GROUND FLOOR HVAC PLAN 14. THE CONTRACTOR. SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL REPORT ANY COL COLUMN OH OVERHEAD M-501.00 DETAILS, SCHEDULES AND SEQUENCE OF OPERATIONS DISCREPANCIES AND/OR CONDITIONS WHICH WOULD INTERFERE WITH THE COMPLETION OF THE WORK TO THE ARCHITECT. CONC CONCRETE OPNG OPENING M-601.00 SPECIFICATIONS & DIAGRAM COMMENCEMENT OF THE WORK SHALL SIGNIFY ACCEPTANCE OF ANY AND ALL JOBSITE CONDITIONS. CONST CONSTRUCTION OPP OPPOSITE ?? WINDOW NUMBER 15. THE CONTRACTOR, SHALL SUBMIT CUTS AND SAMPLES OF FINISHES FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING, CORR CORRIDOR P PAINT PLUMBING: FABRICATION, OR COMMENCEMENT OF THE WORK. CR CHAIR RAIL PL PLASTIC LAMINATE P-001.00 LEGEND, ABBREVIATIONS & NOTES 16. WHEN "APPROVED EQUAL," "EQUAL TO", OR WHERE OTHER QUALIFYING TERMS ARE USED, SUBSTITUTIONS SHALL BE BASED CT CERAMIC TILE PTN PARTITION KEYNOTE DEMO DEMOLITION P-101.00 CELLAR & GROUND FLOOR DEMOLITION AND PLUMBING PLANS SOLELY UPON THE. REVIEW AND APPROVAL OF THE ARCHITECT. THE BURDEN OF PROOF THAT A PRODUCT OR SYSTEM MEETS OR DET DETAIL PVC POLYVINYL CHLORIDE P-501.00 DETAILS & DIAGRAMS CLIENT INFORMATION: EXCEEDS THAT WHICH WAS SPECIFIED LIES ENTIRELY ON THE CONTRACTOR. P-601.00 SCHEDULES, NOTES & CODE COMPLIANCE DEPT DEPARTMENT R RISER ??? ROOM NAME o ° 17. THE CONTRACTOR.SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMISSION TO THE DF DRINKING FOUNTAIN RAID RADIUS 0 ROOM NUMBER ( ARCHITECT FOR HIS REVIEW, AND PRIOR TO THE COMMENCEMENT OF THE WORK. SUBMITTAL SHALL BE IN THE FORM OF ONE (1) RD ROOF DRAIN FIRE SPRINKLER DIA DIAMETER REF DETAILS & NOTES '' REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP), THREE (3) B&W PRINTS OF EACH DRAWING. SUBMIT FIVE (5) COPIES OF REF REFERENCE O WORKSTATION NUMBER SP-001.00 LEGEND, ABBREVIATIONS, , ALL CUTS. DIAG DIAGONAL REFG REFRIGERATOR SP-101.00 CELLAR FIRE SPRINKLER PLANS Bank LI'" DIM DIMENSION SP-102.00 GROUND FLOOR FIRE SPRINKLER PLANS 18. ANNOTATIONS ON ANY PLAN, ELEVATION, SECTION, OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATIONS, SECTIONS, AND DIV DIVISION REINF REINFORCED < ANGLE DETAILS. DL DEAD LOAD RES RESILIENT SP-103.00 MEZZANINE FIRE SPRINKLER PLANS THE FIRST NATIONAL BANK OF LONG ISLAND 19. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. RFG ROOFING DN DOWN � DIAMETER INTERIOR ALTERATION 20. ALL DIMENSIONS ARE SHOWN TO FINISH SURFACES UNLESS OTHERWISE NOTED. DP DAMPPROOFING RFM RECESSED FLOOR MAT ELECTRICAL: FIRST NATIONAL BANK OF LONG ISLAND 21. LARGE SCALE DRAWINGS (I.E. SECTIONS, DETAILS, ETC.)TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. SPECIFICATIONS DR DOOR RM ROOM # E-001.00 LEGEND, ABBREVIATIONS & NOTES 53345 MAIN ROAD, UNIT#11-1 TAKE PRECEDENCE OVER DRAWINGS. DWG DRAWING RO ROUGH OPENING XX POUNDS E-101.00 CELLAR& MEZZANINE DEMOLITION PLANS SOUTHOLD, NY 11971 22. ALL FIRE RATED AND SOUND ATTENUATING PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE, EXCEPT IF DWR DRAWER RT RUBBER TREAD E-102.00 FIRST FLOOR DEMOLITION PLAN NOTED OTHERWISE. E EAST S SOUTH # NUMBER E-103.00 CELLAR & MEZZANINE ELECTRICAL PLANS 23. WHERE A NEW PARTITION ALIGNS WITH AN EXISTING INTERIOR COLUMN ENCLOSURE THE OUTER LAYER OF GYPSUM BOARD SHALL EA EACH SD STORM DRAIN CENTER LINE E-104.00 FIRST FLOOR LIGHTING & POWER PLANS BY-PASS AND BE LAMINATED TO THE EXISTING FINISH. ACCESS PANELS, ELECTRICAL DEVICES, ETC., SHALL BE RESET AS E.J. EXPANSION JOINT SECT SECTION E-601.00 SCHEDULES & DETAILS_ JRS ARCHITECT' P. C. REQUIRED. ELEC ELECTRIC (AL) SF SQUARE FOOT I PLATE E-602.00 SPECIFICATIONS 24. ALL NEW PARTITIONS SHALL MATCH EXISTING ADJACENT PARTITIONS IN REGARD TO CONSTRUCTION, MATERIAL RATING, AND ELEV ELEVATION SIM SIMILAR @ AT E-603.00 ELECTRICAL ENERGY CODE COMPLIANCE 181 East Jericho Turnpike, Mineola, NY 11501-2032 FINISH, UNLESS 01-HERWISE NOTED. EMERG EMERGENCY SPEC SPECIFICATION Tel:516-294-1666 Fax:51&294-1669 25. WHERE EXISTING WALLS, FLOORS, CEILINGS, ETC., ARE REMOVED, PATCH TO MATCH EXISTING FINISHES, TEXTURE, AND COLOR IN ENCL ENCLOSE (ENCLOSURE) SPR SPRINKLER Princeton, NJ EQ EQUAL SIP STARTING POINT ELEVATION NUMBER Tel:609-688-9100 Fax:609-689-9060 ADJACENT AREA. ?? 26. WHERE MECHANICAL, ELECTRICAL OR PLUMBING DEVICES ARE REMOVED OR INSTALLED IN EXISTING PARTITIONS, THE EW EACH WAY SQ SQUARE �? ? CONTRACTOR SHALL FRAME AND PATCH TO MATCH ALL EXISTING ADJACENT MATERIALS, FINISHES AND FIRE RATINGS. EWC ELECTRIC WATER COOLER ST STONE DRAWING SHEET 27. WHERE DUCTS, ELECTRICAL CONDUIT OR PLUMBING PIPING PASS THROUGH FLOORS, WALLS, OR CEILINGS; CLOSE OFF SPACE EXH EXHAUST THESE DRAWINGS ARE INSTRUMENTS AR SERVICE AND STD STANDARD BETWEEN THE PIPE/DUCT AND THE CONSTRUCTION WITH NONCOMBUSTIBLE INSULATION AND PROVIDE SNUG FIT METAL STL STEEL AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. EXIST I STOR STORAGE �� SECTION LETTER ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ESCUTCHEON CAPS ON BOTH SIDES AND CAULK. EXT EXTERIOR ARE PROHIBITED. 28. ALL OUTLETS AND SWITCH PLATES ARE TO BE BUILDING STANDARD, UNLESS OTHERWISE NOTED. FD FLOOR DRAIN SUSP SUSPENDED ?? DRAWING SHEET FDN FOUNDATION T TREAD 29. THE CONTRACTOR, SHALL PROVIDE WALL AND CEILING ACCESS PANELS AS REQUIRED BY THE MECHANICAL, ELECTRICAL AND TEL (E) TELEPHONE DRAWING TITLE: PLUMBING WORK AS DIRECTED BY THE ARCHITECT. FE FIRE EXTINGUISHER ?? DETAIL NUMBER FF FINISHED FLOOR THK THICK (NESS) �� ? TITLE SHEET 30. THE CONTRACTOR, SHALL REPAIR, CLEAN OR REPLACE AS REQUIRED ALL EXISTING ACCESS PANELS TO REMAIN WITHIN THE FIN FINISH (ED) TO TOP OF DRAWING SHEET CONTRACT LIMITS AS DIRECTED BY THE ARCHITECT. FIXT FIXTURE TS TRANSITION STRIP 31. ALL DRAWINGS AND NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED FOR BY ALL. FLF FLOOR FINISH U.S. UNDERSIDE OgL LEVEL 32. IN THE EVENT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, THE ARCHITECT OF RECORD SHALL FLR FLOOR (ING) VCT VINYL COMPOSITION TILE ELEVATION DRAWN BY: AP DATE: 7/12/23 DECIDE WHICH DRAWING SHALL RULE CONSTRUCTION AND/OR SCOPE OF WORK. VDT VIDEO DISPLAY TERMINAL 33. SHOULD ANY OF THE PARTITIONS TO BE REMOVED BE FOUND TO BE LOAD BEARING, NOTIFY THE ARCHITECT IMMEDIATELY OF THE FP FIREPROOF VIF VERIFY IN FIELD CHECKED BY: BWE SCALE: AS NOTED CONDITIONS PRIOR TO PERFORMING ANY WORK. FPSC FIREPROOF SELF-CLOSING WC WALL COVERING A.F.F. CEILING HEIGHT ABOVE 34. THESE DOCUMENTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. THE DETERMINATION FT FEET W WEST FINISHED FLOOR FTG FOOTING FILE NAME: OF THE PRESENCE:, AND/OR REMOVAL OF THESE MATERIALS IS THE RESPONSIBILITY OF OTHERS. GA GAGE GAUGE W/ WITH START POINT � 22083.00-T001-TS.DWG 35. PROVIDE A MINIMUM OF FOUR (4), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', 'B'AND 'C' TYPE FIRES, TO BE LOCATED AT THE G.B. GYPSUM BOARD WB WALL BASE t A�cy` ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN WORKING ORDER ON THE FLOORS WHEN CONTRACT WCL WATER CLOSET ``� r� GC GENERAL CONTRACT (OR) � �+ WORK IS IN PROGRESS. GFI GROUND FAULT INTERRUPT WD WOOD O COLUMN NUMBER �•� ,r JRS NUMBER: WM WIREMESH 22083.00 36. GENERAL CONTRACTOR TO OBTAIN A DEMOLITION PERMIT OR CONSTRUCTION PERMIT PRIOR TO THE COMMENCEMENT OF WORK. GL GLASS, GLAZING A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE BUILDING MANAGER, OWNER TENANT AND THE ARCHITECT PRIOR TO GR GROUT W/O WITHOUT THE COMMENCEMENT OF WORK. GYP GYPSUM WP WATERPROOFING 4 �� SHEET NUMBER: WWM WELDED WIRE MESH arroEw � HC HOLLOW CORE T-001 .00 REMOVAL LEGEND KEY PLAN: EXISTING TO BE REMOVED - - -- - - ® - - ® - - - - - -� - - EXISTING TO REMAIN � - • • - - EXISTING DOOR & FRAME TO BE REMOVED I EXISTING DOOR TO REMAIN - I REMOVAL NOTES: . -. - .- � . 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND - NIC 3 LEGENDS. AREA OF WORK F I 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR 4 7.6 9 ADDITIONAL INFORMATION. 3. PROVIDE AND MAINTAIN CARPET MATS IN FRONT OF ALL BASE IHr NIC NIC 7.4 BUILDING DOORWAYS USED BY CONSTRUCTION WORKERS FOR 7.4 ACCESS, SUCH AS EXIT STAIR DOORWAYS AND THE LIKE. CARPET MATS SHALL BE LARGE ENOUGH TO PREVENT THE HAULING/SPREADING OF DIRT THROUGH THE BASE BUILDING 7.1 © PREMISES AND ELEVATOR CABS. CONSULTANTS: �2 4. PROTECT EXISTING PERIMETER WINDOWS, WINDOW TRIM, FASCIAS 3 AND SOFFITS UNLESS OTHERWISE NOTED. 5. PROVIDE A MINIMUM OF TWO (2), 25 LB FIRE EXTINGUISHERS 1 - - - - - - - APPROVED FOR'A', 'B' AND 'C' TYPE FIRES, TO BE LOCATED AT THE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN WORKING ORDER ON THE FLOORS WHEN CONTRACT 7.3 7.3 WORK IS IN PROGRESS. 7.6 6. PROTECT EXISTING PUBLIC CORRIDORS, ELEVATOR DOORS, 5 ELEVATOR INDICATORS, AND CALL BUTTONS. PROTECT EXISTING ® ® ® DOORS TO REMAIN, DOORS TO STAIRWELLS, CORE AREAS, TOILETS, 7.1 /� \ I JANITOR CLOSETS, TELEPHONE/ELECTRIC CLOSETS AND FREIGHT NIC / \ LOBBY. O 7.2 UPS �\ 7. EXCEPT AS NOTED OTHERWISE, DEMOLISH AND REMOVE ALL 11 EXISTING TENANT CONSTRUCTION WORK, INCLUDING BUT NOT I ) LIMITED TO THE FOLLOWING: 7'-10�4"+/- A. REMOVE ALL PARTITIONS AND COMPONENTS. LINE OF % B. REMOVE EXISTING CEILINGS IN AREAS OF NEW / CONSTRUCTION. WHERE POSSIBLE, SAVE EXISTING CEILING /� MEZZANINE ABOVE. © SUPPORTS FOR USE WITH NEW CEILING LAYOUT. COORDINATE U 7.2 � REMOVALS WITH NEW LAYOUT. _ - C. GENERAL CONTRACTOR TO REMOVE ALL DOORS AND FRAMES 7.1 Al AND RETURN TO OWNER IF REQUESTED. ® \ ❑2 7,1 D. REMOVE FLOORING AS NOTED, PREPARE SUB-FLOOR TO RECEIVE NEW FINISHES. - - 7.4 E. REMOVE ALL OUTLETS, EQUIPMENT AND FIXTURES UNLESS COMMENTS: NOTED TO REMAIN. CAP ALL WIRES AND PULL BACK TO DN 7 5 SOURCE. DATE DESCRIPTION F. REMOVE EXISTING FIRE ALARM PULL STATION AND/ OR FIRE 10/2/23 ISSUED FOR REV AND APPROVAL ALARM STROBE, OR DETECTORS, PATCH AT PARTITIONS TO a © 0 © ® REMAIN. SAVE FOR REUSE AND RELOCATION. 10/4/23 ISSUED FOR BID \ G. REMOVE ALL WALL BASE, WALL COVERING, AND WALL 10/27/23 ISSUED FOR FILING MOLDINGS. PREP ALL WALLS TO REMAIN FOR NEW FINISHES. H. REMOVE ALL LIGHT FIXTURES IN PROJECT AREA. I. REMOVE EXISTING SECURITY DEVICES. PATCH PARTITIONS TO REMAIN. J. REMOVE ALL SUPPLY AND RETURN DIFFUSERS AND GRILLES AS NOTED ON ENGINEERING DRAWINGS. COORDINATE ® ® ® ® ® ® ® ® RELOCATIONS WITH ENGINEER'S DRAWINGS. - - - - - - - - - 8. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC REVISIONS : CORRIDORS AND LOBBIES AFTER A MAJOR DEMOLITION OPERATION BEFORE COMMENCEMENT OF THE NEXT NORMAL WORKING DAY. REV. DATE DESCRIPTION FIRST FLOOR REMOVAL PLAN 9. COORDINATE WITH OWNER/TENANT ON TELEPHONE SYSTEM 1 12/29/23 REV PER BD - STAIR REMOVAL AND RELOCATION. SCALE: 1/4" = V-0" 10. DEMOLITION AND REMOVAL OPERATIONS SHALL NOT UNDERMINE THE STRUCTURAL INTEGRITY OF THE BUILDING. 11. DEMOLITION SHALL BE DONE IN A NEAT WORKMAN LIKE MANNER, WITHIN THE LIMITS INDICATED ON THE DRAWINGS, AND IN ALL CASES, 7 TO THE EXTENT NEEDED TO PRODUCE THE INTENDED WORK. 11 12. DO NOT MIX RUBBISH WITH THAT OF THE BUILDING OCCUPANTS. ALL KEYNOTES : 1#1REFERS TO KEYNOTE TYP. REMOVALS SHALL BE COORDINATED WITH BUILDING MANAGER. 1. EXISTING PARTITION TO BE REMOVED IN ITS ENTIRETY. Li 13. ABIDE BY THE STANDARD RULES AND REGULATIONS SET FORTH BY THE BUILDING MANAGEMENT. G.C. SHALL NOTIFY OWNER A /OR 2. EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED IN ITS ND BUILDING MANAGEMENT OF NEED FOR ANY INTERRUPTIONS IN CLIENT INFORMATION: ENTIRETY AND RETURN TO OWNER IF REQUESTED.3. EXISTING MILLWORK TO BE REMOVED IN ITS ENTIRETY. UTILITY SERVICE. NOTIFY OWNER AT LEAST 72 HOURS IN ADVANCE. �" .�..,.�• _ 4. EXISTING PARTITION TO REMAIN. PATCH/ REPAIR AS REQUIRED AND 14. INSPECT, TEST AND DISCONNECT UTILITY SERVICE AND MAIN . �. PREPARE TO RECEIVE NEW FINISHES. SOURCE OR MAIN BRANCH WITHOUT DISRUPTING UTILITY SERVICE ` � - Q- 5 FOR OTHER BUILDING TENANTS AND UTILITY SERVICES TO REMAIN . EXISTING DOOR TO REMAIN. PATCH/ REPAIR AS REQUIRED AND PREPARE TO RECEIVE NEW FINISHES. FOR THESE TENANTS. SECURELY CAP AND/OR VALVEOFF UTILITY Bank LI' 6. EXISTING GLAZING TO REMAIN, PROTECT DURING CONSTRUCTION. 11 SERVICE BEHIND FINISHED SURFACES OF INTENDED CONSTRUCTION 7. EXISTING FLOORING /FLOORING REMOVAL SCOPE: TYP. PRIOR TO DEMOLITION OPERATIONS. UTILITY SERVICES SHALL BE THE FIRST NATIONAL BANK OF LONG ISLAND 7.1. EXISTING WOOD FLOORING TO REMAIN. PROVIDE ADD-ALTERNATE D1 TYP. DENIED AS PLUMBING, ELECTRICAL, CHILLED WATER, CONDENSER INTERIOR ALTERATION PRICE TO SAND AND STAIN EXISTING WOOD FLOORING ON FIRST Y7fl 7 _V WATER, GAS, AND STEAM PIPING. EXISTING ELECTRIC FEEDS TO FIRST NATIONAL BANK OF LONG ISLAND FLOOR ONLY. EXISTING LIGHTS TO BE REUSED WHEREVER POSSIBLE. ALL BUILDING 53345 MAIN ROAD, UNIT#11-1 7.2. EXISTING CERAMIC TILE TO REMAIN AND ALIGN WITH NEW WALLS / SERVICES, LIGHT, POWER, HVAC, CORE TOILETS, ETC. MUST BE SOUTHOLD, NY 11971 TELLER COUNTER. COORDINATE WITH FINAL LAYOUT. PROTECTED AND REMAIN "LIVE"WITHIN PUBLIC SPACES AND 7.3. EXISTING CERAMIC TILE TO BE REMOVED BEHIND NEW WALL AND -7 - OCCUPIED AREAS. UNDER NEW TELLER COUNTER. PROVIDE NEW SUBSTRATE/ 1<11 15. DO NOT REMOVE THE FIRE PROTECTION COVERING FROM PLYWOOD AT TILE REMOVAL TO ALIGN WITH ADJACENT FLOOR 11 12 STRUCTURAL STEEL FRAMING WITHOUT CONSULTING WITH OWNER ' .JRS ARCHITECT, P. C. AND PREPARE TO RECEIVE NEW FINISHES. \ \ AND ARCHITECT. PATCH ALL FIREPROOFING MATERIAL TO MATCH 7.4. EXISTING CARPET TO BE REMOVED. PREPARE TO RECEIVE NEW UP TYP. UP` EXISTING RATING. 181 East Jericho Turnpike, Mineola, NY 11501-2032 FINISHES. IUD \ Tel:516-2941666 Fax:516-294-1669 7.5. EXISTING WALK-OFF CARPET INLAY TO BE REMOVED. PREPARE TO =I � 1 � , ) Princeton, NJ f Tel:609-688-9100 Fax:609-688-9060 RECEIVE NEW CARPET. _ 7.6. EXISTING FLOORING TO REMAIN (AREA OUT OF SCOPE/ NO / THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND Al 8. EXISTING STAIR TO REMOVED IN ITS ENTIRETY. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. F O A E AIR OPENING TO ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS CREATE OPENING FOR NEW STAIR TO LOWER LEVEL. - _ ARE PROHIBITED. 10. REMOVE EXISTING PARTITION AND RE-FRAME AS REQUIRED TO CREATE NEW DOOR OPENING. p p - '7 7 DRAWING TITLE: 11. REMOVE ALL EXISTING TRACK LIGHTING AND HEADS, PREPARE FOR -NEW. 11 11 FIRST FLOOR REMOVAL PLAN 12. ALL WALL SCONCES TO BE REMOVED. REMOVE ELECTRIC BACK TO - - TYP. 12 12 TYP. & CEILING REMOVAL PLAN SOURCE AND PATCH EXISTING PARTITION. DN TYP. TYP. DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED FILE NAME: 22083.00-A101-DP.DWG FIRST FLOOR CEILING REMOVAL PLAN y,J °, gP JRS NUMBER: 22083.00 SCALE: 1/4" = V-0" U ' .." SHEET NUMBER: KEY PLAN: REMOVAL LEGEND EXISTING TO BE REMOVED _ EXISTING TO REMAIN EXISTING DOOR & FRAME TO BE REMOVED f I EXISTING DOOR TO REMAIN _ _ _ • NIC 11 0 REMOVAL NOTES. AREA OF WORK NIC 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND 8 LEGENDS. 8 TYP. 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR TYP. ADDITIONAL INFORMATION. 8 TYP. 3. REFER TO A-101 FOR ADDITIONAL REMOVAL NOTES. UP KEYNOTES . lil REFERS TO KEYNOTE 1. EXISTING WALL TO BE REMOVED IN ITS ENTIRETY. CONSULTANTS: 2. EXISTING DOOR, FRAME AND HARDWARE TO BE REMOVED IN ITS ENTIRETY. ❑5 3. EXISTING MILLWORK TO BE REMOVED IN ITS ENTIRETY. UP O 1 O ❑5 4. EXISTING WALL TO REMAIN. PATCH/ REPAIR AS REQUIRED AND PREPARE TO RECEIVE NEW FINISHES. NIC 5. EXISTING DOOR TO REMAIN. PATCH/ REPAIR AS REQUIRED AND PREPARE TO RECEIVE NEW FINISHES. 6. EXISTING GLAZING TO REMAIN. 7. EXISTING STOREFRONT GLASS AND DOOR TO REMAIN AND PROTECTED O O DURING ALL PHASES OF CONSTRUCTION. NIC 8. EXISTING FLOORING TO REMAIN. 9. EXISTING PARTITIONS TO REMAIN. PROTECT DURING REMOVAL. 10. EXISTING STAIR TO REMAIN. PROTECT DURING ALL PHASES OF 8 CONSTRUCTION. TYP. 11. REMOVE FLOOR AND FINISHES IN ORDER TO PREPARE FOR STAIRS. CK, AND PAINT. 13. EXISTING STAIR TO BE REMOVED IN ITS ENTIRETY. 14. EXISTING LOW WALL AND TRIM TO BE REMOVED AND PATCHED AS REQUIRED. ❑ ❑ ° A` COMMENTS: DATE DESCRIPTION LOWER LEVEL REMOVAL PLAN 10/2/23 ISSUED FOR REV AND APPROVAL SCALE: 1/4" = V-0" 10/4/23 ISSUED FOR BID — — — — — — — — — — — — — — — — 10/27/23 ISSUED FOR FILING REVISIONS : - - - - - - - - - - - - - - -I - - - - - - - - - REV. DATE DESCRIPTION 1 12/29/23 REV PER BD - STAIR 8 CLIENT INFORMATION: TYP. lr 2 12 TYP. �. . NIC \ TYP. I g . 5 I ❑ I I Bank LI- THE FIRST NATIONAL BANK OF LONG ISLAND DN INTERIOR ALTERATION ® ® ® ® FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 oo 8 O 14 DN TYP. I ' I JRS ARCHITECT, P. C. L — 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-689-9100 Fax:609-688-9060 = OPEN TO BELOW NI I 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: I MEZZANINE AND LOWER LEVEL REMOVAL PLAN DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED FILE NAME: 22083.00-A101-DP.DWG MEZZANINE REMOVAL PLAN JRS "UMBER: 22083.00 SCALE: 1/4" = V-0" SHEET NUMBER: " ` .. A-102.00 KEY PLAN: CONSTRUCTION LEGEND PROPOSED GYPSUM BOARD PARTITION ® ® ® ® ® ® ® ® ® EXISTING PARTITION TO REMAIN — — — PROPOSED LOW HEIGHT GYPSUM BOARD PARTITION . PROPOSED BRICK PARTITION PROPOSED CONCRETE MASONRY UNIT PARTITION I ' ® PROPOSED DOOR — — — \ I \ AREA OF WORK S® DN 1 " J9 \ 2 15'-10' 11'-6y2" EXISTING DOOR TO REMAIN �' 1 PROPOSED GLAZING WORK RO0 i� u EXISTING GLAZING TO REMAIN 109 5 0 1 TYP. 110 r MEETING Z 106 ROOM CONSTRUCTION NOTES: � � � ® � CONSULTANTS: � _ TELLER 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND a 107 \ BREAK OM AREA ® \ LEGENDS. ' 1 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR 7- 0 2 °' g1T I _p11 5-0 I 10-5 5 ADDITIONAL INFORMATION. 01 NIC TYP. 3. WHERE NEW CONSTRUCTION ALIGNS WITH EXISTING o � 3 0 - CONSTRUCTION, ALIGN STUD TRACK WITH EXISTING FINISHED SURFACE AND APPLY A CONTINUOUS NEW LAYER OF GYPSUM TOILET ROOM �\ \ BOARD OVER FACE OF EXISTING CONSTRUCTION. THIS NOTE DOES 1 7 1 p NOT APPLY TO BUILDING CORE PARTITIONS. ® ® I4. EXISTING DOORS AND FRAMES TO REMAIN SHALL BE SANDED T 772� 102 R- Tr �� SMOOTH FILLED WITH APPROPRIATE FILLER WHERE REQUIRED, � 2 it II : II II II II 1 TELLER II II III II II II RE-SANDED SMOOTH AND PRIMED FOR PAINTING. REMOVE ALL 1 QUEUE ® M EXISTING SIGNAGE PRIOR TO PREPARATION AND PAINTING OF IL I� II �I-II — DOORS. SAVE SIGNAGE FOR RE-USE. -40 — 5. CONTRACTOR SHALL NOTIFY ARCHITECT UPON COMPLETION OF PARTITION LAYOUT CHALK LINES. NO STUDS OR TRACK SHALL BE 108 (�= INSTALLED WITHOUT THE APPROVAL OF THE ARCHITECT. ATM ROOM 5 10 — — — 6. AS PART OF THIS CONTRACT, GENERAL CONTRACTOR SHALL BE 08 - TYP — RESPONSIBLE TO OPEN AND CLOSE ALL EXISTING CONSTRUCTION — WITHIN AND OUTSIDE OF THE IMMEDIATE PROJECT SCOPE WHERE PLATFORM REQUIRED IN ORDER TO COMPLETE THE SPECIFIED WORK. THIS UP 37'-2y2"+/- AREA — — SHALL INCLUDE BUT NOT BE LIMITED TO ELECTRICAL CIRCUITING — --I— I AND ROUGING, PLUMBING LINES, SPRINKLER LINE, HVAC DUCTWORK ® Itz _ _ AND CONTROLS, ETC. 4 17R @ 6.7" I - I 7. ALL BUILDING PARTITIONS THAT ABUT A EXTERIOR PERIMETER COMMENTS: 16T @ 11" BUILDING MULLION SHALL TERMINATE WITH A"J" BEAD. DO NOT DN - ATTACH, TAPE, AND SPACKLE GYPSUM BOARD PARTITION TO DATE DESCRIPTION UPI I PERIMETER MULLIONS. 10/2/23 ISSUED FOR REV AND APPROVAL 8. ALL PARTITIONS THAT ABUT THE BUILDING CORE WALLS SHALL BE 101 ® TERMINATED WITH A FULL RUBBER GASKET. DO NOT SECURE STUD 10/4/23 ISSUED FOR BID - FOR GYPSUM BOARD TO CORE WALLS. 10/27/23 ISSUED FOR FILING 9. BOTTOM TRACK OF ALL PARTITIONS TO BE CAULKED TO SLAB FOR SOUND RATING. 110. CONTRACTOR SHALL FIRE STOP DUCT, PIPE, AND ALL SLAB 1 PENETRATIONS, FLOOR AND CEILING, NEW AND EXISTING WITH -201 APPROVED MATERIAL TO PROVIDE 2 HOUR FIRE RATING. SEE ENGINEERING DRAWINGS FOR LOCATIONS OF NEW PENETRATIONS. ® ® ® ® ® ® ® ® 11. CONTRACTOR SHALL FIRE STOP ALL WALL PENETRATION THROUGH j CORE WALLS AND SHAFTS, NEW AND EXISTING WITH APPROVED REVISIONS : MATERIAL TO PROVIDE 2 HOUR FIRE RATING. SEE ENGINEERS DRAWINGS FOR LOCATIONS OF NEW PENETRATIONS REV. DATE DESCRIPTION FIRST FLOOR CONSTRUCTION PLAN 12. PROVIDE PROPER BLOCKING IN STUD WALLS WHERE FIXTURES, 1 12/29/23 REV PER BD - STAIR DEVICES, OR EQUIPMENT ARE TO BE MOUNTED, ALL WOOD BLOCKING SCALE: 1/4" = 1'-0" TO BE FIRE RESISTANT TREATED. COORDINATE WITH ARCHITECT, AND COMPLY WITH ADA LAW. 13. VERIFY ALL DIMENSIONS, BOTH HORIZONTAL AND VERTICAL, PRIOR LINE OF STRUCTURE ABOVE LINE OF STRUCTURE TO CONSTRUCTION IN ALL AREAS OF PROJECT. NOTIFY ARCHITECT IF ABOVE V_ - __z ANY DISCREPANCIES SHOULD OCCUR. 20 GA. GALV. STL. 1" HIGH RUNNER. 20 GA. GALV. STL. 1" HIGH RUNNER. 14. ALL DOOR JAMBS TO BE 6" UNLESS OTHERWISE NOTED. w ANCHOR @ 16" O.C. ANCHOR @ 16" O.C. 15. ALL TOILET ROOMS WITH EXISTING CERAMIC TILE TO REMAIN SHALL 0 3"THERMAFIBER S.A.F.B. LINE OF EXISTING BE ACID WASHED AND RE-GROUTED. SEE FINISH PLAN FOR w (SOUND ATTENTUATING FIBER BLANKET) STRUCTURE ADDITIONAL INFORMATION. 16. PREPARE CONVECTOR ENCLOSURES BY FILING DENTS WITH CLIENT INFORMATION: U M.E.A. #207-82-M BATT INSULATION FOR 31�11 APPROPRIATE FILLER, SANDED SMOOTH AND PRIMED REMOVABLE 3 5/"20 GA. GALV. STL. FULL CAVITY THICKNESS � e SECTIONS OF CONVECTOR ENCLOSURES SHALL BE PAINTED _ STUDS AT 16" O.C. 3%" 20 GA. GALV. STL. SEPARATELY FROM FIXED SECTION TO ALLOW COVERS TO BE ` ` ; w (1) LAYER OF %" TYPE "X" GYPSUM STUDS AT 16" O.C. w REMOVED WITHOUT DAMAGE TO PAINT FINISH. ' ' . •< �� Ln " _ WALLBOARD EACH SIDE ATTACHED TO Bank LI"' z STUDS AND RUNNERS WITH 1" LONG TYPE SITUDS AND RUNNERS WITH D1" LONG TYPE ATTACHED D KEYNOTES: ❑# REFERS TO KEYNOTE S SELF TAPPING STEEL SCREWS SPACED "S" SELF TAPPING STEEL SCREWS SPACED 8" 1. REFER TO A-401 FOR TOILET ROOM DETAILS. THE FIRST NATIONAL BANK OF LONG ISLAND 8" O.C. ALONG EDGES AND 1'-0" O.C. IN THE O.C. ALONG EDGES AND V-0" O.C. IN THE 2. REFER TO A-403 FOR TELLER MILLWORK DETAILS. INTERIOR ALTERATION FIELD. JOINTS TO BE ORIENTED VERTICAL FIRST NATIONAL BANK OF LONG ISLAND FIELD. JOINTS TO BE ORIENTED VERTICAL 3. REFER TO A-404 FOR WORK ROOM AND PANTRY MILLWORK DETAILS. 0 AND STAGGERED ON OPPOSITE SIDES. 53345 MAIN ROAD, UNIT#11-1 I- AND STAGGERED ON OPPOSITE SIDES. 4. CHECK DESK TO BE PROVIDED BY BANK. EXISTING TOP TO BE REPLACED SOUTHOLD, NY 11971 Of 3 5/"20 GA. GALV. STL. TO MATCH TELLER COUNTER TOP. REFER TO A-402 FOR CHECK DESK � STUDS AT 16" O.C. 3%" 20 GA. GALV. STL. MILLWORK DETAILS. STUDS AT 16" O.C.LINE OF SUB FLOOR 5. EXISTING FLOOR SLAB TO BE CLEAN AND CLEARED OF ALL ADHESIVE B.S.A. # LINE OF SUB FLOOR AND MATERIALS AND PREPARE FLOOR TO RECEIVE NEW FINISHES. �J R S ARCHITECT, P. C. 6. GC TO PROVIDE BLOCKING AS REQUIRED FOR MILLWORK. COORDINATE U.L. DESIGN GN ## U41419 ALL BLOCKING REQUIREMENTS PRIOR TO CLOSING UP OF WALLS. 181 East Jericho Turnpike, Mineola, NY 11501-2032 PARTITION TYPE 1A: 7. PROPOSED ATM AND SURROUND INSTALLED THROUGH PROPOSED Tel:516-294-1666 Fax:516-294-1669 PROVIDE 6" 20 GA. STUDS AT 16" O.C. EXTERIOR WALL. PROVIDE SMOKE SEAL AROUND ATM ENCLOSURE FOR Princeton, NJ TIGHT SEAL. COORDINATE OPENING W/FINAL OWNER. PROVIDE HEADER Tel:609-688-9100 Fax:609-688-9060 PARTITION TYPE PARTITION TYPE AS REQUIRED. 8. WALL BASE, SHEETROCK, AND PAINT TO MATCH EXISTING WALL. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. Al 10. NEW STAIRCASE FROM MEZZANINE TO FIRST FLOOR. TO COMPLY WITH ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS NYS BC SECTIONS: ARE PROHIBITED. 10.1. 1011 - STAIRWAY 10.2. 1014 - HANDRAILS 10.3. 1015 - GUARDS DRAWING TITLE: FIRST FLOOR CONSTRUCTION PLAN DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED � FILE NAME: D 22083.00-A103-FP.DWG 4. JRS NUMBER: 22083.00 V, }' SHEET NUMBER: A-103.00 KEY PLAN: CONSTRUCTION LEGEND PROPOSED GYPSUM BOARD PARTITION �-- — — EXISTING PARTITION TO REMAIN — — — PROPOSED LOW HEIGHT GYPSUM BOARD PARTITION PROPOSED BRICK PARTITION I �' ' � ' PROPOSED CONCRETE MASONRY UNIT PARTITION 'I HWH ELECTRIC METER EP 8 UP I PROPOSED DOOR — J ROOM MECHANICAL � �I � — — 003 9 . N I ROOM ® — — STORAGE STORAGE AREA OF WORK ST® ® ® EXISTING DOOR TO REMAIN 001 STORAGE PROPOSED GLAZING 002 1 EXISTING GLAZING TO REMAIN UP CORRIDOR CONSTRUCTION NOTES. CONSULTANTS: 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND LEGENDS. HVAC 002 004 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR JANITOR'S UP ADDITIONAL INFORMATION. CLOSET EQUIPMENT 3. REEFER TO A-103FOR ADDITIONAL CONSTRUCTION NOTES. ENTM KEYNOTES. E REFERS TO KEYNOTE 1. REFER TO A-401 FOR TOILET ROOM DETAILS. 2. REFER TO A-403 FOR TELLER COUNTER AND WORK ROOM MILLWORK P O O DETAILS. PANTRY 3. REFER TO A-403 FOR BREAK ROOM MILLWORK DETAILS. STORAGE 4. EXISTING FLOOR SLAB TO BE CLEAN AND CLEARED OF ALL ADHESIVE ® AND MATERIALS AND PREPARE FLOOR TO RECEIVE NEW FINISHES. 005 5. GC TO PROVIDE BLOCKING AS REQUIRED FOR MILLWORK. COORDINATE ALL BLOCKING REQUIREMENTS PRIOR TO CLOSING UP OF WALLS. ATM SUPPORTS 6. GC TO PROVIDE BLOCKING AS REQUIRED FOR WALL MOUNTED TV. COORDINATE ALL BLOCKING REQUIREMENTS PRIOR TO CLOSING UP OF STAIRS WALLS. 7. PATCH PARTITION, WALL BASE, SHEETROCK, AND PAINT TO MATCH O 0 a EXISTING WALL. 8. PROVIDE WALL FURRING AT EXTERIOR WALL AND NEW 5/8" SHEETROCK ON BOTH SIDES OF NEW STAIR WALL, TYPICAL. SEE A501 FOR STAIR DETAILS. ABOVE, TYPICAL. SEE A-501 FOR ADDITIONAL INFORMATION. COMMENTS: 10. NEW STAIRCASE FROM MEZZANINE TO FIRST FLOOR. TO COMPLY WITH DATE DESCRIPTION NYS BC SECTIONS: LOWER LEVEL REMOVAL PLAN 10.1. 1011 - STAIRWAY 10/2/23 ISSUED FOR REV AND APPROVAL 10.2. 1014 - HANDRAILS 10/4/23 ISSUED FOR BID - SCALE: 1/4" = 1'-0" 10.3. 1015 - GUARDS 10/27/23 ISSUED FOR FILING I I I REVISIONS : REV. DATE DESCRIPTION - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I 1 12/29/23 REV PER BD - STAIR I I I I I I I I I I I 5 STORAGE I CLIENT INFORMATION: I 7 TYP. OFFICE ACE TYP. 202 OFFICE 0SPACE 201 I � Bank LI'" NIC THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION DN FIRST NATIONAL BANK OF LONG ISLAND I ® 203 I OILET 53345 MAIN OM DN I I l o SOUTHOLD,NY 11971 #11-1 I ® 0 7R@6.7" I 16T@11" I I - IW j JRS ARCHITECT P. C. _ _ 181 East Jericho Turnpike, Mineola, NY 11501-2032 EXISTING LOW WALL 10 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND I — _ AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ' - — — ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. OPEN TO BELOW J- I DRAWING TITLE: MEZZANINE AND LOWER LEVEL CONSTRUCTION PLAN 1 DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED FILE NAME: 22083.00-A103-FP.DWG JRS NUMBER: MEZZANINE CONSTRUCTION PLAN 22083.00 x SCALE: 1/4" = V-0" 5 r SHEET NUMBER: 024A ' A-104.00 KEY PLAN: CEILING LEGEND ® ® ® ® ® ® ® ® ® ILIGHT FIXTURE — — — — LIGHT FIXTURE I HVAC DIFFUSER IX O DOWNLIGHT 16'-0" 12'-0" AREA OF WORK EMERGENCY LIGHT � B 7B 713 VB 713 VB =B1 EXIT SIGN B B NIC D D EXIT SIGN W/ EMERGENCY LIGHTING 3 /—ITYP. I LIGHT FIXTURE B 13 B CONSULTANTS: TRACK LIGHTING HEAD W/TRACK 7'-0" 8'-0" 4'-0" 8'-0" 8'-0" WALL SCONCE B VB VB B VB 713 B NIC j CEILING FAN B B B B ® - ® CEILING NOTES: 3 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND TYP. 20'-0" LEGENDS. 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR B B 3 B ADDITIONAL INFORMATION. ® X 3. ALL CEILINGS ARE TYPE "A" UNLESS OTHERWISE NOTED. B B LINE OF MEZZANINE 4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT THE LIGHT STRUCTURE. MOUNT LINE OF FIXTURE TRIM SPECIFIED IS COMPATIBLE WITH CEILING GRID/CEILING OPEN TO TRACKING LIGHTING TO MEZZANINE ABOVE T3P TILE/CEILING CONSTRUCTION SPECIFIED. ROOF BACK SIDE OF BEAMS. 5. COORDINATE AND FIELD VERIFY ALL CEILING STARTING POINTS WITH ARCHITECT. NIC 7-0„ 36-0„ 6. MULTIPLE ADJACENT SWITCHES SHALL BE MOUNTED IN A SINGLE UP B N7B I I K7B V13 B VB VB 713 VB MULTI-GANG BOX AND BE COVERED WITH A SINGLE CONTINUOUS FACEPLATE. WHERE AN ADDITIONAL SWITCH IS ADDED TO AN EXISTING SWITCH LOCATION, REMOVE EXISTING SWITCHES AND OPENTO ROOF LINE OF BEAM ABOVE PROVIDE A NEW SINGLE FACEPLATE. COMMENTS: DN AT ROOF LINE 7. "AREA OF NEW CEILING" IS NOTED SCHEMATICALLY ONLY AND DOES DATE DESCRIPTION NOT CONSTITUTE THE LIMITS FOR SCOPE OF WORK. CONTRACTOR �X TO VERIFY SCOPE OF REMOVALS AND NEW CONSTRUCTION TO 10/2/23 ISSUED FOR REV AND APPROVAL ® DETERMINE LIMITS OF NEW CEILING CONSTRUCTION. 10/4/23 ISSUED FOR BID 8. COORDINATE LOCATIONS OF NEW EXIT SIGNS AS SHOWN ON 10/27/23 ISSUED FOR FILING ENGINEERING DRAWINGS. 9. CONTRACTOR TO VERIFY SCOPE OF REMOVALS AND NEW CONSTRUCTION TO DETERMINE LIMITS OF NEW CEILING CONSTRUCTION. 10. PROVIDE ALL NECESSARY HANGERS & CLIPS FOR PROPER LIGHT FIXTURE INSTALLATION. ® ® ® ® ® ® ® ® I11. FOR LIGHT SWITCHES AND EXHAUST FAN CONTROLS SEE ENGINEERING DRAWINGS. COLOR AS SPECIFIED BY ARCHITECT. REVISIONS : — — — — — —1 12. FOR DIMMER SWITCHES SEE ENGINEERS DRAWINGS. WHERE ADJACENT TO SINGLE POLE SWITCHES, SWITCHES WILL BE IN A REV. DATE DESCRIPTION CONTINUOUS FACEPLATE. FIRST FLOOR REFLECTED CEILING PLAN 13. PATCH EXISTING CEILINGS AT AREA OF NEW CONSTRUCTION AND ALONG ACCESSIBLE ROUTE FOR ALL TRADES, INCLUDING BUT NOT SCALE: 1/4" = 1'-0" LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING, AND COMMUNICATION, TRADES. 14. ALL CEILING REGISTERS TO BE CENTERED IN CEILING TILE UNLESS OTHERWISE NOTED. COORDINATE WITH ENGINEERING DRAWINGS. 15. ALL SPRINKLER HEADS TO BE CENTERED IN CEILING TILE COORDINATE WITH SPRINKLER DRAWINGS. 16. AREAS INDICATED WITHOUT LAYOUT SHALL BE EXISTING TO REMAIN. 17. ALL CUT PANELS TO HAVE EDGES PAINTED. CLIENT INFORMATION: KEYNOTES: REFERS TO KEYNOTE 7 ., 1. CEILING ARE OPEN TO MEZZANINE STRUCTURE ABOVE, TYPICAL. 2. REFER TO ENGINEERING DRAWINGS FOR DIFFUSER LOCATIONS AND \':C5. _ `L t. ' ADDITIONAL INFORMATION. Bank LI" 3. EXISTING BEAMS TO REMAIN. THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 LIGHTING & CEILING SCHEDULE SOUTHOLD, NY 11971 SYMBOL / DIM. ZONE SIZE MANUFACTURER MODEL REMARKS T JRS ARCHITECT, P. C. 2 X 2 ARMSTRONG 1774- DUNE -ANGLED TEGULAR ACOUSTICAL CEILING TILE 1H 24 x 24 x 5/8 IN 181 East Jericho Turnpike, Mineola, NY 11501-2032 GRID 15/16" Tel:516-294-1666 Fax:516-294-1669 GYPSUM BOARD Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 VARIES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. a 2' X 2' LITHONIA LED FLAT PANEL ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS EPANL-2X2-3400LM-80CRI-35K-MIN 10 ARE PROHIBITED. A DRAWING TITLE: HALO L815 STATIS MEDIUM PROVIDE NEW HALO TRACK pB �B VARIES COOPER LIGHTING L-815MED-WF-935-MB IN LOCATIONS AND MINIMUM FIRST FLOOR REFLECTED LENGTHS AS PER PLAN CEILING PLAN LED SURFACE MOUNT 8' LITHONIA LINEAR SURFACE MOUNT TO JOISTS IN BASEMENT DRAWN BY: AP DATE: 7/12/23 C CSS LED STRIP LIGHT REPLACE EXISTING CHECKED BY: BWE SCALE: AS NOTED CSS-L96-AL04-MVOLT-SWW3-80CRI FLUORESCENT FIXTURES r_ ;r�, FILE NAME: LITHONIA EMERGENCY WALL PACK WALL MOUNTED \c�"�� `D Ap�'ha 22083.00-A105-CP.DWG O ELM4L ,�r_,PHE l �, , � el �� JRS NUMBER: ATLITE MARATHON SERIES OR APPROVED EQUAL �=® '. REFER TO ENGINEERING DRAWINGS AC SELF POWERED ' 22083.00 COOPER LIGHTING EDGELIT EXIT SIGN SHEET NUMBER: KEY PLAN: CEILING LEGEND LIGHT FIXTURE — — — r— I LIGHT FIXTURE ® X 2 I STAIRWAY LIGHTING FROM ABOVE HVAC DIFFUSER NIC NIC L - — O DOWNLIGHT NIC A q q � AREA OF WORK EMERGENCY LIGHT C EXIT SIGN UP o SPRINKLER HEAD C FIRE STROBE CEILING OPEN CONSULTANTS: A A TO FLOOR �j JOISTS ABOVE EXISTING LIGHT UP O O NIC EXISTING LIGHT O EXISTING PENDANT LIGHT CEILING OPEN TO 0 EXISTING PENDANT LIGHT O O FLOOR JOISTS ABOVE NIC EXISTING LIGHT C C C C D EXISTING FAN LIGHT NIC O O CEILING NOTES: 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND LEGENDS. 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. A` 3. SEE A-105 FOR ADDITIONAL CEILING NOTES AND LEGENDS. COMMENTS: 11 DATE DESCRIPTION LOWER LEVEL REMOVAL PLAN 10/2/23 ISSUED FOR REV AND APPROVAL KEYNOTES: #� REFERS TO KEYNOTE 10/4/23 ISSUED FOR BID SCALE: 1/4" = 1'-0" 1. REFER TO ENGINEERING DRAWINGS FOR DIFFUSER LOCATIONS AND ADDITIONAL INFORMATION. 10/27/23 ISSUED FOR FILING 2. LINE OF �AFE ABOVE. TEMPORARILY REMOVE EXISTING CEILING FOR NEW STEEL SUPPORT INSTALLATION FOR SAFE ABOVE. REINSTALL CEILING FTER INSTALL. REVISIONS: REV. DATE DESCRIPTION I I I I I I I i I I B B nB n13 nB I I I MEZZANIN CEILING EX CLIENT INFORMATION: OPEN To ROOF NIC I Bank LI" I THE FIRST NATIONAL BANK OF LONG ISLAND DN INTERIOR ALTERATION I ® FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 I I SOUTHOLD, NY 11971 I I EX EX z TE JRS ARCHITECT P. C. — — , — 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ ` Tel:609-688-9100 Fax:6OM88-9060 — I / I�— — — THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND NI I — — _ — I AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. — OPEN TO ROOF _ — ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS -- — i SEE FIRST FLOOR ARE PROHIBITED. PLAN FOR LIGHTING _ IN THIS AREA. — — — DRAWING TITLE: I ` MEZZANINE AND LOWER LEVEL REFLECTED CEILING PLAN DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED '"rD FILE NAME:� At-'a '" 22083.00-A105-CP.DWG MEZZANINE REFLECTED CEILING PLAN rr � , JRS NUMBER: 1� Id ,,!u re� � 22083.00 SCALE: 1/4" = V-0" 1 ;; SHEET NUMBER: A-106.0 0 KEY PLAN: POWER COMMUNICATIONS LEGEND ® ® ® ® ® ® ® ® ® PROPOSED DUPLEX RECEPTACLE OUTLET PROPOSED DEDICATED DUPLEX RECEPTACLE OUTLET qP PROPOSED QUADRUPLEX RECEPTACLE OUTLET I PROPOSED DEDICATED QUADRUPLEX RECEPTACLE OUTLET Q PROPOSED FLOOR DUPLEX RECEPTACLE OUTLET PROPOSED SINGLE RECEPTACLE OUTLET ® ®❑ PROPOSED FLOOR QUADRUPLEX RECEPTACLE OUTLET 4„ FRFIP� 1 - — F 5 " 50" EX EX 0 PROPOSED FLOOR SPECIAL RECEPTACLE OUTLET AFF AFF AREA OF WORK S® -DN - - - - � PROPOSED FLOOR RECEPTACLE OUTLET � NIC 12 ❑J PROPOSED JUNCTION BOX NIC WORK ROO V PROPOSED DATA OUTLET ® ° Q PROPOSED TELEPHONE OUTLET MEETING I S[ PROPOSED TELE/DATA OUTLET 7TVD ROOM EX ® PROPOSED FLOOR DATA OUTLET CONSULTANTS: NIC 14 2 53 6 TELLER 14 2 5 3 6 EX ® PROPOSED FLOOR TELEPHONE OUTLET BREAK OM AREA DEDICATED QUAD OUTLET FOR EQUIP 4 ® PROPOSED FLOOR TELE/DATA OUTLET 5 g 5 NIC POWER & COMMUNICATION NOTES: _ 1. REFER TO TITLE SHEET(S)FOR ADDITIONAL INFORMATION AND TOILET ROOM CFI Gf�GFt- LEGENDS. ® � EX 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR n -� r- =1f-z ® ADDITIONAL INFORMATION GFI " II II II II II II 3. CONTRACTOR SHALL COORDINATE THIS PLAN WITH ENGINEER'S ELECTRICAL PLANS AND SHALL NOTIFY THE ARCHITECT OF ALL TELLER II II II II II II DISCREPANCIES. O 2 QUEUE II II II II II II 102 I L_� .iL. _,L_�I_ice _ _ _ � 4. ADJACENT RECEPTACLES SHALL BE GANGED IN A SINGLE MULTI-GANG ® - II BOX AND COVERED BY A SINGLE PLATE I� - - - 5. ALL EXISTING RECEPTACLES AND OUTLETS NOT INDICATED IN ARE OF AT ROOM 1 1 (�_ - WORK SHALL REMAIN. 08 TYP 11 2 - - - 6. GENERAL CONTRACTOR SHALL COORDINATE WITH FINAL FURNITURE 4 PLAN. _ _ 7. MAINTAIN EXISTING BUILDING CORE OUTLETS IN PUBLIC CORRIDORS, PLATFORM CORE TOILETS, FREIGHT LOBBY AND BUILDING CORE SERVICES. NIC n A® - - CIRCUIT TO REVISED LOCATIONS AT PANELS WHEN REQUIRED. 8. CONTRACTOR SHALL PAINT OUT ALL FURNITURE ON SLAB FOR ® LOCATIONS OF ALL FLOOR OUTLETS AND ELECTRICAL BACK BOXES IN 1 2 3Cl) PARTITIONS. CONTRACTOR SHALL PAINT THE LOCATIONS OF ALL FLOOR 4 5 � I COMMENTS: DN EX 12 CORES AND BACK BOXES FOR APPROVAL BY THE ARCHITECT AND a \ 1 12 CLIENT PRIOR TO ROUGHING AND CORING. DATE DESCRIPTION 10 E UPI I 9. ALL OUTLETS, SWITCHES, COVER PLATES ETC. TO MATCH BUILDING 10/2/23 ISSUED FOR REV AND APPROVAL E ® I10. MOUNT OUIX TLETS HORIZONTALLY 4" ABOVE COUNTER. 10/4/23 ISSUED FOR BID EX EX 111. MOUNT ALL G.F.I. OUTLETS HORIZONTALLY 4" ABOVE COUNTER. 10/27/23 ISSUED FOR FILING 12. REFER TO CLIENT TELECOMMUNICATION REPRESENTATIVE FOR ADDITIONAL INFORMATION ON CABLE SPECIFICATION, TERMINATIONS AND LAYOUT OF EQUIPMENT. Al 13. MOUNT ALL OUTLETS @ T-3"A.F.F. UNLESS OTHERWISE NOTED. 14. COORDINATE ALL EQUIPMENT LOCATIONS WITH POWER REQUIREMENTS/LOCATIONS. ® ® ® ® ® ® ® ® 15. ALL ELECTRICAL WORK TO BE PERFORMED BY A NEW YORK STATE - - - — — — - - — — J LICENSED ELECTRICIAN. REVISIONS : REFERS TO KEYNOTE REV. DATE DESCRIPTION KEYNOTES : a FIRST FLOOR TELE / ELECTRIC PLAN 1. FINAL POWER/DATA LOCATIONS TO BE VERIFIED IN FIELD WITH 1 12/29/23 REV PER BD - STAIR FURNITURE VENDOR/ OWNER. SCALE: 1/4" = V-0" 2. PROVIDE POWER AS REQUIRED FOR ELECTRIC FIREPLACE. 3. PROVIDE POWER AND DATA AS REQUIRED FOR ATM. COORDINATE REQUIREMENTS WITH ATM SPECIFICATIONS. 4. FLOOR BOX FOR ELECTRICAL/DATA-COMM WIRING. TABLE SHALL HAVE EQUIPMENT SCHEDULE GROMMETS FOR WIRING FEEDS TO FLOOR. FURNITURE REP TO MARK-OUT LOCATION OF FLOOR BOX BASED ON FURNITURE PURCHASED. TAG # ITEM MANUFACTURER MANUFACTURER DESCRIPTION COMMENTS 5. OUTLETS TO BE MOUNTED WITHIN TELLER TURRET. REFER TO TELLER NUMBER DETAILS FOR ADDITIONAL INFORMATION. MOUNT AT 48" A. F. F. FEED CLIENT INFORMATION: O PC PC BRACKET BELOW POWER TO MILLWORK MOUNTED RECEPTACLES FROM ADJACENT WORKSURFACE PARTITION. O MONITOR MONITOR POLE AND BRACKET ( IN O3 ON WORKSURFACE F\'�- F; �° a� ID SCANNER ID SCANNER Bank LI'" O PIN PAD PIN PAD ON WORKSURFACE OTHE FIRST NATIONAL BANK OF LONG ISLAND 5 SCANNER ON WORKSURFACE INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND O PRINTER DP9 ON WORKSURFACE 53345 MAIN ROAD, UNIT#11-1 COIN CASH RECYCLER ON WORKSURFACE SOUTHOLD, NY 11971 O DISPENSER Og PRINTER DEBIT CARD PRINTER ON WORKSURFACE- O IN CABINET TE JRS ARCHITECT, P. C.CASH CASH RECYCLER RECYCLER FREESTANDING 181 East Jericho Turnpike, Mineola, NY 11501-2032 ATM FREESTANDING Tel:516-294-1666 Fax:516-294-1669 10 Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 11 ITM FREESTANDING THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 12 PRINTER ON WORKSURFACE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 13 ALL-IN-ONE ON WORKSURFACE ARE PROHIBITED. 14 PRINTER MICRO PRINTER- CHECK PRINTER ON WORKSURFACE DRAWING TITLE: 15 SCANNER ON WORKSURFACE FIRST FLOOR TELE / ELECTRIC PLAN 16 TV VARIES VARIES PROVIDED & INSTALLED BY BANK WALL MOUNTED MONITOR GC TO PROVIDE BLOCKING AS REQUIRED PROVIDE BLOCKING DRAWN BY: AP DATE: 7/12/23 17 WINDOW TV PROVIDED & INSTALLED BY OTHER AND MOUNT CHECKED BY: BWE SCALE: AS NOTED FILE NAME: 22083.00-A107-TP.DWG JRS NUMBER: 22083.00 �,.. SHEET NUMBER: ,�® A-107.00 ^ . �, J KEY PLAN: POWER COMMUNICATIONS LEGEND IR PROPOSED DUPLEX RECEPTACLE OUTLET PROPOSED DEDICATED DUPLEX RECEPTACLE OUTLET PROPOSED QUADRUPLEX RECEPTACLE OUTLET P PROPOSED DEDICATED QUADRUPLEX RECEPTACLE OUTLET 0 PROPOSED FLOOR DUPLEX RECEPTACLE OUTLET - I ELECTRIC METER I UP " L— T PROPOSED SINGLE RECEPTACLE OUTLET ROOM MECHANICAL PROPOSED FLOOR QUADRUPLEX RECEPTACLE OUTLET NT ROOM ( � PROPOSED FLOOR SPECIAL RECEPTACLE OUTLET AREA OF WORK STORAG STORAGE STORAGE PROPOSED FLOOR RECEPTACLE OUTLET .� ® 12 PROPOSED JUNCTION BOX ST 002 GE PROPOSED DATA OUTLET 1 SZ PROPOSED TELEPHONE OUTLET UP CORRIDOR TYP SL PROPOSED TELE/DATA OUTLET 1 ® PROPOSED FLOOR DATA OUTLET CONSULTANTS: 112:L 7 TYP ® PROPOSED FLOOR TELEPHONE OUTLET ® PROPOSED FLOOR TELE/DATA OUTLET JANITOR'S UP 0 HVAC 0 CLOSET EQUIPMENT ® POWER & COMMUNICATION NOTES: 1. REFER TO TITLE SHEET(S)FOR ADDITIONAL INFORMATION AND LEGENDS. 2. REFER TO ENGINEERING DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION PANTRY 0 0 1 3. REFER TO A-107 FOR ADDITIONAL TELE / ELECTRIC NOTES. ® TYP ST®E .KEYNOTES : REFERS TO KEYNOTE /—ATM SUPPORTS 1. EXISTING POWER TO REMAIN UNLESS OTHERWISE NOTED. STAIRS 0 0 COMMENTS: DATE DESCRIPTION LOWER LEVEL REMOVAL PLAN 10/2/23 ISSUED FOR REV AND APPROVAL 10/4/23 ISSUED FOR BID SCALE: 1/4" = 1'-0" 10/27/23 ISSUED FOR FILING — — — — — — — — — — — — — — — — — — — — — — REVISIONS: - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - � REV. DATE DESCRIPTION - -- - - - - - - - - - - - - - - 1 12/29/23 REV PER BD - STAIR I I I Zk I I I I EX EX EX EX E I I I 14 I ST® EX CLIENT INFORMATION: I 1 I " " ` I OFFICE CE TYP OFFICE 02 PACE � � ,. It; Bank LI NIC R THE FIRST NATIONAL BANK OF LONG ISLAND I DN INTERIOR ALTERATION I ® ® ® ® FIRST NATIONAL BANK OF LONG ISLAND FF TOILET 2 53345 MAIN ROAD, UNIT#11-1 ROOM4 5 DN1 I I I I SOUTHOLD, NY 11971 I GFI � 112 Ex XqP JRS ARCHITECT, P. C. — 181 East Jericho Turnpike, Mineola, NY 11501-2032 EXISTING LOW WALL I Te1:516294-1666 Fax:5162941669 Princeton, NJ Tel:609-688.9100 Fax:609-688-9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS OPEN TO BELOW - I I ARE PROHIBITED. DRAWING TITLE: MEZZANINE AND LOWER LEVEL TELE 1 ELECTRIC PLAN Al DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED FILE NAME: pCAl\ 22083.00-A107-TP.DWG PHP JRS NUMBER: MEZZANINE THE / ELECTRIC PLAN ,. i p F ;�� `� 22083.00 SCALE: 1/4" = 1'-0" SHEET NUMBER: t. KEY PLAN: FINISH PLAN LEGEND PROPOSED GYPSUM BOARD PARTITION . ® ® ® ® ® ® ® ® ® EXISTING PARTITION TO REMAIN — — — — PROPOSED LOW HEIGHT GYPSUM BOARD PARTITION . PROPOSED BRICK PARTITION I PROPOSED CONCRETE MASONRY UNIT PARTITION 'I XX-X DENOTES FINISH ACCENT I ® - - - J . F-, STAIR XX-X r DENOTES TRANSITION STRIP — —— — —— AREA OF WORK ® DN P-1 XX-X DENOTES FINISH SYMBOL C-1 4 P-2 P-1 WORK ROO WB_X PROPOSED GLAZING P-2 FEE EXISTING LL VCT-1 WB-1 " u EXISTING GLAZING TO REMAIN WB-X P_2 MG ROOM FINISH NOTES:WB-1 C-1 TELLER 1 ® 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND CONSULTANTS: BREAK ROOM P-1 AREA LEGENDS. P-2 ® 1 2. ALL CLOSETS TO MATCH NEW ADJACENT FINISHES AND CEILING. WE-1 2 3. PATCH AND PREPARE WALLS TO RECEIVE NEW FINISHES. NIC VPC-1 4 4 WB-X 4 4. FLASH PATCH EXISTING FLOOR SLAB AS REQUIRED TO PREPARE � WB-1 FLOOR TO A SMOOTH AND LEVEL SURFACE TO RECEIVE NEW FLOORING. �- — 5. REMOVE ALL WALL COVERING FROM EXISTING PARTITIONS TOILE®OM SCHEDULED FOR NEW FINISHES. ® 6. PROVIDE AND INSTALL BLACK RUBBER REDUCER STRIPS BETWEEN O �r � —1-1F_ - - -I� ® I AREAS OF VCT AND CARPET. II II II II II II 7. AT PARTITIONS, PAINT ALL FASCIAS AND SOFFITS TO MATCH _ T LL R II II II II II II PARTITION. 0 3 QUEUE II II II II II II 8. DO NOT INSTALL WORK OF THIS SECTION UNTIL SURROUNDING WORK HAS BEEN INSTALLED TO SUCH AN EXTENT AS TO AVOID xy\ ® ® II DAMAGE TO THE FINISHED FLOORING. P-1 _ 9. ALL FINISHES ARE ISSUED FOR PRICING ONLY. SAMPLES MUST BE � - - ATM ROOM WB X 1 I SUBMITTED AND APPROVED PRIOR TO ORDERING. ® CT-X 2 10. ALL WALLS ARE TO BE PRIMED. CONTRACTOR TO DETERMINE TYPE OF PRIME DEPENDING ON SUBSTRATE. P-1 P-1 LA.F R� p-1 - - - 11. ALL DOORS AND DOOR FRAMES TO BE PAINTED P-2 UNLESS WB-1 P-2 AREA P-2 - - OTHERWISE NOTED. UP VCT-1 n WBA 1 , , WB-X _ _ 12. PRIOR TO COMMENCING WORK, TEST THE SUBSTRATE FOR ® WB-X 2 WD-X MOISTURE TO ASCERTAIN ITS ACCEPTABILITY TO RECEIVE THE - - FINISH FLOORING. REMOVE ALL DIRT, GREASE, OIL AND OTHER FOREIGN MATTER WHICH MIGHT IMPAIR THE PROPER BOND OF COMMENTS: DN C-2 UPI MATERIALS. DO ALL STRAIGHTENING, LEVELING, AND SMOOTHING AS DATE DESCRIPTION REQUIRED FOR A LEVEL FLOOR. ❑5 13. REMOVE EXISTING FLOOR FINISH TO SLAB IF MORE THAN A SINGLE 10/2/23 ISSUED FOR REV AND APPROVAL ® LAYER OF VCT PRESENTLY EXISTS. 10/4/23 ISSUED FOR BID 14. PROVIDE AND INSTALL VCT AS SPECIFIED FOLLOWING 10/27/23 ISSUED FOR FILING MANUFACTURERS SPECIFICATIONS 15. ENSURE THAT NEW VCT IS THOROUGHLY CLEANED AFTER INSTALLATION, TO BE FREE OF FILM, POWDER AND ANY/ALL RESIDUE. 16. ENSURE REQUIRED DOOR CLEARANCE WHERE NEW TILE IS BEING INSTALLED. 17. REMOVE ALL EXISTING WALL BASE IN AREA RECEIVING NEW FLOOR ® ® ® ® ® ® ® ® COVERING AND REPLACE WITH NEW AS SPECIFIED BY THE ARCHITECT. REVISIONS : J 18. INSTALL WALL BASE ONLY AFTER WALL FINISHES HAVE BEEN COMPLETED. REV. DATE DESCRIPTION 19. REPLACE DAMAGED AND/OR ADD ADDITIONAL WALL BASES AS FIRST FLOOR FINISH PLAN REQUIRED IN PROJECT AREA SCALE: 1/4" = V-0" 20. CONTRACTOR TO CLEAN ALL WINDOW BLINDS THROUGHOUT PROJECT AREA. KEYNOTES. #❑ REFERS TO KEYNOTE 1. EXISTING WOOD WALL BASE TO REMAIN, PAINT WHITE. PATCH NEW WOOD WALL BASE AT NEW WALLS AND ANY DAMAGED AREAS TO MATCH EXISTING. PAINT WHITE TO MATCH. 2. EXISTING WOOD FLOORS TO REMAIN. ADD-ALTERNATE: PROVIDE ADD-ALTERNATE PRICE TO SAND AND STAIN EXISTING FIRST FLOOR WOOD FLOORS. CLIENT INFORMATION: 3. EXISTING CERAMIC TILE TO REMAIN IN PLATFORM AREA. 4. CUT BACK CERAMIC TILE AND PATCH SUBSTRATE TO ALIGN WITH EXISTING SUBSTRATE PRIOR TO INSTALL OF NEW FLOORING. 5. NEW WALK-OFF CARPET INSET INTO EXISTING CERAMIC TILE. "°• y 'tA FINISH SCHEDULE L Bank LI"' FLAME THE FIRST NATIONAL BANK OF LONG ISLAND FIN NO. ITEM MANUF. MODEL I COLOR REMARKS SPREAD REPRESENTATIVE CONTACT INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND RATING 53345 MAIN ROAD, UNIT#11-1 C-1 CARPET TILE MOHAWK GROUP UNCHANTED / RESOLVE II /BT416 /955 IRIDESCENT/24"X24" / GENERAL CARPET CLASS 1 SARAH FRASCELLA, 646- 943-4463, sarah-Frascella@mohowkind.com SOUTHOLD, NY 11971 VERTICAL ASHLAR INSTALL - C-2 WALK OFF CARPET TILE MILLIKEN OBEX ROLL/ CUTZ/ FIZZ/ FZX5-27 / GREY WALK OFF TILE CLASS 1 FORREST HASKINS, 917-612-8710 forrest.haskins@milliken.com VCT-1 VINYL COMPOSTION TILE ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE 51908 PEWTER/ CLASS 2 JRS ARCHITECT P. C. MONOLITHIC INSTALL 181 East Jericho Turnpike, Mineola, NY 11501-2032 CT-1 CERAMIC TILE CANCOS TILE WOODLINE/NAVAJO/ DOMNADU624 / NAVAJO DUST/6" X 24" / GENERAL CERAMIC TILE N/A JOSEPH BIANCO; 631-499-7801 X 115; JBIANCO@CANCOS.COM Tel:516-294-1666 Fax:516-294-1669 COLOR GREY/WITH STAGGERED WOOD FLOOR INSTALL Princeton, NJ WOODLINE /NAVAJO/ DOMNADU624 / NAVAJO DUST/ CUT TO 4" h Te1:609-688-9100 Fax:609-688-9060 CWB-1 4" CERAMIC TILE BASE CANCOS TILE X 24" /COLOR GREY CERAMIC TILE BASE N/A (WHITE TO MATCH THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND VWB-1 VINYL COVE BASE TARKETT DIMENSIONAL RESILIENT WALL BASE / INFLECTION 5%4"H / PAINTED WHITE TRIM CLASS1 AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. COLOR: WHITE / MW-XX-G-50 WHITE SUBMIT SAMPLES) ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. GTA GROUT LATICRETE SPRECTALOCK/ EPDXY GROUT/ COLOR: 24 NATURAL GREY GROUT FOR CT-1 AND N/A JOSEPH BIANCO; 631-499-7801 X 115; JBIANCO@CANCOS.COM CWB-1 DRAWING TITLE: FLASH PATCH UP TO TILE TS-1 TRANSITION STRIP SCHULTER SCHIENE FOR CERAMIC TILE TO CARPET TRANSITION TO PROVIDE AN EVEN N/A FIRST FLOOR FINISH PLAN TRANSTITION TS-2 TRANSITION STRIP TARKETT SLIMLINE REDUCER STRIP COLOR TO MATCH CARPET CARPET TO VCT CLASS 2 WB-1 WOOD BASE MATCH WB-X, PAINT P-2 DRAWN BY: AP DATE: 7/12/23 WB-X EXISTING WOOD BASE PAINT P-2 CHECKED BY: BWE SCALE: AS NOTED ; ® AP FILE NAME: P-1 WALL PAINT BENJAMIN MOORE CLIFFSIDE GRAY- HC 180 ALL WALLS U.O.N. N/A PAINT TO BE PURCHASED AT ABOFF S BM /W 22083.00-A109-NP.DWG P-2 TRIM PAINT BENJAMIN MOORE ADVANCE WHITE: SEMI GLOSS ALL TRIM /DOORS ETC N/A PAINT TO BE PURCHASED AT ABOFF'S BM ' °` P-3 ACCENT PAINT BENJAMIN MOORE AFFINITY- EXHALE AF 515 ACCENT WALLS N/A PAINT TO BE PURCHASED AT ABOFF S BM JRS NUMBER: w {,.; , in 22083.00 01 SS-1 SOLID SURFACE CORIAN QUARTZ COARSE CARRARA QUARTZ TELLERS COUNTER N/A DEBORAH TAPERELL - 973-864-4780 - dtaperell@chbriggs.com PLA PLASTIC LAMINATE WILSONART BATTLESHIP 5014K-19 LENO WEAVE FINISH COUNTERTOPS N/A PATRICIA D'AURIA- 516-935-8419 -dauriap@wilsonart.com 00©� SHEET NUMBER: PL-2 PLASTIC LAMINATE WILSONART GREY PAMPAS 4168-60 CABINAETS N/A PATRICIA D'AURIA- 516-935-8419 - dauriap@wilsonart.comT OF NE1I A-1 09.00 KEY PLAN: FINISH PLAN LEGEND PROPOSED GYPSUM BOARD PARTITION — EXISTING PARTITION TO REMAIN — —. — — PROPOSED LOW HEIGHT GYPSUM BOARD PARTITION . PROPOSED BRICK PARTITION PROPOSED CONCRETE MASONRY UNIT PARTITION I ELECTRIC METER I UP XX-X DENOTES FINISH ACCENT ROOM MECHANICAL RN-1-M ROOM l� ® >��-�� "' DENOTES TRANSITION STRIP STORAGE STORAGE AREA OF WORK ST® ® ® XX-X DENOTES FINISH SYMBOL STORAGE PROPOSED GLAZING UP CORRIDOR n n EXISTING GLAZING TO REMAIN FINISH NOTES: CONSULTANTS: 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND LEGENDS. JANITOR'S UP o HVAC o 2. REFER TO A1.09 FOR ADDITIONAL FINISH NOTES. CLOSET EQUIPMENT KEYNOTES. REFERS TO KEYNOTE 1. xxxxxxxxxxxxxxx PAA®Y O O ST®E /—ATM SUPPORTS STAIRS O O ° A` COMMENTS: DATE DESCRIPTION LOWER LEVEL FINISH PLAN 10/2/23 ISSUED FOR REV AND APPROVAL SCALE: 1/4" = V-0" 10/4/23 ISSUED FOR BID — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 10/27/23 ISSUED FOR FILING REVISIONS : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REV. DATE DESCRIPTION I I I I I I I I P-1 I P-2 WB-X STORAGE CLIENT INFORMATION: P-1 P-2 P-1 WB-X P-2 OFFICE SPACE OFFICE SPACE WB-X 20 Bank LI" NIC THE FIRST NATIONAL BANK OF LONG ISLAND DN INTERIOR ALTERATION ® 1 ® ® ® I FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 TOILET I I SOUTHOLD, NY 11971 R® O DN I I I LL - - I JRS ARCHITECT P. C. _ — _ _ 181 East Jericho Turnpike, Mineola, NY 11501-2032 EXISTING LOW WALL Tel:516-294-1666 Fax:516-294-1669 Tel:609-688-9100 Princeton, NJ Fax:609-689-9060 I _ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND — — _ AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS -- OPEN TO BELOW ARE PROHIBITED. DRAWING TITLE: MEZZANINE AND LOWER LEVEL FINISH PLAN DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED ED A 'C FILE NAME: (g��;r-PH -A, 'Y p 22083.00-A109-NP.DWG .• A+' `� EJRSNUMBER:MEZZANINE FINISH PLAN 22083.00 SCALE. 1/4 - 1 -0 SHEET NUMBER: n � n A-110.00 KEY PLAN: LINE OF DOOR A-201 NEW AZEK SHEATHING AND REMOVAL TRIM ON ALL SIDES OF ATM. PAINT AS DIRECTED BY OWNER. - I 3" V-1" 3" 2'-10" 3" 1'-1" 3" L— — - - - w - AREA OF WORK IN —ILL DM iy- DOD D ° ° F1 ILI] ILL 1 e �❑ EXISTING CONSULTANTS: m DOOR I` J LL==i w Fo v M M 6'-0" VIF COORDINATE WITH MANUFACTURER'S SURROUND SIZE REQUIREMENTS AND FIELD VERIFY ALL DIMENSIONS AND ROUGH OPENINGS. EXTERIOR ELEVATION SCALE: 1/2" = V-0" CAULK AND SEAL ON ALL EXISTING LINTEL AND COMMENTS: EXTERIOR WALL SIDES AS REQUIRED. CONSTRUCTION TO REMAIN. DATE DESCRIPTION PATCH INTERIOR AS REQUIRED. 10/2/23 ISSUED FOR REV AND APPROVAL \ 5/8" GYPSUM BOARD 10/4/23 ISSUED FOR BID NEW AZEK SHEATHING AT INSIDE FACE 10/27/23 ISSUED FOR FILING AND TRIM ON ALL _ RE-FRAME ALL SIDES OF SIDES OF ATM. - OPENING WITH 6" 20 GA. r— \ \ GALV. STL. STUDS AT 16" O.C. i / T CV & INSULATION FOR FULL CAVITY THICKNESS i j COORDINATE WITH 5/8" DENS-GLASS SHEATHING'.• ��` �� MANUFACTURER'S &TYVEK HOUSE WRAP SHEET REVISIONS \ REQUIREMENTS AND FIELD VERIFY ALL REV. DATE DESCRIPTION DIMENSIONS AND ROUGH OPENINGS. C9 z �\ w O) d O CS 7750 ATM J J Q CLIENT INFORMATION: NEW AZEK SHEATHING ,. , . . , . AND TRIM ON ALL V6 L ' NEW ATM SIDES OF ATM. Bank LI CS 7750 =N THE FIRST NATIONAL BANK OF LONG ISLAND o INTERIOR ALTERATION I? N FIRST NATIONAL BANK OF LONG ISLAND N 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 INTERIOR FIN FLOOR ( JRS ARCHITECT, P. C. ! wk Ilk 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 EXISTING PAVERS Princeton, NJ 1'-8" 2'-8" % 1'-8" EXISTING FINISHED Tel:609-688-9100 Fax:609-688-9060 INFILL EXISTING WINDOW EXISTING EXTERIOR FLOOR OPENING AT TOP AND SIDES OF WALL & FOOTING THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ATM FRAMED TO MATCH AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. EXISTING BUILDING FRAMING. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS WALL. OPENING SEE ELEVATION AND SECTION. ARE PROHIBITED. LDRAWING TITLE: PROVIDE POWER AND DATA CONNECTIONS FOR 1 EXTERIOR ELEVATION AND NEW ATM MACHINE, COORDINATE WITH A, -201 VENDOR SHOP DRAWING FOR EXACT LOCATION. FIELD COORDINATE ALL ATM EXTERIOR ATM DETAIL DIMENSIONS WITH MANUFACTURER SPECIFICATIONS. DRAWN BY: AP DATE: 7/12/23 ENLARGED PLAN AT ATM SECTION AT EXTERIOR ATM CHECKED BY: BWE SCALE: AS NOTED 3 SCALE: 1" = 1'-0" i ARO� 22 83.00-A201-EXELEV.DWG SCALE: 1" = V-0" FILE NAME: i-D �PHrE °T� . JRS NUMBER: 22083.00 SHEET NUMBER: KEY PLAN: G G — — — — K L 39" -41" L;H 7'-10Y2" COAT D 6LC 3,-0„ I E HOOK L 3'-6" 1'-0" 5'-9y2„ -f \ I . 5'-0" MIN CLEAR L- ol O F/2-63, - - - � . K cfl TOILET ROOM L - F � ~ ® A AREA OF WORK - HN A � 2 o C • 345 F LO � C �r H o o \/ E I D `N M 0 o F B C CONSULTANTS: 1 „ 7'-10Y2" 7'-6Y4" 7'-10Y2" 7,-6y4„ 1'-3" 4-32 1'-6„ TOILET PLAN TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION TOILET ELEVATION SCALE: 1/2" = V-0" (:2 SCALE: 1/2" = V-0" SCALE: 1/2" = V-0" (44 SCALE: 1/2" = V-0" *5SCALE: 1/2" = V-0" DAAR ALL _M _ _STROBE 1'-0" 3'-6" AUDN _IS LIGHT MAX. MIN. PAPER J. TOWEL TOILET DISPENSER COAT PAPER SEAT & WASTE NAPKINITAMPON 3-3„ MIN HOOK 8" HAND THERMOSTAT TOWEL TISSUE RECEPTACLE VENDOR 3'-5" MAX - —E] DRYER SOAP DISPENSER DISPENSER 2,-0„ � DISPENSER 1'-0 PURSE " � PANEL MIN. _ o VIEW z_ - SHELF - HOLES SWITCH/DIMMER o 0 � o Z i COMMENTS: FIRE EXTINGUISHER ;0 o DOOR X CABINET o DATE DESCRIPTION o HANDLES z o o > U z_ Q z 10/2/23 ISSUED FOR REV AND APPROVAL U 00Z_ X X `r iv U ¢ CENTERLINE � ¢ 0 10/4/23 ISSUED FOR BID r, OUTLETS _ M m ? NOTE: OF CONTROLS \ C? `n E) 10/27/23 ISSUED FOR FILING O w cn REFER TO PLAN DETAILS FOR z C? ~ MINIMUM CLEAR FLOOR AREAS O r FOR ACCESS Q `? r-� THE ABOVE DELINEATED MOUNTING HEIGHTS ARE TYPICAL ONLY. 7" MIN. DETAILS MAY SHOW VARIATIONS FOR SPECIFIC CONDITIONS. 9" MAX. *6TYPICAL ACCESSORY MOUNTING HEIGHTS TYPICAL ADA TOILET DETAILS REVISIONS : SCALE: 112" = V-0" 7 SCALE: 1/2" = V-0" REV. DATE DESCRIPTION CLIENT INFORMATION: Bank LI" THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 JRS ARCHITECT P. C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. NOTE: GENERAL CONTRACTOR TO ENSURE THE REQUIRED BLOCKING IS IN ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS CONSTRUCTION NOTES: TOILET LEGEND PLACE FOR ALL LISTED FIXTURES AND ACCESSORIES PRIOR TO INSTALLATION ARE PROHIBITED. 1. PROVIDE CONTINUOUS ACOUSTICAL NO. DESCRIPTION MANUFACTURER MODEL NO. REMARKS DRAWING TITLE: (NON-HARDENING) CAULKING BEADS ON EACH SIDE OF THE BOTTOM STUD RUNNER AT THE A TOILET PAPER DISPENSER-CONTURA SERIES BOBRICK B-4288 SURFACE MOUNTED TOILET DETAILS THREE-WAY INTERSECTION BETWEEN THE B SANITARY NAPKIN DISPOSAL-CONTURA SERIES NOT USED NOT USED RECESS MOUNTED RUNNER, FLOOR AND DRYWALL. 2. ACOUSTICAL CAULKING TO CLOSE GAPS C FLOOR MOUNTED TOILET ADA COMPLIANT KOHLER K-3493 W/ K-4664 WHITE SEAT COVER BETWEEN SERVICE OUTLETS (ELECTRICAL, D PAPER TOWEL DISPENSERIWASTE RECEPTACLE BRADLEY MODEL 238 FULLY WALL RECESSED DRAWN BY: AP DATE: 7/12/23 TELEPHONE, DATA, ETC. ) AND DRYWALL. SOAP DISPENSER CHECKED BY: BWE SCALE: AS NOTED SERVICE OUTLETS TO BE A MINIMUM 24" APART. E BOBRICK B-2111 ADA COMPLIANT 3. IN ALL TOILET ROOMS /WET AREAS INSTALL F ADA COMPLAINT GRAB BAR BRADLEY 812 CONCEALED MOUNTING -= FILE NAME: WATER RESISTANT WALLBOARD OR 1/2" CEMENT G WALL HUNG MIRROR OVER VANITY BRADLEY 740 TILTING MIRROR- 16"X30" Crory®A, 22083.00-A401-TOILET.DWG BOARD. F 4. REFER TO ENGINEERING DRAWINGS FOR FLOOR H WALL MOUNTED LAVATORY ADA COMPLIANT KOHLER K-2035 (K-2028 & K-2057) PINOIR, WHITE/ DRAIN LOCATION & SPECIFICATION. \_,n,- ° JRS NUMBER: TOILET SEAT TISSUE DISPENSER BOBRICK B-3013 RECESS MOUNTED � mZT, 22083.00 r t.:,n 1 5. PROVIDE FLEXIBLE PVC WATERPROOFING p o- ,__,; � MEMBRANE AT TOILET ROOMS. 3 NAPKIN/TAMPON VENDOR (OPTIONAL) BOBRICK B-43500 25 RECESS MOUNTED y Yt;,;3� .� , K COAT HOOK BOBRICK B-211 MOUNT ON DOOR "- °V= SHEET NUMBER: L ADA COMPLIANT VERTICAL GRAB BAR BOBRICK B-5806-18" HIGH CONCEALED MOUNTING \°s�� A-401 .00 KEY PLAN: EXISTING CONFERENCE • P-1 P-1 ROOM DOOR, GLAZING AND I MILLWORK TO REMAIN. NEW ELECTRIC FIREPLACE: — RS-30-3021 MODERN FLAMES — REDSTONE ELECTRIC. SEE / 2/A-402 FOR DETAILS. / AREA OF WORK o / a� V-611 1'-6" \ ADA COMPLIANT y`Lft LL�u � \ TELLER STATION CONSULTANTS: 1 � `L l \ WB-1 -E WB-1 \ 1 \ El F-1 LLLLLLLL_LLl_EELELH±LLLLLLLLL LLLLL-IL LLILLLLLLLLi 3'-1" 4'-6" 21-411 31_011 1,-5" �6" 10'-5" 6" �" 10'-5" 7" NEW TELLER MILLWORK. INTERIOR ELEVATION SEE A-403 FOR DETAILS. SCALE:: 1/2" = V-0" 811 1'-1y2" 8y2' 8" 1'_1y2.' 8y2" 70, REMOVE EXISTING TOP AND REPLACE WITH SS-1 00 1 �� \ WITH BULLNOSE EDGE, 4 /2 ON 3/4" PLYWOOD COMMENTS: 00 2'-6" Sk 2'-6" DATE DESCRIPTION 5'-0" EXISTING 1/2" TEMP GLASS 10/2/23 ISSUED FOR REV AND APPROVAL 9" 3'-0" 9" 70, 7 AND DIVIDERS, TYP. 10/4/23 ISSUED FOR BID J. 10/27/23 ISSUED FOR FILING 4'-6" 6 40 NOTE: EXISITING CHECK DESK TO BE PROVIDED FROM o FNBLI NG TOP IS TO BE PLAN & CHECK DESK REPLACED RTO MATCH SAGE. THE ISTIEXISTING GLASS PLAN AT FIREPLACE 5 SCALE: 1"=1'-O" INSERTS AND SUPPORTING STRUCTURE TO BE SCALE: 1" = V-0" RE-USED. REVISIONS 1 1/2" POPLAR MANTEL SHELF, 4 12" D x 67" L, PAINT P-2 PROVIDE SHOP DRAWINGS FOR ALL MILLWORK. REV. DATE DESCRIPTION 7 8 40 WOOD CAP 2�211 8" 40 A42 5'-0" 2'-6" 21- 1�-6�� REMOVE EXISTING TOP 10" AND REPLACE WITH SS-1 SS-1 WITH BULLNOSE EDGE, Cl) o ON 3/4" PLYWOOD V-6" MILLWORK PANEL 1�2" 11 SS-1 :NJ7 1011 /2 CLIENT INFORMATION: .LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL N EXISTING 1/2" ° LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL_. STONE SURROUND ' w .*, O LL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLL o _ TEMP GLASS AND �; : L LL DIVIDERS, TYP. :LL LL _LL LL LL LL -30-3021 MODERN FLAMES RS o _LL LL LL REDSTONE ELECTRIC. REFER TO - - EXISTING WOOD Bank LI`" LL_ LL iv C° -��,°� CAP, BOTH SIDES THE FIRST NATIONAL BANK OF LONG ISLAND LL MANUFACTURERS M - LL LL SPECIFICATIONS AND PROVIDE INTERIOR ALTERATION Lt LL LL LL SHOP DRAWINGS FOR APPROVAL. =N CAI FIRST NATIONAL BANK OF LONG ISLAND LL N OPEN OPEN N EXISTING 53345 MAIN ROAD, UNIT#11-1 11 LL LL ;_L 04 N SUPPORT LEGS SOUTHOLD, NY 11971 L L LL L _� LL ,_L- L L L L a LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLL LL 4 LLLLLLLLLLLLLLLLLLLLLLLL 911 8" 5" OPEN OPEN JRS ARCHITECT, P. C. Sk 4'-6" 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-688-9100 Fax:609-688-9060 FIREPLACE ELEVATION 4 SECTION AT FIREPLACE 6 ELEVATION AT CHECK DESKS 7 MILLWORK SECTION 8 MILLWORK SECTION THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SCALE: 1" = V-0" SCALE: 1" = V-0" SCALE. 1 -1 -0 SCALE. 1 -1 -0 SCALE. 1 -1 -0 AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: INTERIOR ELEVATIONS, FIREPLACE, AND CHECK DESK DETAIL DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED -� .A Y � FILE NAME: 22083.00-A402-INTELEV.DWG JRS NUMBER: 22083.00 f SHEET NUMBER: A-402.00 KEY PLAN: 3 — — — — 40 I 10'-5" T-2Y2" TYP. 5'-2y2" TYP. � — 3/4"X 4" POPLAR WOOD BANK SLIP CUBBIES.COORD SIZE WITH BANK RAIL TYP. AREA OF WORK 16"x 16" ELECTRIC ACCESS HATCH W/ PIVET HINGE AT TOP AND BOTTOM OR OTHER APPROVED BY BANK. TURRET SS-1 TOP WITH TURRET BEYOND SS-1 TOP WITH PLYWOOD BACKING PLYWOOD BACKING CONSULTANTS: 6" 1,-0„ V-6„ 6" 11-011 V-61f SS-1 TOP WITH BULLNOSE 2 EDGE, WITH PLYWOOD - SS-1 TOP WITH BULLNOSE 40 BACKING = EDGE, WITH PLYWOOD BACKING - T PLAN AT TELLER COUNTER SCALE: 1/2" = 1'-0" WOOD RAIL WOOD RAIL 1 y2„ 1 y2.! O O O WOOD BLOCKING O 5 4 7 6 4" HARDWOOD PLYWOOD W/ 440 40 40 40 WOOD BLOCKING POPLAR VENEER, GRADE B, o PLAIN SLICED, PAINTED P-2. CV 3/4" HARDWOOD PLYWOOD W/ POPLAR VENEER, GRADE B, 16" x 16" ELECTRIC ACCESS P-1 PLAIN SLICED, PAINTED P-2 HATCH W/ PIVET NGE AT TOP AND BOTTOM IOR OTHER APPROVED BY BANK. SS-1 3/4"X 4" POPLAR COMMENTS: 3/4"X 4" POPLAR WOOD WOOD RAIL TYP. DATE DESCRIPTION RAIL TYP. 10/2/23 ISSUED FOR REV AND APPROVAL 1'-6" 1'-6" VERTICAL LEG SUPPORTS VERTICAL LEG SUPPORTS 10/4/23 ISSUED FOR BID LAMINATE TO MATCH LAMINATE TO MATCH 10/27/23 ISSUED FOR FILING FRONT PANELS FRONT PANELS A TELLER SECTION AT TELLER COUNTER SECTION AT TELLER COUNTER TELLER STATION SCALE: 1" = V-0" 5 SCALE: 1" = 1'-0" BANK SLIP CUBBIES. REVISIONS : COORD SIZE WITH BANK WB-1 TURRET BEYOND REV. DATE DESCRIPTION 3/4"X 4" POPLAR WOOD 16" x 16" ELECTRIC 10'-5" RAIL TYP. ACCESS HATCH W/ PIVET HINGE AT TOP AND BOTTOM OR OTHER ELEVATION AT FRONT TELLER COUNTER APPROVED BY BANK. SS-1 TOP WITH SCALE: 1/2" = 1'-0" TURRET PLYWOOD BACKING 6" 1'-0" 1'-6" 6" oe SS-1 TOP WITH SS-1 TOP WITH BULLNOSE 1'-0" 1'-6" SS-1 TOP WITH BULLNOSE PLYWOOD BACK114G EDGE, WITH PLYWOOD EDGE, WITH PLYWOOD BACKING f,.-:f.i BACKING - " a'•'> `'' ' CLIENT INFORMATION: 6 7 4 5 , A403 A403 A403 A403 ® ® Ff WOOD RAIL " s " ..c��. �a Bank LI'" 1 y2.f 1 y2f, WOOD RAIL WOOD BLOCKING INTERIORFIRST NATALTERATION BANK OF LONG ISLAND SS-1 1'-10�4" 1'-6" 3'-$�2" 1'-6" 1'-10�4" FIRST NATIONAL BANK OF LONG ISLAND Q O SOUTHOL53345 ID,ROAD, 71 #11-1 O O - `r 4" HARDWOOD PLYWOOD W/ -�� T o WOOD BLOCKING M POPLAR VENEER, GRADE B, WTI- A r co oo oo oo e CV PLAIN SLICED, PAINTED P-2. I JRS ARCHITECT, P. C. 4" HARDWOOD PLYWOOD W/ 16" x 16" ELECTRIC ACCESS 181 East Jericho Turnpike, Mineola, NY 11501-2032 o 516-294-1669 POPLAR VENEER, GRADE B, r- o HATCH W/ PIVET HINGE AT Tel:51s-294-1666 Fax: o PLAIN SLICED, PAINTED P-2/ TOP AND BOTTOM OR OTHER Te1:60968&9100 Princeton, NJ Fax:6096889060 REMOVABLE o REMOVABLE . APPROVED BY BANK. r i PANEL,TYP. PANEL,TYP. © o ®o , 16"X 16" . . 16"X 16" o® THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 3/4"X 4" POPLAR AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. OR 3/4"X 4" POPLAR WOOD WOOD RAIL TYP. ANY INFRINGEMENTS AREPROH BI EDTIONS BY OTHERS RAIL TYP. EQUIPMENT BY ALL OUTLET LOCATIONS TO BE OTHERS, TYPICAL VERTICAL LEG SUPPORTS VERTICAL LEG SUPPORTS DRAWING TITLE: COORDINATED IN FIELD WI LAMINATE TO MATCH LAMINATE TO MATCH MILLWORK DETAILS I CLIENT AND ELECTRICIAN,TYP. FRONT PANELS FRONT PANELS ELE=VATION AT BACK TELLER COUNTER SECTION AT TELLER COUNTER 7 SECTION AT TELLER COUNTER DRAWN BY: AP DATE: 7/12/23 6 SCALE: 1/2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = V-0" CHECKED BY: BWE SCALE: AS NOTED 3FILE NAME: ' D A��c ' 22083.00-A403-MILL.DWG F'HEIV jc, Ll r i r •��' JRS NUMBER: ' 22083.00 be. 1 q O Y1� SHEET NUMBER: -��— A-403.00 KEY PLAN: I O -® y O � N AREA OF WORK 91-0°01 4 40 2 40 CONSULTANTS: PLAN AT WORK ROOM PLAN AT BREAK ROOM SCALIE: 1/2" = 1'-0" (:3) SCALE: 1/2" = V-0" 11< 7 5 6 40 < 40 40 3'-0" T-0" 3'-0" P-1 PL-1 CO CV 8 8 O 0 40 SS-1 40 MICROWAVE SIM BY OTHERS � COMMENTS: DATE DESCRIPTION 10/2/23 ISSUED FOR REV AND APPROVAL _ SAFE BY I © o j FILE BY________ 7 i OTHERS. I ° I e e 10/4/23 ISSUED FOR BID ° I © o FRIDGE BY 10/27/23 ISSUED FOR FILING I OTHERS. I I I (0 OTHERS. 0 0 o I I EQUIPMENT I I EQUIPMENT co o M I I BY OTHERS. WB_1 BY OTHERS. ® PL-1 PL-1 N I I I I WB-1 J/X I 1 4'-32" 1 3,-8„ 3,-8„ 1„ 2'-2" 4'-4" 2'-6" MIN REVISIONS : 15'-10" 91_011 REV. DATE DESCRIPTION VIF ALL EQUIPMENT DIMENSIONS AND SUPPORT LEG LOCATIONS ELEVATION AT WORK ROOM ELEVATION AT BREAK ROOM (: 2 SCALE: 1/2" = V-0" (44 SCALE: 1/2" = V-0" CLIENT INFORMATION: LINE OF SUSPENDED LINE OF SUSPENDED LINE OF SUSPENDED Ffror- 11-4110EILING CEILING CEILING .1'-2" 1�_2�� . Bank LI`" n n E� CL-1 I ID / PL-1 I SID PL-1 I sID NOTE: THE FIRST NATIONAL E3ANK OF LONG ISLAND VIOL OL OL PROVIDE SHOP DRAWINGS INTERIOR ALTERATION PROVIDE BLOCKING PROVIDE BLOCKING AS PROVIDE BLOCKING AS FOR ALL MILLWORK FIRST NATIONAL BANK OF LONG ISLAND ZD REQUIRED REQUIRED 53345 MAIN ROAD, UNIT#11-1 AS REQUIRED io WHITE MELAMINE N i� WHITE MELAMINE SOUTHOLD, NY 11971 CN INTERIOR (BREAK ROOM i14 INTERIOR (BREAK ROOM MILLWORK ONLY) MILLWORK ONLY) ADJUSTABLE SHELF ADJUSTABLE SHELF ADJUSTABLE SHELF LINE OF WALL EDGE 1U JRS ARCHITECT P. C. 3/4" PLASTIC LAMINATE 3/4" PLASTIC LAMINATE 3/4" PLASTIC LAMINATE ' 181 East Jericho Turnpike, Mineola, NY 11501-2032 LINE OF WALL LINE OF WALL LINE OF WALL EDGE Tel:516-294-1666 Fax:516.294-1669 EDGE EDGE Princeton, NJ 2'-0" cV tD 2'-0" N 2'-0" -1 21_0" Tel:609 s88 9100 Fax:609-689-9060 CV , CV COUNTERTOP COUNTERTOP PL-3 c PL-3 SS-1 SS-1 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 4" BACK SPLASH N RACK SPLASH - _ AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. PL-3 \ PL-3 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS \ N Mal ARE PROHIBITED. PROVIDE 811 ! DRAWING TITLE: BLOCKING AS PROVIDE REQUIRED BLOCKING AS PL-1X CD ¢ MILLWORK DETAILS II PL-1 0 0 o REQUIRED o PROVIDE BLOCKING ` d PL 1 PROVIDE BLOCKING AS REQUIRED AS REQUIRED cV N PL-1 6" cV EQUIPMENT CV w REMOVABLE I PROVIDED BY o w BASE CABINET PANEL I OTHERS M DRAWN BY: AP DATE: 7/12/23 WITH ADJUSTABLE LINE OF FINISHED CHECKED BY: BWE SCALE: AS NOTED �r SHELVING FLOOR44 FIN FLR FIN FLR DATUM 0'- 0" DATUM 0'-0" FILE NAME: ',�D AP, 22083.00-A403-MILL.DWG MILLWORK SECTION MILLWORK SECTION MILLWORK SECTION MILLWORK SECTION JRS NUMBER: SCALE: 3/4" = V-0" 6 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" `'' .� '� tl ' 22083.00 SHEET NUMBER: �- .v 10 A-404.00 KEY PLAN: EXISTING I _ 17'-3y2" EXTERIOR WALL. I rIN • I I 51-211 1116 z17 R SERE, AT 6 4" AREA OF WORK DN - 16 T EAD AT 11" c� rIN T r i CONSULTANTS: NEW PARTITION, SEE PARTITION TYPE. fjENLARGED PLAN AT STAIR SCALE: 1/2" = V-0" STAIRWAYS TO COMPLY WITH SECTION 504 ICC A117.1-2009 AND CH.8 2020 BUILDING CODE OF NEW YORK STATE. 3'-0" CLEAR REMOVE EXISTING FLOOR NEW PARTITION, SEE AND FLOOR JOISTS BETWEEN 100 PARTITION TYPE. EXTERIOR WALL AND LOWER o_ LEVEL BEARING WALL. NEW WALL FURRING AND SHEETROCK 5'-2" b 11'-6y2" 5'-711 EXISTING GRADE AND N EXTERIOR PAVERS FIRST FLOOR FIRST FLOOR COMMENTS: n-----FT— F,-----n --r, ----n----FT-----T-,--- 0-0 0-0 I II II II II II II II DATE DESCRIPTION � I I I I I I I I I I I I I I EXISTING FIRST --------- u u u u u u u u FLOOR JOISTS. _________ 10/2/23 ISSUED FOR REV AND APPROVAL EXISTING FIRST �� 1-1/2" O.D. STEEL 10/4/23 ISSUED FOR BID FLOOR JOISTS. �� 11" RUN EXISTING DROP PIPE HANDRAIL ON 10/27/23 ISSUED FOR FILING BOTH SIDES. �\ CEILING. - - CARRIAGE SEE DETAIL 4/A501. & SPACER w U _________ EXISTING FOUNTAIN PLYWOOD TREADS �� w WALL NEW SHEETROCK BOTH SIDES OF STAIR. AND RISERS. °ter WALL BACKING --------- NEW WALL FURRING FULL STRINGER \� cn REVISIONS : ________ AND SHEETROCK 1 1/2" DIA STEEL PIPE HANDRAIL Q 1-1/2" O.D. STEEL ________ REV. DATE DESCRIPTION_ PIPE HANDRAIL. \ SEE DETAIL 4/A501. ------ - EXISTING INTERIOR - \ -_ ---_ FRAMED BEARING WALL HANDRAIL BRACKET r 1-1/2" o CV FULL STRINGER FASTEN W/ MIN. Y4" T --------- THROUGH BOLT � N ————————— LOWER LEVEL LOWER LEVEL 1Y2" DIA METAL SPACER AT -9'-8" -9'-8" BOLTS. CLIENT INFORMATION: 3'-8" LANDING MIN EXISTING LOWER LEVEL SLAB Bank LI" SECTION AT STAIR SECTION AT STAIR HANDRAIL DETAIL THE FIRST NATIONAL BANK OF LONG ISLAND SCALE: 1/2 - 1 -0 SCALE: 1/2 - 1 -0 SCALE. 3 - 1 -0 INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 I I I I JRS ARCHITECT P. C. I I I I PROPOSED SAFE BY OTHERS. 181 East Jericho Turnpike, Mineola, NY 11501-2032 I I Tel:516-294-1666 Fax:516-294-1669 I I EXISTING FLOOR AND SUBFLOOR Princeton, NJ I Tel:609-688-9100 Fax:609-689-9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND EXISTING 2X12 WOOD JOISTS. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. W8X10 STEEL BEAM. FIELD VERIFY EXACT DRAWING TITLE: LENGTH WITH FINAL SAFE PLACEMENT AND ALIGNMENT WITH EXISTING JOISTS. STAIR DETAILS NEW 5X5X3/8" STEEL PLATE DRAWN BY: BWE DATE: 7/12/23 ti CHECKED BY: BWE SCALE: AS NOTED NEW HSS 4X4X3/8" DOWN TO EXISTING LOWER LEVEL FLOOR SLAB. '° ' FILE NAME: 5-0 +/-VI F A ,, 22083.00-A501-STAIR.DWG � n _�� h JRS NUMBER: STEEL / COLUMN DETAIL AT SAFE �� `� ,:•i� u" 22083.00 SCALE: 1" = V-0" a SHEET NUMBER: ` `' ° A-501 .00 KEY PLAN: DOOR, FRAME, & HARDWARE SCHEDULE SEE PARTITION TYPE .� DOORS FRAMESLX — — — rn O O a O o O 0 w O = w cWn w af 00 U czn - I~- O U O z O w ¢ I • Q 00 0 -r O 1 DOUBLE STUDS AT HEAD in U OJ w 0 U_ 0 0 0 c� Fz- 0 2 AND JAMBS DOUBLE 2X4 WOOD SIZE TYPE MAT'L LABEL AREA OF WORK BLOCKING 4 HOLLOW METAL FRAME NO. TYPE MAT'L WxH LABEL REMARKS WOOD CASING HEAD JAMB SILL N 001 EX EX (2) V-6" X 7'-0" - - - EX - STORAGE DOOR 002 EX EX 3'-0" X 7'-0" - - - EX - STORAGE 003 EX EX 3'-0" X T-0" - - - EX STORAGE LINE OF DOOR 004 EX EX 3'-0" X 7'-0" - - - EX - STORAGE CONSULTANTS: 005 EX EX T-0" X 7'-0" - - - EX STORAGE 101 EX HM/GL 3'-0" X T-0" - - - EX - ENTRY 102 A WD T-0" X T-0" - A A WD - A BB K U V TELLER QUEUE 104 EX WD/GL 3'-0" X 7'-0" - - - EX - CONFERENCE ROOM HEAD/ JAMB TYPES 106 A WD 3'-0" X 7'-0" - A A WD - A BB F U V BREAK ROOM SCALE: NTS 107 A WD 3'-0"X 7'-0" - - - WD - A BB G U V TOILET 108 A WD T-0" X 7'-0" - A A WD - A BB K U V ATM ROOM 109 A WD T-0" X 7'-0" - A A WD - A BB F U V STAIR 110 A WD 3'-0" X 7'-0" - A A WD - A BB F U V CLOSET 201 EX EX 2'-6" X 7'-0" - - - HM - TOILET ALUMINUM STOREFRONT 202 EX EX T-0" X 7'-0" - - - HM - ELECTRIC CLOSET DOOR W/ SWEEP LINE OF PARTITION OR 203 EX EX 2'-6" X 7'-0" - - - EX - TO BASEMENT ALUMINUM THRESHOLD DOOR FRAME BEYOND FASTEN AS PER MANUF SPECS CARPET (AS PER FINISH SCHEDULE)) RUBBER REDUCER N RUBBER FLOORING OR HARDWARE SCHEDULE : HARDWARE FINISH NOTES : COMMENTS: THIN SET CERAMIC TILE ITEM HARDWARE MANUFACTURER MODEL NO. REMARKS DATE DESCRIPTION LOORING 1. GC IS RESPONSIBLE FOR PROVIDING, INSTALLING & 10/2/23 ISSUED FOR REV AND APPROVAL A BUTT HINGES STANLEY FBB179 COORDINATING ALL DOOR HARDWARE. B SPRING HINGES STANLEY 206OR 2. ALL HARDWARE TO HAVE BRUSHED ALUMINUM FINISH 10/4/23 ISSUED FOR BID C STANLEY LIFESPAN 500 FULL MORTISE UNLESS OTHERWISE NOTED. ALL DOOR HINGES & 10/27/23 ISSUED FOR FILING CH. H HANDLES TO HAVE US26D FINISH. D PIVOT HINGES STANLEY DAP-3 EMERGENCY DOOR PIVOT USE W/ DOOR STOP ES1 3. KEY ALL CYLINDERS AS PER CLIENT STANDARD. ALL E H WA E H STANLEY SERIES 1700 (150 IB) MAXIMUM USE W/ 1754 FASCI TRACK LOCKS TO HAVE REMOVABLE CORES. OWNER'S VENDOR F LOCKSET SCHLAGE-ATHENS LEVER NDIOS PASSAGE LATCH TO PROVIDE FINAL KEY & CORES FOR ALL LOCK SETS. 4. WOOD CASING FOR DOORS TO BE: DYKES LUMBER#224. SILL_ TYPES G LOCKSET SCHLAGE-ATHENS LEVER ND40S PRIVACY LOCK 5. ALL DOORS TO BE FINISHED AS SPECIFIED IN FINISH SCALE; NTS H LOCKSET SCHLAGE-ATHENS LEVER ND170 DUMMY TRIM NOTES/PLAN. REVISIONS I LOCKSET SCHLAGE-ATHENS LEVER ND50PD OFFICE LOCK J LOCKSET SCHLAGE-ATHENS LEVER ND70PD CLASSROOM GENERAL HARDWARE NOTES : REV. DATE DESCRIPTION K LOCKSET SCHLAGE-ATHENS LEVER ND80PD STOREROOM L LOCKSET SCHLAGE-ATHENS LEVER NB660P DEADBOLT-SINGLE CYLINDER W/THUMBTURN 1. ALL HARDWARE SHALL BE IN ACCORDANCE WITH LOCAL SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE M PUSH/PULL KAWNEER CO-12/CP11 CODE & LATEST ADA GUIDELINES. 2. ALL FIRE RATED DOORS TO HAVE CONTINUOUS SMOKE N LATCH GLYNN JOHNSON HL6-SOC IN- - OC - SCREWS PROOF GASKET. O CAT H IVES 327 3. INSTALL FAIL SAFE OPERATION FOR ALL ELECTRONIC HARDWARE. P PEEP HOLE IVES 698 ONE WAY WIDE ANGLE VIEWER 4. PROVIDE ALL ACCESSORIES AS REQ'D FOR COMPLETE _ ? �i� Q EXIT DEVICE DORMA 9000 SERIES INSTALLATION. 0 R ELECTRIC STRIKE ADAMS RITE 7140 SERIES 5. FOR DOORS W/ EXIT DEVICE PROVIDE SIGNAGE STATING: o w "EMERGENCY EXIT ONLY, ON BOTH SIDES OF DOOR CLIENT INFORMATION: U a U \ ¢, S FLOOR STOP IVES FS13 ALARM WILL SOUND" w rn _ T DOOR HOLDER IVES FS1154 6. WHERE (2) DOORS ARE INDICATED ON DOOR SCHEDULE @ F � w w v NO. OF DOORS, EACH DOOR SHALL HAVE HARDWARE `` ■ U WALL BUMPERS IVES WS407CCV OWN s . . `'' `' "' INDICATED U.O.N. s , V SILENCERS IVES SR64 COLOR: GRAY 7. MOUNT ALL LATCH SETS @ 38" AFF. gunk LL, W FLUSH BOLTS IVES FB30 AUIUMASERIES I - 8. ALL DOORS TO RECEIVE SILENCERS (3 PER DOOR) 6 PANEL ;SOLID STAIN GRADE 6 PANEL SOLID STAIN GRADE PINE FRENCH DOOR W/ X IVES FB457 INSTALL AT METAL DOORS 9. PROVIDE CONTINUOUS SMOKE GASKET TO ALL RATED THE FIRST NATIONAL BANK OF LONG ISLAND DOOR, WIPOPLAR VENEER, DOOR, W/POPLAR VENEER, 7/8" DIVIDED LIGHTS BOLT OURS _ DOORS AND FRAMES. INTERIOR ALTERATION STAINED TO MATCH CLIENT'S STAINED TO MATCH CLIENT'S Y L S LTS IVES FB40 SERIES R I GET ONLY 10. DOORS FOR TOILET ROOMS SHALL HAVE BOTH VISUAL FIRST NATIONAL BANK OF LONG ISLAND STANDARDS STANDARDS AA OLT IVES FB358 INSTALL AT WOOD DOORS AND BRAILLE SIGNAGE THAT READS: "WOMEN" FOR 53345 MAIN ROAD, UNIT#11-1 BB CLOSER LCN 4040T PUSH HOLLOW METAL/WOOD WOMEN TOILET AND "MEN" FOR MEN TOILET. SOUTHOLD, NY 11971 CC CLOSER LCN 4010T PULL W/ PARALLEL ARM (HOLLOW METAL) DOOR TYPES DD CLOSER KAWNEER SAM II OVERHEAD CONCEALED CLOSER SCAL NTS EE EM DOOR STOP STANLEY ES1 USE W/DAP-3 i JRS ARCHITECT, P. C. E FF THRESHOLD PEMKO ADA COMPLIANT 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:51&294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-688-9100 Fax:609-689-9060 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: DOOR SCHEDULE DRAWN BY: AP DATE: 7/12/23 CHECKED BY: BWE SCALE: AS NOTED FILE NAME: "y� 22083.00-A601-SH.DWG G HE Nx 1 �✓ ,�`� .-fir °�,�,�� JRS NUMBER: d 1 1 22083.00 SHEET NUMBER: A-601 .00 MECHANICAL LEGEND SECTION DESIGNATION MECHANICAL ABBREVIATIONS KEY PLAN: VIBRATION ISOLATOR IN HANGER ' NOTES: A AMPERES HZ FREQUENCY 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. -I-- SUPPLY REGISTER, OR SHEET NO. WHERE SECTION IS SHOWN • 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. SUPPLY GRILLE AC AIR CONDITIONING UNIT IN INCH OR INCHES 3. (R)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE RELOCATED. -� UNIT HEATER OR ACC AIR COOLED CONDENSER KW KILOWATT 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. RETURN REGISTER, OR PROP TYPE WALL FAN GLY GLYCOL PIPING ACCU AIR COOLED CONDENSING UNIT KWH KILOWATT-HOUR ■ DEMOLITION TO INCLUDE ALL DUCTWORK, PIPING, CONTROLS,SUPPORTS, HANGERS, BASES, ETC. BACK TO SOURCE. RETURN GRILLE AHU AIR HANDLING UNIT LAT LEAVING AIR TEMPERATURE [� �- ® GAS-FIRED INFRARED HEATER RL REFRIGERANT LIQUID LINE AD ACCESS DOOR LBS POUNDS LOUVER & SCREEN AFF ABOVE FINISHED FLOOR LDB LEAVING DRY BULB TEMP DUCTWORK - NEW ARF ABOVE RAISED FLOOR LF LINEAR FEET (- LINEAR DIFFUSER ® ACCESS DOORS, VERT OR RS REFRIGERANT SUCTION LINE BG BOTTOM GRILLE LPC LOW PRESS CONDENSATE AREA OF WORK HORIZONTAL BHP BRAKE HORSEPOWER LPS LOW PRESS STEAM RHG REFRIGERANT HOT GAS BOD BOTTOM OF DUCT LWB LEAVING WET BULB TEMP __ ____ _ 1Ox6 SR_ " BR BOTTOM REGISTER LWT LEAVING WATER TEMP - R 10 BY 6 SUPPLY REGISTER, FT TRANSITION (FLAT TOP) ______ _ DUCTWORK - EXISTING TO REMAIN (150) 150 CFM SUPPLY AIR �_25`XlO 15x8 (FB = FLAT BOTTOM) BTU BRITISH THERMAL UNIT MAX MAXIMUM COND CONDENSATE DRAIN- BTUH BTU PER HOUR MBH THOUSAND BTU PER HOUR � CC COOLING COIL MC MECHANICAL CONTRACTOR CONSULTANTS: 10�x�6 TG 10" BY 6" TOP REGISTER STANDARD BRANCH SUPPLY C CONDENSER WATER SUPPLY CD CEILING DIFFUSER MD MOTORIZED DAMPER (-150) 150 CFM RETURN TRANSFER E)AIR S R OR RETURN NO SPLITTER CF CUBIC FEET MHP MOTOR HORSEPOWER Jacobsen & Horan Engineering, P.C. /1 DUCTWORK - EXISTING TO BE REMOVED CFM/(XXX) CUBIC FEET PER MINUTE MIN MINIMUM 990 South 2nd St. Ronkonkoma, NY 11779 CR CONDENSER WATER RETURN O: (631) 580-6100 F. (631) 580-6101 CG CEILING GRILLE MTR MOTOR www.jhepc.com T T THERMOSTAT ELECTRONIC, PNEUMATIC CHWR CHILLED WATER RETURN NC NORMALLY CLOSED ______ - 0 ( ) CH CHILLED WATER SUPPLY JHE Project#: 23-2683 VANED ELBOW CHWS CHILLED WATER SUPPLY NIC NOT IN CONTRACT ___--- - - NEW WITH ACOUSTIC LINING t'S SENSOR, TEMPERATURE DUCTWORK CLG CEILING NO NORMALLY OPEN, NUMBER CHR CHILLED WATER RETURN COND CONDENSATE OAI OUTSIDE AIR INTAKE S� DUCT SMOKE DETECTOR ______ _ VANED ELBOW DS = SUPPLY DUCT CR CEILING REGISTER OAF OUTSIDE AIR FAN DS DR = RETURN DUCT EXISTING PIPING TO BE REMOVED CU COPPER OBVD OPPOSED BLADE VOL. DAMPER FS DUCT UNDER POSITIVE PRESSURE FREEZESTAT CWR CONDENSER WATER RETURN OD OUTSIDE DIAMETER (SUPPLY AIR OR FAN DISCHARGE) VANED OR RADIUS ELBOW O REFRIGERANT SIGHT GLASS CWS CONDENSER WATER SUPPLY OV OUTLET VELOCITY FS FLOW SWITCH D DROP, DRAIN PD PRESSURE DROP DB DRY BULB PF PREFILTER DUCT UNDER NEGATIVE PRESSURE CD TYPE 1 CEILING DIFFUSER SEE AIR DIA DIAMETER R RISE WARNING (RETURN, EXHAUST OR OUTSIDE AIR) (400) DEVICE SCHEDULE) IT IS A V10LATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, SMOOTH RADIUS ELBOW 400 CFM SUPPLY AIR DMPR DAMPER RA RETURN AIR UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL DIAMETER ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN REM IS DN DOWN RD ROUND ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE VOLUME DAMPER RG TYPE 1 RETURN REGISTER RETURN GRILLE DWG DRAWING REFR REFRIGERANT ALTERATION. -�VD 1.0 [ F.A. LOUVER IN DOOR - MIN. 1.0 SF FREE AREA z --�- (SEE AIR DEVICE SCHEDULE) DX DIRECT EXPANSION RESP REMOTE ENVIRON. SENSOR PNL. FD RAD STEAM RADIATOR (-300) 300 CFM RETURN AIR EA EXHAUST AIR RF RETURN FAN (FSD) COMMENTS: FIRE DAMPER (W/ACCESS DOOR) U6 UNDERCUT DOOR FAT ENTERING AIR TEMPERATURE RG RETURN GRILLE FSD = COMBINATION FIRE/SMOKE DAMPER RECTANGULAR DIFFUSER (3-WAY, 2-WAY) EC ELECTRICAL CONTRACTOR RR RETURN REGISTER DATE DESCRIPTION VERT. POS. FLEXIBLE DUCT POINT OF CONNECTION EDB ENTERING DRY BULB TEMP RM ROOM 10/4/23 ISSUED FOR BID -� HOR. POS. EDH ELECTRIC DUCT HEATER RPM REVOLUTIONS PER MINUTE RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW) EDR ELECTRIC DIRECT RADIATION SA SUPPLY AIR AUTOMATIC DAMPER (ELECTRIC) POINT OF DISCONNECTION EF EXHAUST FAN SAN SANITARY FLEXIBLE DUCT CONNECTION ELEV ELEVATION SD SUPPLY DIFFUSER SD AUTOMATIC SMOKE DAMPER B DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW) EL ELECTRIC SF SUPPLY FAN TP TRAVERSE POINT EOD END OF DUCT SG SUPPLY GRILLE I x 4- x I -•- CENTER LINE EQ EQUAL SOD SIDE OF DUCT VERTICAL DUCT RISE VERTICAL DUCT DROP EUH ELECTRIC UNIT HEATER SIP STATIC PRESSURE REVISIONS : EWB ENTERING WET BULB SPEC SPECIFICATION REV. DATE DESCRIPTION EWT ENTERING WATER TEMP SR SUPPLY REGISTER EXH EXHAUST SST STAINLESS STEEL CODE COMPLIANCE NOTES: OUTSIDE AIR VENTILATION SCHEDULE EWH ELECTRIC WATER HEATER T THROAT F FILTER TEMP TEMPERATURE 1. PERFORM ALL WORK IN COMPLIANCE WITH APPLICABLE ASHRAE 3. DUCTWORK ROOM NAME OR CODE REQUIRED DESIGN 'F DEGREES FAHRENHEIT TG TRANSFER GRILLE STANDARDS, NFPA STANDARDS, SMACNA STANDARDS, 2020 NEW YORK 3.1. DUCT SYSTEMS SHALL COMPLY WITH SECTIONS 604, 605, 606 AND NUMBER CRITERION CALCULATION MINIMUM AIRFLOW AIRFLOW (CFM) (CFM) F&T FLOAT AND THERMOSTATIC TO TRANSFER OPENING STATE MECHANICAL, FIRE, & ENERGY CONSERVATION CONSTRUCTION 607 OF THE 2020 NEW YORK STATE MECHANICAL CODE. 2 FA FREE AREA SQ.FT. TOD TOP OF DUCT CODES. 3.2. SIZE DUCTWORK AS PER SECTION 603.2 OF THE 2020 NEW YORK BASEMENT STORAGE 0.12 CFM/FT 1,231 * 0.12 CFM/FT2 147 150 ( ) STATE MECHANICAL CODE. 001-005 (NOTE 1) (NOTE 3) FB FLAT ON BOTTOM TR TOP REGISTER 2. PLENUMS 3.3. USE DUCTWORK THAT IS GALVANIZED STEEL PRESSURE CLASS 2" W.G. FC FLEXIBLE CONNECTION TF TRANSFER FAN 617 2.1. ALL MATERIALS EXPOSED TO THE AIRFLOW MUST BE NONCOMBUSTIBLE AS PER SECTIONS 603.3 AND 603.4 OF THE 2020 NEW YORK STATE OFFICE AREA 0.06 CFM/FT2 + 5 CFM PER PERSON * 2 52 AND MUST HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND MECHANICAL CODE. 101-103 (NOTE 1) 0.06 CFM/FT + 3 PPL * 5 CFM 52 (NOTE 2) FD FIRE DAMPER, FLOOR DRAIN TV TURNING VANES CLIENT INFORMATION: A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN 3.4. FLEXIBLE DUCTWORK MAY BE USED ABOVE ACOUSTICAL TILE 2 ACCORDANCE WITH ASTM E84. SUSPENDED CEILINGS. USE FLEXIBLE DUCT THAT IS UL181 RATED, MEETING ROOM 0.06 CFM/FT + 5 CFM PER PERSON 166 * 0.06 CFM/F72 + 8 PPL * 5 CFM 50 50 FF FINAL FILTER TYP TYPICAL 2.1.1. PERMIT THE FOLLOWING MATERIALS IN THE CEILING CAVITY PLENUM COMPLIANT WITH 2O20 NEW YORK STATE MECHANICAL CODE SECTION 104 (NOTE 1) (NOTE 2) FIN FL FINISHED FLOOR UH UNIT HEATER im i rst WHERE LISTED AS HAVING A MAXIMUM PEAK OPTICAL DENSITY OF 603.6.1 AND NOT LIMITED IN LENGTH. WORK ROOM 0.06 CFM/F72 + 5 CFM PER PERSON [T14 0.5 OR LESS, AN AVERAGE OPTICAL DENSITY OF 0.15 OR LESS, 3.5. PROVIDE VOLUME DAMPERS AT THE FOLLOWING LOCATIONS: (NOTE 1) 143 * 0.06 CFM/( 1 2 + 1 PPL * 5 CFM 14 (NOTE 2) FLA FULL LOAD AMPERES UON UNLESS OTHERWISE NOTED 105 AND A MAXIMUM FLAME SPREAD DISTANCE OF 5FT (1.5 M) OR 3.5.1. ALL DUCT SPLITS AND BRANCH CONNECTIONS OF SUPPLY, RETURN 2 FPM FEET PER MINUTE V VOLTS 3 Sank LI" LESS WHEN Tf_STED IN ACCORDANCE WITH THE SPECIFIED TEST AND EXHAUST SYSTEMS BREAK ROOM 0.06 CFM/FT + 5 CFM PER PERSON 119 * 0.06 CFM/F72 + 1 PPL * 5 CFM 12 12 FPS FEET PER SECOND VENT VENTILATION AIR METHOD (OR AS OTHERWISE SPECIFIED). 3.5.2. ALL DUCT SPLITS ABOVE 36" DEPTH 106 (NOTE 1) (NOTE 2) THE FIRST NATIONAL BANK OF LONG ISLAND 2.1.1.1. WIRING (ELECTRICAL AND ELECTRONIC WIRING, OPTICAL FIBER 3.5.3. DUCTS CONNECTING TO COMMON PLENUM FIR FLOOR REGISTER W WIDTH CABLE AND OPTICAL FIBER RACEWAY) - NFPA 262. 3.5.4. FIVE FEET UPSTREAM WITHIN DUCTS SERVING SINGLE OUTLET TOILET ROOM 50 CFM / WATER CLOSET 1 FIXTURE TOTAL 50 50 (1 FAN ® INTERIOR ALTERATION 2.1.1.2. PLASTIC FIRE SPRINKLER PIPING - UL 1887. 3.5.5. AT OPEN RETURN DUCT IN HUNG CEILING 107 (NOTE 1) 50 CFM) FSD FIRE/SMOKE DAMPER W/ WITH FIRST NATIONAL BANK OF LONG ISLAND 2.1.1.3. PNEUMATIC: TUBING - UL 1820. 3.5.6. AS NOTED ON DESIGN DRAWINGS STORAGE 0.12 CFM/FT' 7 FT FLAT ON TOP, FEET W/o WITHOUT 53345 MAIN ROAD, UNIT#11-1 2.1.1.4. COMBUSTIBLE ELECTRICAL EQUIPMENT (PEAK RATE OF HEAT 201 (NOTE 1) 60 * 0.12 CFM/FT2 7 (NOTE 2) FV FACE VELOCITY WAC WINDOW A C UNIT SOUTHOLD, NY 11971 RELEASE NOT GREATER THAN 100 KW, A PEAK OPTICAL 4. INSULATION 2 / DENSITY NOT GREATER THAN 0.50 AND AN AVERAGE OPTICAL 4.1. INSTALL DUCTWORK INSULATION AS PER SECTION 604 OF THE 2020 OFFICE AREA 0.06 CFM/FT + 5 CFM PER PERSON 625 * 0.06 CFM/FT2 + 3 PPL * 5 CFM 53 53 GALV GALVANIZED WB WET BULB DENSITY NOT GREATER THAN 0.15) - UL 2043. NEW YORK STATE MECHANICAL CODE & C403.11.1 OF THE 2020 NEW 202-203 NOTE 1) (NOTE 2) GC GENERAL CONTRACTOR WC WATER COLUMN YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. I JRS ARCHITECT P. C. 2.1.1.5. FOAM PLASTIC INSULATION (FLAME SPREAD INDEX OF 75 OR 4.2. INSULATE ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS WITH A TOILET ROOM 50 CFM / WATER CLOSET EXISTING H&R HOSE & REEL WG WATER GAUGE LESS AND A SMOKE-DEVELOPED INDEX OF 450 OR LESS 204 NOTE 1 1 FIXTURE TOTAL 50 - MINIMUM OF R-6 INSULATION WHEN LOCATED IN UNCONDITIONED ( ) EXHAUST FAN HGT HEIGHT WMS WIRE MESH SCREEN NY 11501-2032 ASTM E84. SPACES AND WITH A MINIMUM OF R-8 INSULATION WHEN LOCATED 1. VENTILATION COMPLIES WITH CHAPTER 4 OF THE 2020 NEW YORK STATE MECHANICAL CODE & CHAPTER 12 OF THE 2020 NEW YORK 181 East Jericho Turnpike, Mineola, 2.1.2. EXCEPTION NO. 1: CONFORM RIGID AND FLEXIBLE DUCTS AND OUTSIDE THE BUILDING. STATE BUILDING CODE. NTS NOT TO SCALE Tel:51s-294-1666 Fax:516-2941669 CONNECTORS 'TO SECTION 603 OF THE 2020 NEW YORK STATE 2. MINIMUM OUTDOOR AIR QUANTITIES ARE SATISFIED BY NATURAL VENTILATION THOUGH THE OPERABLE WINDOWS ON THE FIRST FLOOR AND oA OUTSIDE AIR Princeton, N1 MECHANICAL CODE. 5. PROTECTION OF STRUCTURE MEZZANINE LEVEL. 2.1.3. EXCEPTION NO. 2: CONFORM DUCT COVERINGS, LININGS, TAPE AND 7e1:609-s8&9100 Fax:sosssssoso CONNECTORS TO SECTIONS 603 AND 604 OF THE 2020 NEW 5.1. PROTECT STRUCTURE AS PER SECTION 302 OF THE 2020 NEW YORK HP HORSEPOWER YORK STATE MECHANICAL CODE. STATE MECHANICAL CODE. HR HOUR ' 2.1.4. EXCEPTION N0. 3: DO NOT APPLY THIS SECTION TO MATERIALS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND EXPOSED WITHIN PLENUMS IN ONE- AND TWO-FAMILY DWELLINGS. 6. COMMISSIONING PROVISIONS AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 2.1.5. EXCEPTION N0. 4: SMOKE DETECTORS. 6.1. NO COMMISSIONING PROVISION PROVIDED SINCE NEWLY INSTALLED ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 2.1.6. EXCEPTION NO. 5: COMBUSTIBLE MATERIALS ENCLOSED IN SYSTEMS ARE LESS THAN 480,000 BTU/HR. ARE PROHIBITED. NON-COMBUSTIBLE RACEWAYS OR ENCLOSURES, APPROVED 7, EXHAUST SYSTEMS SHALL COMPLY WITH SECTIONS 501.1 THRU 501.5 OF GYPSUM BOARD ASSEMBLIES OR ENCLOSED IN MATERIALS LISTED THE 2020 NEW YORK STATE MECHANICAL CODE. DRAWING TITLE: AND LABELED FOR SUCH APPLICATION. LEGEND, ABBREVIATIONS, 2.2. MAINTAIN THE INTEGRITY OF THE FIRE STOPPING FOR PENETRATIONS. 8, WATER HEATING SYSTEMS SHALL COMPLY WITH SECTION 1002 AND 1009 CODE COMPLIANCE & NOTES 2.3. THE TEMPERATURE OF AIR DELIVERED TO THESE PLENUMS IS NOT TO OF THE 2020 NEW YORK STATE MECHANICAL CODE. EXCEED 125-F (52:'C) CODE COMPLIANCE NOTES 2.4. MATERIALS USED IN THE CONSTRUCTION OF A CEILING PLENUM MUST 9, REFRIGERATION SYSTEMS SHALL COMPLY WITH CHAPTER 11 OF THE 2020 BE SUITABLE FOR THE CONTINUOUS EXPOSURE TO THE TEMPERATURE NEW YORK STATE MECHANICAL CODE. DRAWN BY: DN DATE: 7/12/23 AND HUMIDITY CONDITIONS OF THE ENVIRONMENTAL AIR IN THE PLENUM. 10. HYDRONIC PIPING SHALL COMPLY WITH CHAPTER 12 OF THE 2020 NEW THERE ARE NO NEW BUILDING ENVELOPE ASSEMBLIES, SKYLIGHTS, CHECKED BY: KJH/PEJ SCALE: AS NOTED 2.5. WHEN THE PLENUM IS A PART OF A FLOOR-CEILING OR YORK STATE MECHANICAL CODE. MECHANICAL SYSTEMS, SERVICE WATER-HEATING SYSTEMS, OR ROOF-CEILING ASSEMBLY THAT HAS BEEN TESTED OR INVESTIGATED POOLS/INGROUND PERMENANTLY INSTALLED SPAS TO BE AND ASSIGNED A FIRE RESISTANCE RATING OF 1 HOUR OR MORE INSTALLED UNDER THIS PROJECT. �'.�Q� P�E6�`y FILE NAME: MEET THE FOLLOWING REQUIREMENTS FOR THE ASSEMBLY: ALL ALTERATIONS AND ADDITIONS TO THE EXISTING DUCT AND J 0 H O 2683MPSP.DWG 2.5.1. WHERE AIR DUCTS AND OPENINGS FOR AIR DUCTS ARE USED IN MECHANICAL SYSTEMS SHALL BE IN COMPLIANCE WITH THE 2020 A FLOOR/ROOF-CEILING ASSEMBLY REQUIRED TO HAVE A FIRE ENERGY CONSERVATION CODE OF NYS CHAPTER 4 AND CHAPTER t c ' � �� JRS NUMBER: RESISTANCE RATING, CONFORM ALL THE MATERIALS AND THE 5 FOR ADDITIONS, ALTERATIONS, REPAIRS, CHANGE OF USE - I I A' { ' OCCUPANCY. rl `_ (t. t� hI LU 22083.00 CONSTRUCTION OF THE ASSEMBLY, INCLUDING THE AIR DUCT 41 ; �; 1r MATERIALS AND THE SIZE AND PROTECTION OF THE OPENINGS WITH THE DESIGN OF THE FIRE-RESISTIVE ASSEMBLY, AS TESTED TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL �b 735?3 ��ti SHEET NUMBER: 1 OF 8 IN ACCORDANCE WITH 2O20 NEW YORK STATE SECTION 607. WITH THEJUDGMENT,2020SECC NYS FOR COMMERCIALNCODEECIOMPLLIIANCE.NCE 0%E- 514�� M-001 .00 KEY PLAN: COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb Sect on Section # . Footing/Foundation Inspection tam lies?. Comments Assum Lions, p p / p # 0 0 0 plumbing Rough-In Inspection Complies2 CommentstAssumpttonsA Re to n Mechanical Compliance Certificate Inspection Checklist p r C403.12,2;Snow/ice melting system and freeze ;❑Complies ;Exception:Requirement does not apply. C404.5, ;Heated water supply piping conforms ,❑Complies ;Requirement will be met. !protection systems have sensors and !DDoes Not C404..5.1, !to pipe length and volume T Does Not Energy Code: 2020 New York State Energy Conservation Construction Code C403.12.3:controls configured to limit service for ; C404,5.2 `requirements.Refer to section details. ; ;Location on plans/spec:P-101,P-601 [F0913 ;pavement temperature and outdoor ❑Not Observable [PL6]a ❑Not Observable Requirements: 100.0%were addressed directly in the COMcheck software temperature.future connection to !❑Not Applicable ;❑Not Applicable Project Information Text in the"comments/Assumptions"column is provided by the user in the COMcheck Requirements screen, For each controls. requirement,the user certifies that a code requirement will be met and haw that is documented,or that an exception Additional Comments/Assumptions: C4043 O 6.3 :Pumps that circulate water between a 1Complies Requirement will be met. Energy trade: 2020 New York State Energy Conservation Construction Code I:PLZ] heater and storage tank have controls � Does Not startup from operation is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. that limit o Project Title: FNB SOUTHOLD p p to ; Not Observable;Location on plans/spec:P-501 Location: North Babylon,New York <=5 mutes after end of heats ;QNot Applicable AREA OF WORK Section 'cycle m pp Climate Zone: 4a # Plan Review Complies?" Comments/Assumptions II b C404.7 Demand recirculation water systems ;❑Complies Requirementwi e met, Project Type: Alteration &Reg313 [PL81 have controls that stark the pump ;❑Does Not C103,2 ;Plans,specifications,and/or ;❑Complies 'Requirement will be met. ;upon receiving a signal from the Location on plans/spec:P-501 [PR211 ;calculations provide all information ;ClDoes Nok action of a user of a fixture or ;❑Not Observable Construction site: Owner/Agent: Design i with which compliance can be appliance and limits the temperature ;❑Not Applicable 9 ;determined for the mechanical :[]Not Observable; of the water entering the cold-water 1134 Deer Park Avenue KEN HORAN/PAUL JACOBSEN systems and equipment and ;❑Not Applicable o North Babylon,New York 117011 JACOBSEN&HORAN ENGINEERING, q piping to 1047. document where exceptions to the P.G. ;standard are claimed,Load Additional Comments/Assum ptlons- 990 SOUTH 2ND STREET SUITE 2 calculations per acceptable : RONKONKOMA,New York 11779 engineering standards and ;handbooks, CONSULTANTS: Mechanical Systems Lisa Additional Comments/Assumptions: Jacobsen & Horan Engineering, P.C. QUantity5ystem Type&Description 2 HP-1/FCU-1,HP-2/FCtl-2(Unknown): 990 South 2nd St. Ronkonkoma, NY 11779 Split System Heat Pump 0: (631) 580-6100 F. (631) 580-6101 Heating Mode:Capacity=,14 kEtu/h, WWW. �7e C.00I17 Proposed Efficiency='12.80 HSPF,Required Efficiency=8,20 HSPF f /� Cooling Mode:Capacity=12 kBtu/h, JHE Project#: 23-2683 Proposed Efficiency m 27,00 SEER,Required Efficiency=14.00 SEER Proposed Part Load Efficiency=0.00,Required Part Load Efficiency=0.00 Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans,specifications,and"other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2020 New York State Energy Conservation Construction Code requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements list d-i±�k. _, ection Checklist. KEN HORAN, P.E., PRINCIPAL ✓ arr I'JER/�, 1 /4/23 Name-Title SignatureAI Date WARNING ,-� iT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, .3 � UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS S�fl ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COMMENTS: DATE DESCRIPTION 1 lHigh impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact( 10/4/23 ISSUED FOR BIDTier 3) Project Title: FNB SOUTHOLD Report date: 10/02/23 Project Title: FNB SOUTHOLD Report date: 10/02/23 Project Title: FNB SOUTHOLD Report date: 10/02/23 Project Title: ,FNB SOUTHOLD Report date: 10/02/23 Data filename: Page 1 of 8 Data filename: Page 2 of 8 Data fllename:, Page 3 of 8 Data:filename:, Page 4 of 8 REVISIONS : REV. DATE DESCRIPTION Sect art n #. Mechanical ,. Sectia , Section Rou h In In ection artspile's? . . g sp GComments/Assum Mans # Mechanical Rough Ins ection :" Com lies? Comments/Assumptions .. . :, . P 9 P p C ants/Assumptions - "; .::: #-,. . Final Inspection Complies? :'":: - Comments Assum ions -: ' e# :. .... .. 1 S Ian P / #:Ina)Inspection :" lies?ice ,lU . .. ,.. Comments/Assumptions Q Re & Re .iD p � R -Comp es? Comment )As s C4 2.2.6 .'�Thermally Ineffective panel surfaces of,❑Com lie s ,Exception. Requirement does not apply. C403.11.1 HVAC ducts and plenums insulated in .❑Complies ,Requirement will be met. C303.3, ;Furnished O&M manuals for HVAC ;❑Complies :Requirement will be met. C408.25• ;Furnished HVAC as-built drawings i❑Com lies !Requirement uirement will be met. [ME4113 'sensible heatingpanels have ❑ g p q P Does Not accordance with C403.11.1 and ❑Does Not C408.2.5. ;systems within 90 days of system ;❑Does Not 1 submitted within 90 days of system �❑Does Not Insulation>=R-3.5. C403.11,2:constructed in accordance with Location on plans/spec:M-001,M-601 3 ;acceptance. IF1713 acceptance. ' 'El Not Observable; z 10Not Observable: [ME60] C403.11.2,verification may need to [F1813 ;❑Not Observable ;❑Not observable i ❑NotApplicabie occur during Foundation inspection. :❑Not Applicable ❑Not Applicable ; ; ![]Not Applicable C403,11,3'HVAC piping insulation insulated in f❑Complies ;Requirement will be met. t C408.2,5. !An air and/or hydronic system ;❑Complies :Requirement will be met. [ME61]2 "Y accordance with Table C403.11.3. :❑Does Not C403.4.3. ;Closed-circuit cooling tower within :❑Complies ;Exception:Requirement does not apply. C403Z2 ?HVAC systems and equipment ;❑Complies ;Requirement will be met. "Insulation exposed to weather is ; ;Location on lands ec: M-501 3.2 heat pump loop have either automatic*,❑ a 3 !balancing report is provided for HVAC ,❑Does Not p :,[:]Not Observable, p p Does Not ; [Fl271 capacity does not exceed calculated ❑Does Not [Fi43]1 !systems. ; :Location on plans/spec:M-104 ,protected from damage and is (ME121] bypass valve or lower leakage positive f ;loads. 'Location on plans/spec:SEE HEAT LOAD CALCULATIONS ❑Not Observable: ❑NotA Applicable closure dampers.O ❑Not Observable ',❑Not Observable; provided with shielding from solar PP pen-circuit tower ;❑Not A ❑Not Applicable within heat um loop have automatic ❑Not Applicable ; Applicable C408,2.5, Final commissioning report due to ;❑Complies ;Requirement will be met. radiation. P p p valve to bypass all heat pump water C403.2.4. Heating and cooling to C403.8.1 'HVAC fan systems at design ;❑Cornpfies ;Exception:Individual exhaust fans with motor nameplate g g each zone is :❑Complies Requirement will be met. 4 1 buildingowner within 90 days of :❑Does Not ME6513 !conditions do not exceed allowable '❑ :flow around the tower.Open-or ; 1 )controlled b ; y I ; Does Not horsepower less than 1 hp. closed-circuit tooling towers used in ; a Y a thermostat control, :[]Does Not [F13011 receipt of certificate of occupancy. Location on plans/spec:COMISSIONING NOT REQUIRED.M- ;fan system motor nameplate hp or fan; ; [F1471 Minimum one humidity control device Location on plans/spec:M-103,M-104 i ;❑Not Observable; CLIENT INFORMATION: j system bhp. ,❑Not Observable:See the Mechanical Systems list for values. conjunction With a separate heat ; ,[]Not Observable f ❑Not Applicable 001 per installed ❑Not Applicable exchanger have heat loss by shutting i t humidification/dehumidification :ONot Applicable down the Circulation pump on the ; ;system. Additional Comments/Assumptions: C403.8.3. Fans have efficiency grade(FEG)>= :❑Complies :Exception:Single fans with motor nameplate horsepowerof= cooling tower loop.Open-or closed [ME111]1 ?67.The total efficiency of the fan at 1❑Does Not :5 hP• ;circuit cooling towers have a separate ; C403,2.4. ;Heat pump controls Drevent ;❑Complies ;Exception:Requirement does not apply. at e =the design point of operation<= 15% , r ; 1.1 1supplemental electric resistance heat !❑Does Not of maximum total efficiency of the ;❑Not Observable Location on plans/spec:ec:M-501 heat exchanger to isolate the tooting [F14213 ;from comin on when not needed. ;Location on ions/spec:No supplemental electric heat, j !: °fan. cY tnNot Applicable p p tower from the heat pump loop,and g" p pp 1 []Not Observable _ heat loss is controlled by shutting ( V '" n Lr C403,12."1`S stems that heat outside the buildinginCorn lies ;,Exception,tion,Requirement does not apply. down the circulation um on the : ❑Not Applicable z y p p q pp y pump i C403.4.1. `Thermostatic controls have a 5°F ;❑Com lies ;Requirement will be met. [ME7.I] :::envelope are radiant heat systems :❑Does Not cooling tower loop. P q 2 ideadband. ❑Does Not ;controlled by an occupancy sensing ; C403.4,1. ,Heatin for vestibules and air curtains ;❑Com lies ;Exception:Requirement does not apply. 3 TH E FIRST NATIONAL BANK OF LONG ISLAND y device or timer switch. :❑Not Observable: 9 p Pt q ❑Not Applicable ! 4 z ,with integral heating include ;❑Does Not [F138] t :❑Not Observable Location on plans/spec:M-501 [ME631 automatic controls that shut off the ,❑Not Observable, ;❑Not Applicable INTERIOR ALTERATION C403.2.2 ;Natural or mechanical ventilation is ,[]Complies ;Requirement will be met. heating system when outdoor airC403.2.4. :Tern;Temperature controls have set FIRST NATIONAL BANK OF LONG ISLAND [ME59]1 !provided in accordance with ;0Does Not temperatures>45F,Vestibule :❑Not Applicable" P point :❑Complies ;Requirement will be met. International Mechanical Code :Location on plans/spec:M-001,M-103 heating and cooling systems ; 1.3 overlap restrictions. ;❑Does Not Chapter 4,Mechanical ventilation has ;❑Not Observable; controlled by a thermostat in the [FI20]3 !Location on plans/spec:M-501 53345 MAIN ROAD, UNIT#11-1 !capability to reduce outdoor air sup ply!❑Not Applicable ; �❑Not Observable SOUTHOLD, NY 11971 vestibule with heating setpoint e= ! i T]Nat Applicable i Ito minimum per IMC Chapter 4. ! ''. 60F and coaling setpoint>=80F. ; C403.2.4. !Each zone equipped with setback ;❑Complies ;Requirement will be met. C403.7i1 ;Demand control ventilation provided :❑Complies :Exception:Systems with design outdoor air of less than 1200 C408.2.2. 'Air outlets and zone terminal devices :❑Complies ;Requirement will be met. 2 ;controls using automatic time clock or�❑Does Not [ME59] :for spaces>500 ft2 and>25 :❑Does Not cfm. 1 3 'have means for air balancing. ;0Does Not [F13911 'programmable control system, 1 Location on plans/spec:M-501 people/1000 ft2 occupant density and [ME531 Location on plans/spec:M-103 ;oNot Observable 1 :❑Not Observable: Not observable; t :served by systems with air side ❑ :❑Not Applicable I JRS ARCHITECT, P. C. (economizer,auto modulating outside ❑Not Applicable !❑Not Applicable i air damper control,or design airflow ; t C403.2.4, :Automatic Controls:Setback to 55°F ;❑Complies Requirement will be met. P 9 C403.5, Refrigerated display cases,walk-in ❑Complies :Exception:Requirement does not apply. 2,1, !(heat)and 85°F(cool);7-day clock,2- 1ODoes Not >3,000 cfm. C403.5.1, !coolers or walk-in freezers served by ❑Does Not C403.2,4, ;hour occupant override,10-hour :Location on plans/spec:M-501 181 East Jericho Turn ike Mineola NY 11501-2032 C403.7.2 Enclosed parking garage ventilation :❑complies :Exception:Requirement does not apply. C403.5.2 !remote compressors and remote 2,2 ; ❑Not Observable: p r r [ME11513 has automatic contaminant detection :❑Does Not ; [ME123]3 jcondensers not located in a 1❑Not Observable{ [F14013 'backup ❑Not Applicable ; Tel:516-294-1666 Fax:516-294-1669 and capacity to stage or modulate ! condensing unit,have fan-powered !❑Not Applicable ;fans to 50°h or less of design capacity.;ONot Observable: condensers that comply with Sections ; Princeton, NJ ❑Not Applicable ;C403.5.1 and refrigeration compressor; C408.2,1 ;Commissioning plan developed by ;❑Complies :Requirement will be met. Tel:609-688-91oo Fax:609-688-9060 C403.7.6 'HVAC systems serving uestrooms in ;❑Com lies :Exception:tion:Requirement does not apply. systems that comply with C403.5,2.. ! ! FI28]1 ;registered ist ;y g g p p q pp y. [ g ered design professional or ;❑Does Not [ME1411 ;Group R-1 buildings with>50 :❑Does Not approved agency. :Location on plans/spec:COMISSIONING NOT REQUIRED.M- guestrooms:Each guestroom is ; 1 Additional Comments/A55Urri bons: 1 001 :❑Not Observable: p ❑Not Observable: ;provided with controls that ! ;❑Not Applicable THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND automatically manage temperature :❑Not Applicable C4o8.2.3. :HVAC equipment has been tested to ;❑Complies ;Requirement will be met. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. )setpoint and ventilation(see sections 1 ensure proper operation. !❑Does Not ; ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS C403.7.6.1 and C403,7.6.2). : # [F13111 ; ;[]Not Observable:Location on plans/spet:M-501 ARE PROHIBITED. C403.7.4 ',Exhaust air energy recovery on ;❑Complies ;Exception: Requirement does not apply. (ME57]1 systems meeting Table C403.7.4(1) :❑Does Not ;❑Not Applicable and C403.7.4(2). C408.2.3. :HVAC control systems have been ClComplies :Requirement will be met. :,[]Not Observable 2 :tested to ensure proper operation, ?❑Does Not : DRAWING TITLE: i❑Not Applicable ; [FI10]1 calibration and adjustment of controls.: :Location on plans/spec:M-501 MECHANICAL ENERGY ❑NotObservabie; CODE COMPLIANCE IME11613 `Kitchen exhaust systems comply with ;❑Complies Exception:Requirement does not apply. ;❑Not Applicable ; jME12fi1 ;replacement air and conditioned !nDoes Not ; 11 supply air limitations,and satisfy hood: C408.2.4 'Preliminary commissioning report ;❑Complies ;Requirement will be met. :rating requirements and maximum :0Not Observable; [FI29]1 completed and certified by registered �❑Ooes Not ;exhaust rate criteria. !❑Not Applicable ; ;design professional or approved Location on plans/spat:COMISSIONING NOT REQUIRED.M '""agency, bNot Observable;001 ;❑Not Applicable DRAWN BY: DN DATE: 7/12/23 CHECKED BY: KJH/PEJ SCALE: AS NOTED 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) 1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FNB SOUTHOLD Report date: 10/02/23 Project Title: FNB SOUTHOLD Report date: 10/02/23 Project Title: FNB SOUTHOLD Report date: 10/02/23 Project Title: FNB SOUTHOLD Report date: 10/02/23 ' FILE NAME: Data filename: Page 5 of 8 Data filename: Page 6 of 8 Data filename: Page 7 of 8 Data filename: Page 8 of 8r 'f y0 2683MPSP.DWG ,/R v` J O/-/IV r`t,7 fie /.�• fj.. JRS NUMBER: 22083.00 LU SHEET NUMBER: 2 OF 8 +Lc^ F 71 <�A ev GF-3/CC _0011 _ KEY NOTES X KEY PLAN: 10 — ! I 1. DEMOLISH EXISTING SUPPLY AIR DUCT BACK TO POINT OF DISCONNECTION • I- - ! - - - - - -- - I ! (TYP). ! 2. DEMOLISH EXISTING SUPPLY AIR DUCT BACK TO POINT OF DISCONNECTION. I ( S I BLANK OFF AND SEAL DUCT. 171 J ( ! X I 3. RELOCATE EXISTING AIR DEVICE. SEE CELLAR HVAC PLAN FOR NEW LOCATION. 4. EXISTING GAS FIRED FURNACE/COOLING COIL SYSTEMS GF-1/ilol - GF-2/CCCC AND •! � 1 "" I I I I ! I I TO REMAIN. . . . UP ®— ! ( I ! U X 1 I 5. EXISTING GAS FIRED FURNACE/COOLING COIL SYSTEM GF-3/CC (NOT IN CONTRACT). AREA OF 1 ee�w -- WORK f --- I c� ! —) ( ! ( I 6. EXISTING SUPPLY AND RETURN DUCT TO REMAIN (TYP). II ! ! 8 3 II ( ) v _--- — — ._ 7. EXISTING VOLUME DAMPERS TO REMAIN (TYP). I 8. EXISTING AIR DEVICE TO REMAIN TYP . ! IIII '� - - - 9. EXISTING GAS PIPING. U 10x10 CONSULTANTS: � 22x 10 16x 10 _ GA - GAS 3AS GAS �GAS AS G.S GAS GAS - - GAS --�Y CAS GAS 6� _ 10. EXISTING GAS_ FURNACE FLUE (TYP). — -� _ I Jacobsen & Horan En ineerin P.C. 11. EXISTING q q, GAS GAS GAS GAS -GAS GAS -GAS -I G�S ;AS GAS - I G�45 -} GAS GAS U XX 16x10 I XX ! ! COMBUSTION AIR INTAKE. 22x10 — — _ Tj� ( I 990 South 2nd St. Ronkonkoma, NY 11779 1 I 7 I I ! O. (631) 580-6100 F. (631) 580-6101 ! 4 I I www.jhepc.com 9 8 6 XX XX XX 5x10XX JHE Project#: 23-2683 ! II 2 II II 1 I ! II I XX II II XX XX XX II ! ! II II II II Oo XX II XX XX XXWARNING II II IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED W FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. D,SCALE CELLAR' DEMOLITION PLAN COMMENTS:V4'-T-9 DATE DESCRIPTION KEY NOTES 10/4/23 ISSUED FOR BID I I � X I I ( 1. DEMOLISH EXISTING SUPPLY AIR DUCT AND ASSOCIATED VOLUME DAMPERS AND AIR DEVICES BACK TO POINT OF DISCONNECTION. BLANK OFF AND I SEAL DUCT. I 2. EXISTING SUPPLY DUCT FOR GF-2/CC ROUTED UP TO MEZZANINE LEVEL I I FROM BASEMENT.- -- -- - - - -- - - - --- ------ --- - ------- - - - --- - -- - - - -------- ---- - - REVISIONS : I I I 3. EXISTING RETURN AIR FLOOR GRILLE FOR GF-2/CC. REV. DATE DESCRIPTION I I ( I I 4. EXISTING THERMOSTAT SERVING GF-2/CC. 1 1/16/24 REV PER BD - STAIR 8 ( 5. EXISTING TOILET EXHAUST FAN TO REMAIN. ( UP 9 -- I I UP I 6. EXISTING UNINSULATED EXHAUST DUCT UP THROUGH ROOF. 7. EXISTING( I 2 SUPPLY AIR DEVICE ! I E TO REMAIN (TYP). I . 8. EXISTING GAS FURNACE FLUE UP THROUGH ROOF (TYP I I i ) 9. EXISTING COMBUSTION AIR INTAKE UP THROUGH ROOF. I I CLIENT INFORMATION: I 4 3 6 I I 4 . T UP tional ,I--- - - - - - I I I X IX x — - - - - - - - - — — DankU" THE FIRST NATIONAL BANK OF LONG ISLAND I I X INTERIOR ALTERATION 7 • 7 2 I II FIRST NATIONAL BANK OF LONG ISLAND I o 5 III DN \ ( 53345 MAIN ROAD, UNIT#11-1 WC SOUTHOLD, NY 11971 —————————— ————— ——— JRS ARCHITECT P. C. I _ 1f X I _ '�- -' I 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ I ( I I .-- _ ( Tel:609fi88-9100 Fax:609-688-9060 0 E 0 E OW I ( �- OPEN TO BELOW 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 I _ DRAWING TITLE: CELLAR & MEZZANINE I DEMOLITION PLANS I I IDRAWN BY: DN DATE: 7/12/23 ( ICHECKED BY: KJH/PEJ SCALE: AS NOTED i �0- f,f�"L�``� FILE NAME: 2584MP.DWG JRS NUMBER: F, 22083.00 2 MEZZANINE DEMOLITION PLAN 0' 2' 4' 8' 1 SCALE V t-f-0' �`.�` �O.o 0735 � SHEET NUMBER: 3 OF 8 `FSSI - -- -' ' M-101 .00 KEY PLAN: . . . . . . . . . . I I ' s AREA OF WORK I 6 7 5 I ® CONSULTANTS: ® 3 8 Jacobsen & Horan Engineering, P.C. 4 3 990 South 2nd St. Ronkonkoma, NY 11779 — — — — — — — — — — O: (631) 580-6100 F: (631) 580-6101 I T I www.jhepc.com I JHE Project#: 23-2683 e 4 3 ® I urWARNING — ® IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS / \ ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL \y_ AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND �l I THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COMMENTS.- DATE DESCRIPTION — — — — — — — — 2 ( 10/4/23 ISSUED FOR BID 3 3 r DN 1 I I / 0 REVISIONS : U REV. DATE DESCRIPTION 1 1/16/24 REV PER BD - STAIR AIR SURVEY SPECIFICATION KEY NOTES X 1. AIR SURVEY: 1.1. PERFORM AIR SURVEY ON: 1. DEMOLISF EXISTING AIR DEVICE. 1.1.1. TWO (2) EXISTING A/C SYSTEMS, GF-1/CC AND GF-2/CC. 2. REPORTING: ON A MINIMUM OF ONE (1) OCCASION (SURVEY), PROVIDE THE ENGINEER 2. DEMOLISF EXISTING TRANSFER GRILLE. CLIENT INFORMATION: WITH A PDF FILE OF THE REPORT FOR REVIEW/APPROVAL. 3. RELOCATE EXISTING AIR DEVICES. SEE GROUND FLOORi rst HVAC PLAN FOR NEW LOCATION. Av 3. INITIAL AIR SURVEY: IT IS THE INTENT OF THE AIR SURVEY TO OBTAIN TRAVERSE AIRFLOW Vational READINGS AND READINGS AT EACH AIR DEVICE AT THE INCEPTION OF THE PROJECT. 4. EXISTING RETURN DUCT TO REMAIN (TYP). Bank C.I" PRIOR TO ANY OF THE DEMOLITION WORK BEING PERFORMED. THESE AIRFLOWS WILL BE USED IN ORDER TO GENERATE FINAL AIR BALANCE VALUES FOR ALL EXISTING AND NEW 5. EXISTING AIR DEVICE TO REMAIN (TYP). AIR DEVICES. 6. EXISTING GAS FURNACE FLUE. THE FIRST NATIONAL BANK OF LONG ISLAND 4. SURVEY TO BE COMPLETED AND APPROVED PRIOR TO ANY DEMOLITION. INTERIOR ALTERATION 7. EXISTING COMBUSTION AIR INTAKE. FIRST NATIONAL BANK OF LONG ISLAND 5. IT IS THE BALANCER'S RESPONSIBILITY TO IDENTIFY OBSERVED DEVIATIONS FROM THE 53345 MAIN ROAD, UNIT#11-1 DRAWINGS ON THE INITIAL AIR SURVEY REPORT (E.G. CAPPED OR MISSING AIR DEVICES, 8, EXISTING THERMOSTAT SERVING GF-1/CC. SOUTHOLD, NY 11971 BROKEN VOLUME DAMPERS, CLOSED FIRE/SMOKE DAMPERS, ETC.). 6. MEASURE AND REPORT OVERALL SYSTEM FINAL CONDITIONS (NUMBER OF COMPRESSORS OPERATING, ALARMS PRESENT, ETC.) I JRS ARCHITECT P. C. 7. INITIAL AIR SURVEY TO INCLUDE THE FOLLOWING: 7.1. GF-1/CC AND GF-2/CC: 181 East Jericho Turnpike, Mineola, NY 11501-2032 7.1.1. MEASURE AND REPORT THE FOLLOWING FOR EACH AIR HANDLING UNIT: Tel:516-294-1666 Fax:516-294-1669 7.1.1.1. ALL MOTOR NAMEPLATE INFO (HP, VOLTS, PHASE, FRAME, SF, ETC.) Princeton, NJ 7.1.1.2. FAN BELT SIZE(S) & QUANTITY OF EACH Tel:609-688-9100 Fax:609-688-9060 7.1.1.3. PULLEY SIZE FOR ALL FANS 7.1.1.4. TOTAL AIRFLOW, CFM (SUPPLY AND RETURN) THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 7.1.1.5. FAN SPEED, RPM AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 7.1.1.6. FAN MOTOR SPEED, RPM ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 7.1.1.7. FAN DISCHARGE PRESSURE, INWG ARE PROHIBITED. 7.1.1.8. FAN SUCTION PRESSURE, INWG 7.1.1.9. PRESSURE DROP ACROSS THE FILTERS, INWG 7.1.1.10. OVERALL STATIC PRESSURE, INWG DRAWING TITLE: GROUND FLOOR 7.1.1.11. AMPERAGE READINGS FOR THE SUPPLY FAN MOTOR, AMPS 7.1.1.12. SUPPLY AND RETURN AIR TEMPERATURE DEMOLITION PLAN 8. FINAL SEQUENCE OF OPERATION: 8.1. ONCE ALL BALANCING HAS BEEN COMPLETED, THE FOLLOWING EQUIPMNET SHALL BE LEFT IN OPERATION: DRAWN BY: DN DATE: 7/12/23 8.1.1. TWO (2) A/C UNITS (GF-1/CC AND GF-2/CC.) CHECKED BY: KJH/PEJ SCALE: AS NOTED 9. INCLUDE APPENDICES FOR: 9.1. RAW FIELD DATA TAKEN DURING TESTING. 9.2. SAMPLE CALCULATION SHEET FOR EACH TYPE OF CALCULATION MADE TO CONVERT <�QE t`I�E;'�``z FILE NAME: RAW FIELD DATA INTO FINAL RESULTS (I.E. TRAVERSE READINGS). ,• •� ,� JOI,F,,y j©� 2584MP.DWG 9.3. PROVIDE DRAWING(S) INDICATING WHERE TRAVERSE POINTS AND AIR DEVICE READINGS ,.ram •�,, �' WERE TAKEN. r ''� 0 JRS NUMBER: 22083.00 (D,$, CAM GROUNID FLOOR DEMOLITI 2' 4' $'N PLAN �® �7357`� SHEET NUMBER: 4OF8 va�r-o• M-102.00 GF-3/CC — KEY NOTES X KEY PLAN: 1. FURNISH AND INSTALL NEW INSULATED (R-6) SUPPLY AND OUTSIDE AIR _ DUCTWORK. ROUTE ALL DUCTWORK SHOWN ON PLAN IN PLENUM ABOVE • ELECTRIC METER _ _ � = JI I I I I I I I I I I I I I I IFE �P ROOM I SUSPENDED CEILING WHERE REQUIRED TYP). ® I MECHANICAL ROOM I 2. PROVIDE VOLUME DAMPER AT EACH NEW SUPPLY DUCT TAP (TYP). ST RAGE + I • 3. INSTALL RELOCATED WALL MOUNTED SUPPLY DIFFUSER. PROVIDE VOLUME STORAGE DAMPER AT TAP AND BALANCE TO THE AIRFLOW INDICATED. I � STORAGE ' III STORAGE I I 4. FURNISH AND INSTALL NEW FIRE DAMPER IN SUPPLY AIR DUCT. CORRIDOR ( I ( I 5. ROUTE ONE (1) UNINSULATED COPPER TYPE ACR 1/4" LIQUID AND ONE UP ®- ® ( I I I I I (1) INSULATED 1/2" HOT GAS TYPE ACR REFRIGERANT PIPE FOR FCU-1 AREA OF WORK . RHG KTMRH I RHG 3 I I I TO ASSOCIATED CONDENSING UNIT AT GRADE. - - _ I JANITOR'S I I C T I UP I I o ( z I��L—I �T� l I I 4 0G — — 16x10 _ _ 10x10 CONSULTANTS: —Nr GA GAS GAS GAS GAS AS C S f—t GAS —a�„�> — —GAS--i� ASI GAS U ZZX1 O 60 ^— _— RL RL RL _ _———�— — _ Jacobsen & Horan Engineering, P.C. GAS GAS �gHC�eARHCi--_— ��gH.G— _ _-_ — GAS G S 'A. — GAS — --� O�,SI�GAS GAS 16x10 I I ( 990 South 2nd St. Ronkonkoma, NY 11779 22x10 - - - _ �/ I 0� I I I I — _ — — — I I I ( I O: (631) 580-6100 F: (631) 580-6101 PANTRY www.jhepc.com ( I I ® 500 ( I I JHE Project#: 23-2683 2 II II I RL RL RL RL RL RL �7TORAGE RHG RH RHG RHG RHG RHG �8 ® STAIRS ® I II 5 II II C C II II WARNING: IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. DCELLAR HVAC PLAN COMMENTS: SCALE V414-0' DATE DESCRIPTION 10/4/23 ISSUED FOR BID �- - - - - - -�- - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� KEY NOTES X I I i I 1. FURNISH AND INSTALL NEW INSULATED (R-6) OUTSIDE AIR DUCTWORK. ROUTE DUCTWORK TIGHT TO CEILING. TAP TOP OF DUCT AND ROUTE UP THROUGH ROOF TO ROOF JACK. I I ( 2. FURNISH AND INSTALL LOW LEAK OPPOSED BLADE MOTORIZED ISOLATION DAMPER ON OUTSIDE AIR DUCT. ACTUATOR BASED ON BELIMO, MODEL REVISIONS : AFBUP—S, 24—VOLT. DAMPER SHAFT MUST EXTEND AT LEAST 6 PAST II I I I DUCTWORK TO ENSURE PROPER ACTUATOR MOUNTING. DAMPER TO CLOSE REV. DATE DESCRIPTION I WHEN GF-1/CC IS OFF. 1 1/16/24 REV PER BD - STAIR I 3. FURNISH AND INSTALL NEW UNINSULATED EXHAUST C O ND FLOOR TOILET EXHAUST TOGO GOOSENECK AT ROOF. INCLUDE WIRE UP �� O M 2 MESH SCREEN AT DISCHARGE OF EXHAUST DUCT. I , ( X II ( 4. FURNISH AND INSTALL NEW FIRE DAMPER IN SUPPLY AIR DUCT. I I 80 5. CAP EXISTING SUPPLY AIR DUCT. I I I STORAGE I ® I I CLIENT INFORMATION: I I I OFFI E S O CE F I E I I O F ®ACE Rrst ® 4 I FzF 3U Bank Ll" I D N - 4 , — ® ® ® ® THE FIRST NATIONAL BANK OF LONG ISLAND I I I 5 I I I I I I I FIRST INTERIOR DINNATIONAL BANK OF LONG ISLAND I LAV WC I I I I I SOUTHOLD,NY 1197NIT#11-1 I I I _ - ( L----------- - --- ----�- ILLJ JRS ARCHITECT P. C . ET I OIL M I — — I 181 East Jericho Turnpike, Mineola, NY 11501-2032 1 — — Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ - C _ Tel:609-688-9100 Fax:609-688-9060 I 0 E T �ELOW I I OPEN I TO BELOW — — 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: MEZZANINE & CELLAR I HVAC PLANS I DRAWN BY: DN DATE: 7/12/23 CHECKED BY: KJH/PEJ SCALE: AS NOTED o� FILE NAME: 2584MP.DWG c JRS NUMBER: '. . ay. °C 22083.00 0� 2' 4' 8' „ ` n � 2 MEZZANINE HVAC PLAN � tS� ? 513 SHEET NUMBER: 5 OF 8 SCAM V4!-T-g 1/4" = 1'_0" _ -- M 103.00 KEY PLAN: I I 6 . . ARE00 A OF WORK UP — L 5x10 L2 1__P DN I ® ® WORK ROO CONSULTANTS: - - f�� MEETING Jacobsen & Horan Engineering, P.C. 8 [ ] I 990 South 2nd St. Ronkonkoma, NY 11779 — — — — — — — — — — — — I 0: (631) 580-6100 F. (631) 580-6101 BREAK ROOM TELLER www.jhepc.com I ® ® ® AREA I JHE Project#: 23-2683 11001111 mom 0 O U o � 4 .. a Iz TX Eq ® ® TOILET ROOM (� R— —rl-1r—'— — — • o • 71 `-' II II II II II I ® o ® T T�E�EUEE 1 II II II II (l II I 2 11 UL I IL 1L_11_!I=I T — — —-�) ® __— ( IT 1 WARNING IOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, I� — UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE REM HIS/HER SEAL 3 LINE OF MEZZANINE ABOVE _ _ _ AND THE NOTATION ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND 3 � ATM ROOM THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ® 1 �I 1 PLATFORM — — I AREA _ _ I COMMENTS: I UP n ® — — I DATE DESCRIPTION C1— — I OPEN TO ROOF — — 10/4/23 ISSUED FOR BID DN I C3 \ I UP � Lw ki. (Di I ( 0 REVISIONS : 0 REV. DATE DESCRIPTION ® ® ® ® ® ® ® ® I 1 1/16/24 REV PER BD - STAIR TESTING, ADJUSTING + BALANCING SPECIFICATION KEY NOTES X CLIENT INFORMATION: 1. TESTING, ADJUSTING AND BALANCING: 9. MEASURE AND REPORT OVERALL SYSTEM FINAL CONDITIONS 1.1. PERFORM AIR BALANCE ON: (NUMBER OF COMPRESSORS OPERATING, ALARMS PRESENT, Am 1.1.1. TWO (2) EXISTING A/C SYSTEMS, GF-1/CC AND ETC ) 1. FURNISH AND INSTALL NEW SPLIT DUCTLESS WALL MOUNTED FAN COIL UNIT FCU-1. PUMP 5% GF-2/CC. CONDENSATE FROM FCU-1 IN INSULATED 3/4" TYPE "L" COPPER PIPE TO GUTTER ATY s ��, 10. BALANCING TO INCLUDE THE FOLLOWING: BUILDING EXTERIOR. MAINTAIN AN 1/8" PER FOOT PITCH TOWARD DRAIN DISCHARGE. ROUTENational 2. PROVIDE THE ENGINEER WITH A PDF FILE OF THE 10.1. EXISTING A/C SYSTEMS ADJUSTING AND BALANCING: ONE (1) UNINSULATED COPPER TYPE ACR 1/4" LIQUID AND ONE (1) INSULATED 1/2" HOT BALANCING REPORT FOR REVIEW/APPROVAL. 10.1.1. INDIVIDUALLY BALANCE THE EXISTING A/C SYSTEMS GAS TYPE ACR REFRIGERANT PIPE FOR FCU-1 TO ASSOCIATED CONDENSING UNIT AT GRADE. "� Sank LI" TO THEIR DESIGN AIRFLOWS. 2. FURNISH AND INSTALL WIRED ELECTRONIC PROGRAMMABLE THERMOSTAT PROVIDED BY SPLIT THE FIRST NATIONAL BANK OF LONG ISLAND 3. ALL BALANCING TO BE COMPLETED AND APPROVED PRIOR 10.1.2. MEASURE AND REPORT THE FOLLOWING FOR THE DUCTLESS HVAC UNIT MANUFACTURER. INSTALL AT 5'-0" AFF. COORDINATE FINAL LOCATION TO THE ENGINEERING PUNCH OUT. A/C SYSTEMS: INTERIOR ALTERATION 4. PRIOR TO PERFORMING AIR BALANCE, VERIFY THAT ALL WITH FNBLI. FIRST NATIONAL BANK OF LONG ISLAND PHASE, FRAME, SF, ETC.) 10.1.2.1. ALL MOTOR NAMEPLATE INFO (HP, VOLTS, FIRST MAIN ROAD, UNIT#11-1 FILTERS HAVE BEEN REPLACED TO ENSURE ACCURATE 3. FURNISH AND INSTALL NEW CONDENSING UNIT CU-1 ON 24" STAND. INSTALL NEOPRENE SOUTHOLD, NY 11971 READINGS. 10.1.2.2. FAN BELT SIZE(S) & QUANTITY OF EACH WAFFLE STYLE ISOLATION VIBRATION PADS UNDER EACH BOLT LOCATION. ROUTE ONE (1) 10.1.2.3. PULLEY SIZE FOR ALL FANS (INITIAL & FINAL) UNINSULATED COPPER TYPE ACR 1/4" LIQUID AND ONE (1) INSULATED 1/2" HOT GAS TYPE 5. IT IS THE BALANCER'S RESPONSIBILITY TO IDENTIFY 10.1.2.4. TOTAL AIRFLOW, CFM (SUPPLY AND RETURN) ACR REFRIGERANT PIPE DOWN THROUGH BASEMENT AND UP TO FAN COIL UNIT FCU-1. OBSERVED DEVIATIONS FROM THE CONSTRUCTION DRAWINGS 10.1.2.5. FAN SPEED, RPM ON THE BALANCE REPORT (E.G. CAPPED OR MISSING AIR 10.1.2.6. FAN MOTOR SPEED, RPM 4. FURNISH AND INSTALL NEW BATHROOM EXHAUST FAN AND 6"0 DUCT. ROUTE DUCT FROM I JRS ARCHITECT, P. C. DEVICES, BROKEN VOLUME DAMPERS, CLOSED FIRE/SMOKE 10.1.2.7. FAN DISCHARGE PRESSURE, INWG NEW EXHAUST FAN UP TO GOOSE NECK AT ROOF. DAMPERS, ETC.), 10.1.2.8. FAN SUCTION PRESSURE, INWG 181 East Jericho Turnpike, Mineola, NY 11501-2032 10.1.2.9. PRESSURE DROP ACROSS THE FILTERS, INWG 5. FURNISH AND INSTALL TIME CLOCK FOR NEW TOILET EXHAUST FAN, TX. INSTALL 5'-0" AFF. Tel:516-294-1666 Fax:516-294-1669 6. FINAL VALUE TOLERANCES: 10.1.2.10. OVERALL STATIC PRESSURE, INWG COORDINATE FINAL LOCATION WITH FNBLI. 10.1.2.11. AMPERAGE READINGS FOR THE SUPPLY FAN Princeton, NJ 6.1. AIRFLOW AT EACH AIR DEVICE MOTOR AMPS Te1:609-688-9100 Fax:so9-sss9oso 6.1.1. TO DESIGN AIRFLOW RATE +/— 10%. 10.1.2.12. SUPPLY & RETURN AIR TEMPERATURE 6. FURNISH AND INSTALL NEW INSULATED (R-6) OUTSIDE AIR DUCTWORK. 6.2. AIRFLOW AT DUCT TRAVERSE POINTS 6.2.1. TO DESIGN AIRFLOW RATE +5%. 11. INCLUDE APPENDICES FOR: 7. INSTALL RELOCATED SUPPLY AIR DEVICES. CLEAN AIR DEVICES PRIOR TO REINSTALLATION THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 11.1. RAW FIELD DATA TAKEN DURING TESTING. (NP)• AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 7. BALANCER IS REQUIRED TO COORDINATE WITH THE 11,2, SAMPLE CALCULATION SHEET FOR EACH TYPE OF ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS MECHANICAL CONTRACTOR AND THE EQUIPMENT CALCULATION MADE TO CONVERT RAW FIELD DATA INTO 8. INSTALL RELOCATED RETURN GRILLE. CLEAN AIR DEVICES PRIOR TO REINSTALLATION. MODIFY ARE PROHIBITED. MANUFACTURER TO CHANGE OUT BELTS AND PULLEYS AS FINAL RESULTS (I.E. TRAVERSE READINGS). AND EXTEND RETURN DUCTWORK AS REQUIRED TO CONNECT TO NEW DIFFUSER LOCATION. REQUIRED TO OBTAIN THE FINAL AIRFLOW RATES FROM ALL 11.3. PROVIDE DRAWINGS)/AS—BUILT SHEET METAL SHOP HVAC EQUIPMENT. ALL LABOR AND MATERIALS TO DRAWING TITLE: GROUND FLOOR ACCOMPLISH THIS TASK IS TO BE INCLUDED IN THE DRAWINGS INDICATING WHERE TRAVERSE POINTS AND AIR DEVICE READINGS WERE TAKEN. HVAC PLAN MECHANICAL CONTRACTOR'S BASE BID INCLUDING ANY REQUIRED EQUIPMENT SHUTDOWNS. 8. PERFORM FINAL TEST WITH DAMPERS, GRILLES, AIR DRAWN BY: DN DATE: 7/12/23 DEVICES AND ALL OTHER DEVICES IN THEIR ADJUSTED AND FINAL POSITIONS. CHECKED BY: KJH/PEJ SCALE: AS NOTED OE_NE FILE NAME: 2584MP.DWG JRS NUMBER: 'f 22083.00 p' 2' 4' 8' ,r �' . (D'SCALE GROUND FLOOR HVAC PLAN �� gL� SHEET NUMBER: 6 OF 8 M-104.00 ANGLE IRON FRAME. ALL FOUR SIDES ANGLE IRON TABLE I-BEAM OR BAR JOIST TYP KEY PLAN: FASTENED TO DUCT SLEEVE. SEE TABLE. GALVANIZED 1-1/2" UNISTRUT CHANNEL (TYP) WALL OPENING ANGLE SIZE 1 MIN ON TOP AND BOTTOM LINTEL. UP TO 54" 1-1/2"x1-1/2"x1/8" UNISTRUT PIPE CLAMP ASSEMBLY OR BEAM CLAMP, B-LINE, FIGURE ADJUSTABLE EQ., ® REFRIGERANT/GLYCOL PIPES W/ 63033, MALLEABLE IRON, SIZE TOP OF MAIN DUCT ELBOW RINGS FIRE RATED WALL PARTITION. 55" TO 84" 3"x2"0/16" RUBBER GASKET AT PIPING CONTACT PER MFR. RECOMMENDATIONS. 45' 85" TO 120" 3"x2"x3/16" THREADED RODS SECURED TO PROVIDE CLEARANCE FOR CEILING STRUCTURE AS REQUIRED. //--NEW PIPING & ELECTRICAL THREADED ROD SIZE TO MATE DAMPER EXPANSION ON BOTH NOTE: RETAINING ANGLES MUST LAP P CONDUIT, AS REQUIRED TYP. W/BEAM CLAMP & SUPPORT WGT. SIDES & TOP AS REQUIRED. •STRUCTURAL OPENING 1" OF PIPE, CONTENTS & HANGER EQUAL TO MIN. AND ( )/� REQD BRANCH COVER CORNERS OF OPENINGS. UNISTRUT P1112 PIPE CLAMP, O (3/8" FOR 3" & SMALLER PIPE; ),2"" FOR 4" OR LARGER PIPE). SEAL ALL AROUND- - DUCT DIA MANUFACTURER FURNISHED SLEEVE. 3" �OR EQUAL, ® 3/4 CONDUITS VOLUME DAMPER SEAL ALL S-JOINTS AT MIN DUCT. GENERAL NOTES: • CLEVIS STYLE PIPE HANGER, 0 P • (TYP). BREAKAWAY CONNECTIONS. 3" 1. DAMPER BASED ON RUSKIN, MODEL DIBD2, B-LINE, FIGURE B3100, SIZE PIPES BOOT TAP. MIN. STYLE B. ORNBOTTOM TOP PER PIPE & LOAD. AREA OF WORK 2. FIRE DAMPER TO BE UL555 LABELED FIRE DAMPER FRAME 2 NFPA 90A COMPLIANT & 1-1/2 HR CRATED � �� "-�� UNISTRUT P/1000T 1%" X O FACTORY MOUNTED IN FOR WALL/FLOOR CONSTRUCTION. \� //\� // 1 /8 WITH GREEN FINISH PIPE SLEEVE. OFD 1 DUCT 1-AKE-OFF DETAIL, 3. NFPA APPROVED INSTALLATION DETAILS TO UF BE PART OF SUBMISSION OF FIRE DAMPER SCALE FUSIBLE LINK RATED FOR 50'F FOR APPROVAL, WHICH SHALL MEET NFPA Q EXPANSION BOLTS (TYP.) N'T'� ABOVE MAX. TEMPERATURE OF S STANDARD 90A. OQQQQ CONSULTANTS: SYSTEM. WALL HANGERS MUST NOT DEFORM GUCT SHAPE 4. DETAILS SHOWN ARE FOR FIRE DAMPERS AS REQ'D. TO SUIT Jacobsen & Horan Engineering, P.C. IN HORIZONTAL DUCTWORK. FOR FIRE BREAKAWAY CONNECTION (TYP). DAMPERS IN VERTICAL DUCTWORK, THE NO. OF PIPES & CONDUITS HANGER SPACING 990 South 2nd St. Ronkonkoma, NY11779 DETAIL IS SIMILAR EXCEPT DAMPERS SHALL 0: (631) 580-6100 F: (631) 580-6101 HANGER RODS,WIRES I P FASTEN FIRE DAMPER FRAME TO BE SPRING LOADED. NOTES: MAX. HOR. MAX. VERT. wwwjhe c com OR STRAPS SLEEVE. ACCESS DOOR 5. ACCESS DOOR IS SHOWN IN SIDE OF PIPING MATERIAL SPACING SPACING JHE Project#: 23-2683 INSTALL LABEL ON WALL INDICATING (NOTE 4/5). DUCT; IF FUSIBLE LINK IS MORE LENGTH OF UNISTRUT TO SUIT REQUIRED NO. OF PIPES & CONDUITS. (FT) (FT) FIRE DAMPER. ACCESSIBLE FROM BOTTOM OF DUCT RELOCATE ACCESS DOOR. MAXIMUM SPACING OF UNISTRAT UNISTRUT 6'-0" O.C. COPPER OR COPPER-ALLOY 12 10 PIPE FASTEN TO SLEEVE (TYP). 6. UL APPROVED BREAKAWAY SLIP JOINT ALL PIPING AND CONDUIT CLAMPS AND ASSOCIATED NUTS AND BOLTS SHALL BE STAINLESS STEEL. CONNECTION SHALL BE USED. COPPER COPPER-ALLOY FOR WALL INSTALLATIONS, ALL ELECTRICAL CONDUITS TO BE ABOVE ALL PIPING. T (144 & SMALLER) 6 10 7. FIRE DAMPER FOR DUCT HEIGHT LARGER THAN 24 IN. CAN BE IN AIR STREAM. COPPER OR COPPER-ALLOY 8. THE DETAIL IS FOR GUIDE ONLY. INSTALL TUBING (142" & LARGER) 10 10 FIRE DAMPER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. WARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 3 FIRE DAMPER FOR RATED WALLS DETAIL 4 PIPE HANGING DETAIL ENGINEER, TO ALTER AN REM THIS DRAWING IN ANY WAY. IF REM IS BAND ONE HALF-ROUND ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED BY" FOLLOWED 13Y HIS/HER SIGNATURE AND MAY BE USED IF DUCT KT � KT THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE SHAPE IS MAINTAINED ALTERATION. LOAD RATED THE MINIMUM REINFORCING ANGLE SIZE FOR DUCTWORK COMMENTS: HANGER FASTENERS WITH A DIMENSION OF ITS LONGEST SIDE AND MAXIMUM DATE DESCRIPTION LONGITUDINAL SPACING SHALL: 10/4/23 ISSUED FOR BID 43 TO 48 - 1 1/2"x 1 1/2"x 1/8" ® 60" 49 TO 60 - 1 1/2"x 1 1/2"x 1/8" ® 48" HANGER STRAPS 97 TO 120 - 2 1/" x"x 2"1/1/4" @ 2494 MINIMUM PIPE INSULATION THICKNESS (THICKNESS IN INCHES) 2020 NYSECC TABLE C403.11.3 HANGER SIZES FOR INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (INCHES) FLUID 24"DIA. MAX. RECTANGULAR DUCT TEMPERATURE ERANGE AND CONDUCTIVITY MEAN RATING < 1 1 TO < 1-1/2 1-1/2 TO < 4 4 TO < 8 >- 8 50"DIA. MAX. DUCT SIZE HANGER HORIZONTAL USAGE ('F) BTU *IN./(H*FT2*'F) TEMPERATURE, 'F REVISIONS : MUST CONFORM TO LfkTEST SMACNA HVAC METAL DUCT STANDARDS 1 > 350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 REV. DATE DESCRIPTION UP TO 2 SQFT BAND IRON SUPPORT ANGLE ON NONE OVER 2 SQFT BAND IRON NONE 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 29' 1" x 1/8" 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 OVER 4' WIDE BAND IRON NONE NOTE. OVER 8 SQFT 1" x 1/8" SEE NOTE 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 SELF TAPPING CADIUM PLATED HEX BAND IRON 2 DUCT HANGING DETAIL. HEAD SHEET METAL SCREW STRAPS OVER 10 SQFT 1" x 1/8" SEE NOTE 105-140 0.21-0.28 100 1.0 1.0 1.5 1.5 1.5 SCAM KTA TO BE TIGHT AGAINST DUCT BAND IRON 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 CLIENT INFORMATION: < 40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 }., First SPLIT DUCTLESS AIR-CONDITIONING 1. PIPING INSULATION EXPOSED TO THE WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT °� VNatimonal TI NING UNIT SCHEDULE MAINTENANCE AND WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL PER 2020 NEW Bank LIB YORK STATE ENERGY CONSERVATION CODE SECTION 403.11.3.1. ADHESIVE TAPE SHALL NOT BE PERMITTED. 2. PIPE INSULATION SHALL BE CONTINUOUS EXCEPT WHERE THE PIPING PASSES THROUGH A FRAMING MEMBER. ELECTRICAL DATA 3. REFER TO 2020 NEW YORK STATE ENERGY CONSERVATION CODE SECTION 403.11 FOR ADDITIONAL EXCEPTIONS. THE FIRST NATIONAL BANK OF LONG ISLAND UNIT NO LOCATION CFM CAPACITY ENT. AIR DB/WB SEER WGT DIMENSIONS WxDxH MFG & MODEL NO REMARKS INTERIOR ALTERATION (�F) (BTU/HR, TON) SIZE VOLTS/PH/HZ MCA MAX FUSE (LBS) (IN) FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 35-3/8 x 9-13/16 x MITSUBISHI, CONDENSATE PUMP (GOBI II), SOUTHOLD, NY 11971 425 1 FCU ATM ROOM 320/ 12, 80/67 15.2 208/1/60 1.0 15 29 11-5/8 TPKAOA0121LA10A WIRED WALL-MOUNTED 1 CONTROLLER JRS ARCHITECT P. C. SPLIT DUCTLESS AIR COOLED CONDENSING UNIT SCHEDULE 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-2944666 Fax:516-2941669 CONNECTED COOLING / HEATING PIPE SIZES ELECTRICAL DATA FAN DATA COMPRESSOR DATA WGT DIMENSIONS, WxDxH Princeton, NJ MANUFACTURER, Tel:609-688-9100 Fax:609-688-9060 UNIT NO LOCATION INDOOR UNIT CAPACITY SEER REFRIG SUCTION LIQUID VOLTS/PH/HZ MCA MAX N0 POWER NO POWER (LBS) (IN) MODEL NO, ACCESSORIES (BTU/HR) (IN) (IN) FUSE SIZE (kW) (kW) MEA NO THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 24 FLOOR STAND, FRONT 1. FCU-1 & CU-1 AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 31-13/16 x 1 1-13 16 x CU GRADE FCU 12,000 / 0 15.2 R-41 OA 1/2 1/4 208/1/60 11 28 1 .046 1 _ 92 / MITSUBISHI, (WB-PA4) AND REAR ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 24-13/16 TRUYA0121 KA70NA Wg_RE4 WIND BAFFLES 1.1. A 7-DAY PROGRAMMABLE THERMOSTAT IS USED ARE PROHIBITED. TO MAINTAIN UNIT TEMPERATURE SET POINT. 1.2. COOLING: UPON A CALL FOR COOLING, THE MECHANICAL COOLING WILL BE USED TO SATISFY DRAWING TITLE: DETAILS SCHEDULES AND TEMPERATURE. SEQUENCE OF OPERATIONS FAN SCHEDULE 2. EXHAUST FAN. TX (LOCATION) TIME CLOCK 2.1. EXHAUST AIR FAN TO RUN CONTINUOUSLY MOTOR DURING OCCUPIED HOURS AS SET BY UNIT NO LOCATION SERVICE CFM EXT SP RPM ARRANGEMENT MFR & MODEL NO WGT DIMENSIONS SPECIAL FEATURES TIMECLOCK. DRAWN BY: DN DATE: 7/12/23 (IN WG) HP ENCL V/PH/HZ (LBS) LxWxH (IN) CHECKED BY: KJH/PEJ SCALE: AS NOTED TOILET 14 GREENHECK 13.5 x 10.63 DESIGNER GRILLE, DISCONNECT SWITCH TX TOILET ROOM 54 0.352 900 ODP 115/1/60 CEILING 13 FIELD MOUNTED, GRAVITY OPERATED -'" irFILE NAME: EXHAUST WATT SP-A90 x 9 BACKDRAFT DAMPER ;' 0 tx_6°� �' \ 2584MP DWG JRS NUMBER: 22083.00 �? U C> > x"'yI i.J 5 SCHEDULES 6 SEQUENCE OF OPERATIONS 5 , SCAM MODE �a�A�O, ;,51 � SHEET NUMBER: 7 OF 8 SCAM NODE S `° M-501 .00 1. GENERAL 2.15. FILTERS 5.6. DUCTWORK AND CASINGS KEY PLAN: 1.13. SHOP DRAWINGS 2.15.1. AT THE COMPLETION OF THE JOB AND PRIOR TO THE ACCEPTANCE MEETING, ALL 5.6.1. INSULATE ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS WITH A MINIMUM OF 1.1. SCOPE OF WORK 1.13.1. SUBMIT SHOP DRAWINGS OF ALL REQUIRED EQUIPMENT, AS WELL AS AIR DEVICES, FILTERS, TEMPORARY OR OTHERWISE, SHALL BE CHANGED OUT WITH NEW FILTERS OF R-6 INSULATION WHEN LOCATED IN UNCONDITIONED SPACES AND WITH A MINIMUM OF 1.1.1. WORK UNDER THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIAL, FURNISHED DUCTWORK, PIPING, ACCESSORIES, HANGERS AND SUPPORTS, FILTERS, CONTROLS AND THE SIZE, TYPE AND EFFICIENCY STATED ON THE CONTRACT DRAWINGS. R-8 INSULATION WHEN LOCATED OUTSIDE THE BUILDING. AND INSTALLED .AS IMPLIED BY THE MECHANICAL DRAWINGS. THE WORK IN GENERAL IS WIRING DIAGRAMS, DAMPERS, LOUVERS, BASEBOARD RADIATION AND REFRIG. PIPING. 5.6.2. EXTERIOR SUPPLY & RETURN AIR DUCTS TO BE INSULATED WITH RIGID BOARD (R-8) LISTED AS FOLLOWS: HVAC EQUIPMENT & ACCESSORIES, AIR DISTRIBUTION, OBTAIN WRITTEN REVIEW COMMENTS BEFORE ORDERING OR INSTALLING ANY MATERIAL 2.16. PANS • INSULATION W/ WEATHERPROOF MASTIC COVERING. INSULATION, TESTING, ADJUSTING & BALANCING, PLUMBING, SUPPORT SYSTEMS, OR COMPONENTS. A MINIMUM OF 7 COPIES OF ALL SHOP DRAWINGS ARE TO BE 2.16.1. 4" TALL 20 GA. SS DRIP PAN WITH WELDED SEAMS. CAULKED JOINTS AND/OR MATED 5.6.3. RETURN AIR DUCTS DO NOT HAVE TO BE INSULATED WHERE RUN IN AIR CONDITIONED • VIBRATION ISOLATION AND CONTROLS. SUBMITTED WITH ONE COPY RETURNED TO THE CONTRACTOR. FLAT PANEL SECTIONS ARE NOT ACCEPTABLE. EXTENDED 6" BEYOND FOOTPRINT OF AREAS AND IN HUNG CEILING WITH PLENUM RETURN. DUCTED RETURNS IN PLENUMS 1.1.2. ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES, STANDARDS AND REGULATIONS 1.13.2. REVIEW OF SHOP DRAWINGS IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN UNIT. ROUNDED—OVER TOP EDGE SO THAT NO SHARP EDGES EXIST. MUST BE INSULATED. RELATING OR GOVERNING ANY PORTION OF THIS WORK ARE HEREBY MADE PART OF CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN 5.6.4. SUPPLY DUCTS MUST BE INSULATED THROUGHOUT, UNLESS NOTED OTHERWISE. 2.17. ALL DUCTWORK WITHIN 15FT OF THE FURNACE SHALL BE ACOUSTICALLY LINED. LINING 5.6.5. FRESH AIR INTAKES (INCLUDING DUCTWORK FOR AIR COOLED CONDENSERS) AND THESE SPECIFICATIONS INCLUDING BUT NOT LIMITED TO OSHA, NFPA 90A, SMACNA, IN THE CONTRACT DOCUMENTS. CORRECTIONS, COMMENTS OR OMISSIONS MADE ON ASHRAE, AND NEW YORK STATE MECHANICAL, FIRE, & ENERGY CONSERVATION THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE THE CONTRACTOR FROM SHALL BE NON—COMBUSTIBLE, COATED, ACOUSTIC FIBERGLASS DUCT LINING, APPLIED RETURN DUCTS, WHERE EXPOSED: 1-1/2", 6# DENSITY RIGID BOARD WITH VAPOR CONSTRUCTION (:ODES. COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. APPROVAL ONE—INCH THICK ON ALL FOUR SIDES OF DUCT INTERIOR. DUCT SIZES INDICATED ARE SEAL/ALL SERVICE JACKET, R-6 MINIMUM. • NET FREE SIZE AFTER LINING. INCREASE DUCT SIZES TO ALLOW FOR LINING. OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE 5.6.6. CONDITIONED SUPPLY AIR & RETURN DUCTS, WHERE EXPOSED: 1-1/2", 6# DENSITY • 1.1.3. WHERE CONFLICTS EXIST WITHIN THE CONTRACT DOCUMENTS, REQUEST CLARIFICATION ITEM IS COMPONENT. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS (TO BE 3. TESTING. ADJUSTING & BALANCING (T.A.B.) RIGID BOARD WITH VAPOR SEAL/ALL SERVICE JACKET, R-6 MINIMUM. BASED ON PRIOR TO THE SUBMISSION OF A BID. IF CLARIFICATION IS NOT REQUESTED, PROVIDE CONFIRMED AND CORRELATED AT THE JOBSITE); INFORMATION THAT PERTAINS SOLELY OWENS CORNING SERIES 705 DUCT INSULATION. THE WORK REPRESENTING THE HIGHER COST AND QUALITY. TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, 3.7. ALL BALANCING WORK SHALL BE PERFORMED BY AN INDEPENDENT CONTRACTOR WHO IS 5.6.7. CONDITIONED SUPPLY AIR & RETURN DUCTS, WHERE CONCEALED: 1-1/2" FLEX. AREA OF WORK SEQUENCES AND PROCEDURES OF CONSTRUCTION; COORDINATION OF THE WORK OF A MEMBER IN GOOD STANDING OF EITHER ASSOCIATED AIR BALANCE COUNCIL OR OTHER FIBERGLASS BLANKET W/VAPOR SEAL/ALL SERVICE JACKET, R-6 MINIMUM. 1.2. EXAMINATION OF EXISTING CONDITIONS ALL TRADES; AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY NATIONALLY RECOGNIZED BODY. BALANCING SHALL NOT BEGIN UNTIL HVAC SYSTEM 1.2.1. VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AND/OR PRESENT MANNER. INSTALLATION IS COMPLETE AND FULLY OPERATIONAL. 6. ELECTRICAL ACCESSORIES WORK BUILDINGS AFFECTED BY THIS WORK SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES ASSOCIATED WITH THE EXECUTION OF THE WORK, 1.14. AS—BUILT DRAWINGS 3.8. THE SUBCONTRACTOR SHALL TEST, ADJUST AND BALANCE AIR MOVING AND WATER 6.1. MOTORS FOR DAMPERS, FANS AND AIR CONDITIONING WORK SHALL BE FURNISHED AND BEFORE SUBMITTING PROPOSALS. 1.14.1. FURNISH "AS—BUILT" DRAWINGS AS PART OF THE WORK OF THIS SECTION, EQUIPMENT AND DISTRIBUTION SYSTEMS TO THE QUANTITIES INDICATED ON THE DRAWINGS INSTALLED BY THIS CONTRACTOR. MOTORS SHALL BE OF THE PROPER TYPES AND CONSISTING OF A COMPLETE SET OF MYLAR/SEPIA TRANSPARENCIES AND TWO BLUE AND SUBMIT A CERTIFIED REPORT INCLUDING: RECORDED RPMs, GPMs, CFMs, SUPPLY & CAPACITIES FOR THEIR RESPECTIVE SERVICES. 1.2.2. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED EVIDENCE THAT SUCH LINE COPIES. INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD RETURN TEMPERATURES AND STATIC PRESSURES AND FAN MOTOR AND AIR OUTLET DATA. EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT, OR OF ALL REVISIONS TO THE ORIGINAL DESIGN OF THE WORK. 6.2. ELECTRIC SERVICE LINES TO MOTOR CIRCUIT SWITCHES AND STARTERS WILL BE MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE 3.9. T.A.B. WORK SHALL INCLUDE ANY CHANGES TO PULLEYS, BELTS AND/OR THE ADDITION FURNISHED AND INSTALLED UNDER ANOTHER SECTION. CONSULTANTS: BEEN FORESEEN HAD SUCH EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. 1.15. OPERATING AND MAINTENANCE MANUALS OF ANY DAMPERS/BALANCING VALVES NECESSARY FOR CORRECT BALANCE AT NO Jacobsen & Horan Engineering, P.C. 1 1.15.1. ON COMPLETION AND ACCEPTANCE OF THE WORK, FURNISH TO THE ENGINEER FOR ADDITIONAL COST TO OWNER. 1. . TIME AND MANNER OF EXECUTION OF WORK3.1. ALL WORK SHALT_ BE DONE AS EXPEDITIOUSLY AS POSSIBLE AND IN SUCH A MANNER 7. ACTUATORS REVIEW 5 COPIES OF WRITTEN INSTRUCTIONS ON THE PROPER OPERATION AND 990 South 2nd St. Ronkonkoma, NY 11779 MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER THIS SECTION, 3.10. T.A.B. WORK SHALL NOT BE PERFORMED WITHOUT PRIOR NOTIFICATION OF ENGINEER & O: (631) 580-6100 F. (631) 580-6101 TENANT NANT OR OWNER.NOT TO OWNS INTERFERENCE OR INTERRUPTION TO THE BUSINESS OF THE CONTAINING: OWNER'S REPRESENTATIVE ONE OF WHICH SHALL BE PRESENT. WORK PERFORMED 7.1. ELECTRONIC DIRECT—COUPLED (OVER SHAFT) ACTUATION SHALL BE PROVIDED. TER. SUBMIT SCHEDULE FOR REVIEW AND APPROVAL. THE 1.15.2. MANUFACTURER'S MECHANICAL EQUIPMENT PARTS LIST OF ALL FUNCTIONAL www.jhepc.com SUBCONTRACTOR SHALL NOT OBSTRUCT ENTRANCES OR PASSAGES ON THE OWNER'S COMPONENTS OF THE SYSTEM LISTED ON THE EQUIPMENT SCHEDULES, DRAWINGS, WITHOUT DESIGNATED REPRESENTATIVE PRESENT MAY, AT THE ENGINEERS DISCRETION, BE 7.2. THE ACTUATOR SHALL HAVE ELECTRONIC OVERLOAD OR DIGITAL ROTATION SENSING PREMISES. CONTROL & WIRING DIAGRAMS. LIST SHALL GIVE SYSTEM NUMBER, UNIT NUMBER, REQUIRED TO BE RE—PERFORMED. FIVE COPIES OF THE REPORT SHALL BE SUBMITTED TO THE PROJECT ENGINEER. JHE Project#: 23-2683 CIRCUITRY TO PREVENT DAMAGE TO THE ACTUATOR THROUGHOUT THE ENTIRE ROTATION 1.3.2. TRANSPORTATION OF MATERIAL INTO AND THROUGH THE BUILDING WILL BE SUBJECT MANUFACTURER'S MODEL NUMBER, AND MANUFACTURER'S DRAWING NUMBER. OF THE ACTUATOR. MECHANICAL END SWITCHES OR MAGNETIC CLUTCH TO DEACTIVATE THE TO REVIEW AND APPROVAL OF THE TENANT OR OWNER AND MAY BE LIMITED TO 1.15.3. CLEAN COPY OF EACH FULLY PROCESSED SHOP DRAWING. 4. PIPING & RELATED WORK ACTUATOR AT THE END OF ROTATION ARE NOT ACCEPTABLE. RESTRICTED TIMES OUTSIDE OF NORMAL BUSINESS HOURS. 1.4. GENERAL SCOPE OF WORK 2. DUCTWORK & ACCESSORIES 4.1. EXCEPT AS OTHERWISE NOTED, ALL HVAC PIPING SHALL BE STANDARD WEIGHT STEEL PIPE 7.3. FOR POWER—FAILURE/SAFETY APPLICATIONS, AN INTERNAL MECHANICAL SPRING RETURN 1.4.1. THESE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO INCLUDE THE COMPLETE WITH 150 PSIG CAST IRON SCREWED FITTINGS AND FLANGES THROUGH 2-1/2" AND BUTT MECHANISM SHALL BE BUILT INTO THE ACTUATOR HOUSING. NON—MECHANICAL FORMS OF INSTALLATION OF ALL WORK SPECIFIED AND SHOWN ON THE DRAWINGS, INCLUDING 2.1. ALL DUCTWORK, EXCEPT WHERE SPECIFICALLY NOTED, SHALL BE CONSTRUCTED OF NEW WELDED FITTINGS AND WELDING NECK FLANGES FOR 3" AND ABOVE. FAIL—SAFE OPERATION ARE NOT ACCEPTABLE. BUT NOT LIMITED TO THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, G-60 COATED GALVANIZED STEEL OF LOCK—FORMING GRADE IN ACCORDANCE WITH THERECOMMENDATIONS LISTED IN THE CURRENT EDITION OF SMACNA's: "HVAC DUCT 7.4. ALL SPRING RETURN ACTUATORS SHALL BE CAPABLE OF BOTH CLOCKWISE OR TRANSPORTATION;, AND STORAGE. THE DRAWINGS INDICATE SIZES AND GENERAL CONSTRUCTION STANDARDS, METAL AND FLEXIBLE" 4.2. HVAC: ALL PIPES 1-1/2" IN DIAMETER AND LARGER, SHALL HAVE THEIR FINAL COUNTER—CLOCKWISE SPRING RETURN OPERATION BY SIMPLY CHANGING THE MOUNTING . LOCATIONS OF WORK. SCALED DIMENSIONS ARE NOT TO BE USED. ANY DIMENSIONS CONNECTIONS TO APPARATUS MADE WITH COMPANION FLANGES. PIPE SMALLER THAN ORIENTATION. NOT SHOWN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT 1-1/2" IN DIAMETER SHALL BE CONNECTED WITH SCREWED GROUND JOINT UNIONS. LOCATIONS, HEIGHTS, DOOR SWINGS, MOUNTING HEIGHTS, ETC., REFER TO 2.2. ALL DUCTWORK SHALL BE CONSTRUCTED AS 1" MINIMUM PRESSURE CLASSIFICATION INSTALL LINE SIZE MANUAL VALVES AT EACH INLET AND OUTLET OF EACH PIECE OF 7.5. PROPORTIONAL ACTUATORS SHALL ACCEPT A 0 TO 10 VDC OR 0 TO 20 mA CONTROL ARCHITECTURAL DRAWINGS. UNLESS NOTED OTHERWISE. ALL SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE EQUIPMENT. INPUT AND PROVIDE A 2 TO 10 VDC OR 4 TO 20 mA OPERATING RANGE. ALL 1.4.2. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL NEW MATERIALS AND SHALL DIMENSIONS. SUPPORTS, FASTENERS AND ACCESSORIES SHALL BE GALVANIZED STEEL. ACTUATORS SHALL PROVIDE A 2 TO 10 VDC POSITION FEEDBACK SIGNAL. �rea��: REMOVE OR RELOCATE ALL MATERIALS AS NOTED ON THE DRAWINGS. BASED ON , , U IS A VIOLATION OF NEW YDIR STATE EDUCATION LAW FOR ANY PERSON, 4.3. COLD HOT, MAKE—UP WATER AND CONDENSATE DRAIN PIPING SHALL BE TYPE L UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL OWNERS APPROVAL ALL EQUIPMENT REMOVED SHALL BE DISPOSED OF BY THE 2.3. ALL DUCTWORK SHALL BE SEALED AIRTIGHT PER SEAL CLASS 'C'. ' ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS COPPER TUBING WITH WROUGHT OR CAST COPPER SOLDER FITTINGS. JOINTS SHALL BE 7.6. ALL 24 VAC/VDC ACTUATORS SHALL OPERATE ON CLASS 2 WIRING AND SHALL NOT ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL SUBCONTRACTOR. MADE WITH 95/5 TIN ANTIMONY SOLDER. SOFT TEMPER TYPE 'K' COPPER TUBING SHALL REQUIRE MORE THAN 10 VA FOR AC OR MORE THAN 8 WATTS FOR DC APPLICATIONS. AND THE NOTATION ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND 2.4. UNLESS NOTED OTHERWISE, CLINCH COLLARS, OR BOOT TAPS, ARE TO BE INSTALLED AT BE USED ON ALL UNDERGROUND OR BURIED PIPING. ACTUATORS OPERATING ON 120 VAC POWER SHALL NOT REQUIRE MORE THAN 10 VA. THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE 1.5. GUARANTEE THE TAP POINT FOR ALL DUCT TAKE—OFFS, BRANCHES AND GRILLES. ALTERATION. 1.5.1. ALL WORK SHALL_ BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR ACTUATORS OPERATING ON 230 VAC POWER SHALL NOT REQUIRE MORE THAN 11VA. FROM DATE OF FINAL ACCEPTANCE OF THE INSTALLATION AND ANY PORTIONS OF THE 2.5. MANUAL VOLUME DAMPERS (VD) TUBING REFRIGERANT & GLYCOL PIPING SHALL BE HARD DRAWN TYPE 'L' OR 'ACR' COPPER WORK WHICH DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR 2.5.1. ALL BRANCHES AND TAKE—OFFS SHALL BE EQUIPPED W TUBING WITH WROUGHT COPPER FITTINGS JOINED BY BRAZING USING FILLER METALS 7.7. ALL NON—SPRING RETURN ACTUATORS SHALL HAVE AN EXTERNAL MANUAL GEAR RELEASE COMMENTS: REPAIRED IN A MANNER SATISFACTORY TO THE TENANT OR OWNER. / MANUAL VOLUME DAMPERS MEETING AWS A5.8 SPECIFICATION. ALL ELLS SHALL HAVE LONG RADIUS SWEEP. PROVIDE TO ALLOW MANUAL POSITIONING OF THE DAMPER WHEN THE ACTUATOR IS NOT POWERED. OF THE SAME MATERIAL AS THE DUCT IN WHICH THEY ARE INSTALLED. MANUFACTURER RECOMMENDED ACCESSORIES, PITCH SUCTION GAS PIPING TOWARD SPRING RETURN ACTUATORS WITH MORE THAN 60 IN.—LB. TORQUE CAPACITY SHALL HAVE DATE DESCRIPTION 1.5.2. ALL COMPRESSORS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF FIVE 2.5.2. DUCTS UP TO 8" HIGH OR LESS SHALL HAVE SINGLE BLADE DAMPERS, DUCTS OVER COMPRESSOR. A MANUAL CRANK FOR THIS PURPOSE. YEARS FROM DATE OF FINAL ACCEPTANCE OF THE INSTALLATION. ANY DEFECTS OF 8" HIGH SHALL HAVE OPPOSED ACTION MULTIBLADE VOLUME DAMPERS. 10/4/23 ISSUED FOR BID THE COMPRESSOR WHICH DEVELOP DURING THAT TIME SHALL BE REPLACED OR 2.5.3. ALL VOLUME DAMPERS SHALL HAVE LOCKING QUADRANT HANDLES. WHERE DUCTS ARE 4.5. SOIL, WASTE AND VENT PIPING WITHIN BUILDING SHALL BE "NO—HUB" CAST IRON WITH 7.8. ALL MODULATING ACTUATORS SHALL HAVE AN EXTERNAL, BUILT—IN SWITCH TO ALLOW THE REPAIRED IN A MANNER SATISFACTORY TO THE TENANT OR OWNER. INSULATED PROVIDE A STANDOFF BRACKET AND EXTENDED PIN FOR HANDLE "NO—HUB" FITTINGS. JOINTS SHALL BE MADE WITH ELASTOMERIC COLLARS SECURED BY REVERSING OF DIRECTION OF ROTATION. 1.6. PERMITS AND CERTIFICATES MOUNTING BEYOND INSULATION. STAINLESS STEEL BANDS AND CLAMPS, AS MANUFACTURED BY CLAMP—ALL "125" OR 1.6.1. GIVE NECESSARY NOTICES, FILE DRAWINGS AND SPECIFICATIONS WITH THE 2.5.4. PROVIDE A 1000 REMOVABLE ACCESS DOOR WHERE VOLUME DAMPER IS INDICATED HUSKY 4000". SANITARY DRAINAGE PIPING UNDER GRADE LEVEL SLAB SHALL BE 7.9. ACTUATORS SHALL BE PROVIDED WITH A CONDUIT FITTING AND A MINIMUM THREE—FOOT DEPARTMENTS HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY TO ON PLAN FOR SERVICEABILITY. EXTRA—HEAVY CAS- IRON -SOIL PIPE AND FITTINGS. JOINTS SHALL BE MADE BY ELECTRICAL CABLE & SHALL BE PRE—WIRED TO ELIMINATE THE NECESSITY OF OPENING PERFORM THIS WORK, AND PAY ALL FEES THEREFORE. COMPRESSION OF A MOLDED RING OF ELASTOMERIC MATERIAL. THE ACTUATOR HOUSING TO MAKE ELECTRICAL CONNECTIONS. 1.6.2. ARRANGE FOR INSPECTIONS AND TESTS OF ANY OR ALL PARTS OF THE WORK AS 2.6. AUTOMATIC CONTROL DAMPERS (ACID) REQUIRED BY AUTHORITIES OR UTILITY COMPANIES HAVING JURISDICTION AND PAY ALL 2.6.1. AUTOMATIC DAMPERS SHALL BE LOW LEAK OPPOSED BLADE STYLE. 4.6. ALL PIPES SHALL BE SUPPORTED AT PROPER INTERVALS SO THAT DEFLECTION WILL NOT 7.10. ACTUATORS SHALL BE UNDERWRITERS LABORATORIES STANDARD 873 LISTED AS MEETING 2.6.2. DAMPERS SHALL BE OF GALVANIZED STEEL CONSTRUCTION. CORRECT SAFETY REQUIREMENTS AND RECOGNIZED INDUSTRY STANDARDS. FEES OR CHARGES FOR SAME. 2.6.3. BLADES SHALL BE OF THE TRIPLE GROOVE OR DOUBLE SKIN AIRFOIL TYPE. BLADE EXCEED 1/8 INCH, ON PIPING WHERE A VAPOR BARRIER IS USED, HANGERS SHALL BE INSTALLED ON THE OUTSIDE OF THE INSULATION WITH A METAL SHIELD TO PROTECT THE EDGE SEALS SHALL BE OF EXTRUDED VINYL, SILICONE OR INFLATABLE PVC COATED 7.11. ACTUATORS SHALL BE DESIGNED FOR A MINIMUM OF 60,000 FULL STROKE CYCLES AT 1.7.1. INFORM THE TENANT OR OWNER OF ANY WORK OR MATERIALS WHICH VIOLATES ANY 1.7. LAWS AND ORDINANCES INSULATION. ON OTHER LINES HANGER SHALL BE INSTALLED IN DIRECT CONTACT WITH POLYESTER. THE ACTUATOR'S RATED TORQUE AND SHALL HAVE A 2—YEAR MANUFACTURER'S REVISIONS : OF THE APPLICABLE2.6.4. BEARINGS SHALL BE STAINLESS STEEL OR SYNTHETICALLY MOLDED. AXLES SHALL BE PIPING. WARRANTY, STATING FROM THE DATE OF INSTALLATION. MANUFACTURER SHALL BE IS09001 LAWS AND REGULATIONS BEFORE PROCEEDING WITH THE WORK. STEEL HEXAGONALLY SHAPED. 4.7. PROVIDE DIELECTRI;, FITTINGS AT ALL PIPE CONNECTIONS WHERE DISSIMILAR METALS CERTIFIED. ACTUATORS SHALL BE AS MANUFACTURED BY BELIMO, TRANS, ANDOVER OR REV. DATE DESCRIPTION 1.8. STANDARDS INTERFACE. APPROVED EQUAL. 1.8.1. MATERIALS SPECIFIED BY REFERENCE TO A SPECIFIC STANDARD SUCH AS THE 2.7. MANUAL CONTROL DAMPER (MCD) AMERICAN SOCIETY OF TESTING MATERIALS, UNDERWRITERS' LABORATORIES, AMERICAN 2.7.1. MANUAL CONTROL DAMPERS SHALL BE LOW LEAK OPPOSED BLADE STYLE. 4.8. PROVIDE ANCHORS & EXPANSION LOOPS TO ACCOUNT FOR PIPE EXPANSION. 7.12. AMOUNT OF ACTUATORS TO BE COORDINATED IN FIELD. NATIONAL STANDARDS INSTITUTE, FEDERAL SPECIFICATIONS, A TRADE ASSOCIATION 2.7.2. DAMPERS SHALL BE THE SAME MATERIAL AS THE DUCT IN WHICH THEY ARE INSTALLED. STANDARD, OR OTHER SIMILAR STANDARD SHALL COMPLY WITH THE REQUIREMENTS OF 4.9. INTERIOR HOSE BIBBS SHALL BE PROVIDED WITH KEYED STOP & WITH VACUUM BREAKER. 2.7.3. BLADES SHALL BE OF THE TRIPLE GROOVE OR DOUBLE SKIN AIRFOIL TYPE. BLADE THE LATEST REVISION THEREOF IN EFFECT AT THE TIME OF BIDDING, EXCEPT AS EDGE SEALS SHALL BE OF EXTRUDED VINYL, SILICONE OR INFLATABLE PVC COATED PROVIDE A MINIMUM OF ONE BIBB WHEREVER THERE IS A FLOOR DRAIN. THIS DRAWING IS SCHEMATIC IN NATURE. FINAL LIMITED BY TYPE, CLASS OR GRADE, OR MODIFIED IN SUCH REFERENCE. POLYESTER. ROUTING OF PIPING NAD WIRING SHALL BE 1.8.2. ALL MATERIALS, (EQUIPMENT AND APPARATUS SHALL BE ELECTRICAL TESTING 4.10. FLOOR DRAIN SHALL BE JAY R. SMITH #DX2312TB W/ C.I. BODY & NICKEL BRONZE DIAGRAM G LABORATORIES OR UNDERWRITERS' LABORATORIES LISTED OR LABELED FOR ALL ITEMS 2.7.4. BEARINGS SHALL BE STAINLESS STEEL OR SYNTHETICALLY MOLDED. AXLES SHALL BE ADJUSTABLE 8-1 2" ROUND TOP STRAINER W/ 3/4" GRATE, 3" OUTLET LION. CONT.No PAGE DETERMINED IG THE INSTALLING CONTRACTOR WHERE SUCH LISTING OR LABELING IS AVAILABLE. ITEMS WHICH ARE NOT LISTED OR STEEL HEXAGONALLY SHAPED. / AND/OR DESIGNER OF RECORD. LABELED WILL NOT BE ACCEPTED IF LISTED OR LABELED EQUIPMENT CAN BE 2.8. WHEN FLEXIBLE AIR DUCTS ARE INDICATED ON DRAWINGS, BETWEEN SUPPLY DUCT AND 4.11. PRIOR TO FILLING, ALL PIPING SHALL BE PRESSURE TESTED TO 1.5 TIMES ITS WORKING ADDITIONAL REFRIGERANT CHARGE IS NEEDED OBTAINED FROM .ANOTHER ACCEPTABLE MANUFACTURER. EACH COMPONENT OF PRESSURE OR 125 PSIG, WHICHEVER IS LARGER. PRESSURE SHALL HOLD FOR A — — PIPE AIR DEVICE THEY SHALL NOT EXCEED 5 FEET IN LENGTH. SUCH CONNECTORS SHALL BE DEPENDING ON THE SIZE AND LENGTH OF ASSEMBLIES SHALL BE LISTED BY THE LABORATORIES AS A "RECOGNIZED CLASS 2 AND SEALED WITH 3M COMPANY 800 SEALANT AND CLAMPED WITH "IDEAL" TYPE TWO—HOUR PERIOD WITH ZERO PRESSURE LOSS. TEST SHALL BE WITNESSED BY EXTENDED PIPING. PLEASE REFER THE AMOUNT OF CLIENT INFORMATION: COMPONENT." COMPONENTS NOT SO LISTED OR MARKED WILL NOT BE ACCEPTED IF ARCHITECT, ENGINEER OR BUILDING WATCH ENGINEER. PIPING AND CONTROLS 52 STAINLESS STEEL CLAMPS. PRE—CHARGE AND THE FORMULA OF CALCULATION LISTED OR MARKEED COMPONENTS ARE AVAILABLE FROM ANOTHER MANUFACTURER. ALL 4.11.1. REFRIGERANT SUCTION PIPING: PRESSURE TEST PIPING SYSTEM TO 425 PSIG. SYMBOL LIQUID4PIPE G1 S2 PIPE SIZE EQUIPMENT MUST HAVE MEA APPROVAL. 4.11.2. REFRIGERANT LIQUID PIPING: PRESSURE TEST PIPING SYSTEM TO 250 PSIG. Pi WHICH IS MENTIONED ON THE DATA BOOK. 2.9. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO STRUCTURAL STEEL ABOVE AT gOL MODEL NUMBER 2 2 " Pis rst ALTERING AND PATCHING INTERVALS NOT EXCEEDING 8'-0". INSTALL ADDITIONAL STEEL AS REQUIRED. — 1.25mm(16 AWG) 1.25mm(16 AWG) or more. + 1.9. CUTTING, 4.12. SYSTEM PIPING SHDULD BE FLUSHED FREE OF RESIDUAL CONTAMINANTS BEFORE FILLING. 1.9.1. THE SUBCONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, ALTERING AND n a 2.10. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH SINGLE TURNING VANES ON SIDE RAILS SUBMIT CLEANING PROCEDURE FOR REVIEW. 0.75mm 20 AWG between 0.5mm 24 AWG 2 2 a V" , PATCHING AS REQUIRED FOR THE INSTALLATION OF HIS/HER WORK (UNLESS DIRECTED A MAXIMUM OF 4 INCHES ON CENTER. Diamond System Buller ( 2 ) ( ) Dank LI" OTHERWISE BY G.C.). INCLUDING THE RESTORING OF EXISTING WORK THAT IS 5. INSULATION sw: 5.0.0.107 nd 0.75mm(20 AWG). DAMAGED AND/Of? ALTERED DUE TO REMOVAL WORK. ALL MATERIALS AND 2.11. REGISTERS, GRILLES AND CEILING OUTLETS db: 5.0.0.36 THE FIRST NATIONAL BANK OF LONG ISLAND WORKMANSHIP REQUIRED IN CONNECTION WITH CUTTING, ALTERING AND PATCHING 2.11.3. ALL EXISTING AIR OUTLETS WHICH ARE EXISTING TO STAY OR TO BE REUSED SHALL 5.3. ALL PIPING, DUCTWORK AND EQUIPMENT THAT TRANSMITS OR RECEIVES HEAT, WILL FORM INTERIOR ALTERATION SHALL MATCH THE EXISTING WORK IN EVERY RESPECT. BE CLEANED. CONDENSATION OR SPECIFICALLY STATEDD OTHERWISE. INSULATION SHALL CONFORM TO THE RECOMMENDATIONS 9/27/2023 CITI MULTI FIRST NATIONAL BANK OF LONG ISLAND 1.9.2. PROVIDE AND PLACE REQUIRED SLEEVES, FORMS AND INSERTS BEFORE WALL OR 2.11.4. FURNISH AND INSTALL ALL METAL DIFFUSERS, GRILLES AND REGISTERS AS INDICATED SUBJECT TO FREEZING, SHALL BE INSULATED UNLESS 12:43 PM SYSTEM SCHEMATIC DWG 53345 MAIN ROAD, UNIT#11-1 PARTITIONS ARE BUILT. ON THE CONTRACT DRAWINGS. ALL SIZES, AIR DISTRIBUTION PATTERNS AND AIR OF THE NFPA & SHALL HAVE COMPOSITE FIRE & SMOKE HAZARD RATINGS AS TESTED SOUTHOLD, NY 11971 1.9.3. WHEN IT BECOMES NECESSARY TO CUT FINISHED MATERIALS, SUBMIT TO THE VOLUME CAPACITIES SHALL BE AS SPECIFIED ON THE CONTRACT DRAWINGS. BY PROCEDURE ASTM—E84, NFPA 255 OR UL 723, NOT EXCEEDING: FLAME SPREAD 25, 1 N System 1 ENGINEER, DRAWINGS SHOWING THE WORK REQ'D AND OBTAIN COMMENTS BEFORE 2.11.5. ALL DIFFUSERS AND REGISTERS SHALL BE PRIME COATED STEEL WITH BAKED WHITE SMOKE DEVELOPED 50. 208-230/6OHZ DOING SUCH CUTTING. ENAMEL FINISH, UNLESS OTHERWISE NOTED, FUSE 1.9.4. WHEREVER PIPES, CONDUITS, DUCTS, ETC. PASS THROUGH FINISHED WALLS (OR 2.11.6. ALL CEILING TYPE AIR DIFFUSERS SHALL BE PROVIDED WITH AIR EQUALIZING 5.4. PIPE & FITTING INSULATION WHERE REQUIRED BY THE BUILDING CODE) THE CONTRACTOR SHALL SUPPLY METAL DEFLECTORS, FULLY ADJUSTABLE FOR HORIZONTAL TO VERTICAL AIR FLOW. 5.4.1. REFRIGERANT PIPING: TRUYA0121 KA70NA F-I'J1 J R S ARCHITECT P. C. ESCUTCHEON PLATES ON BOTH SIDES OF THE WALL. 2.11.7. ALL SUPPLY OUTLETS TO BE COVERED INITIALLY WITH TWO LAYERS OF FINE MESH [ODU—A1) CHEESE CLOTH TO TRAP FOREIGN DEBRIS UPON SYSTEM START—UP. ONCE SYSTEM 5.4.1.1.1. SPLIT SYSTEM (AIR COOLED CONDENSER) , 1.9.5. ALL UNUSED PIPING, DUCTWORK, HANGERS, AND SUPPORTS SHALL BE COMPLETELY HAS RUN FOR 8 HOURS CHEESE CLOTH TO BE REMOVED & FILTERS CHANGED 5.4.1.1.1.1. SUCTION: FIBERGLASS WITH ALL SERVICE JACKET. 181 East Jericho Turnpike, Mineola, NY 11501-2032 REMOVED AS SHOWN ON THE DRAWINGS, OR ALL THE WAY BACK TO THE CORE RISER 5.4.1.1.1.2. HOT GAS: FIBERGLASS W ALL SERVICE JACKET ON LINE EXPOSED TO N/A Tel:516-294-1666 Fax:516-2944669 CLOSET, OR BACK TO THE NEAREST ACTIVE BRANCH MAIN AND CAPPED, SEALED WHERE APPLICABLE. ANY SUBSEQUENT WORK TO THE DUCTWORK WILL WARRANT W/ ALL WATERTIGHT, OR ,AIRTIGHT. ALL THE OPENINGS RESULTING SHALL BE PROPERLY REPEATING THIS STEP. OUTDOORS WHEN CONDENSER IS TO OPERATE AT LOW AMBIENT E Princeton NJ PATCHED, SEALED AND FIRE—STOPPED TO MAINTAIN THE ORIGINAL INTEGRITY OF THE CONDITIONS. Tel:609-688-9100 Fax:609-688-9060 PARTITION'S FIRE RATING. 2.12. FLEXIBLE DUCT CONNECTIONS 5.4.1.1.2. SPLIT SYSTEM (AIR COOLED CONDENSING UNIT) 2.12.1. PROVIDE FLEXIBLE CONNECTIONS, WHEREVER DUCTWORK CONNECTS TO VIBRATION 5.4.1.1.2.1. SUCTION: FIBERGLASS WITH ALL SERVICE JACKET. _ 1.10. RELATIONS WITH OTHER TRADES ISOLATED EQUIPMENT, OF NEOPRENE COATED FLAMEPROOF FABRIC CRIMPED INTO 5.4.1.1.2.2. LIQUID: UNINSULATED. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 1.10.1. COORDINATE WORK WITH ALL OTHER TRADES. CONFER WITH ALL OTHER CONTRACTORS DUCT FLANGES FOR ATTACHMENT INTO DUCT AND EQUIPMENT. MAKE JOINT AIRTIGHT. 5.4.1.1.3. SPLIT SYSTEM (HEAT PUMP/HEAT RECOVERY) AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. PROVIDE SUFFICIENT FLEXIBILITY TO ACCOMMODATE ALL REASONABLE MOVEMENT. 5.4.1.1.3.1. SUCTION: FIBERGLASS WITH ALL SERVICE JACKET. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS WHOSE WORK MIGHT AFFECT THIS INSTALLATION, AND ARRANGE ALL PARTS OF THIS 5.4.1.1.3.2. LIQUID: FIBERGLASS WITH ALL SERVICE JACKET. ARE PROHIBITED. WORK AND EQUIPMENT IN PROPER RELATION TO THE WORK AND EQUIPMENT OF i P1 OTHERS, WITH THE BUILDING CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO 2.13. FIRE DAMPERS 5.4.2. HOT & COLD WATER PIPING: ELASTOMERIC INSULATION. THAT IT WILL HARMONIZE IN SERVICE AND APPEARANCE. 2.13.1. PROVIDE FIRE OR FIRE/SMOKE DAMPERS WHERE INDICATED ON DRAWINGS. DAMPERS 5.4.3. CONDENSATE DRAIN PIPING (IN CEILING SPACES I: FIBERGLASS W/ALL SERVICE JACKET DRAWING TITLE: SPECIFICATIONS SHALL BE U.L. LISTED. FIRE DAMPERS SHALL BE OF THE CURTAIN—TYPE WITH BLADES (ELASTOMERIC INSULATION OF COMPARABLE THERMAL CHARACTERISTICS ETC. MAY BE (i 1.11. DAMAGE TO PROPERTY OUT OF THE AIRSTREAM. SUBMITTED FOR APPROVAL). N/A 1.11.1. RESTORE TO ITS ORIGINAL CONDITION, WITHOUT EXTRA PAYMENT, ANY OF THE 2.13.2. PROVIDE ACCESS DOORS LARGE ENOUGH (16"X16" MIN.) TO PERMIT MAINTENANCE 5.4.4. FITTING INSULATION: SAME TYPE AND THICKNESS AS ADJACENT PIPES (LESS JACKET) Gil & DIAGRAM OWNERS PROPERTY THAT BECOMES DAMAGED DUE TO THE NEGLIGENCE OF AND RESETTING OF DEVICES. WHERE APPLICABLE PLACE ACCESS DOORS ON THE WITH ZESTON TYPE PRE—MOLDED PVC JACKETING. TPKAOA0121 LA10A EMPLOYEES OR AGENTS OF THE CONTRACTORS. SUCH REPAIRS SHALL BE ACCEPTABLE LATCH RELEASE AND LINK SIDE OF THE FIRE DAMPER. 5.4.5. FOR INSULATION THICKNESS, REFER TO TABLE ON SCHEDULES SHEET. 22-16-2 AWG TO THE OWNER. DRAWN BY: DN DATE: 7/12/23 2.14. ACCESS DOORS 5.5. APPLY ALL INSULATION TO PIPING, EQUIPMENT, FITTINGS, ETC. IN STRICT ACCORDANCE 1.12. SHUTDOWNS 2.14.1. PROVIDE PRE—MANUFACTURED 22/24 GA. GALV. STEEL ACCESS DOORS WITH WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS SHALL BE SEALED WITH MA CHECKED BY: KJH/PEJ SCALE: AS NOTED 1.12.1. REQUEST FOR SHUTDOWNS MUST BE DELIVERED TO THE MANAGER OF BUILDING CONTINUOUS PIANO—TYPE HINGE & GASKET FOR ALL CONTROL, FIRE, AND SMOKE ADHESIVE TO PROVIDE A CONTINUOUS VAPOR BARRIER JACKET. OUTDOOR PIPING IDU—A1 , OPERATIONS AT LEAST SEVEN 7 WORKING DAYS PRIOR TO THE REQUESTED DAMPERS. SIZE SHALL BE AS INDICATED ON DRAWINGS. MINIMUM SIZE WHEN NOT ( ) " REQUIRING INSULATON SHALL HAVE "OUTDOOR" JACKETING OR PROTECTIVE COATINGS AS '`� FILE NAME: SHUTDOWN AND SHALL BE SUBJECT TO THE FINAL APPROVAL OF THE BUILDING INDICATED SHALL BE 16 X16 . ALL DOORS SHALL HAVE 1 THICK FIBERGLASS RECOMMENDED BY MANUFACTURER. REMARKS ,� 0� I�''(n✓``� MANAGER. INSULATION. 16" & UNDER SHALL SHALL HAVE 1 CAM LOCK, OVER 16" SHALL HAVE Originator: James Hanna � �� JO 1 s, / 2584MP.DWG 2 LOCKS. 4 c .`N !`�r �,. Comments: ..y JRS NUMBER: — LU "�`s r ? 22083.00 2 PIPING AND ? s_, (D,SCALE SPECIFICATIONS WIRING DIAGRAM 0 l � SHEET NUMBER: 8 OF 8 "3 5� � �''�° nr '�� M-601 .00 O�;,•NONE � �� PLUMBING LEGEND NoNEW PIPE WITH DIRECTION OF FLOW CHECK VALVE PLUMBING ABBREVIATIONS KEY PLAN: - - - COLD WATER PIPING � BALL VALVE NOTES: A AMPERES FB FLAT ON BOTTOM NFPA NATIONAL FIRE PROTECTION ASSOCIATION 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. AD ACCESS DOOR FC FLEXIBLE CONNECTION NIC NOT IN CONTRACT • 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. HOT WATER PIPING GATE VALVE 3. (R)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE RELOCATED. AFF ABOVE FINISHED FLOOR FCO FLOOR CLEAN OUT NO NORMALLY OPEN, NUMBER 4. (D)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. AP ACCESS PANEL FD FLOOR DRAIN NPT NATIONAL PIPE THREAD • DEMOLITION TOA INCLUDE ALL PIPING, CONTROLS, HOT WATER RETURN PIPING --{/f- - DOUBLE CHECK VALVE BTU BRITISH THERMAL UNIT FF FINAL FILTER, FROST-FREE NTS NOT TO SCALE SUPPORTS, HANGERS, BASES, ETC. BACK TO SOURCE. -- - - -- BACKFLOW PREVENTER RPZ BTUH BTU PER HOUR FIN FL FINISHED FLOOR OAI OUTISDE AIR INTAKE REDUCED PRESSURE CDR COMMERCIAL DRYER FLA FULL LOAD AMPERES OD OUTSIDE DIAMETER • CENTER LINE SAN SANITARY PIPING ZONE VALVE • --I CF CUBIC FEET FPM FEET PER MINUTE OV OUTLET VELOCITY DIAMETER y FUNNEL DRAIN CHWR CHILLED WATER RETURN FPS FEET PER SECOND PC PLUMBING CONTRACTOR AREA OF WORK GRS GREASE PIPING CHWS CHILLED WATER SUPPLY FT FEET PD PRESSURE DROP CLG CEILING FV FACE VELOCITY PSI POUNDS PER SQUARE INCH POINT OF CONNECTION CAPPED PIPE CO CLEAN OUT G GAS (R) RELOCATE --- - - -- -- -- VENT PIPING CODP CLEAN OUT DECK PLATE GALV GALVANIZED R RISE COND CONDENSATE GC GENERAL CONTRACTOR RD ROUND, ROOF DRAIN POINT OF DISCONNECTION RL REFRIGERANT LIQUID LINE VIBRATION ISOLATOR IN HANGER COWP CLEAN OUT WALL PLATE GPH GALLONS PER HOUR REFR REFRIGERANT CONSULTANTS: CU COPPER GPM GALLONS PER MINUTE RM ROOM ® FLOOR DRAIN / FLOOR SINK IRS REFRIGERANT SUCTION LINE CUFT CUBIC FOOT H HEIGHT RPM REVOLUTIONS PER MINUTE Jacobsen & Horan Engineering, P.C. l CW COLD WATER H&CW HOT AND COLD WATER RPZ REDUCED PRESSURE ZONE DEVICE 990 South 2nd St. Ronkonkoma, NY 11779 PRESSURE RELIEF VALVE CWM COMMERCIAL WASHING MACHINE H&R HOSE & REEL SAN SANITARY O: (631) 580-6100 F: (631) 580-6101 OFF HOSE BIBB RHG REFRIGERANT HOT GAS M CWR CONDENSER WATER RETURN HB HOSE BIBB SD STORM DRAIN www.jhepc.com FF = FROST FREE MOTORIZED OPERATED VALVE JHE Project#: 23-2683 CWS CONDENSER WATER SUPPLY HGT HEIGHT SF, SQFT SQUARE FOOT C CONDENSER WATER SUPPLY (D) DEMOLISH HP HORSEPOWER SH SHOWER FS FLOW SWITCH 3 WAY VALVE D DROP, DRAIN, DEPTH HR HOUR SO SHUT-OFF CR CONDENSER WATER RETURN DB DRY B'JLB HW HOT WATER SK SINK - SECTION DESIGNATION BALANCING VALVE DIA DIAMETER HWR HOT WATER RETURN SP STATIC PRESSURE DMPR DAMPER HZ FREQUENCY SPEC SPECIFICATION CH CHILLED WATER SUPPLY DF DRINKING FOUNTAIN IN INCH OR INCHES SS SERVICE SINK - SHEET NO. WHERE SECTION IS SHOWN DN DOWN IPS IRON PIPE SIZE SST STAINLESS STEEL CHR CHILLED WATER RETURN i Fi BUTTERFLY VALVE DWG DRAWING KW KILOWATT ST SEPTIC TANK DWV DRAIN WASTE VENT KWH KILOWATT-HOUR T THROAT �? IT I WARNING IOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, CLEANOUT, WALL (WCO) & FLOOR (FCO) GAS GAS PIPING IyV GLOBE VALVE DX DIRECT EXPANSION L LENGTH TEMP TEMPERATURE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS (E) EXISTING LAV LAVATORY TYP TYPICAL ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION 'ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND v v EA EACH LBS POUNDS TX TOILET EXHAUST THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE EXISTING PIPING TO BE REMOVED ALTERATION. ---®- METER 131 PLUG VALVE EAT ENTERING AIR TEMPERATURE LDB LEAVING DRY BULB TEMP U URINAL EC ELECTRICAL CONTRACTOR LF LINEAR FEET UON UNLESS OTHERWISE NOTED COMMENTS: ® RADIATOR, STEAM OR HOT WATER FLEXIBLE PIPE CONNECTION EDB ENTERING DRY BULB TEMP LP LEACHING POOL V VOLTS PRESSURE REDUCING VALVE ELEV ELEVATION LPC LOW PRESS CONDENSATE VT VENT DATE DESCRIPTION STRAINER 10/4/23 ISSUED FOR BID PIPE DROP (IN DIRECTION OF FLOW) EL ELECTRIC LPS LOW PRESS STEAM VTR VENT THROUGH ROOF ---►--- THERMOMETER EQ EQUAL LWB LEAVING WET BULB TEMP W WIDTH QT THERMOSTAT PIPE RISE (IN DIRECTION OF FLOW) EWB ENTERING WET BULB LWT LEAVING WATER TEMP W/ WITH EWC ELECTRIC WATER COOLER M METER WB WET BULB ® PUMP PITCH UP IN DIRECTION OF FLOW AIR RELEASE VALVE EWT ENTERING WATER TEMP MAX MAXIMUM WC WATER COLUMN, WATER CLOSET --{i-+- EWH ELECTRIC WATER HEATER MBH THOUSAND BTU PER HOUR WCO WALL CLEAN OUT F FILTER MC MECHANICAL CONTRACTOR WG WATER GAUGE BREAK LINE -D-.- PITCH DOWN IN DIRECTION OF FLOW 'F DEGREES FAHRENHEIT MHP MOTOR HORSEPOWER WMS WIRE MESH SCREEN P-TRAP F&T FLOAT AND THERMOSTATIC MIN MINIMUM WO/ WITHOUT REVISIONS : © PRESSURE GAUGE I -- UNION FA FREE AREA (SQ.FT.) MTR MOTOR REV. DATE DESCRIPTION FAI FRESH AIR INTAKE NC NORMALLY CLOSED GENERAL NOTES 1. DOMESTIC WATER SERVICE 4.5. PROTECT EXPOSED UNDER LAVATORY PIPING AND VALVES WITH MOLDED CLOSED 7.4. TUNNELING CELL ANTI MICROBIAL PROTECTIVE COVERING. COMPLIES WITH THE 2020 NEW 7.4.1. WHERE PIPE IS TO BE INSTALLED BY TUNNELING, JACKING OR A COMBINATION 1.1. DOMESTIC WATER PIPING TO BE TYPE L HARD-DRAWN COPPER TUBE ABOVE YORK STATE ENERGY CONSERVATION CODE. OF BOTH, THE PIPE SHALL BE PROTECTED FROM DAMAGE DURING INSTALLATION GRADE AND TYPE "K" SOFT TEMPER COPPER TUBING BELOW GRADE, COMPLYING AND FROM SUBSEQUENT UNEVEN LOADING. WHERE EARTH TUNNELS ARE USED, WITH TABLES 605.3 AND 605.4 OF THE 2020 NEW YORK STATE PLUMBING CODE. 5. FREEZING ADEQUATE SUPPORTING STRUCTURES SHALL BE PROVIDED TO PREVENT FUTURE 1.2. MALLEABLE IRON, THREADED AND EANDED FITTINGS WILL BE STANDARD WEIGHT AND SETTLING OR CAVI IN ACCORDANCE WITH ASME B16.3. CAST IRON THREADED FITTINGS TO BE 5.1. EXTERIOR WATER SUPPLY PIPING WILL BE INSTALLED NO LESS THAN 6" BELOW THE STANDARD WEIGHT AND IN ACCORDANCE WITH ASME B16.4. CAST IRON FLANGED FROST LINE AND NO LESS THAN 12 INCHES BELOW GRADE, AS PER SECTION 8. TESTING CLIENT INFORMATION: FITTINGS WILL BE STANDARD WEIGHT AND IN ACCORDANCE WITH ASME B16.12. AS 305.4 OF THE 2020 NEW YORK STATE PLUMBING CODE. PER TABLE 605.4 OF THE 2020 NEW YORK STATE PLUMBING CODE. 8.1. DRAINAGE AND VENTFirst 1.3. PUBLIC LAVATORY FAUCET WATER TEMPERATURE TO BE LESS THAN OR EQUAL TO 6. GAS PIPING 8.1.1. WATER TEST - TESTING TO BE DONE AS PER SECTION 312.2 OF THE 2020 Ak, ` 110'F. NEW YORK STATE PLUMBING CODE. p 1.4. TEMPERATURE CONTROLS ON WATER HEATING SYSTEM TO BE LESS THAN OR EQUAL 6.1. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL AND SHALL COMPLY WITH ASME 8.1.2. AIR TEST - TO BE DONE AS PER SECTION 312.3 OF THE 2020 NEW YORK " ' xw I National TO 120'F. INTERNATIONAL FUEL A 53 OR GAS CODE (AS AMENDED).PER SECTION 403 OF THE STATE PLUMBING 8.1.3. FINAL EST- TO CODE. DONE AS PER SECTION 312.4 OF THE 2020 NEW YORK an LIB 2. SANITARY/DRAINAGE 6.2. GAS PIPING 4 INCHES IN DIAMETER AND ABOVE SHALL HAVE WELDED FITTINGS. STATE PLUMBING CODE. STEEL FITTINGS WILL BE FORGED WELDED FITTINGS. COMPLIES WITH SECTION 403 8.2. DOMESTIC WATER THE FIRST NATIONAL BANK OF LONG ISLAND 2.1. SANITARY DRAINAGE PIPING BELOW GROUND TO BE HEAVYWEIGHT CAST IRON SOIL OF THE 2020 NEW YORK STATE FUEL GAS CODE. 8.2.1. TESTING TO BE DONE AS PER SECTION 312.5 OF THE 2020 NEW YORK STATE INTERIOR ALTERATION PIPE. SANITARY DRAINAGE PIPING ABOVE GROUND WILL BE SERVICE WEIGHT CAST 6.3. SLOPE PIPE X" PER 15' MIN. TO PREVENT TRAPS. PLUMBING CODE. FIRST NATIONAL BANK OF LONG ISLAND IRON PIPE OR COPPER PIPE. AS PER TABLES 702.1 AND 702.2 OF 2020 NEW 8.3. STORM DRAINAGE 53345 MAIN ROAD, UNIT#11-1 YORK STATE PLUMBING CODE. 7. TRENCHING, BACKFILLING AND EXCAVATING 8.3.1. TESTING TO BE DONE AS PER SECTION 312.2 OR 312.3 OF 2020 NEW YORK SOUTHOLD, NY 11971 2.2. CAST IRON THREADED DRAINAGE FITTINGS SHALL BE RECESSED PATTERN IN 7.1. BURIED PIPING SHALL BE SUPPORTED THROUGHOUT ITS ENTIRE LENGTH PER STATE PLUMBING CODE. ACCORDANCE WITH ASME 16.12, AS PER TABLE 702.4 OF THE 2020 NEW YORK SECTION 306 OF THE 2020 NEW YORK STATE PLUMBING CODE. 8.4. GAS STATE PLUMBING CODE. 7.2. TRENCHING AND BEDDING\ 8.4.1. TESTING TO BE DONE AS PER SECTION 406 OF THE 2020 NEW YORK STATE 7.2.1. WHERE TRENCHES ARE EXCAVATED SUCH THAT THE BOTTOM OF THE TRENCH FUEL GAS CODE. 3. VENT FORMS THE BED FOR THE PIPE, SOLID AND CONTINUOUS LOAD-BEARING 1U J R S ARCHITECT, P. C. SUPPORT SHALL BE PROVIDED BETWEEN JOINTS. BELL HOLES, HUB HOLES AND 3.1. SANITARY VENT PIPING BELOW GROUND WILL BE HEAVY WEIGHT CAST IRON SOIL COUPLING HOLES SHALL BE PROVIDED AT POINTS WHERE THE PIPE IS JOINED. 181 East Jericho Turnpike, Mineola, NY 11501-2032 PIPE. SANITARY VENT PIPING ABOVE GROUND WILL BE SERVICE WEIGHT CAST IRON SUCH PIPE SHALL NOT BE SUPPORTED ON BLOCKS TO GRADE. Tel:516-294-1666 Fax:516-294-1669 PIPE. AS PER SECTION 902 AND TABLES 702.1 AND 702.2 OF 2015 THE 7.2.1. OVEREXCAVATION- WHERE TRENCHES ARE EXCAVATED BELOW THE INSTALLATION Princeton, N1 INTERNATIONAL PLUMBING CODE. LEVEL OF THE PIPE SUCH THAT THE BOTTOM OF THE TRENCH DOES NOT FORM Tel:609-688-9100 Fax:609-688-9060 THE BED FOR THE PIPE, THE TRENCH SHALL BE BACKFILLED TO THE 4. PIPE INSULATION INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH SAND OR FINE GRAVEL PLACED IN LAYERS NOT GREATER THAN 6 INCHES IN DEPTH AND SUCH THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 4.1. DOMESTIC COLD WATER - INSULATION IS NOT REQUIRED AS PER THE 2020 BACKFILL SHALL BE COMPACTED AFTER EACH PLACEMENT. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ENERGY CONSERVATION CODE SECTION C403.11.3 EXCEPTION 4. HOWEVER, 7.2.2. ROCK REMOVAL- WHERE ROCK IS ENCOUNTERED IN TRENCHING, THE ROCK ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS CONTRACTOR IS TO PROVIDE ONE-HALF INCH THICK INSULATION WITH A VAPOR SHALL BE REMOVED TO NOT LESS THAN 3 INCHES BELOW THE INSTALLATION ARE PROHIBITED. BARRIER JACKET TO PREVENT CONDENSATION. LEVEL OF THE BOTTOM OF THE PIPE, AND THE TRENCH SHALL BE BACKFILLED 4.2. DOMESTIC HOT WATER - PROVIDE ONE INCH THICK INSULATION WITH A VAPOR TO THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH SAND TAMPED BARRIER JACKET. COMPLIES WITH THE 2020 NEW YORK STATE ENERGY IN PLACE SO AS TO PROVIDE UNIFORM LOAD-BEARING SUPPORT FOR THE PIPE DRAWING TITLE: LEGEND, ABBREVIATIONS CONSERVATION CODE TABLE C403.11.3. BETWEEN JOINTS. THE PIPE, INCLUDING THE JOINTS, SHALL NOT REST ON ROCK & NOTES 4.3. VALVES AND FITTINGS - INSULATE EXPOSED VALVES, FITTINGS, STRAINERS, AND AT ANY POINT. FLANGES WITH PRE MOLDED FIBERGLASS FITTINGS OR RADIAL MITERED SEGMENTS 7.2.3. SOFT LOAD-BEARING MATERIALS- IF SOFT MATERIALS OF POOR LOAD-BEARING OF PIPE INSULATION, WIRED OR TAPED ON. OVER INSULATION, APPLY SKIM COAT QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH, STABILIZATION SHALL BE OF INSULATING CEMENT, A COAT OF MASTIC, AND WRAP WITH FIBERGLASS ACHIEVED BY OVEREXCAVATING NOT LESS THAN TWO PIPE DIAMETERS AND REINFORCING CLOTH AND COVER WITH A FINISH MINIMUM 0.013-INCH THICK MAY BACKFILLING TO THE INSTALLATION LEVEL OF THE PIPE WITH FINE GRAVEL, DRAWN BY: DN DATE: 7/12/23 BE USED OVER INSULATION IN LIEU OF ABOVE. CRUSHED STONE OR A CONCRETE FOUNDATION. THE CONCRETE FOUNDATION 4.3.1. INSULATE CONCEALED VALVES WITHIN INCH THINK FIBERGLASS ONE-POUND SHALL BE BEDDED WITH SAND TAMPED INTO PLACE SO AS TO PROVIDE CHECKED BY: KJH/PEJ SCALE: AS NOTED DENSITY INSULATION WIRED OR TAPED ON AND VAPOR SEAL COLD WATER UNIFORM LOAD-BEARING SUPPORT FOR THE PIPE BETWEEN JOINTS. INSULATION. 7.3. BACKFILLING ----•�.. FILE NAME: 4.3.2. INSULATION FOR STRAINERS, EXPANSION JOINTS AND FITTINGS SHALL BE 7.3.1. BACKFILL SHALL BE FREE FROM DISCARDED CONSTRUCTION MATERIAL AND C4� PIEIr!, �.� 2584MP.DWG REMOVABLE A REPLACEABLE WITHOUT DAMAGE. ENCLOSE WITHIN TWO-PIECE, DEBRIS. LOOSE EARTH FREE FROM ROCKS BROKEN CONCRETE AND FROZEN No.18 GAUGE ALUMINUM COVERS FASTENED WITH CADMIUM-PLATED BOLTS AND CHUCKS SHALL BE PLACED IN THE TRENCH IN 6-INCH LAYERS AND TAMPED IN ��' ,by, JOh` d��? NUTS. PLACE UNTIL THE CROWN OF THE PIPE IS COVERED BY 12 INCHES OF TAMPED JRS NUMBER: 4.3.3. COMPLIES WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE. EARTH. THE BACKFILL UNDER AND BESIDE THE PIPE SHALL BE COMPACTED FOR A„ e f ' 22083.00 4.4. ROOF LEADERS WILL BE INSULATED WITH Y2" FIBERGLASS BLANKET WRAP FOR PIPE SUPPORT. BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF r1 ``, (; A ir CONDENSATION CONTROL. COMPLIES WITH THE 2020 NEW YORK STATE ENERGY THE PIPE SO THAT THE PIPE REMAINS ALIGNED. CONSERVATION CODE. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL �� =� -�` �, SHEET NUMBER: 1 OF 4 JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE 573 WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE. A� FESSID�A� P-00 1 .00 KEYNOTES KEY PLAN: _ 1. ROUTE NEW INSULATED TYPE 'L' COPPER DOMESTIC COLD WATER PIPE FROM POINT OF CONNECTION TO EWH AND ALL NEW 3 4 UP PLUMBING FIXTURES. ROUTE INSULATED DOMESTIC HOT WATER 1 PIPES FROM EWH TO ALL PLUMBING FIXTURES. 2 2. FURNISH AND INSTALL ELECTRIC WATER HEATER, EWH. SEE �- INSTALLATION DETAILS AND SCHEDULE. INSTALL PER 41L-- x _ -i- X _ - C MANUFACTURER'S RECOMMENDATIONS. EWH 3. FURNISH AND INSTALL GALVANIZED STEEL DRIP PAN UNDER 4 ELECTRIC WATER HEATER. 00 4. FURNISH AND INSTALL HOT WATER RECIRCULATION PUMP. ROUTE AREA OF WORK v U INSULATED COPPER TYPE "L" DOMESTIC HOT WATER RETURN 1 1 PIPING FROM FURTHEST FIXTURE TO RECIRCULATION PUMP. z 1 z ( 5. ROUTE NEW SANITARY PIPE TO EXISTING SANITARY MAIN (TYP). I-- � < EXISTING SUPPLY AND RETURN DUCT TO BE TEMPORARILY FD REMOVED TO ALLOW FOR THE INSTALLATION OF NEW SANITARY L- L- ( PIPING. U GA --� 1 0GAS a WC O 6. INSTALL CLEANOUTS WHERE INDICATED AND AS REQUIRED BY CONSULTANTS: CODE. ,� I_ —I U Jacobsen & Horan Engineering, P.C. 0 �' �� 990 South 2nd St. Ronkonkoma, NY 11779 5 0: (631) 580-6100 F. (631) 580-6101 o (D o 0 www.jhepc.com JHE Project#: 23-2683 z x Q 3 x z Q 6 o o o to 0 0 _ SAKI - SAN SAN -ilSAN SAN N— - SAN SAN �I WARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL KEY NOTES AND THE NOTATION ALTERED FOLLOWED 8Y HIS/HER SIGNATURE AND X THE DATE OF SUCH ALTERATIONN AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1. DEMOLISH EXISTING DOMESTIC COLD AND HOT WATER PIPES BACK TO POINT OF DISCONNECTION. COMMENTS: 2. DEMOLISH EXISTING HOT WATER HEATER AND ASSOCIATED CONDUIT AND WIRING. DATE DESCRIPTION 3. DEMOLISH EXISTING SANITARY PIPE BACK TO POINT OF DISCONNECTION. 10/4/23 ISSUED FOR BID 4. EXISTING 1" BALL VALVE. PROTECT DURING DEMOLITION AND CONSTRUCTION CELLAR DEMOLITION PLAN 2 CELLAR PLUMBING PLAN sCMR va��r-o� SCALE vaC-r-a KEYNOTES X REVISIONS EEM REV. DATE DESCRIPTION � - -- - - ` ' " --- --- 1. ROUTE SANITARY PIPE THROUGH WALL FROM LAV AND SINK. 1 1/16/24 REV PER BD - STAIR DN — — — — — — _ DN ROUTE SINGLE SANITARY PIPE DOWN THROUGH FLOOR AND CONNECT TO SANITARY PIPE FROM TOILET IN CELLAR. j WOR® WOR® 2. ROUTE TOILET SANITARY PIPE DOWN THROUGH FLOOR AND CONNECT TO SANITARY MAIN. TOILET ROOM MEETING TOILET ROOM MEETING 3. FURNISH AND INSTALL NEW FLOOR DRAIN. INSTALL TRAP _ _ ROOM ROOM PRIMER AT FLOOR DRAIN PER DETAIL (TYP). BREA®OM AREA /ELLERBREAA OM TELLER 4, INSTALL CLEANOUTS WHERE INDICATED AND AS REQUIRED BY ® 1103 CODE. CLIENT INFORMATION: 5. ROUTE NEW SANITARY VENT PIPES FROM NEW PLUMBING — — — — — — — — — — — — — — — — FIXTURES TO NEW SANITARY MAIN VENT PIPE IN WALL. VENTF1w rst PIPING TO INDIVIDUAL FIXTURES NOT SHOWN FOR CLARITY. FD �— ROUTE NEW SANITARY MAIN VENT PIPE UP MEZZANINE TOILETROO NationalSK 4 SK ANDMEXISTING TOI WALL AND LET EXHAUSTUT HFAN DUCTS. REER ROOF ADJACENT OTO EW y Sank Ll- LAV - � 2 SANITARY RISER DIAGRAM FOR VENT PIPE SIZES. WC It- 17 �I-1r1 ^ — —iOR ALTERATION n- R- -Tr -I;—,r-�-—— --i THE FIRST NATIONAL BANK OF LONG ISLAND INTERra TELLER 11 11 11 11 11 �� WCO TELLER 11 (� FIRST INATIONAL BANK OF LONG ISLAND QUEUE 1 11 �� (� 11 (1 II QUEUE 11 11 11 Il II II 53345 MAIN ROAD, UNIT#11-1 II �� 11 �► �� u_ 1L SOUTHOLD, NY 11971 LINE OF MEZZANINE ABOVE I (k- 1 5 LINE OF MEZZANINE ABOVE CD JRS ARCHITECT, P. C. ATM ROO �CD Cl - - ATM R O PLATFORM PLATFORM ® AREA — — I — 181 East Jericho Turnpike, Mineola, NY 11501-2032 — — AREA Tel:516-294-1666 Fax:516-294-1669 ® Princeton, NJ � � � CD Te1:609-688-9100 Fax:609-688-9060 OPEN TO ROOF _ _ OPEN TO ROOF _ _ cc THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND I ( AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. � ( UP CD ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS UP I I ARE PROHIBITED. kom LEMI, rEn VIE31 DRAWING TITLE: CELLAR & GROUND FLOOR = DEMOLITION & PLUMBING PLANS DRAWN BY: DN DATE: 7/12/23 KEYNOTES X CHECKED BY: KJH/PEJ SCALE: AS NOTED 1. ROUTE NEW INSULATED TYPE 'L' COPPER DOMESTIC COLD WATER AND �.-�--- FILE NAME: INSULATED DOMESTIC HOT WATER PIPES TO NEW PLUMBING FIXTURES. MAKE pi- NEI'V`� 2584MP.DWG ALL FINAL CONNECTIONS AT NEW FIXTURE. ; , J011 C?�,\ co JRS NUMBER: 22083.00 3 , lYJ ? Sal} O: GROUND FLOOR PLUMBING PLAN 4 GROUND FLOOR SANITARY PLAN 2' 4' $' �n�r � `' -� SHEET NUMBER: 2 OF 4 SCALE v4' `F T35'T �1'-w 1/4 1 -0 �'�o P-101 .00 KEY PLAN: GALVANIZED 1-1/2" UNISTRUT CHANNEL HOT WATER RECIRCULATING PUMP. BASED ON UNISTRUT PIPE CLAMP ASSEMBLY OR TACO, PLUMB 'n' PLUG, MODEL 006—BC7-2PNP THREADED RODS SECURED TO CEILING EQ. ® REFRIGERANT/GLYCOL PIPES W/ W/ INTEGRAL FLOW CHECK, & 341- SWEAT CONN. • HANGER SPACING STRUCTURE AS REQUIRED. RUBBER GASKET AT PIPING CONTACT AQUASTAT TEMPERATURE CONTROL. BASED NEW PIPING & ELECTRICAL THERMOMETER. ON TACO, MODEL 563-2 SET TEMPERATURE MAX. HOR. MAX. VERT. CONDUIT, AS REQUIRED (TYP.) I TO 104'F. MATERIAL SPACING SPACING O PRESSURE GAUGE. �_ PIPING M HOT WATER RETURN PIPE MINIMUM 18" ABOVE (�) (�-) UNISTRUT P1112 PIPE CLAMP, �� • —OR EQUAL, ® 3/4" CONDUITS JH�TIN' FROM FURTHEST FIXTURES. ROOF. ABS PIPE 4 10 (b) RAP P DRAIN VALVE. RUBBER PIPE FLASHING. COLD WATER SUPPLY T&PRV VALVE. ROOFING FELT ALUMINUM TUBING 10 15 RUN PIPES TOP 6" MIN. F _ & SHEATHING. OR BOTTOM HEAT BRASS PIPE 10 10 5 " TO DISTRIBUTION RAP VACUUM RELIEF VALVE. ROOF DECK WITH UNISTRUT P/1000T 1 /g X O — INSULATION. AREA OF WORK CAST—IRON PIPE (a) 5 15 k, )/k, d AA 1%" WITH GREEN FINISH O FLOW SWITCH. OUT ROOF SHINGLES. I II COPPER OR COPPER—ALLOY 12 10 ELECTRIC PIPE DRAIN COCK. WATER —ANCHOR PIPE TO ROOF DECK OR OQQQQQ EXPANSION BOLTS (TYP.) HEATER _ JOISTS WITH U—BOLT AROUND PIPE COPPER OR COPPER—ALLOY 6 10 T&PRV PIPED TO 3" SCREWED TO DECK OR JOIST. ELDED OR TUBING (1 Y4" & SMALLER) WALL AND ANGLE IRON O AS REQ'D. TO SUIT C ABOVE FLOOR. HUBLESS PIPE CONNECTIONS COPPER OR COPPER—ALLOY NO. OF PIPES & CONDUITS PROVIDE SLEEVE ►F ON CAST IRON PIPE. CONSULTANTS: TUBING (1 Y2" & LARGER) 10 10 REQUIRED BY TYPE NOTES: NOTES' MI ROOF DECK. CROSS—LINKED POLYETHYLENE MINIMUM 12 Jacobsen & Horan Engineering, P.C. (PEX) PIPE 32 10 (b) LENGTH OF UNISTRUT TO SUIT REQUIRED NO. OF PIPES & CONDUITS. 1. WATER HEATER SHALL BE INSTALLED BY PLUMBING CONTRACTOR INCLUDING ALL REQUIRED BELOW ROOF. 990 South 2nd St. Ronkonkoma, NY 11779 —0 O.C. PIPING VALVES, THERMOMETERS & DRAIN PAN. PROVIDE PIPE INCREASER O: (631) 580-6100 F: (631) 580-6101 MAXIMUM SPACING OF SUPPORTS TO BE 6 CROSS—LINKED POLYETHYLENE r " 2. FIELD VERIFY THE EXACT LOCATIONS OF ALL DOMESTIC WATER HEATERS. WHERE REQUIRED TO MAKE www.jhepc.com / ALUMINUM / CROSS—LINKED 32" 4 ALL PIPING AND CONDUIT CLAMPS AND ASSOCIATED NUTS AND BOLTS SHALL BE MINIMUM 3" VENT THRU ROOF. JHE Project#: 23-2683 POLYETHYLENE (PEX—AL—PEX) STAINLESS STEEL WITH RUBBER GASKET. O ELECTRIC WATER HEATER DETAIL REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR CPVC PIPE OR TUBING, 1" & FOR WALL INSTALLATIONS, ALL ELECTRICAL CONDUITS TO BE ABOVE ALL PIPING. MINIMUM TEN FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR SMALLER 3 10 (b) SCALE KTA INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE Y2" FIBERGLASS INSULATION WITH ALL—SERVICE JACKET ON VENT PIPE CPVC PIPE OR TUBING, 1 Y4" 4 10 (b) INSIDE BUILDING, WITHIN TEN FEET OF VENT THRU ROOF LOCATION. AT & LARGER WOOD RAFTER/BEAM (TYP). BELLOWS TYPE WATER HAMMER, CONTRACTOR'S OPTION, HE/SHE MAY USE A NEOPRENE OR FLEXIBLE STEEL PIPE 12 15 ANGLE CLIP, B—LINE, FIGURE ARRESTOR, JAY R. SMITH, FIGURE NO. PVC ROOFING LING CLAMPED TO FLASHING AND COUNTER FLASHING WITH B3060, MALLEABLE IRON, SIZE 5020 (TYP FOR H&CW). LEAD PIPE CONT. 4 PER MFR. RECOMMENDATIONS. * AS PER SECTION 903 OF THE 2020 NEW YORK STATE PLUMBING CODE POLYETHYLENE OF RAISED 3211 10 (b) THREADED ROD SIZE TO MATE TEMPERATURE (PE—RT;) PIPE W/BEAM CLAMP & SUPPORT WGT. 4 VENT THRU PITCHED ROOF DETAIL, R I�S�A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, POLYETHYLENE / ALUMINUM / OF PIPE, CONTENTS & HANGER LAVATORY, WALL—MOUNTED (TYP).--" UNLESS ACTING UNDER THE DIRECTION OF A LICENSED WAY. IF A AL POLYETHYLENE (PE—AL.—PE) 32" 4 (%" FOR 3" & SMALLER PIPE; Y2" 9CAI.E KTA ENGINEER, TO ALTER AN ITEM EE THIS DRAWING IN ANY WAY. IF AN ITEM IS PIPE FOR 4" OR LARGER PIPE). ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE REM HIS/HER SEAL „ AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PVC PIPE 4 10 (b) CLEVIS STYLE PIPE HANGER, B—LINE, PRIME—EZE WATER SAVER TRAP PRIMER, !X STAINLESS STEEL DRAINAGE 10 10 (b) FIGURE B3100, SIZE JAY R. SMITH, FIGURE N0. 2698. COMMENTS: SYSTEMS PER PIPE & LOAD. WALL ESCUTCHEON. DATE DESCRIPTION * AS PER SECTION 308.5 OF THE 2020 NEW YORK STATE PLUMBING PIPE Y2" PIPING IN WALL & FLOOR. 10/4/23 ISSUED FOR BID CODE. E ?� FLOOR DRAIN, W/ TRAP (SEE PLUMBING PLAN FOR LOCATIONS). 1 SUSPBDED PLUMBING PIPING SUPPORT DETAIL 3 AUTOMATIC TRAP PRIMER DETAILSCALE KTA SCALE KTA REVISIONS : 3„ REV. DATE DESCRIPTION EXISTING VTR TR ROOF ROOF I I ADJACENT TENANT SPACE I 1 Of 0 I I I I I 0 0 of X UJ LAV X z i Z H C CLIENT INFORMATION: LLJw row i rst LAV ! WC i i MEZZANINE --- a I INational ADJACENT I I i I Bank U' MEZZANINE I TENANT SPACE THE FIRST NATIONAL BANK OF LONG ISLAND 2"11 I I INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND I I WC LAV SK 53345 MAIN ROAD, UNIT#11-1 1 I ' ( C H C H C 2" 11-1/4" SOUTHOLD, NY 11971 I I I I 1 " r JRS ARCHITECT, P. C. I I I I GROUND FLOOR :`71 /-�4" 181 East Jericho Turnpike, Mineola, NY 11501-2032 LAV 1 WC I II SK II I " Tel:516-294-1666 Fax:516-2941669 I EXISTING 1„ 3 4 TIC DOMES Princeton, NJ FD i COLD WATER PIPE. , I EXISTING 3/4" DOMESTIC Tel:609-688-9100 Fax:609-688-9060 GROUND FLOOR I COLD WATER PIPE. 3" " ADJACENT iLl 3 TO EXISTING TENANT SPACE EXISTING 3/4" DOMESTIC THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND '-O HOT WATER PIPE.l AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. SEPTIC SYSTEM ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. BASEMENT WH BASEMENT DRAWING TITLE: DETAILS & DIAGRAMS * SANITARY PIPE SIZES COMPLY WITH SECTION 710 OF THE 2020 PLUMBING CODE OF NEW YORK STATE. * VENT PIPE SIZES COMPLY WITH SECTION 906 OF THE 2020 PLUMBING CODE OF NEW * DOMESTIC COLD WATER AND HOT WATER PIPE SIZES COMPLY WITH TABLE E101 B, E102 AND E103A.2 OF THE 2020 INTERNATIONAL DRAWN BY: DN DATE: 7/12/23 YORK STATE. * PLUMBING CODE AS AMENDED BY NYS. ALL BUILDING DRAIN PIPES TO BE PITCHED 1/8" PER FOOT. CHECKED BY: KJH/PEJ SCALE: AS NOTED " '- FILE NAME: 0F PJEEy k 2584MP.DWG ) J 0 O� 0 JRS NUMBER: 12"1 22083.00 (DeC.Am SANIT,ARY RISER DIAGRAM 6 DOMESTIC WATER RISER DIAGRAM 73515 SHEET NUMBER: 3 OF 4 SCALE KTA A9"fi sstio�� KTA P-501 .00 KEY PLAN: ELECTRIC WATER HEATER SCHEDULE SANITARY + VENT CALCULATIONS FIXTURE SCHEDULE • TANK RECOVERY WATER TOTAL DRAINAGE DESIGNATION FIXTURE TYPE DRAIN VENT CW HW ENERGY RELIEF WGT DIMENSIONS MANUFACTURER & NO. OF DRAINAGE FIXTURE UNIT NO CAPACITY WATTS RATE ® 70'F V/PH/HZ FLA CONNECTIONS TYPE OF FIXTURE FIXTURE UNITS (GAL) FACTOR RISE (GPH) VALVE (IN) (LBS) (IN) MODEL NO. FIXTURES UNITS/ FIXTURE (FU) LAV LAVATORY 1 Y2" 1 Y4" Y2" Y2" • WC 3„ 14299 WATER CLOSET (FLUSH „ 3/4 - • E WH 20 2,500 N/A 15 208/1/60 12 FACTORY-SUPPLIED 3/4 NPT 73 21.750 x 22.25H A.O. SMITH, DEL-20S-2.5 LAVATORY 2 1 2 TANK) NOTE: PROVIDE WITH 6 YEAR INNER TANK WARRANTY, RELIEF VALVE AT T/O UNIT, IMMERSION HEATERS, HARDWIRED POWER CONNECTION. WATER CLOSET 2 4 8 SK KITCHEN SINK 1 Y2" 1 Y4" Y2" Y2" KITCHEN SINK 1 2 2 FD FLOOR DRAIN 3" 1 Y2.. - - AREA OF WORK - FLOOR DRAIN I 2 2 1. CW & HW FIXTURE SUPPLY PIPE SIZES COMPLY WITH TABLE 604.5 OF THE 2020 PLUMBING CODE OF NEW � TOTAL 14.0 YORK STATE. MINIMUM PIPE INSULATION THICKNESS (THICKNESS IN INCHES 2. DRAIN SIZES COMPLY WITH TABLE 709.1 OF THE 2020 PLUMBING CODE OF NEW YORK STATE. INSULATION CONDUCTIVITY NOMINAL PIPE OR TUBE SIZE (INCHES) 1. DRAINAGE FIXTURE UNITS PER FIXTURE AS PER TABLE 709.1 OF THE 2020 NEW 3. VENT SIZES COMPLY WITH TABLE 906.1 OF THE 2020 PLUMBING CODE OF NEW YORK STATE. YORK STATE PLUMBING CODE. FLUID OPERATING 2. ALL VENT SIZES AS PER TABLE 906.1 OF THE 2020 NEW YORK STATE PLUMBING TEMPERATURE RANGE AND CONDUCTIVITY MEAN RATING < 1 1 TO < 1-1/2 1-1/2 TO < 4 4 TO < 8 Z 8 CODE. USAGE ('F) BTU IN./(HV FT2 'F) TEMPERATURE, 'F 3. AS PER TABLE 710.1(1) OF THE 2020 NEW YORK STATE PLUMBING CODE (Ya" CONSULTANTS: SLOPE PER INCH), 14 FIXTURE UNITS WOULD REQUIRE A MINIMUM OF 2" DIA. 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 SANITARY PIPE. 3" DIA. IS EXISTING ON PROJECT. Jacobsen & Horan Engineering, P.C. 990 South 2nd St. Ronkonkoma, NY 11779 105-140 0.21-0.28 ,DO 1.0 1.0 1.5 1.5 1.5 O: (631) 580-6100 F: (631) 580-6101WATER SUPPLY CALCULATIONS www.jhepc.com 40-60 0.21-0.27 75 0.5 0.5 1.0 1.0 1.0 JHE Project#: 23-2683 FLOW LOAD TOTAL COLD WATER FRICTION FLOW RATE TOTAL LOAD OF PER PRESSURE VALUES PER TOTAL ESTIMATED VELOCITY 1. PIPING INSULATION EXPOSED TO THE WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT TYPE OF FIXTURE NO. R FIXTURE VALUES PIPE SIZE LOSS MAINTENANCE AND WIND, AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL PER 2020 NEW FIXTURES (GPM) PER FIXTURE FIXTURE (WSFU) (WSFU) DEMAND (IN) (Fr/SEC) (PSI/100FT) YORK STATE ENERGY CONSERVATION CODE SECTION 403.11.3.1. ADHESIVE TAPE SHALL NOT BE PERMITTED. (PSI) (WSFU) (GPM) 2. PIPE INSULATION SHALL BE CONTINUOUS EXCEPT WHERE THE PIPING PASSES THROUGH A FRAMING MEMBER. LAVATORY (PUBLIC) 2 0.4 8 2 4 3. REFER TO 2020 NEW YORK STATE ENERGY CONSERVATION CODE SECTION 403.11 FOR ADDITIONAL EXCEPTIONS. WATER CLOSET 2 6 20 5 10 15.40 18.0 1.00 6.5 7.0 (FLUSH TANK) PUMP SCHEDULE SINK 1 1.75 8 1.4 1.4 MIN. 1. 'FLOW RATE PER FIXTURE' AND 'FLOW PRESSURE PER FIXTURE' AS PER TABLE 604.3 OF THE 2020 NEW YORK STATE PLUMBING CODE. PIPE CONN ELECTRICAL DATA MOTOR DIMENSIONS (2 2. LOAD VALUES AS PER TABLE E-103.3 OF THE 2020 NEW YORK STATE PLUMBING CODE. ) TDH (FT MOTOR WGT MFR & MODEL NO ACCESSORIES 3. 'ESTIMATED DEMAND' AS PER TABLE E103.3(3) (PREDOMINANTLY FLUSH TANKS) OF THE 2020 NEW YORK STATE PLUMBING CODE. R I OLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, WARNING UNIT NO SERVICE GPM H20) RPM HP EFF. SUCT (IN) (IN) V/PH/HZ FLA TYPE (LBS) L(IN) UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL PER 2020 (IN) (IN) ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS IECC ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND HOT WATER TACO, INTEGRAL FLOW THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE RCP EWH 9 8.5 3,250 1/40 N/R 3/4 3/4 1 15/1/60 - RECIRCULATION 7 6x3.75x7.25 006-IQBC7-IFC CHECK VALVE ALTERATION. COMMENTS: DATE DESCRIPTION 10/4/23 ISSUED FOR BID REVISIONS : D SCHEDULES REV. DATE DESCRIPTION SCAM �M PLUMBING NOTES AND CODE COMPLIANCE:- 1. ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE 2020 NEW YORK STATE PLUMBING, FIRE, MECHANICAL, 17. FURNISH AND INSTALL WATER PRESSURE REDUCING VALVE AND PRESSURE RELIEF VALVE IN ACCORDANCE WITH THE 2020 30. ALL PLUMBING FIXTURE FITTINGS SHALL PROVIDE BACKFLOW PROTECTION IN ACCORDANCE WITH ASME Al 12.18.1/CSA FUEL GAS AND ENERGY CODES. NEW YORK STATE PLUMBING CODE AND LOCAL WATER COMPANY AT THE INCOMING WATER SERVICE, OR AS OTHERWISE B125.1 AS PER 2020 NEW YORK STATE PLUMBING COE SECTION 608.2. REQUIRED, ON ALL DOMESTIC WATER SYSTEMS IN EXCESS OF 80 P.S.I. SUPPLYING THE BUILDING. CONTACT THE WATER 2. THE PLUMBING CONTRACTOR SHALL APPLY FOR AND SECURE ALL REQUIRED PERMITS AND INSPECTIONS AND PAY ALL COMPANY PRIOR TO BIDDING TO OBTAIN THIS INFORMATION AND ALL OTHER REQUIREMENTS PERTAINING TO THE WATER 31. WATER SERVICE PIPING SHALL BE INSTALLED IN ACCORDANCE WITH 2O20 NEW YORK STATE PLUMBING CODE SECTIONS COSTS FOR THE SAME. SERVICE. 603.2 AND 608.5. 32. CHEMICALS AND OTHER SUBSTANCES THAT PRODUCE EITHER TOXIC CONDITIONS, TASTE, ODOR OR DISCOLORATION IN A CLIENT INFORMATION: 3. COORDINATE ALL WORK WITH THAT OF OTHER TRADES AS WELL AS THE GENERAL CONSTRUCTION. 18. ALL MATERIAL, EQUIPMENT AND ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN POTABLE WATER SYSTEM SHALL NOT BE INTRODUCED INTO, OR UTILIZED IN, SUCH SYSTEMS PER 2020 NEW YORK STATE INSTALLATION INSTRUCTIONS. COORDINATE EXACT LOCATIONS TO ACCOMMODATE ALL REQUIRED CLEARANCES AND OBSERVE PLUMBING CODE SECTION 608.6. 4. THIS DRAWING IS SCHEMATIC IN NATURE, EXACT ROUTING OF PIPING AND INSTALLATION OF VALVES, ACCESS DOORS, CLEAN ALL REQUIREMENTS FOR VALVING AND CONNECTIONS. First x � OUTS, ETC. SHALL BE COORDINATED IN FIELD AS DICTATED BY THE CONDITIONS ENCOUNTERED. 33. RPZ DEVICE IS SPECIFIED FOR THE BUILDING WATER SUPPLY TO PROTECT THE POTABLE WATER SUPPLY PER 2020 NEW National � 19. ALL FIXTURES SHALL BE BY A SINGLE MANUFACTURER WHEN POSSIBLE. YORK STATE PLUMBING CODE SECTION 608.7, 608.14, 608.15 AND 608.16. ACCESS SHALL BE PROVIDED TO RPZ DEVICE 5. THE PLUMBING CONTRACTOR SHALL REVIEW THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT AND AS SPECIFIED BY THE MANUFACTURER'S INSTRUCTIONS PER 2020 NEW YORK STATE PLUMBING CODE SECTION 608.15. Dank LIB SHALL MAKE HIMSELF AWARE OF THE WORK OF ALL OTHER TRADES WHICH MAY REQUIRE COORDINATION. 20. COVER ALL COPPER PIPING BELOW SLAB WITH "ARMAFLEX" TYPE INSULATION. 6. PROVIDE ACCESS DOORS IN WALLS AND CEILINGS AS REQUIRED TO MAKE VALVES, CLEAN-OUTS, WATER HAMMER 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MOTOR STARTERS FOR ALL MOTORS INCLUDED IN THIS CONTRACT UNLESS 34. ANY NONPOTABLE WATER SYSTEMS SHALL BE IDENTIFIED PER 2020 NEW YORK STATE PLUMBING CODE SECTION 608.9. THE FIRST NATIONAL BANK OF LONG ISLAND ARRESTERS, ETC. READILY ACCESSIBLE. COORDINATE LOCATION OF ACCESS DOOR WITH INSTALLATION OF VALVES, WATER NOTED OTHERWISE. ALL STARTERS SHALL BE SIZED TO MATCH MOTOR HORSE POWER. 35. THE INTERIOR SURFACE OF A POTABLE WATER TANK SHALL NOT BE LINED, PAINTED OR REPAIRED WITH ANY MATERIAL INTERIOR ALTERATION HAMMER ARRESTERS, ETC. IN FIELD DURING CONSTRUCTION. FOR FIRE-RATED WALLS PROVIDE FIRE-RATED ACCESS THAT CHANGES THE TASTE, ODOR, COLOR OR POTABILITY OF THE WATER SUPPLY WHEN THE TANK IS PLACED IN, OR FIRST NATIONAL BANK OF LONG ISLAND DOORS. 22. ALL BACKFLOW PREVENTION DEVICES SHALL INCLUDE A STRAINER AND ISOLATING VALVES UNLESS OTHERWISE INDICATED. RETURNED TO, SERVICE PER 2020 NEW YORK STATE PLUMBING CODE SECTION 608.12. 53345 MAIN ROAD, UNIT#11-1 ALL BACKFLOW DEVICES SHALL BE TESTED IN ACCORDANCE WITH 2O20 NEW YORK STATE PLUMBING CODE 312.10.2 UPON SOUTHOLD, NY 11971 7. ALL GAS-FIRED EQUIPMENT SHALL BE SUPPLIED WITH GAS PIPING AS PER THE 2020 NEW YORK STATE FUEL GAS CODE. INSTALLATION. 36. CONNECTION TO OUTDOOR COMMON SPACE IRRIGATION SYSTEM IS PROTECTED AGAINST BACKFLOW BY DCV DEVICE, EACH PIECE OF EQUIPMENT SHALL HAVE A DIRT LEG, UNION AND GAS COCK. PROVIDE A VENTED REGULATOR IF COMPLYING WITH 2O20 NEW YORK STATE PLUMBING CODE SECTION 608.17.5. EQUIPMENT REQUIRES LOWER THAN LINE GAS PRESSURE. 23. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO THE DRAINAGE SYSTEM. 32. 2020 NEW YORK STATE PLUMBING CODE SECTIONS 608.3, 608.8, 608.10 AND 608.11 DO NOT APPLY TO THIS PROJECT. 8. ALL CONNECTIONS 'TO SERVICES PROVIDED BY OTHERS SHALL BE COORDINATED WITH THE G.C., OWNER, OTHER 24. NEW POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND DISINFECTED PRIOR TO UTILIZATION IN 1U J R S ARCHITECT, P. C. ASSOCIATED CONTRACTORS AND UTILITY COMPANIES AS REQUIRED. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ACCORDANCE WITH THE 2020 NEW YORK STATE PLUMBING CODE, SECTION 610. THE METHOD TO BE FOLLOWED SHALL BE 33. PENETRATIONS THROUGH AIR BARRIERS SHALL BE SEALED PER SECTION C402.5.1.2 OF THE 2020 NEW YORK STATE COORDINATION OF IJEW SERVICES, CONNECTIONS TO NEW PIPING AS PROVIDED BY LOCAL UTILITY COMPANIES AND ALL IN ACCORDANCE WITH THE APPLICABLE NEW YORK STATE DEPARTMENT OF HEALTH REGULATIONS. ENERGY CONSERVATION CODE. 181 East Jericho Turn Mineola, NY 11501-2032 UTILITY CONTACTS RELATED TO FIELD CONDITIONS AND WORK. pike, 25. FURNISH AND INSTALL A DRIP PAN WITH AN INDIRECT DRAIN TO AN APPROVED POINT OF DISCHARGE UNDER ALL WATER Tel:516-294-1666 Fax:516-294-1669 9. ALL PENETRATIONS THROUGH FLOOR ASSEMBLIES, CORRIDOR WALLS AND OTHER SIMILAR FIRE-RATED PARTITIONS SHALL HEATERS AS REQUIRED BY THE 2020 NEW YORK STATE PLUMBING CODE CHAPTER 5. Princeton, N1 RECEIVE CODE COMPLIANT FIRE STOPPING TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY PENETRATED. Tel:609-688-9100 Fax:60"88-9060 10. THE PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT UNLESS OTHERWISE 26. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL 'CIRCUIT SETTER PLUS' CALIBRATED BALANCE VALVE NOTED. MANUFACTURED BY 'BELL AND GOSSETT'. FURNISH AND INSTALL TEST PLUGS FOR PRESSURE OR TEMPERATURE READINGS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ON ALL HOT WATER RETURN BRANCH PIPES. THE PLUMBING CONTRACTOR TO FURNISH VARIABLE ORIFICE FLOW METER AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 11. ALL FLOOR DRAINS SHALL BE EQUIPPED WITH AN APPROVED TRAP PRIMING DEVICE. SEE FLOOR DRAIN TRAP PRIMER AND CIRCUIT SETTER BALANCE VALVE CALCULATOR MANUFACTURED BY 'BELL AND GOSSETT'. UPON INSTALLATION AND ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS DETAIL. TESTING OF ALL HOT WATER RETURN SYSTEMS, THE PLUMBING CONTRACTOR SHALL TURN OVER TO OWNER, FLOW METER ARE PROHIBITED. AND CALCULATOR. 12. INSTALL FIXTURES AND EQUIPMENT WITH VALVES, UNIONS, ETC. TO ALLOW FOR EASE OF SERVICE OR REMOVAL. 27. THE WATER DISTRIBUTION SYSTEM IS DESIGNED FOR THE MINIMUM PRESSURE AVAILABLE IN ACCORDANCE WITH 2O20 NEW DRAWING TITLE: SCHEDULES, NOTES 13. ALL CONCRETE FLOOR, WALL AND FOOTING PENETRATIONS SHALL BE MADE WITH CORE DRILLED HOLES. YORK STATE PLUMBING CODE SECTION 604.6. PER 2020 NEW YORK STATE PLUMBING CODE SECTION 604.7 THE WATER DISTRIBUTION SYSTEM UTILIZES A BOOSTER DUAL PUMP PACKAGE TO PROVIDE THE FLOW PRESSURES REQUIRED UNDER & CODE COMPLIANCE 14. ALL SLAB AND FOOTING PENETRATIONS SHALL INCLUDE LINK SEAL TYPE PROTECTION FOR WATER RESISTANT SEALS. TABLE 604.3. BOOSTER DUAL PUMP PACKAGE SHALL BE PROVIDED WITH INDEPENDENT VFDS, PRESSURE TRANSDUCERS, LOW PRESSURE SWITCHES, HIGH TEMPERATURE RELIEF VALVES, PRESSURE GAUGES, CHECK VALVES AND ISOLATION VALVES, 15. CONTRACTOR SHALL CUT AND PATCH AS REQUIRED. PATCHING SHALL BE ROUGH PATCH IN PREPARATION FOR FINISH BY AND INSTALLED IN ACCORDANCE WITH SECTION 606.5 OF THE 2020 NEW YORK STATE PLUMBING CODE. OTHERS. PATCHING SHALL INCLUDE PROPER FLASHING AND COUNTER FLASHING OF ALL VENT PENETRATIONS, ROOF DRAWN BY: DN DATE: 7/12/23 DRAINS, PIPE PORTALS, ETC. AS REQUIRED TO SEAL ALL PLUMBING ROOF PENETRATIONS. ANY AND ALL ROOF 28. FLEXIBLE WATER CONNECTORS EXPOSED TO CONTINUOUS PRESSURE SHALL CONFORM TO ASME Al 12.18.6/CSA 6125.6 PENETRATION REPAIRS SHALL BE BY A QUALIFIED PROFESSIONAL AND SHALL NOT VOID ANY GUARANTEES ASSOCIATED WITH PER 2020 NEW YORK STATE PLUMBING CODE SECTION 605.6. ACCESS SHALL BE PROVIDED TO ALL FLEXIBLE WATER CHECKED BY: KJH/PEJ SCALE: AS NOTED ROOFING MATERIALS OR INSTALLATIONS. CONNECTORS. CODE COMPLIANCE NOTES - FILE NAME: 16. ALL WASTE AND VENT STACKS SHALL HAVE A CLEANOUT AT THE BASE OF THE STACK WITH FINISHED WALL PLATE IN 29. SELF-REGULATING HEAT TRACE INCLUDES CONTROLS TO SHUT OFF SYSTEM WHEN OUTDOOR AIR TEMPERATURES ARE 4F Ell IE..yy ABOVE FREEZING. HEAT TRACE PROVIDED IN LOCATIONS SUBJECT TO FREEZING PER SECTION C403.12.3 OF THE NEW 1'p 2584MP.DWG FINISHED WALLS. VENT STACKS SHALL TERMINATE 18 ABOVE ROOF. THERE ARE NO NEW BUILDING ENVELOPE ASSEMBLIES, SKYLIGHTS, co, 'A\\ .1Ol N�yQA,�,. YORK STATE ENERGY CONSERVATION CODE. THERE IS NO REQUIREMENT IN THIS PROJECT FOR HEAT TRACING FOR SERVICE MECHANICAL SYSTEMS, SERVICE WATER-HEATING SYSTEMS, OR � � rr,� WATER HEATING. ALL SYSTEMS HAVE FIXTURES THAT ARE LOCATED WITHIN THE PARAMETERS SET FORTH IN TABLE C404.5.1 �� JRS NUMBER: OR HAVE RECIRCULATION PUMPS PER SECTION C404.6.1 OF THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE POOLS/INGROUND PERMENANTLY INSTALLED SPAS TO BE "`��c�" SECTION. INSTALLED UNDER THIS PROJECT. R 22083.00 2 • ALL ALTERATIONS AND ADDITIONS TO THE EXISTING DUCT AND �� PLUMBI�JG NOTES & CODE COMPLIANCE MECHANICAL SYSTEMS SHALL BE IN COMPLIANCE WITH THE 2020 s y'` �� ENERGY CONSERVATION CODE OF NYS CHAPTER 4 AND CHAPTER �O 735-13 <c,'` SHEET NUMBER: 4 OF 4 SCALE NODE 5 FOR ADDITIONS, ALTERATIONS, REPAIRS, CHANGE OF USE - 9 ,FES'S0% OCCUPANCY. f-601 .00 GENERAL CONSTRUCTION NOTES DESIGN CRITERIA: (NFPA 13-2016) KEY PLAN: OCCUPANCY CLASSIFICATION: OFFICE (LIGHT HAZARD) 1" NIPPLE 1. THESE DRAWINGS ARE NOT TO BE USED FOR OBTAINING PERMITS. THEY ARE TO BE USED FOR ROOF DECK/SLAB PRICING PURPOSES ONLY METHOD OF SIZING PIPE: HYDRAULIC CALCULATIONS (BY SPRINKLER CONTRACTOR) 1" NIPPLE 1" ELBOW ROOF DECK/SLAB 2. THE SPRINKLER CONTRACTOR IS REQUIRED TO SUBMIT THEIR OWN SPRINKLER DRAWINGS AND TYPE OF CONSTRUCTION: STEEL/MASONRY, BAR JOISTS BRANCH LINE HYDRAULIC CALCULATIONS (ALL SIGNED AND SEALED BY THEIR ENGINEER) FOR PROPER PERMITS. THE SPRINKLER CONTRACTOR SHALL OBTAIN AT HIS/HER EXPENSE, A HYDRANT FLOW TEST, IF REQUIRED. PROTECTION AREA LIMITATION: 52,000 FT2 PER SYSTEM/ 225 FT2 PER SPRINKLER ALL ASSOCIATED FEES AIRE BY THE SPRINKLER CONTRACTOR. 1" ELBOW MAX. DIST. BTN BL & BTN ' 3. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR INCIDENTAL SHIFTING OF SPRINKLER HEADS SPK ON BL: 15 FT. ON AN AS-NEEDED BASIS TO ACCOMMODATE MINOR CEILING GRID MODIFICATIONS. POSITION OF DEFLECTOR: AS PER NFPA 13 1" NIPPLE BRANCH LIN SPRINKLER NOTES AREA OF SPRINKLER OPERATION: 1,500 FT2 � AREA OF WORK E 7 DESIGN DENSITY: 0.10 GPM/FT2 1" NIPPLE 1. THESE DRAWINGS ARE FOR BIDDING ONLY. THEY ARE NOT TO BE FILED WITH THE TOWN OF SOUTHOLD FIRE 1" SYSTEM DROP NUMBER OF UPRIGHT HEADS: 18 (18 EXISTING) MARSHAL. THEY SHOW THE DESIGN INTENT OF THE PROJECT FOR BIDDING PURPOSES. FINAL DESIGN NUMBER OF PENDENT HEADS: 68 (66 EXISTING) NIPPLE COORDINATION AND APPROVALS SHALL BE BY A LICENSED FIRE SPRINKLER CONTRACTOR. 2. THE SPRINKLER CONTRACTOR IS TO PREPARE SHOP DRAWINGS AND HYDRAULIC CALCULATIONS FOR TOTAL NUMBER OF � ENGINEERS REVIEW AFTER MAKING A CCMPLETE FIELD SURVEY. DOCUMENTS SHALL BE SIGNED AND SEALED CONSULTANTS: BY A SEPARATE LICENSED PROFESSIONAL ENGINEER (IN NYS) AT THE CONTRACTOR'S EXPENSE AND SPRINKLER HEADS: 86 (84 EXISTING) 1 NPT FEMALE 0 SUBMITTED TO THE FIRE MARSHALL FOR APPROVAL. ALL FEES ASSOCIATED WITH FILING FOR PERMITS. Jacobsen & Horan Engineering, P.C. TOTAL FLOOR AREA PROTECTED: 5,539 FT2 COUPLING 1 NPT FEMALE z RE-SUBMISSIONS. INSPECTIONS, FLOW TESTS, ETC. SHALL BE BY THE SPRINKLER CONTRACTOR AND � z REDUCER COUPLING � 990 South 2nd St. Ronkonkoma, NY 11779 INCLUDED IN HIS/HER FEE. ? SPRINKLER HEAD REDUCER (.0 0: (631) 580-6100 F: (631) 580-6101 3. THE FIRE ALARM SYSTE=M IS NOT PART OF THIS CONTRACT. FIRE PROTECTION STANDARDS x �, a www.jhepc.com 4. UPON COMPLETION OF WORK A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND AND THE CONTRACTOR SHALL RETAIN AND PAY FOR A "PROFESSIONAL OF RECORD" FOR ALL FIRE a FINISHED CEILING JHE Project#: 23-2683 UNDERGROUND PIPING WILL BE COMPLETED AND SUBMITTED TO OWNER AND A.H.J. SPRINKLER AND FIRE PROTECTION WORK. THE DRAWINGS AND ALL SPECIFICATIONS FOR ALL FIRE PROTECTION WORK ARE PERFORMANCE IN SCOPE AND INTENT. THE CONTRACTOR SHALL BE z - 5. ALL REQUIRED SIGNS TO BE INSTALLED. bi RESPONSIBLE FOR ALL DESIGN, LAYOUT, DETAILS, DRAWINGS, DOCUMENTS, MATERIALS, EQUIPMENT, LABOR, FEES AND ALL CRITERIA TO MEET GOVERNING AUTHORITIES, CODES, REGULATIONS, AND x c~n ��/ - SPRINKLER HEAD 6. BUILDING TO BE HEATED. UNDERWRITER'S REQUIREMENTS FOR ALL FIRE PROTECTION WORK. CONTRACTOR SHALL VISIT THE SITETO BECOME FAMILIAR a 7. ALL EQUIPMENT APPROVED/LISTED FOR FIRE PROTECTION SERVICE. COMPLETE SET OF ALL WITH THE REQUIRED XDOCUMENISTING �SDSHALL ITIONS BIE PREPARED EANDRI�UBMITTEDR TO B 0 THE ITTING E31D. A It Q PROPER AUTHORITIES WITHIN THIRTY (30) DAYS OF CONTRACT AWARD. THE LANDLORD'S DESIGN IN,bi n - 1 8. OWNER/OCCUPANT SHALL BE RESPONSIBLE TO MAINTAIN THE FIRE SUPPRESSION SYSTEM IN ACCORDANCE CRITERIA SHALL BE CONSIDERED PART OF THESE STANDARDS. M o M WITH NFPA 25 (2017). U 9. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER ALL FIRE PROTECTION WORK SHALL BE SCHEDULED IN ADVANCE WITH THE LANDLORD'S FIELD REPRESENTATIVE. FIRE PROTECTION SYSTEM SHALL BE FULLY OPERATIONAL WHEN THE CONTRACTOR MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. IS OFF THE SITE. WARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, WHERE CEILINGS OR CEILING GRIDS ARE EXISTING TO REMAIN OR NEW CEILINGS ARE INSTALLED AND UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 10. THE DRAWINGS SHOW THE LAYOUT OF THE SYSTEM AND INDICATE THE APPROXIMATE LOCATIONS OF ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS EQUIPMENT AND PIPING. CONTRACTOR IS CAUTIONED NOT TO SCALE THE DRAWINGS. THE PIPING SHALL BE NEW LIGHTING CONFLICTS WITH THE LOCATION OF EXISTING SPRINKLER HEADS, THE NEW LIGHTING ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL SHALL BE SHIFTED APPROXIMATELY 6" (OR AS REQUIRED TO MAINTAIN CLEARANCE TO SPRINKLER AND THE NOTATION ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND RUN APPROXIMATELY IN THE AREAS AS INDICATED ON THE DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE HEADS PER NFPA 13) TO ALLOW THE EXISTING SPRINKLER HEADS TO REMAIN. THE DATE F SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE RESPONSIBLE FOR ANY MODIFICATIONS TO THE ARRANGEMENT OF THE PIPING SYSTEMS AS MAY BE REQUIRED TO SUITE STRUCTURAL CONDITIONS OR AVOID INTERFERENCE WITH WORK OF OTHER TRADES. CONTRACTOR SHALL CAREFULLY CHECK AND BECOME FAMILIAR WITH THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND COMMENTS: MECHANICAL DRAWINGS AND SHALL MAKE NOTE OF ALL LOCATIONS WHERE WALLS, PARTITIONS, STRUCTURAL PIPING FOR BRANCH LINES PIPING FOR MAINS MEMBERS, ETC. ARE DESIGNED TO BE FURRED OR CLOSED IN AND TO INCLUDE ROUGH-IN PIPING. DATE DESCRIPTION CONTRACTOR SHALL FURNISH ALL OFFSETS, ADDITIONAL FITTINGS, ETC. WHETHER SHOWN ON DRAWINGS OR WOOD RAFTER/BEAM (TYP). NOT, AS REQUIRED TO MEET INSTALLATION CONDITIONS. 1 " to 2" 2-1 /2" to 8" 10/4/23 ISSUED FOR BID 11. CONTRACTOR IS TO COMPLY WITH LATEST NFPA, STATE, COUNTY AND TOWN CODES, AND COORDINATE ® Sch. #40 Q Sch. #40 ANGLE CLIP, LINE, FIGURE I I I i i I 63060, MALLEABLE IRON, SIZE HIS/HER WORK WITH OTHER TRADES AND MAKE NECESSARY ADJUSTMENTS. Sch. #10 ® Sch. #10 PER MFR. RECOMMENDATIONS. Q = 12. CONTRACTOR IS TO REPORT ANY CONDITION REQUIRING CHANGES FROM PLANS TO ENGINEER PRIOR TO STARTING WORK. Q B.L.T./ XL Q B.L.T./ XL R = THREADED ROD SIZE TO MATE 13. BRANCH LINES AND MAINS (2" OR LESS) - SCHEDULE 40. MAINS (2-1/2" OR LARGER) - THIN WALL PER Q W/BEAM CLAMP & SUPPORT WGT.Dyna-Trd Q Dyna-Flo = OF PIPE, CONTENTS & HANGER FM STANDARD. - ( FOR 3" & SMALLER PIPE; Y2" 0 Dyna-Flo BlaseMaster (2" & 3") = FOR 4" OR LARGER PIPE). 14. HEAT BY OWNER THROUGHOUT INCLUDING CONCEALED SPACE, EXCEPT AS INDICATED. _ 15. HANGERS PER NFPA 13 (2016), CHAPTER 9. � W.L.S. _ REVISIONS 16. SYSTEM TO BE TURNED ON AT END OF EACH WORK DAY. Q BlaseMaster (3/4" to 2") = REV. DATE DESCRIPTION 17. CONTRACTOR IS TO PERFORM A HYDROSTATIC TEST FOR 2 HRS. @ 200 PSI WITH NO LEAKAGE AND PROVIDE _ CLEVIS STYLE PIPE HANGER, INGS TO BE UL/FM APPROVED B-LINE, FIGURE B3100, SIZE RTT PER PIPE & LOAD. 18. CONTRACTOR IS TO EMPLOY EXPERIENCED WORKMEN WHO ARE TO FAMILIARIZE THEMSELVES WITH THE BUILDING AND OBSERVE SAFETY REQUIREMENTS. HANGER ROD SIZE 19. CONTRACTOR TO ADJUST HEAD LOCATION TO COORDINATE WITH LIGHTS, DUCTS, ETC. PIPE 20. PENDENT DEFLECTORS MIN 2" BELOW CEILING OR AS SPEC. PIPE SIZE ROD SIZE 21. PERMIT FROM LOCAL AUTHORITY, TO BE OBTAINED BY, AND ALL FEES PAID BY, THE CONTRACTOR. 3/4" THRU 4" 3/g" 22. ALL WORK TO BE APPROVED BY OWNERS ENGINEER, STATE AUTHORITIES HAVING JURISDICTION AND MUNICIPAL CLIENT INFORMATION: FIRE, PLUMBING, BUILDING AND WATER DEPARTMENTS. 519, 6" & 8" Y2First " q 23. U.L. AND/OR FM APPROVED EQUIPMENT TO BE USED. =` , MUNICIPAL WATER D PT. RULES. >°24. WORK TO BE IN ACCORDANCE WITH MU L W TE E LES. DISTANCE BETWEEN HANGERS SCHEDULE �� Bank Lt" National 25. SYSTEM IS TO BE MAINTAINED AND TESTED BY THE OWNER OR HIS/HER AGENT IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODES AND IN CONFORMANCE WITH NFPA 13, LATEST EDITION. NOMINAL PIPE SIZE (IN.) THE FIRST NATIONAL BANK OF LONG ISLAND „ INTERIOR ALTERATION 26. IF BUILDING OCCUPANCY OR CONSTRUCTION CHANGES, THE SPRINKLER SYSTEM IS TO BE UPDATED 3/4 1 1 Y4 1 Y2" 209 2 Y to 3 3 Y2 4 519 6 8pv FIRST NATIONAL BANK OF LONG ISLAND ACCORDINGLY BY THE OWNER OR HIS/HER AGENT. „ „ 53345 MAIN ROAD, UNIT#11-1 STEEL PIPE EXCEPT LIGHTWALL NA 12 -0 12 -0 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15 -0 15 -0 15'-Opp 27. CONTRACTOR IS TO NEATLY CUT AND PATCH IN A FIRST CLASS WORKMANLIKE MANNER, ALL HOLES AND SOUTHOLD, NY 11971 PENETRATIONS IN WALLS, CEILINGS, FLOORS, PARTITIONS, ETC. THREADED LIGHTWALL STEEL PIPE NA 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" NA NA NA NA NA 28. PROVIDE HEAD GUARDS ON ALL HEADS SUBJECT TO DAMAGE (CELLARS, CLOSETS, TOILETS, ETC.). COPPER TUBE 8'-0" 8'-0" 10'-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" „ � " „ „ � JRS ARCHITECT, P. C. 29. SPRINKLER HEAD TEMPERATURE RATING TO BE IN ACCORDANCE WITH NFPA 13 (2016), CHAPTER 6, SECTION CPVC 5 -6 6 -0 6 -6 7 -0 8'-0" 9'-0" 10 -0 NA NA NA NA NA DUCTILE IRON PIPE NA NA NA NA NA NA 15'-0" NA 15'-0" NA 15'-0" 15'-0" 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-2941669 30. ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, PARTITIONS, CEILINGS, ETC. ARE TO BE SEALED SOURCE: NFPA 13-2016 TABLE 9.2.1(a) Princeton, NJ WITH AN APPROVED MATERIAL HAVING A FIRE RESISTANCE RATING EQUAL TO OR EXCEEDING THAT OF THE Tel: 9-688-9100 Fax:609-688-9060 PARTITION. 31. THE ENGINEER IS NOT RETAINED FOR SUPERVISION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 32. THE INSTALLATION OF THIS SYSTEM WILL REQUIRE THE CLOSING OF ONE OR MORE FIRE PROTECTION AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS CONTROL VALVES. THESE VALVE CLOSURES SHOULD BE CLOSELY COORDINATED WITH THE OWNERS WHO ARE PROHIBITED. SHOULD CONTACT THE LOCAL FIRE DEPARTMENT, INSURANCE INTERESTS, ETC. PRIOR TO VALVE CLOSURES. 33. ACTUAL DESIGN DENSITY MAY EXCEED STANDARDS, HOWEVER, IT IS A MINIMUM TO BE USED BY THE SPRINKLER LEGEND DRAWING TITLE: ND, ABBREVIATIONS CONTRACTOR. DETAILS & NOTES 34. ALL ALARMS RELATING TO THE SPRINKLER SYSTEM SHOULD BE ACTIVATED UPON PLACING THE SPRINKLER NOMINAL THREAD TEMP. SYSTEM IN SERVICE. SYMBOL TYPE FINISH ESCUTCHION ORIFICE SIZE K-FACTOR RATING QTY. DRAWN BY: DN DATE: 7/12/23 CONCEALED PENDENT BRASS WHITE 1/2" 1/2" 5.60 160F 5 CHECKED BY: KJH/PEJ SCALE: AS NOTED 0 PENDENT BRASS WHITE 1/2" 1/2" 5.60 160F 45 ,(''()F NEV/� FILE NAME: 2584MP.DWG c D SIDEWALL (WET) BRASS WHITE 1/2" 1/2" 5.60 160F 18 � ► �U 41 JRS NUMBER: UPRIGHT BRASS WHITE 1 2" 1 2" 22083.00 O / / 5.60 160F 18 L LV C? 0?13573 SHEET NUMBER: 1 OF 4 O/'ESS. D -- SP-001 .00 KEYNOTES X KEY PLAN: UP Up GF-3/CC Up — UP UP UP i 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). 2. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO REMAIN (TYP). 3. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO BE RELOCATED (TYP). COORDINATE NEW LOCATIONS WITH NEW CEILING GRID. RECONFIGURE PIPING 3 AS NEEDED TO ACCOMMODATE NEW LOCATIONS. — — 4. EXISTING UPRIGHT SPRINKLER HEADS TO REMAIN (TYP). Up I AREA OF WORK ( � 2IN 04 � uP o 0 U� CONSULTANTS: — — L— _1 Jacobsen & Horan Engineering, P.C. — — — — — — — — ( 0 990 South 2nd St. Ronkonkoma, NY 11779 I 0: (631) 580-6100 F: (631) 580-6101 0 O www.jhepc.com I 4 JHE Project#: 23-2683 I I �- - - - - - — - - - -0- - - - - - - - - - - - —{�--- - - - -0 I I i O o Q UP WARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COMMENTS: DATE DESCRIPTION 10/4/23 ISSUED FOR BID 01 EXISTINGCELLAR SPRINKLER PLAN, ,8 ALE VIC-T-1 ' KEYNOTES O REVISIONS : UP Up GF-3/CC Up UP — UP UP REV. DATE DESCRIPTION — -- — — — — I — — _ 1. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). L JL — P s 2. EXISTING CONCEALED PENDENT SPRINKLER HEADS TO REMAIN (TYP). F MECHANICAL STORAG ( ) ELECTRICROOM METER ROOM ( 3. RELOCATED CONCEALED PENDENT SPRINKLER HEADS (TYP). COORDINATE ® NEW LOCATIONS WITH NEW CEILING GRID. RECONFIGURE PIPING AS I— — — — — — 3 NEEDED TO ACCOMMODATE NEW LOCATIONS. A A STORAGE —� — — - ___ — A ® 4. EXISTING UPRIGHT SPRINKLER HEADS TO REMAIN (TYP). C � 5. NEW LAY-IN LIGHT FIXTURE (TYP). CLIENT INFORMATION: UP CORRIDOR 6. NEW SUSPENDED LIGHT FIXTURE (TYP). 2 STORAGEDE 2:1 1 N C rsA A A . Bank kLJ I JANITOR'S— CLOSET UP oC o 0 r THE FIRST NATIONAL BANK OF LONG ISLAND — —®— ON -e I co FIRSTINTERIOR NATIONAL BANK OF LONG ISLAND I 53345 MAIN ROAD, UNIT#11-1 — _ — I I SOUTHOLD, NY 11971 ( PANTRY O O G IJ 4 JRS ARCHITECT I , P. C. — � 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 I ® Tel:609 688 9100 Princeton, NJ Fax:609 68&9060 STAIRSSTORAGE D THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. O O a ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. UP DRAWING TITLE: CELLAR FIRE SPRINKLER PLANS DRAWN BY: DN DATE: 7/12/23 11 CHECKED BY: KJH/PEJ SCALE: AS NOTED FILE NAME: � L ) JOh{��, +,?r� 2584MP.DWG C� JRS NUMBER: t 22083.00 c 0 2 4 8 � '1`` ! QsDAM PROPOSED CELLAR SPRINKLER PLAN ' `s'�Q � - 15 �� ' SHEET NUMBER: 2 OF 4 Va-t-0 1/4" = 1'-0" A�'-�-° P� S P-101 .00 KEYNOTES X KEY PLAN: I 1. DEMOLISH EXISTING SIDEWALL SPRINKLER HEADS. ' 2. DEMOLISH EXISTING CONCEALED PENDENT SPRINKLER HEAD. � � DN � _ _ _ DN — — —� — — — I — UP DN I 3. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). _ _ _ _ _ _ _ _� UP I 4. EXISTING CONCEALED PENDENT SPRINKLER HEAD TO REMAIN. �a I I I I 5. EXISTING DRY SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). L4 AREA OF WORK CONSULTANTS: Jacobsen & Horan Engineering, 990 South 2nd St. Ronkonkoma, NY 11779 -� 0: (631) 580-6100 F. (631) 580-6101 \ www.jhepc.com rc� L #:I Project 2 -2 UP \ I JHE J 3 683 5 UP ® \ 2 ® 5 - -- IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL DN ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED BY* FOLLOWED HIS/HER SIGNATURE AND V DN ATHE DATE LTERATION.F SUCH ALTERATION AND A SPECIFIn C DESCRIPTION OF THE ( ---- COMMENTS: DATE DESCRIPTION 10/4/23 ISSUED FOR BID 1 EXISTING GROUND FLOOR SPRINKLER PLAN, scA� va•�r-0• . KEYNOTES X REVISIONS : 4 REV. DATE DESCRIPTION 1. NEW EXPOSED PENDENT SPRINKLER HEADS. COORDINATE NEW LOCATIONS 1 1/16/24 REV PER BD - STAIR 17 WITH NEW CEILING GRID. RECONFIGURE PIPING AS NEEDED TO =4yy -------T ACCOMMODATE NEW LOCATIONS. —D bDN — — DN UP N 2. EXISTING EXPOSED PENDENT SPRINKLER HEADS TO REMAIN (TYP). — - I 3. EXISTING CONCEALED PENDENT SPRINKLER HEAD TO REMAIN. ® g DNU — — — — 4. EXISTING DRY SIDEWALL SPRINKLER HEADS TO REMAIN (TYP). ( I ® I WORK ROO B MEETING B ( 5. NEW SUSPENDED LIGHT FIXTURE (TYP). D ® ROOM 5 D OO 6. NEW SUSPENDED TOILET EXHAUST FAN. CLIENT INFORMATION: y B 10 y " BREAK ROOM TELLER 1 , ® AREA Sank LI" ° ® I I -B --- 2 B- _�_- - -B- - - -B B B THE FIRST NATIONAL BANK OF LONG ISLAND ° INTERIOR ALTERATION O --- g g I I FIRST NATIONAL BANK OF LONG ISLAND g 53345 MAIN ROAD, UNIT#11-1 —� SOUTHOLD, NY 11971 Win ® — — 6 TX �% -- — IL/Y\ ® I TOILET ROOM II— Tr --IT - Ii� TELLER II II II II II II I ® ® QUEUE i� iI II II II III1U_ _ -- JRS ARCHITECT I I II I II II P. C. I B B B B II— 11 ��I I� — 181 East Jericho Turnpike, Mineola, NY 11501-2032 ® ® Tel:516-294-1666 Fax:516-294-1669 LINE OF MEZZANINE ABOVE 4 I� Princeton, NJ _ Te1:6096889100 Fax:6096889060 ATM ROOM — — I 3 _ _ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND PLATFORM AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C.AREA - -n ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS UP �QB VB SZB VB. ® B B vB - ARE PROHIBITED. OPEN TO ROOF I DRAWING TITLE: GROUND I OUND FLOOR DN UP FIRE SPRINKLER PLANS r- ( te pN — — -- — — — — — — — — — — — — — — — - — — — — — I —�— DRAWN BY: DN DATE: 7/12/23 \ I / CHECKED BY: KJH/PEJ SCALE: AS NOTED IIEVJ r FILE NAME: L�� J0"� t� f,. 2584MP.DWG A : '�,,ri JRS NUMBER: �Lu 22083.00 2 PROPOSED GROUND FLOOR SPRINKLER PLAN ' � 7 - `I 0 2 4 8 2 - `�, `�Q,� 73�� SHEET NUMBER: 3 OF 4 SCAM WW-0' 1/4" = 1'-09' SP-102.00 KEY PLAN: ELECTRICAL LEGEND ELECTRICAL GENERAL NOTES ELECTRICAL ABBREVIATIONS NOTES: 1. SCOPE: FURNISH LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR THE 20. PERMITS: INCLUDE IN THE BID PRICE THE PAYMENT OF NECESSARY PERMITS. FURNISH A AMPERES J JUNCTION BOX 1. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM AS SPECIFIED HEREIN AND THE OWNER PRIOR TO THE FINAL-PAYMENT A CERTIFICATE FROM THE ELECTRICAL 2. (E)- ADJACENT TO EQUIPMENT DENOTES EXISTING TO REMAIN. SHOWN ON THE CONTRACT DRAWINGS. OUTLINE DESCRIPTION AND DIAGRAMMATIC INSPECTION DEPARTMENT HAVING JURISDICTION CERTIFYING THAT THE ELECTRICAL AC AIR CONDITIONING UNIT JB JUNCTION BOX 3. (R)- ADJACENT 1'0 EQUIPMENT DENOTES EXISTING TO BE RELOCATED. REPRESENTATION OF SYSTEM OPERATION AND EQUIPMENT DOES NOT LIMIT WORK MEETS THE REQUIREMENTS OF THE LOCAL INSPECTION AUTHORITIES AND/OR 4. (D)- ADJACENT 1'0 EQUIPMENT DENOTES EXISTING TO BE DEMOLISHED. CONTRACTOR LIABILITY FOR FURNISHING AND INSTALLING COMPLETE AND OPERABLE THE NATIONAL BOARD OF FIRE UNDERWRITERS. ACC AIR COOLED CONDENSING UNIT KCMIL THOUSAND CIRCULAR MILS DEMOLITION TO INCLUDE ALL CONDUIT, WIRE, DEVICES, SUPPORTS, HANGERS, SYSTEMS. BASES, ETC. BACK TO SOURCE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE RULES OF THE NATIONAL ELECTRICAL 21. SCHEDULING: COORDINATE WITH THE OWNER FOR SCHEDULING OF WORK. AHU AIR HANDLING UNIT KVA KILOVOLT AMPERE • CODE, PSEGLI RED BOOK AND ANY APPLICABLE LOCAL CODES. 22. WORK SHALL BE INSTALLED IN A NEAT WORKMANLIKE MANNER. AFF ABOVE FINISHED FLOOR KW KILOWATT P1-2,4 HOME RUN TO PANEL P1, CIRCUITS 2 & 4. 3. THE MINIMUM SIZE WIRE SHALL BE MC CABLE WITH #12 THHN COPPER. 23. KEEP THE WORK SITE AND SURROUNDING AREA FREE FROM ACCUMULATION OF WASTE AIC AMPERE INTERRUPTING CAPACITY KWH KILOWATT HOUR MATERIAL OR RUBBISH GENERATED BY WORK FROM THIS CONTRACT. PROPERLY AND AREA OF WORK 4. PROVIDE TYPE WRITTEN POWER PANEL DIRECTORIES IDENTIFYING ALL CIRCUITS. LEGALLY DISPOSE OF MATERIAL. ARF ABOVE RAISED FLOOR LF LINEAR FEET 0 PANE.LBOARD - REFER TO SCHEDULE FOR 5. ALL FIRE-RATED WALL PENETRATIONS MUST BE FIRE STOPPED, INCLUDING ANY PIPING, 24. SAFETY: JOB SITE SAFETY SHALL BE IN STRICT ACCORDANCE WITH LOCAL, STATE AND AWG AMERICAN WIRE GAUGE LRA LOCKED ROTOR AMPERES DETAILS CONDUIT, CABLE TRAYS, ETC. FEDERAL REQUIREMENTS. BHP BRAKE HORSEPOWER LTG LIGHTING OJ JUNCTION BOX, FLUSH OR SURFACE MOUNTED - SIZED PER CODE 6. PROVIDE ALL REQUIRED PULL BOXES AND MISCELLANEOUS HARDWARE FOR ALL 25. VISIT THE SITE AND CAREFULLY EXAMINE EXISTING CONDITIONALS THAT MAY AFFECT CONDUIT RUNS. ALL CONDUITS SHALL BE PROPERLY SUPPORTED. THE BID. BLDG BUILDING MAX MAXIMUM WIRING IN CONDUIT 7. ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED. 26. PROVIDE SUBMITTALS (SHOP DRAWINGS) FOR REVIEW FOR NEW MATERIALS AND C CONDUIT MC MECHANICAL CONTRACTOR EQUIPMENT. PRIOR TO SUBMITTING, REVIEW SUBMITTALS FOR COMPLIANCE WITH CONSULTANTS: 8. BALANCE PANELBOARD LOADS EQUALLY OVER THREE (3) PHASES. CONTRACT DOCUMENTS, CONFLICTS WITH OTHER TRADES, AND CONSTRUCTABILITY. CAB CABINET MCB MAIN CIRCUIT BREAKER CONDUIT TURNED UP IDENTIFY ANY DEVIATIONS IN SUBMITTALS FROM CONTRACT DOCUMENT. ENGINEER'S Jacobsen & Horan Engineering, P.C. 9. UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE NEMA 1 REVIEW OF SUBMITTALS DOES NOT INCLUDE REVIEW OF DIMENSIONS, DETAILS OR CB CIRCUIT BREAKER MCC MOTOR CONTROL CENTER 990 South 2nd St. Ronkonkoma, NY 11779 -0 CONDUIT TURNED DOWN ENCLOSURES AND ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE NEMA 3R QUANTITIES. REVIEW DOES NOT WAIVE ANY REQUIREMENTS OF CONTRACT DOCUMENTS, CKT CIRCUIT MER MECHANICAL EQUIPMENT ROOM O: (631 580-6100 F. 631 580-6101 ENCLOSURES. INCLUDING REQUIREMENT TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. 10. PROVIDE FLEXIBLE CONDUIT CONNECTION AT ALL EQUIPMENT SUBJECT TO VIBRATION. 27. WHEN MOUNTING ELECTRICAL WORK IN AREAS SUBJECT TO PEDESTRIAN TRAFFIC CLG CEILING MFS MAIN FUSED SWITCH www.jhepc.com ((� DUPLEX CONVENIENCE RECEPTACLE- 120V, 20A, NEMA 5-20R MAINTAIN REQUIRED HEADROOM CLEARANCES. JHE Project#: 23-2683 (HUBBELL HBL5362). MOUNTED AT 1' - 3" A.F.F. 11. ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT FURNISHED OR UTILIZED CLOS CLOSET MH MANHOLE UNDER THIS PROJECT SHALL BE PROVIDED WITH PHENOLIC NAMEPLATES INDICATING 28. ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE UL LISTED AND SHALL CONFORM DUPLEX GFCI RECEPTACLE- 120V, 20A, NEMA 5-20R, WP „ THE PANEL NAME AND WHERE IT IS FED FROM. TO FACTORY MUTUAL STANDARDS AS APPLICABLE. COMM COMMUNICATION MIN MINIMUM GFI INDICATES WEATHERPROOF, NUMBER INDICATES CIRCUIT 12. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WITH TRADES, 29. ELECTRICAL WORK SHALL BE CONCEALED IN FINISHED AREAS SHOWN ON THE CONT CONTINUATION MLO MAIN LUGS ONLY CUT/PATCH/REPAIR ALL WALL, FLOOR AND CEILING PENETRATIONS AS NEEDED, TO ARCHITECTURAL DRAWINGS. DUPLEX RECEPTACLE - 120V, 20A, NEMA 5-20R MATCH. CORR CORRIDOR MOT MOTOR MOUNTED AT 18" A.F.F. CONTROLLED BY SWITCH 30. EQUIPMENT LOCATIONS: REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LIGHT 13. THE TERMS "PROVIDE" AND "FURNISH AND INSTALL" SHALL BE USED FIXTURE LOCATIONS AND THE MECHANICAL DRAWINGS FOR EXACT MECHANICAL CT CURRENT TRANSFORMER MTD MOUNTED DUPLEX CONVENIENCE RECEPTACLE- 120V, 20A, NEMA 5-20R INTERCHANGLASLY TO INDICATE THAT THE CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT LOCATIONS. LOCATIONS OF ELECTRICAL EQUIPMENT AND CONDUIT ARE (HUBBELL HBL5362). DIAGONAL LINE INDICATES MOUNTING DEVICE/ITEM. SHOWN DIAGRAMMATICALLY. DETERMINE EXACT LOCATIONS IN THE FIELD. CU COPPER MTG MOUNTING HEIGHT TO BE 42" A.F.F. 14. UNLESS OTHERWISE NOTED, THE ELECTRICAL CONTRACTOR SHALL PROVIDE STAINLESS 31. GUARANTEE: THE ENTIRE ELECTRICAL INSTALLATION, MATERIAL AND WORKMANSHIP DG DIESEL GENERATOR N NEUTRAL STEEL FACEPLATES FOR ALL LIGHT SWITCHES AND RECEPTACLES. SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF WARNING DUPLEX CONVENIENCE RECEPTACLE- 120V, 20A, NEMA 5-20R SUBSTANTIAL COMPLETION. DISC DISCONNECT NC NORMALLY CLOSED IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, +XX" (HUBBELL HBL5362). DIAGONAL LINE INDICATES MOUNTING UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 15. THE CONTRACTOR SHALL PROVIDE LAMPS AND MOUNTING HARDWARE FOR ALL NEW ENGINEER, TO ALTER AN REM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS A.F.F. HEIGHT TO BE AT HEIGHT NOTED ("XX") A.F.F. LIGHT FIXTURES. 32. CONDUIT, FITTINGS AND JUNCTION BOXES SHALL BE SUITABLE FOR THE AREA DN DOWN NIC NOT IN CONTRACT ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND CLASSIFICATION IN WHICH THEY ARE TO BE INSTALLED. THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE 16. THE CONTRACTOR SHALL PROVIDE A CERTIFICATE OF ELECTRICAL INSPECTION FOR THE DWG DRAWING NO NORMALLY OPEN ALTERATION. TAMPER-PROOF DUPLEX RECEPTACLE, 20A, 120/277V 33. COORDINATE ALL FOOD SERVICE EQUIPMENT CONNECTIONS WITH MANUFACTURERS CUT QT WORK FROM THE LOCAL INSPECTION AGENCY AND PAY ALL ASSOCIATED FILING FEES. SHEETS. VERIFY ELECTRICAL STUB UP LOCATIONS PRIOR TO ROUGH IN. EC ELECTRICAL CONTRACTOR NTS NOT TO SCALE ((� 17. E.C. SHALL PROVIDE TEMPORARY POWER AND LIGHTING AS REQUIRED. '11 CEILING MOUNTED DUPLEX RECEPTACLE, 20A, 120/277V 34. WHERE CONFLICTS EXIST WITHIN THE CONTRACT DOCUMENTS, REQUEST CLARIFICATION EL ELEVATION OC ON CENTER COMMENTS: C PRIOR TO THE SUBMISSION OF A BID. IF CLARIFICATION IS NOT REQUESTED, PROVIDE DATE DESCRIPTION dTh 18. VOLTAGE DROP CALCULATIONS ARE BASED ON CIRCUIT LOADING AND DISTANCES ELECT ELECTRICAL P POLE DOUBLE DUPLEX RECEPTACLE- 120V, 20A, NEMA 5-20R GENERALLY AS CIRCUITED ON PLAN. IF ALTERNATE CONDUIT ROUTING, CIRCUIT THE WORK REPRESENTING THE HIGHER COST AND QUALITY. 10/4/23 ISSUED FOR BID (QUAD) - LOADING OR CONDUCTOR MATERIAL IS PROVIDED, VERIFY VOLTAGE DROP. ELEV ELEVATOR PB PULL BOX MOUNTED AT 18" A.F.F. 19. UNLESS OTHERWISE NOTED, CIRCUITS HAVE NOT BEEN DE-RATED FOR CONDUCTOR PHASE ® SPECIAL PURPOSE RECEPTACLE- REFER TO DRAWINGS BUNDLING, NOR HAVE CONDUITS BEEN SIZED FOR MULTIPLE CIRCUITS. IF MULTIPLE EMERG EMERGENCY CIRCUITS ARE INSTALLED IN A SINGLE RACEWAY, DE-RATE CONDUCTOR AAPACITY PER EP ELECTRICAL PANEL PNL PANEL EIJ HEAVY DUTY UNFUSED DISCONNECT SWITCH THE NATIONAL ELECTRICAL CODE AND PROVIDE APPROPRIATE SIZE CONDUIT. 60 60 INDICATES AMPERE RATING, EQ EQUAL PWR POWER 3 POLE UNLESS NOTED OTHERWISE EQPT EQUIPMENT RECEPT RECEPTACLE X CAT 6 LOCATIED`I TLET O X.N HE I M ROOVIDE M AT 6 CABLING K O LAN RACK . "X" DENOTES NUMBER OF PORTS GROUNDING GENERAL NOTES EXIST EXISTING RLA RATED LOAD AMPERES REVISIONS CAST (I IRON POWER/DATA FLOOR BOX WITH BRASS COVER - FA FIRE ALARM RM ROOM CA TA FOR USE AT GRADE. PROVIDE BRANCH CIRCUIT WIRING IN 1. GROUND ALL ELECTRICAL WORK IN ACCORDANCE WITH THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRICAL CODE, PSEGLI RED BOOK AND ALL APPLICABLE LOCAL CODES. REV. DATE DESCRIPTION X CONDUIT AS PER PANEL SCHEDULE. PROVIDE CAT 6 CABLING IN FAAP FIRE ALARM ANNUNCIATOR PANEL SD SMOKE DETECTOR 3/4" CONDUIT. TRENCH TO NEAREST WALL AND UP TO ACCESSIBLE 2. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. FACP FIRE ALARM CONTROL PANEL SPEC SPECIFICATION CEILING SPACE. "X" DENOTES NUMBER OF PORTS. 3. ALL GROUND CONNECTIONS SHALL BE TO CLEANED & BRIGHTENED METALLIC SURFACE. UTILIZE STAR WASHERS AT GROUND CONNECTIONS. FBO FURNISHED BY OTHERS SPKLR SPRINKLER OADDRESSABLE PHOTOELECTRIC SMOKE DETECTOR 4. ALL CONDUITS TO BE GROUNDED USING BONDING BUSHINGS AT EACH END. S (COMPATIBLE WITH EXISTING SYSTEM) FDR FEEDER SS STAINLESS STEEL 5. GROUNDING CONDUCTORS LARGER THAN #6 SHALL HAVE A MINIMUM BENDING RADIUS OF 12". GROUNDING CONDUCTORS #6 AND SMALLER SHALL HAVE A MINIMUM BENDING RADIUS OF 8". As WALL MOUNTED STROBE ONLY (COMPATIBLE WITH EXISTING SYSTEM) FF FINISHED FLOOR SW SWITCH SUBSCRIPT DENOTES CANDELA RATING FIXT FIXTURE SWGR SWITCHGEAR SZ15 WALL MOUNTED HORN/STROBE (COMPATIBLE WITH EXISTING SYSTEM) FL FLOOR TEL TELEPHONE lFJ SUBSCRIPT CLIENT INFORMATION: ; FLA FULL LOAD AMPERES TRANS TRANSFORMER NMI FLUOR FLUORESCENT TYP TYPICAL ; F"rst GC GENERAL CONTRACTOR UH UNIT HEATERNat"onal G GROUND UON UNLESS OTHERWISE NOTED Po� g Bank LI'" GFI GROUND FAULT INTERRUPTING UPS UNINTERRUPTIBLE POWER SUPPLY THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION HC HUNG CEILING V VOLT OR VOLTAGE FIRST NATIONAL BANK OF LONG ISLAND HH HANDHOLE W WATT 53345 MAIN ROAD, UNIT#11-1 � SOUTHOLD, NY 11971 HP HORSEPOWER W/ WITH HR HOUR W/0 WITHOUT HT HEIGHT WP WEATHERPROOF JRS ARCHITECT, P. C. HZ HERTZ 181 East Jericho Turnpike, Mineola, NY 11501-2032 XP EXPLOSION PROOF Tel:516-294-1666 Fax:516-294-1669 INCAND INCANDESCENT Princeton, NJ Tel:60M88-9100 Fax:609-688-9060 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: LEGEND, ABBREVIATIONS BUILDING DEPARTMENT NOTES: & NOTES 1) THE ELECTRICAL SYSTEM HAS BEEN DESIGNED IN FULL COMPLIANCE WITH THE BUILDING CODE OF 14EW YORK STATE AND THE NATIONAL ELECTRICAL CODE, NFPA DRAWN BY: JEB DATE: 7/12/23 70. CHECKED BY: KJH/PEJ SCALE: AS NOTED 2) THE BUILDING SHALL BE PROTECTED BY CARBON MONOXIDE DETECTION AND ALARMS IN FULL COMPLIANCE WITH THE NYS UNIFORM CODE, SECTION 1228.4. FILE NAME: THE CARBON MONOXIDE DETECTION AND ALARMS DESIGN AND FILING WITH THE OF NEU 2683E.DWG AUTHORITY HAVING JURISDICTION SHALL BE BY AN APPROVED VENDOR. JACn Co JRS NUMBER. 22083.00 TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL �^ „, SHEET NUMBER: 1 OF 8 �7646� � 4� JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE RgOFESS WITH 2O20 ECCCNYS FOR COMMERCIAL CODE COMPLIANCE. E-001 .00 GF-3/CC — KEY NOTES X KEY PLAN: — 1. REPLACE EXISTING 200A, 120/208V, 3 PHASE, 4 WIRE PANEL P1. 2 3 REFER TO CELLAR ELECTRICAL PLAN AND PANEL SCHEDULE FOR MORE • 1 4 INFORMATION. XK 2. EXISTING EQUIPMENT, TIMECLOCK, RECEPTACLES, EXIT SIGNS, AND FIRE 1 STORAGE ALARM DEVICES TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. ' STORAG S ® III LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. ® 5 3. DEMOLISH ALL EXISTING LIGHTING AND ASSOCIATED CONTROLS IN CELLAR • STORAGE2 3 3 Ax BACK TO SOURCE IN PANEL P1. MAINTAIN CONTINUITY TO EXISTING • LIGHTING IN "NIC" AREAS. • UP I I 4. DEMOLISH DISCONNECT, CONDUIT, AND WIRE ASSOCIATED WITH WATER AREA OF WORK N X STORA E HEATER BACK TO SOURCE IN PANEL P1. 5. RELOCATE SMOKE DETECTOR IN. REFER TO CELLAR ELECTRICAL PLAN 01 NIC �� O FOR NEW LOCATION. qp L_ _J 0 U� CONSULTANTS: U— Jacobsen & Horan Engineering, P.C. 990 South 2nd St. Ronkonkoma, NY 11779 O O 0: (631) 580-6100 F: (631) 580-6101 2 3 www.jhepc.com STORAGE JHE Project#: 23-2683 3 O O QWARNING a IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND 1 CELLAR DEMOLITION PLAN THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SCALE V4!-T-o' COMMENTS: — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — DATE DESCRIPTION �— KEY NOTES X 10/4/23 ISSUED FOR BID ( I I 1. EXISTING RECEPTACLES AND FIRE ALARM DEVICES TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. I I I 2. EXISTING TOILET ROOM LIGHTING TO REMAIN. LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. I 3. EXISTING EMERGENCY LIGHTING FIXTURE TO REMAIN. LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. I ( I REVISIONS I ( I 4. EXISTING EXTERIOR LIGHTING AND ROOF—MOUNTED SIGNAGE CIRCUIT TO IZL (IDREMAIN. LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. REV. DATE DESCRIPTION I I I 5. DEMOLISH ALL EXISTING TRACK LIGHTING, CEILING FAN, AND ASSOCIATED 1 1/16/24 REV PER BD - STAIR I CONTROLS IN MEZZANINE OFFICE SPACES BACK TO SOURCE IN PANEL I I X X X X X X I P1. MAINTAIN CONTINUITY TO EXISTING LIGHTING IN "NIC" AREAS. Ioo CO 6 I 6. EXISTING CEILING FAN AND WALL CONTROLLER TO REMAIN. LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. REFER TO ELECTRICAL PLAN FOR I X X X X X�— X X X X STORAGE MORE INFORMATION. 0 I NIC I I 1 5 I I OFFICE ACE OFFICE SPACE ( 1 ® 5 CLIENT INFORMATION: Fir s t II I I IF I � I ® ® 4a tio n a x I ° . � x Bank u� — g TOILET 3 I DN ( INTERIOR ALTERATION NATIONAL BANK OF LONG ISLAND ROOM ( FIRST NATIONAL BANK OF LONG ISLAND / 53345 MAIN ROAD, UNIT#11-1 L - - ----- ---— — — — — ———— SOUTHOLD, NY11971 I 2 I-- _~��--- JRS ARCHITECT P. C. NIC — ` `-—, I 181 East Jericho Turnpike, Mineola, NY 11501-2032 r-- _ Tel:516-294-1666 Fax:516-294-1669 � i I .,—'" "— —. ( Princeton, NJ I I OPEN TO BELOW Tel:609-688-9100 Fax:609-688-9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ` I ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. . I I I DRAWING TITLE: CELLAR & MEZZANINE DEMOLITION PLANS ( I IDRAWN BY: JEB DATE: 7/12/23 — — — — — — — — — — — — — — — — —1 CHECKED BY: KJH/PEJ SCALE: AS NOTED FILE NAME: �F1 N�. dY�R 2683E.DWG r J A93� 9 JRS NUMBER: 22083.00 2 MEZZANINE DEMOLITION PLAN, �� 076ae2 �� SHEET NUMBER: 2 OF 8 6%5A FESSICNP� SCALE VC-T-9 1/4" = 1 t-0" 4. . .� E-101 .00 KEY PLAN: 4 2 1 1 1 1 i AREA OF WORK m EX EX x x x do x x �— x �- x 1 2 6 X X --�E- —�C X x-— NIC �� X X I L1 11 L. 3 1 I CONSULTANTS: - 99,719 1 7 6 5 6 5 I Jacobsen & Horan Engineering, P.C. E 990 South 2nd St. Ronkonkoma, NY 11779 — — — — — — — — — — — — — 7 1 I O: (631) 580-6100 F. (631) 580-6101 8 X —� x —� x —� X x -> x —Q X I www.jhepc.com JHE Project#: 23-2683 - - — — - - - - - - - x �x }. NIC O I 6 x x xMx —fix —fix —fix x —fix EX ol �I� \ UPS x x x x —� x —� x —� x xD x� x� x IT I�SSA VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL \� ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL 7 / AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND 1 5 `- ( THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE I ALTERATION. IV i 4 NIC COMMENTS: O x x x x —� x —� x —� x —� x —t x —C x —1- x ® 5 DATE DESCRIPTION - - -_ - - _ — � � - .3 3 ( 10/4/23 ISSUED FOR BID 7 7 9 O O �} E) EX 7 L• L• L• X � � L• L• L• L• I 4 REVISIONS : ® ® ® ® z REV. DATE DESCRIPTION — 1 1/16/24 REV PER BD - STAIR CLIENT INFORMATION: rst N Bank. U' KEY NOTES X THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND 1. EXISTING RECEPTACLES AND FIRE ALARM DEVICES TO REMAIN UNLESS 53345 MAIN ROAD, UNIT#11-1 SPECIFICALLY NOTED OTHERWISE. LOCATE AND PROTECT THROUGHOUT SOUTHOLD, NY 11971 CONSTRUCTION. 2. EXISTING STORAGE ROOM LIGHTING TO REMAIN. RELOCATE LIGHTING SWITCH. REFER TO LIGHTING PLAN FOR NEW SWITCH LOCATION. JRS ARCHITECT, P. C. 3. EXISTING EMERGENCY LIGHTING FIXTURE AND EXIT SIGN TO REMAIN. LOCATE AND PROTECT THROUGHOUT CONSTRUCTION. 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 4. EXISTING EXTERIOR LIGHTING AND RECEPTACLES TO REMAIN. LOCATE AND Princeton N1 PROTECT THROUGHOUT CONSTRUCTION. Tel:609-688-9100 Fax:609-688-9060 5. DEMOLISH ALL EXISTING TRACK LIGHTING, WALL SCONCES, DOWNLIGHTS AND ASSOCIATED CONTROLS IN FIRST FLOOR BACK TO SOURCE IN THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND PANEL P1. MAINTAIN CONTINUITY TO EXISTING LIGHTING IN NIC„ AREAS. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 6. DEMOLISH RECEPTACLE AND ASSOCIATED CONDUIT/WIRE BACK TO ARE PROHIBITED. SOURCE IN PANEL P1. 7. DEMOLISH DATA JACK AND ASSOCIATED CONDUIT/WIRE BACK TO SOURCE. DRAWING TITLE: FIRST FLOOR 8. RELOCATE EXSITING CO DETECTOR. REFER TO ELECTRICAL PLAN FOR DEMOLITION PLAN NEW LOCATION. 9. REPLACE EXISTING DUPLEX RECEPTACLE. REFER TO 1ST FLOOR POWER PLAN FOR MORE INFORMATION. DRAWN BY: JEB DATE: 7/12/23 CHECKED BY: KJH/PEJ SCALE: AS NOTED FILE NAME: OF NEW), 2683E.DWG JACO�, 9f s JRS NUMBER: 22083.00 1 LU FIRST FLOOR DEMOLITION PLAN 2 4 �� A 0` FO )Oro 6462 �� SHEET NUMBER: 3 OF 8 SCALE W-T-V 1/499 = 1'-0" RCFESSIONP E- 1 02.00 GF-3/CC — KEY NOTES X KEY PLAN: oNW 1. NEW PANEL P1. REFER TO PANEL SCHEDULE FOR MORE INFORMATION. PANEL P1 1 P COORDINATE ALL OUTAGE TIME WITH LANDLORD. 1 7 • 2. WIRE EMERGENCY LIGHTING AND EXIT SIGNS AHEAD OF LOCAL 00 5 RCP SWITCHING. PROVIDE ADDITIONAL 'HOT'/UNSWITCHED WIRE. (TYP.) 3 0 S • EWH 5 STORAG A oNw A A 3. PROPOSED LOCATION OF LIGHTING SWITCH. COORDINATE EXACT LOCATION STORAGE ® ® WITH FNB REPRESENTATIVE PRIOR TO ROUGH—IN. REFER TO LIGHTING S CONTROLS DETAILS FOR MORE INFORMATION. C ST RAGE 3 STORAGE ® 4. COORDINATE MOUNTING LOCATION OF OCCUPANCY SENSORS WITH ALL • 6 TRADES AND SENSOR MANUFACTURER RECOMMENDATIONS PRIOR TO UP ROUGH—INS. (TYP.) AREA OF WORK 04 S C 5. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR CIRCUITRY AND DISCONNECT INFORMATION. 15 9 6. NEW LOCATION OF EXISTING SMOKE DETECTOR. EXTEND CONDUIT/WIRE < L— S P ONW AS REQUIRED. r-- —I O db B P 3 7. FURNISH AND INSTALL NEW SMOKE DETECTOR. WB P1-7 CONSULTANTS: �� 8. FURNISH AND INSTALL STROBE NOTIFICATION DEVICE. 3 9. FURNISH AND INSTALL COMBINATION HORN STROBE NOTIFICATION DEVICE. Jacobsen & Horan Engineering, P.C. 7 4 990 South 2nd St. Ronkonkoma, NY 11779 C 9 a 0: (631) 580-6100 F: (631) 580-6101 S www.jhepc.com 75 11 LIGHTING CONTROLS NARRATIVE JHE Project#: 23-2683 ® c C c C 0S D STORAGE 2 1. STORAGE ® 1.1. LIGHTING IN THESE AREAS SHALL BE CONTROLLED VIA LOCAL VACANCY SENSOR (MANUAL ON/AUTO OFF). MAXIMUM 30 MIN TIME DELAY FOR SHUT—OFF. C C GENERAL NOTE IT I� A RNIN VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE REM HIS/HER SEAL 1. LIGHTING CIRCUITRY SHOWN IS DIAGRAMMATIC. PROVIDE PROPER NUMBER AND THE NOTATION `ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND 1 CELLAR ELECTRICAL PLAN OF CONDUCTORS TO PERFORM DESIRED SWITCHING. THE DATE ALTERATION.F SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE SCAM v4•-T a' COMMENTS: — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - DATE DESCRIPTION �— — KEY NOTES X 10/4/23 ISSUED FOR BID I I I 1. WIRE EMERGENCY LIGHTING AND EXIT SIGNS AHEAD OF LOCAL SWITCHING. PROVIDE ADDITIONAL 'HOT'/UNSWITCHED WIRE. (TYP.) 2. PROPOSED LOCATION OF LIGHTING SWITCH. COORDINATE EXACT LOCATION WITH FNB REPRESENTATIVE PRIOR TO ROUGH-IN. REFER TO LIGHTING CONTROLS DETAILS FOR MORE INFORMATION. I I I I I I 3. COORDINATE MOUNTING LOCATION OF OCCUPANCY SENSORS WITH ALL TRADES AND SENSOR MANUFACTURER RECOMMENDATIONS PRIOR TO ROUGH-INS. (TYP.) REVISIONS : db 4. FURNISH AND INSTALL NEW SMOKE DETECTOR. REV. DATE DESCRIPTION 5. FURNISH AND INSTALL STROBE NOTIFICATION DEVICE. 1 1/16/24 REV PER BD - STAIR B B B B B STORAGEI 6. FURNISH AND INSTALL COMBINATION HORN STROBE NOTIFICATION DEVICE. NIC I I CO I OFFICE SPACE ® sP OFFIACE S oS 3 ® 6 OFFICE SPACE WB ® S os I LIGHTING CONTROLS NARRATIVE I II 220033 11 4 I I I 30 K713 K7B K713 K713 7B I 1. OFFICE SPACE CLIENT INFORMATION: 5 S 2 SP I 1.1. LIGHTING IN THESE AREAS SHALL BE CONTROLLED VIA LOCAL 2 VACANCY SENSOR (MANUAL ON/AUTO OFF). MAXIMUM 30 MIN TIME i rst Ly\I I 6 I DELAY FOR SHUT—OFF. "� F "� '� Al OILET ® 4 ® ® P1-6 W a on a I I I R® S I Bank L.I" 15 ® P1-27 DN I P1-39 oS I THE FIRST NATIONAL BAN� I o • �, Q 5 I I I ( ( I K OF LONG ISLAND GENERALNOTE INTERIOR ALTERATION S 15 — — I FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 I L - - -El-4 ( - - I 1. LIGHTING CIRCUITRY SHOWN IS DIAGRAMMATIC. PROVIDE PROPER NUMBER SOUTHOLD, NY 11971 _ OF CONDUCTORS TO PERFORM DESIRED SWITCHING. JRS ARCHITECT, P. C. NIC I r. — ` — — — I 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 I ,-- -�"'-�'f ~ �•``'- _ T Princeton, NJ OPEN TO BELOW _ I I I Tel:609-688-9 .00 IJ _ Fax:609-688-9060 i THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 1 I AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: CELLAR & MEZZANINE I ELECTRICAL PLANS I DRAWN BY: JEB DATE: 7/12/23 — -'- — — — CHECKED BY: KJH/PEJ SCALE: AS NOTED NE IV FILE NAME: J A CO 091 2683E.DWG JRS NUMBER: 22083.00 0' ✓��• 6 �C'�� 2 MEZZANINE ELECTRICAL PLAN 2' 4' 8' �A9 SHEET NUMBER: 4 OF 8 cAL sE v4�r-+ir aFEss�o�' 1/4" = 1'-0" E-103.00 KEY NOTES X LIGHTING CONTROLS NARRATIVE KEY PLAN: �-�-� E��J-� EX EX . __ _ _ _ I 1. WIRE EMERGENCY LIGHTING AND EXIT SIGNS AHEAD OF LOCAL 1. PLATFORM AREA, TELLER QUEUE TOILET ROOM BREAK ROOM TELLER AREA o L, L1 ( 5 P1— — ( SWITCHING. PROVIDE ADDITIONAL 'HOT'/UNSWITCHED WIRE. (TYP.) WORK ROOM. MEETING ROOM, ATM ROOM D • 4 B — I__ _ I 2. LOCATION OF LIGHT SWITCH. (TYP.) COORDINATE EXACT LOCATION 1.1. LIGHTING IN THESE AREAS SHALL BE CONTROLLED VIA LOCAL VACANCY oN l.— ( WITH FNB REPRESENTATIVE PRIOR TO ROUGH-IN. REFER TO SENSOR (MANUAL ON/AUTO OFF). MAXIMUM 30 MIN TIME DELAY FOR ! LIGHTING CONTROLS DETAILS FOR MORE INFORMATION. SHUT-OFF.Gy) Pp • D WORK R OM ® 1 D MEETING ( 3. COORDINATETRADES AND MOUNTING SENSOR MANUFACTURERUPANCY SENSORS RECOMMENDAT RECOMMENDATIONS WITH Os B B ROOM • �— if— — TELLER — E ® ° PRIOR TO ROUGH-INS. (TYP.) (� os AREA E 1 T. BREAK OM e ® ® 4. NEW LOCATION OF EXISTING LIGHTING SWITCH FOR ADJACENT WB ® I CODE COMPLIANCE NOTES AREA OF WORK ONW _ _ ( SP SP ALL LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING B B — �' — ____ `" GENERAL NOTE CONDITION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE MANUFACTURER'S TOILET ROOM ® 6 - B X I INSTRUCTIONS AS REQUIRED BY 2020 ECCCNYS, SECTION C408.3. ® DOCUMENTS CERTIFYING THAT THE INSTALL LIGHTING CONTROLS MEET DOCUMENTED R- -ram O - -` �l I 1. LIGHTING CIRCUITRY SHOWN IS DIAGRAMMATIC. PROVIDE PROPER PERFORMANCE CRITERIA OF SECTION C405 ARE TO BE PROVIDED TO THE BUILDING CONSULTANTS: TELLER II II () II II (I NUMBER OF CONDUCTORS TO PERFORM DESIRED SWITCHING. NIC QUEUE II II II II II I( I OWNER WITHIN 90 DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATE OF Jacobsen & Horan Engineering, P.C. OCCUPANCY AS REQUIRED BY 2020 ECCCNYS, SECTION 408.3.2. 990 South 2nd St. Ronkonkoma, NY 11779 II II II 1( II II B B VB N71B u-- -u-=1L=!I=1- --- I IN ADDITION, THE TOTAL VOLTAGE DROP ACROSS THE COMBINATION OF FEEDERS AND O: (631) 580-6100 F. (631) 580-6101 _ BRANCH CIRCUITS DOES NOT EXCEED 5% AS REQUIRED BY 2020 ECCCNYS, SECTION www.jhepc.com B 1 JHE Project#: 23-2683 ATM ROOM 0 G)_ - ® °S P B n IK7 K713 K7B K7B VB 1b I LM CD 2 PLATFORM EX SID AREA UPI U-U k1l IH ws E 6 L VEX ® I WARNING IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL `. `. EX ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS 4-1 jALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COMMENTS: ® ® ® ® ® ® DATE DESCRIPTION 10/4/23 ISSUED FOR BID 1 LIGHTING PLAN, sc� va��r-o KEYNOTES X REVISIONS : REV. DATE DESCRIPTION 1. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR CIRCUITRY AND DISCONNECT 1 1/16/24 REV PER BD - STAIR O7 — _ — ;. INFORMATION. S — — — — _ 2. WHERE CIRCUITRY IS SHOWN WITHIN TELLER TURRET, COORDINATE ROUTING AND LOCATIONS WITH 01 P1-64 ARCHITECTURAL MILLWORK DETAILS. WORKROOM P1-66 MEETING ® ROOM 3. COORDINATE WITH GENERAL CONTRACTOR TO CORE THROUGH FLOOR FOR NEW POKE—THRU S 15 ® FL00 OX. ROUTE CONDUIT IN CEILING OF FLOOR BELOW. 01 S 15 4. NOT USED. CO X� _ ER ELECTRIC FIREPLACE. 62 CLIENT INFORMATION: P1-46 � P1- 6. FURNISH AND INSTALL NEW SMOKE DETECTOR. (TYP.) 2 TELLER ° � N,y AREAForst S 15 E OQM — — ® 7. FURNISH AND INSTALL STROBE NOTIFICATION DEVICE. (TYP.) ' rt=9 Nat"onal NIC TOILET ROO — 3 8. FURNISH AND INSTALL COMBINATION HORN STROBE NOTIFICATION DEVICE. ® — QS Sank L1' P1-4 TX-0 S 15 THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION 0 J n— -IT- -IT —1—Ir-- FIRST NATIONAL BANK OF LONG ISLAND 5 P1-48 II II i1 II II (I P1-58 P1-56 P1-60 GENERAL POWER �-+- COMM NOTES: 53345 MAIN ROAD, UNIT#11-1 P1-5 TELLER II II II II II (( SOUTHOLD, NY 11971 QUEUE II II II II II II P1-22 P1-61 - -__1 -� 1. REFER TO TITLE SHEET(S) FOR ADDITIONAL INFORMATION AND LEGENDS. P1-54 Ir -= 2. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. I JRS ARCHITECT, P. C. 3. ADJACENT RECEPTACLES SHALL BE GANGED IN A SINGLE MULTI-GANG BOX AND COVERED BY 181 East Jericho Turnpike, Mineola, NY 11501-2032 ATM ROOM S 6 O - A SINGLE PLATE. Tel:516-294-1666 Fax:516-294-1669 ® 1 �0� Princeton, NJ — 4. ALL EXISTING RECEPTACLES AND OUTLETS NOT INDICATED IN AREA OF WORK SHALL REMAIN. Tel:609-688-9100 Fax:609-688-9060 NIC _ _ n PLATFORM - - 5. GENERAL CONTRACTOR SHALL COORDINATE WITH FINAL FURNITURE PLAN. ® AREA THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND P1-1 P1 ® - - 6. MAINTAIN EXISTING BUILDING CORE OUTLETS IN PUBLIC CORRIDORS, CORE TOILET, FREIGHT AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. -42 ( LOBBY AND BUILDING CORE SERVICES. CIRCUIT TO REVISED LOCATIONS AT PANELS WHEN ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I8 REQUIRED. ARE PROHIBITED. UPI I 7. CONTRACTOR SHALL PAINT OUT ALL FURNITURE ON SLAB FOR LOCATIONS OF ALL FLOOR OUTLETS AND ELECTRICAL BACK BOXES IN PARTITIONS. CONTRACTOR SHALL PAINT THE DRAWING TITLE: FIRST FLOOR LIGHTING LOCATIONS OF ALL FLOOR CORES AND BACK BOXES FOR APPROVAL BY THE ARCHITECT AND CLIENT PRIOR TO ROUGHING AND CORING. & POWER PLANS \ 4// 8. ALL OUTLETS, SWITCHES, COVER PLATES ETC. TO MATCH BUILDING STANDARD. 9. MOUNT OUTLETS HORIZONTALLY 4" ABOVE COUNTER. DRAWN BY: JEB DATE: 7/12/23 10. MOUNT ALL G.F.I. OUTLETS HORIZONTALLY 4" ABOVE COUNTER. CHECKED BY: KJH/PEJ SCALE: AS NOTED I 11. REFER TO CLIENT TELECOMMUNICATION REPRESENTATIVE FOR ADDITIONAL INFORMATION ON ® ® ® ® ® ® ® CABLE SPECIFICATION, TERMINATIONS AND LAYOUT OF EQUIPMENT. pF NE�y FILE NAME: � J A CO YOB 2683E.DWG — — — — — — — — — — — — — — — — — 12. MOUNT ALL OUTLETS ® 1'-3" A.F.F. UNLESS OTHERWISE NOTED. rr N^ JRS NUMBER: 13. COORDINATE ALL EQUIPMENT LOCATIONS WITH POWER REQUIREMENTS/LOCATIONS. 11 ��u I W 22083.00 2 POWER PLAN 2' 4' 8' 14. ALL ELECTRICAL WORK TO BE PERFORMED BY A NEW YORK STATE LICENSED ELECTRICIAN. z� a�'t FO 076462 �` SHEET NUMBER: 5 OF 8 SCALE V4!-T-g 1/409 = 1$-Off A��FESSIONP� E-104.00 KEY PLAN: HOT LINE NEUTRAL (O: RED 10-30VDC RED (POWER 24VDC) ' • Y W U I— W BLACK COMMON BLACK (DC RETURN) — _ = 0-10V 0-10V 0 M m BLUE CONTROL BLUE (OCCUPANCY - AUTO ON) SP20-RD4 BALLAST BALLAST • BLUE/WHITE (VACANCY - MANUAL ON) BLUE • TYPE OS YELLOW/ORANGE LOCAL SWITCH INPUT TYPE SP AREA OF WORK GRAY PHOTOCELL NOTES EQUIPMENT CONNECTION SCHEDULE DISC. SW. @ UNIT(3)(5) (7) RECEPTACLE 1. SP20-RD4 POWER PACK SHOWN. DESIG. LOAD UNIT MOCP VOLTS PHASE POLE FRAME FUSE STARTER(2) CIRCUIT(1) CIRCUIT REMARKS OUT TO ADDITIONAL 120/277VAC 20AMP RATING. CU 11 A 25 208 1 2 30 NF EXISTING P1-17,19 (9) SENSOR, UP TO (5) FCU 1 A 15 208 1 (6) (9) (8) MODEL WBSD-010M-CI TX 14 W - 120 1 MMS (4) P1-2 (DIMMING EWH 2500 W - 208 1 2 30 NF P1-55,57 CONSULTANTS: MOMENTARY SWITCH) RCP 12 W - 120 1 r (6) P1-59 TYPE WB NOTES: Jacobsen & Horan Engineering, P.C. (1)PROVIDE WP/GFI RECEPTACLES WITHIN 2&OF UNIT. (7)PROVIDE PHENOLIC NAMEPLATES (AT DISCONNECT SWITCHES) 990 South 2nd St. Ronkonkoma, NY 11779 (2)COMBINATION STARTER UNLESS NOTED OTHERWISE. INDICATING THE DESIGNATION AND WHERE IT IS FED FROM. O: (631) 580-6100 F: (631) 580-6101 (3) FURNISH AND INSTALL UNDER DIVISION 26 UNLESS NOTED OTHERWISE. (8)WIRE CONDENSATE PUMP (PROVIDED WITH UNIT)TO INDOOR UNIT www.jhepc.com (4) FURNISHED BY DIVISION 23 AND INSTALLED&WIRED BY DIVISION 26. AS PER MANUFACTURER'S RECOMMENDATIONS. JHE Project#: 23-2683 (5) NE MA 3R HOUSING FOR OUTDOOR EQUIPMENT. (9)PROVIDE POWER/CONTROL WIRES BETWEEN INDOOR& OUTDOOR (6) PROVIDE A SNAP SWITCH DISCONNECT FOR LOCAL DISCONNECTING MEANS. UNIT USING 44121N 3/4" EMT_ COORDINATE WITH DIVISION 23. TYPICAL WIRING DIAGRAM FOR DIMMING LOW VOLTAGE SWITCH(ES) AND CEILING MOUNTED OCCUPANCY SENSOR(S) — MANUAL ON/AUTO OFF WARNING o IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL NEW PANEL P1 ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS 120/277 VAC BLACK BLUE ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL VOLTAGE: 120/208 BUS RATING:200A CU AND THE NOTATION 'ALTERED BY' FOLLOWED BY HIS/HER SIGNATURE AND THE DATE PHASE: 3 REPLACE EXISTING PANELBOARD IN CELLAR MAIN: 200A MCB ALTERATION.F SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE WIRE:4 AIC. —KAIC FULLY RATED CKT TRIP LOAD VA PER PHASE LOAD TRIP CKT NO. LOAD DESCRIPTION P AMP VA BRANCH CIRCUIT A B C BRANCH CIRCUIT VA AMP P LOAD DESCRIPTION NO COMMENTS: 1 BATHROOM LTG 1 15 EXISTING REFED 14 2412 012 IN 3/4"EMT 14 15 1 ITX 2 DATE DESCRIPTION 3 OUTSIDE LTG 1 15 EXISTING REFED 180 24M2+#12G 3/4" EMT 180 20 1 TOILET RM 204 4 10/4/23 ISSUED FOR BID GREEN v o, LOAD 5 BATHROOM LTG 1 15 EXISTING REFED 278 2410+#100 IN 3/4"EMT 278 20 1 ME2ZZANINE LTG 6 � ® 7 CELLAR LTG 11 20 538 2412+#12G 3/4"EMT 1493 2410+#1013 IN 3/4" EMT 955 20 1 1ST FLOOR LTG 8 GROUND 9 OUTSIDE REC 1 15 EXISTING REFED 360 2412+#12 IN 3/4"EMT 360 20 1 REC:ATM ROOM 10 C) 11 DEDICATED RECEPTS 1 15 EXISTING REFED EXISTING REFED 20 1 SUMP PUMP 12 O L1517 REAR OUTSIDE REC 1 15 EXISTING REFED EXISTING REFED 20 1 BREAK RM REC 14 BATHROOM GFI 1 15 EXISTING REFED EXISTING REFED 20 1 EAST WALL REC 16 CU/FCU 2 25 1144 2410+#10G IN 1"SCH 80 1144 EXISTING REFED 20 1 COMPUTER REC 18 NEUTRAL 19 1144 PVC 1144 EXISTING REFED 20 1 PHONE SYSTEM 20 TYPE ONW 21 CELLAR REC 1 20 EXISTING REFED 360 2412+#12 IN 3/4"EMT 360 20 1 REC:ATM ROOM 22 23 1ST FLR REC 1 20 EXISTING REFED EXISTING REFED 15 1 EXIT LTG 24 REVISIONS 25 2ND FLR REC 1 20 EXISTING REFED EXISTING REFED 15 1 AIR HANDLER 26 REV. DATE DESCRIPTION 27 REC:OFFICE 202 1 20 720 2410+#10G IN 314" EMT 720 EXISTING REFED 15 1 AIR HANDLER 28 29 EXISTING LOAD 1 20 EXISTING REFED EXISTING REFED 15 1 EXTERIOR SIGN 30 31 EXISTING LOAD 1 15 EXISTING REFED EXISTING REFED 32 33 2ND FLR.REC 1 20 EXISTING REFED 20 2 EXISTING LOAD 34 LTG CTRLS SYSTEM SPECIFICATION 35 2ND FLR BATHROOM 1 20 EXISTING REFED EXISTING REFED 20 1 FAX REC 36 37 2ND FLR DESK REC 1 15 EXISTING REFED EXISTING REFED 20 1 EXISTING LOAD 38 39 REC:OFFICE 203 1 20 720 2410+#10G IN 3/4"EMT 720 EXISTING REFED 20 1 POWER STRIP REC 40 COORDINATE ALL WORK WITH EATON LIGHTING REPRESENTATIVE, MILE BICANIC(347-325-1885) AT ENTERPRISE LIGHTING SALES AND OWNER/LANDLORD FOR FINAL 41 EXISTING LOAD 1 15 EXISTING REFED 720 2412+#12 IN 3/4"EMT 720 20 1 REC: ATM ROOM 42 SYSTEM FUNCTIONALITY. 43 AC UNIT 2 30 EXISTING REFED 180 2412+#121N 3/4"EMT 180 20 1 REC: TOILET 107 44 45 360 2412 0121N 3/4"EMT 360 20 1 REC: BREAK ROOM 106 46 47 650 2412 012 IN 3/4"EMT 650 20 1 REC:BREAK ROOM 106 48 CLIENT INFORMATION: 49 AC UNIT 3 40 EXISTING REFED 360 2412+#12 IN 3/4"EMT 360 20 1 REC: BREAK ROOM 106 50 51 360 2410+#10G IN 3/4" EMT 360 20 1 REC: PLATFORM 101 52 ; IF"I rst 53 BATHROOMS 1 20 EXISTING REFED 720 24MO+ #10G IN 3/4" EMT 720 20 1 REC: PLATFORM 101 54Nat"onal ** LTG FIXTURE SCHEDULE (INDICATING WATTAGES) AS REQUIRED BY 2020 ECCCNYS, SECTION C103.2 ** 55 EWH 2 20 1248 2412+#12G IN 1" EMT 1608 24MO+ #10G IN 3/4"EMT 360 20 1 REC:TELLER AREA 103 56 Sank U 57 1248 2148 2410+#10G IN 314" EMT 900 20 1 REC: TELLER AREA 103 58 LIGHTING FIXTURE SCHEDULE 59 RCP 1 15 12 2412+#12G 314" EMT 912 2410+#10G IN 314" EMT 900 20 1 REC: TELLER AREA 103 60 THE FIRST NATIONAL BANK OF LONG ISLAND 61 ELECTRIC FIREPLACE 1 20 1465 2412+#12G 314"EMT 1825 2412 012 IN 3/4"EMT 360 20 1 REC:MEETING ROOM 104 62 INTERIOR ALTERATION 63 SPARE 1 20 180 24M2+#12 IN 3/4"EMT 180 20 1 REC:WORKROOM 105 64 FIRST NATIONAL BANK OF LONG ISLAND SYMBOL DESCRIPTION VOLTS LAMPS WATTS MANUFACTURER / MODEL NO. 65 SPARE 1 20 720 24M2 012 IN 3/4"EMT 720 20 1 REC:WORK ROOM 105 66 53345 MAIN ROAD, UNIT#11-1 67 SPARE 1 20 360 2412 012 IN 3/4"EMT 360 20 1 REC:WORK ROOM 105 68 SOUTHOLD, NY 11971 2' x 2' RECESSED LITHONIA / 69 SPARE. 1 20 20 1 SPARE 70 TROFFER UNV LED 30 EPANL— 71 SPARE 1 20 20 1 SPARE 72 L_JA 2X2-340OLM-80CR1-35K—MIN10 73 SPARE 1 20 20 1 SPARE 74 ( JRS ARCHITECT, P. C. 75 SPARE 11 20 20 1 SPARE 76 77 SPARE 1 20 20 1 SPARE 78 181 East Jericho Turnpike, Mineola, NY 11501-2032 ,VB VB COOPER/HALO TRACK LIGHTING UNV LED 24.7 / / 79 SPARE 1 20 20 1 SPARE 80 Tel:516-294d666 Fax:516-294-1669 L-815MED—WF-935—MB 81 SPARE 1 20 20 1 SPARE 82 Princeton, NJ SPARE 1 20 Te1:609-688-9100 Fax:609-688-9060 83 20 1 SPARE 84 VA PER PHASE 6984 5388 5144 8' LINEAR SURFACE UNV LED 64 AMPS PER PHASE 58 45 43 LITHONIA / - — -- - — � ^A-P-� �pYm „mT AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND C MOUNT .1 CSS—L96—AL04—MVOLT—SWW3-80CRI TOTAL CONNECTED LOAD, KVA 17516 TOTAL CONNECTED LOAD, AMPS 149 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS p EMERGENCY WALL PACK UNV LED 3.15 LITHONIA / NOTES: ARE PROHIBITED. ELM4L1. THE DESIGN IS BASED UPON A CUTLER HAMMER PRL1A PANELBOARD. 6. BRANCH DEVICES BASED UPON TYPE QBHW CB'S. 2. PANEL SHALL HAVE NOMINAL DIMENSIONS OF 90"H x 20"W x 5.75"D. 7. PANEL SHALL HAVE TYPE WRITTEN PANEL DIRECTORY LOCATED INSIDE WELDED DRAWING TITLE: SCHEDULES ELF—POWERED EDGE—LIT ATLITE / 3. PANEL SHALL HAVE NEMA 1, RECESSED ENCLOSURE(EZ BOX CAT. NO EZB2036R). METAL FRAME ON INSIDE OF DOOR. EXIT SIGN UNV LED 4.6 MARATHON SERIES 4. PANEL SHALL HAVE COPPER BUS. & DENOTES GFI CIRCUIT BREAKER. & DETAILS NOTES: 5. PANEL SHALL HAVE PERMANENT CIRCUIT NUMBERS. 1. VERIFY FINISHES WITH THE ARCHITECT'S DRAWINGS AND SCHEDULES. FURNISH PROPER MOUNTING FRAMES, BRACKETS AND HARDWARE AS REQUIRED TO BE COMPATIBLE WITH ARCHITECTURAL FINISHES. DRAWN BY: JEB DATE: 7/12/23 CHECKED BY: KJH/PEJ SCALE: AS NOTED OF NEW FILE NAME: J CO YOB 2683E.DWG CO JRS NUMBER: 22083.00 (D'SCAE LIGHTING FIXTURE SCHEDULE Q� NT �sV� COROLS DETAILS 2 SCHEDULES �0A 0>6a6 � SHEET NUMBER: 6 OF 8 NOW SCALE NOW 9ofiESS�CN� E-601 .00 KEY PLAN: :SECTION 26 0519 2. FOR EACH SERVICE DISCONNECT, PROVIDE MAIN BONDING OR ASTM Al53/A153M. 3. TERMINATE THREADED CONDUITS IN BOXES AND D.FLUSH-MOUNT BOXES IN FINISHED AREAS UNLESS B.SECURE NAMEPLATES TO EXTERIOR SURFACES OF LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES JUMPER TO CONNECT NEUTRAL (GROUNDED) BUS TO B.CONDUIT AND CABLE SUPPORTS: STRAPS, CLAMPS, ETC. ENCLOSURES USING THREADED HUBS OR DOUBLE LOCK SPECIFICALLY INDICATED TO BE SURFACE-MOUNTED. ENCLOSURES USING STAINLESS STEEL SCREWS AND TO PART 1 GENERAL EQUIPMENT GROUND BUS WHERE NOT SUITABLE FOR THE CONDUIT OR CABLE TO BE SUPPORTED. NUTS FOR DRY LOCATIONS AND RAINTIGHT HUBS FOR E. UNLESS OTHERWISE INDICATED, BOXES MAY BE INTERIOR SURFACES USING SELF-ADHESIVE BACKING OR FACTORY-INSTALLED. DO NOT MAKE ANY OTHER 1. CONDUIT STRAPS: ONE-HOLE OR TWO-HOLE TYPE; STEEL WET LOCATIONS. SURFACE-MOUNTED WHERE EXPOSED CONDUITS ARE EPDXY CEMENT. 1.01 QUALITY ASSURANCE: CONNECTIONS BETWEEN NEUTRAL (GROUNDED) OR MALLEABLE IRON. 4. PROVIDE INSULATING BUSHINGS OR INSULATED THROATS INDICATED OR PERMITTED. C.SECURE RIGID SIGNS USING STAINLESS STEEL SCREWS. A.CONFORM TO REQUIREMENTS OF NFPA 70. CONDUCTORS AND GROUND ON LOAD SIDE OF SERVICE 2. CONDUIT CLAMPS: BOLTED TYPE UNLESS OTHERWISE AT ALL CONDUIT TERMINATIONS TO PROTECT CONDUCTORS. F. BOX SUPPORTS: END OF SECTION PART 2 PRODUCTS DISCONNECT. INDICATED. G.PENETRATIONS: 1. SECURE AND SUPPORT BOXES IN ACCORDANCE WITH 2.01 CONDUCTOR AND CABLE GENERAL REQUIREMENTS E. BONDING AND EQUIPMENT GROUNDING: C.OUTLET BOX SUPPORTS: HANGERS, BRACKETS, ETC. 1. DO NOT PENETRATE OR OTHERWISE NOTCH OR CUT NFPA 70 AND SECTION 26 0529 USING SUITABLE A.PROVIDE PRODUCTS THAT COMPLY WITH REQUIREMENTS OF 1. PROVIDE BONDING FOR EQUIPMENT GROUNDING SUITABLE FOR THE BOXES TO BE SUPPORTED. STRUCTURAL MEMBERS, INCLUDING FOOTINGS AND GRADE SUPPORTS AND METHODS APPROVED BY THE AUTHORITY NFPA 70. CONDUCTORS' ' D.METAL CHANNEL (STRUT) FRAMING SYSTEMS: 'EQUIPMENT GROUND BUSSES METALLIC BEAMS WITHOUT APPROVAL OF STRUCTURAL ENGINEER. HAVING JURISDICTION. B.PROVIDE PRODUCTS LISTED AND CLASSIFIED BY EQUIPMENT ENCLOSURES, METALLIC RACEWAYS AND FACTORY-FABRICATED CONTINUOUS-SLOT METAL CHANNEL 2. PROVIDE SLEEVES FOR PENETRATIONS AS INDICATED OR 2. PROVIDE INDEPENDENT SUPPORT FROM BUILDING UNDERWRITERS LABORATORIES INC. AS SUITABLE FOR THE BOXES, DEVICE GROUNDING TERMINALS, AND OTHER (STRUT) AND ASSOCIATED FITTINGS, ACCESSORIES, AND AS REQUIRED TO FACILITATE INSTALLATION. SET SLEEVES STRUCTURE EXCEPT FOR CAST METAL BOXES (OTHER • PURPOSE INDICATED. NORMALLY NON-CURRENT-CARRYING CONDUCTIVE HARDWARE REQUIRED FOR FIELD-ASSEMBLY OF SUPPORTS. FLUSH WITH EXPOSED SURFACES UNLESS OTHERWISE THAN BOXES USED FOR FIXTURE SUPPORT) SUPPORTED9=,zp� • C.UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED, PROVIDE MATERIALS ENCLOSING ELECTRICAL INDICATED OR REQUIRED. ALL REQUIRED CONDUIT, BOXES, WIRING, CONNECTORS, ETC. CONDUCTORS/EQUIPMENT OR LIKELY TO BECOME 1. COMPLY WITH MFMA-4. BY THREADED CONDUIT CONNECTIONS IN ACCORDANCE • 3. SEAL INTERIOR OF CONDUITS ENTERING THE BUILDING WITH NFPA 70. DO NOT PROVIDE SUPPORT FROM PIPING, AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. ENERGIZED AS INDICATED AND IN ACCORDANCE WITH NFPA E. HANGER RODS: THREADED ZINC-PLATED STEEL UNLESS OTHERWISE INDICATED FROM UNDERGROUND AT FIRST ACCESSIBLE POINT TO DUCTWORK, OR OTHER SYSTEMS. AREA OF WORK D.COMPLY WITH NEMA WC 70. 70 . PREVENT ENTRY OF MOISTURE AND GASES. 2. PROVIDE INSULATED EQUIPMENT GROUNDING CONDUCTOR F. ANCHORS AND FASTENERS: G.INTEGRISTALL BOXES AS REQUIRED TO PRESERVE INSULATION 4. WHERE CONDUITS PENETRATE WATERPROOF MEMBRANE E. THERMOPLASTIC-INSULATED CONDUCTORS AND CABLES: � INTEGRITY. LISTED AND LABELED AS COMPLYING WITH UL 83. IN EACH FEEDER AND BRANCH CIRCUIT RACEWAY. DO NOT 1. UNLESS OTHERWISE INDICATED AND WHERE NOT SEAL AS REQUIRED TO MAINTAIN INTEGRITY OF MEMBRANE. H.INSTALL PERMANENT BARRIER BETWEEN GANGED WIRING USE RACEWAYS AS SOLE EQUIPMENT GROUNDING OTHERWISE RESTRICTED, USE THE ANCHOR AND FASTENER 5. MAKE PENETRATIONS FOR ROOF-MOUNTED EQUIPMENT F. THERMOSET-INSULATED CONDUCTORS AND CABLES: LISTED CONDUCTOR. TYPES INDICATED FOR THE SPECIFIED APPLICATIONS. WITHIN ASSOCIATED EQUIPMENT OPENINGS AND CURBS DEVICES WHEN VOLTAGE BETWEEN ADJACENT DEVICES AND LABELED AS COMPLYING WITH UL 44. EXCEEDS 300 V. 3. WHERE CIRCUIT CONDUCTOR SIZES ARE INCREASED FOR PART 3 EXECUTION WHERE POSSIBLE TO MINIMIZE ROOFING SYSTEM G.CONDUCTOR MATERIAL: VOLTAGE DROP, INCREASE SIZE OF EQUIPMENT I. INSTALL FIRESTOPPING TO PRESERVE FIRE RESISTANCE 1. PROVIDE COPPER CONDUCTORS ONLY. ALUMINUM 3.01 INSTALLATION PENETRATIONS. WHERE PENETRATIONS ARE NECESSARY, RATING OF PARTITIONS AND OTHER ELEMENTS, USING GROUNDING CONDUCTOR PROPORTIONALLY IN ACCORDANCE SEAL AS INDICATED OR AS REQUIRED TO PRESERVE CONDUCTORS ARE: NOT ACCEPTABLE FOR THIS PROJECT. A.INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURERS MATERIALS AND METHODS SPECIFIED IN SECTION 07 8400. WITH NFPA 70. INTEGRITY OF ROOFING SYSTEM AND MAINTAIN ROOF CONDUCTOR SIZES INDICATED ARE BASED ON COPPER. 4. UNLESS OTHERWISE INDICATED, CONNECT WIRING DEVICE INSTRUCTIONS. WARRANTY. INCLUDE PROPOSED LOCATIONS OF END OF SECTION CONSULTANTS: 2. COPPER CONDUCTORS: SOFT DRAWN ANNEALED, 98 B.INSTALL SUPPORT AND ATTACHMENT COMPONENTS IN A NEAT PERCENT CONDUCTIVITY, UNCOATED COPPER CONDUCTORS GROUNDING TERMINAL TO BRANCH CIRCUIT EQUIPMENT AND WORKMANLIKE MANNER IN ACCORDANCE WITH NECA 1. PENETRATIONS AND METHODS FOR SEALING WITH Jacobsen & Horan Engineering, P.C. GROUNDING CONDUCTOR AND TO OUTLET BOX WITH SUBMITTALS. SECTION 26 0553 COMPLYING WITH ASTM B3, ASTM B8, OR ASTM B787/B BONDING JUMPER. C.PROVIDE INDEPENDENT SUPPORT FROM BUILDING 6. INSTALL FIRES_OPPING TO PRESERVE FIRE RESISTANCE 990 South 2nd St. Ronkonkoma, NY 11779 787M UNLESS OTHERWISE INDICATED. STRUCTURE. DO NOT PROVIDE SUPPORT FROM PIPING, IDENTIFICATION FOR ELECTRICAL SYSTEMS 5. TERMINATE BRANCH CIRCUIT EQUIPMENT GROUNDING RATING OF PARTITIONS AND OTHER ELEMENTS, USING PART 1 GENERAL O: (631) 580-6100 F: (631) 580-6101 3. TINNED COPPER CONDUCTORS: COMPLY WITH ASTM B33. CONDUCTORS ON SOLIDLY BONDED EQUIPMENT GROUND DUCTWORK, OR OTHER SYSTEMS. MATERIALS AND METHODS SPECIFIED IN SECTION 07 8400. H.MINIMUM CONDUCTOR SIZE: BUS ONLY. DO NOT TERMINATE ON NEUTRAL (GROUNDED) D.UNLESS SPECIFICALLY INDICATED OR APPROVED BY H.CONDUIT MOVEMENT PROVISIONS: WHERE CONDUITS ARE 1.01 QUALITY ASSURANCE www.jhepc.com 1. BRANCH CIRCUITS: 12 AWG. OR ISOLATED/INSULATED GROUND BUS. ARCHITECT, DO NOT PROVIDE SUPPORT FROM SUSPENDED SUBJECT TO MOVEMENT PROVIDE EXPANSION AND A.CONFORM TO REQUIREMENTS OF NFPA 70. JHE Project#: 23-2683 2. CONTROL CIRCUITS: 14 AWG. 6. PROVIDE BONDING JUMPER ACROSS EXPANSION OR CEILING SUPPORT SYSTEM OR CEILING GRID. EXPANSION/DEFLECTION FITTINGS TO PREVENT DAMAGE TO PART 2 PRODUCTS I. CONDUCTOR COLOR CODING: EXPANSION/DEFLECTION FITTINGS PROVIDED TO E. UNLESS SPECIFICALLY INDICATED OR APPROVED BY ENCLOSED CONDUCTORS OR CONNECTED EQUIPMENT. THIS 2.01 IDENTIFICATION REQUIREMENTS 1. COLOR CODE CONDUCTORS AS INDICATED UNLESS ACCOMMODATE CONDUIT MOVEMENT. ARCHITECT, DO NOT PROVIDE SUPPORT FROM ROOF DECK. INCLUDES, BUT IS NOT LIMITED TO: A.IDENTIFICATION FOR EQUIPMENT: OTHERWISE REQUIRED BY THE AUTHORITY HAVING F. ISOLATED GROUND SYSTEM: F. DO NOT PENETRATE OR OTHERWISE NOTCH OR CUT 1. WHERE CONDUITS CROSS STRUCTURAL JOINTS INTENDED 1. USE IDENTIFICATION NAMEPLATE TO IDENTIFY EACH PIECE JURISDICTION. MAINTAIN CONSISTENT COLOR CODING 1. WHERE ISOLATED GROUND RECEPTACLES OR OTHER STRUCTURAL MEMBERS WITHOUT APPROVAL OF ARCHITECT. FOR EXPANSION, CONTRACTION, OR DEFLECTION. OF ELECTRICAL DISTRIBUTION AND CONTROL EQUIPMENT THROUGHOUT PROJECT. ISOLATED GROUND CONNECTIONS ARE INDICATED, PROVIDE G.EQUIPMENT SUPPORT AND ATTACHMENT: 2. WHERE CONDUITS ARE SUBJECT TO EARTH MOVEMENT BY AND ASSOCIATED SECTIONS, COMPARTMENTS, AND 2. COLOR CODING METHOD: INTEGRALLY COLORED SEPARATE ISOLATED/INSULATED EQUIPMENT GROUNDING 1. USE METAL FABRICATED SUPPORTS OR SUPPORTS SETTLEMENT OR FROST. COMPONENTS. INSULATION. CONDUCTORS. ASSEMBLED FROM METAL CHANNEL (STRUT) TO SUPPORT I. CONDENSATION PREVENTION: WHERE CONDUITS CROSS a.PANELBOARDS: 3. COLOR CODE: 2. CONNECT ISOLATED/INSULATED EQUIPMENT GROUNDING EQUIPMENT AS REQUIRED. BARRIERS BETWEEN AREAS OF POTENTIAL SUBSTANTIAL 1) IDENTIFY POWER SOURCE AND CIRCUIT NUMBER. a. 208Y/120 V, 3 PHASE, 4 WIRE SYSTEM: CONDUCTORS ONLY TO SEPARATE ISOLATED/INSULATED 2• USE METAL CHANNEL (STRUT) SECURED TO STUDS TO TEMPERATURE DIFFERENTIAL, PROVIDE SEALING FITTING OR INCLUDE LOCATION WHEN NOT WITHIN SIGHT OF 1) PHASE A: BLACK. EQUIPMENT GROUND BUSSES. SUPPORT EQUIPMENT SURFACE-MOUNTED ON HOLLOW APPROVED SEALING COMPOUND AT AN ACCESSIBLE POINT EQUIPMENT. 2)PHASE B: RE7D. 3. CONNECT THE ISOLATED/INSULATED EQUIPMENT STUD WALLS WHEN WALL STRENGTH IS NOT SUFFICIENT NEAR THE PENETRATION TO PREVENT CONDENSATION. THIS 2)USE TYPEWRITTEN CIRCUIT DIRECTORY TO IDENTIFY TO RESIST PULL-OUT. INCLUDES, BUT IS NOT LIMITED TO: LOADS SERVED FOR PANELBOARDS WITH A DOOR. 3 PHASE C: BLUE. GROUNDING CONDUCTORS TO THE SOLIDLY BONDED 1. WHERE CONDUITS PASS FROM OUTDOORS INTO ( ) EQUIPMENT GROUND BUS ONLY AT THE SERVICE 3. USE METAL CHANNEL (STRUT) TO SUPPORT IDENTIFY SPARES AND SPACES USING PENCIL. IT IS WARNING IOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, WHITE.4 NEUTRAL GROUNDED: SURFACE-MOUNTED EQUIPMENT IN WET OR DAMP CONDITIONED INTERIOR SPACES. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL / DISCONNECT OR SEPARATELY DERIVED SYSTEM 3)FOR POWER PANELBOARDS WITHOUT A DOOR, USE ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS b. EQUIPMENT GROUND, ALL SYSTEMS: GREEN. DISCONNECT. DO NOT MAKE ANY OTHER CONNECTIONS LOCATIONS TO PROVIDE SPACE BETWEEN EQUIPMENT AND 2. WHERE CONDUITS PASS FROM UNCONDITIONED INTERIOR ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL MOUNTING SURFACE. SPACES INTO CONDITIONED INTERIOR SPACES. IDENTIFICATION NAMEPLATE TO IDENTIFY LOAD(S) AND THE NOTATION 'ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND c. ISOLATED GROUND, ALL SYSTEMS: GREEN WITH YELLOW BETWEEN ISOLATED GROUND SYSTEM AND NORMAL SERVED FOR EACH BRANCH DEVICE. DO NOT THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE STRIPE. EQUIPMENT GROUND SYSTEM ON THE LOAD SIDE OF THIS 4. SECURELY FASTEN FLOOR-MOUNTED EQUIPMENT. DO NOT J. PROVIDE PULL STRING IN ALL EMPTY CONDUITS AND IN ALTERATION. INSTALL EQUIPMENT SUCH THAT IT RELIES ON ITS OWN CONDUITS WHERE CONDUCTORS AND CABLES ARE TO BE IDENTIFY SPARES AND SPACES. d.TRAVELERS FOR 3-WAY AND 4-WAY SWITCHING: PINK. CONNECTION. b. TRANSFORMERS: 2.02 GROUNDING AND BONDING COMPONENTS WEIGHT FOR SUPPORT. INSTALLED BY OTHERS. LEAVE MINIMUM SLACK OF 12 2.02 SINGLE CONDUCTOR BUILDING WIRE A.DESCRIPTION: SINGLE CONDUCTOR INSULATED WIRE. A.GENERAL REQUIREMENTS: END OF SECTION INCHES AT EACH END. 1) IDENTIFY KVA RATING. COMMENTS: 1. PROVIDE PRODUCTS LISTED, CLASSIFIED, AND LABELED BY END OF SECTION 2)IDENTIFY VOLTAGE AND PHASE FOR PRIMARY AND B.CONDUCTOR STRANDING: SECONDARY. DATE DESCRIPTION 1. FEEDERS AND BRANCH CIRCUITS: UNDERWRITER'S LABORATORIES INC. (UL) OR TESTING FIRM SECTION 26 0534 SECTION 26 0537 3)IDENTIFY POWER SOURCE AND CIRCUIT NUMBER. a. SIZE 10 AWG AND SMALLER: SOLID. ACCEPTABLE TO AUTHORITY HAVING JURISDICTION AS �� INCLUDE LOCATION WHEN NOT WITHIN SIGHT OF 10/4/23 ISSUED FOR BID b. SIZE 8 AWG AND LARGER: STRANDED. SUITABLE FOR THE PURPOSE INDICATED. PART 1 GENERAL BOXES EQUIPMENT. 2. PROVIDE PRODUCTS LISTED AND LABELED AS COMPLYING 1.01 QUALITY ASSURANCE PART 1 GENERAL C.INSULATION VOLTAGE: RATING: 600 V. WITH UL 467 WHERE APPLICABLE. A.CONFORM TO REQUIREMENTS OF NFPA 70. 1.01 QUALITY ASSURANCE 4)IDENTIFY LOAD(S) SERVED. INCLUDE LOCATION WHEN D.INSULATION: B.CONDUCTORS FOR GROUNDING AND BONDING, IN ADDITION A.CONFORM TO REDUIREMENTS OF NFPA 70. NOT WITHIN SIGHT OF EQUIPMENT. PART 2 PRODUCTS 1. COPPER BUILDING c. ENCLOSED SWITCHES, CIRCUIT BREAKERS, AND MOTOR WIRE: TYPE THHN/THWN-2 OR TO REQUIREMENTS OF SECTION 26 0519: 2.01 CONDUIT REQUIREMENTS PART 2 PRODUCTS CONTROLLERS: XHHW-2, EXCEPT AS INDICATED BELOW. 1. USE INSULATED COPPER CONDUCTORS UNLESS OTHERWISE 2.01 BOXES a. SIZE 4 AWG AND LARGER: TYPE XHHW-2. INDICATED. A.PROVIDE ALL CONDUIT, FITTINGS, SUPPORTS, AND 1) IDENTIFY VOLTAGE AND PHASE. ACCESSORIES REQUIRED FOR A COMPLETE RACEWAY SYSTEM. A.GENERAL REQUIREMENTS: 2.03 WIRING CONNECTORS a. EXCEPTIONS: 2)IDENTIFY POWER SOURCE AND CIRCUIT NUMBER. A.DESCRIPTION: WIRING CONNECTORS APPROPRIATE FOR THE 1 USE BARE COPPER CONDUCTORS WHERE INSTALLED B.PROVIDE PRODUCTS LISTED, CLASSIFIED, AND LABELED BY 1. DO NOT USE BOXES AND ASSOCIATED ACCESSORIES FOR INCLUDE LOCATION WHEN NOT WITHIN SIGHT OF UNDERWRITER'S LABORATORIES INC. (UL) OR TESTING FIRM APPLICATIONS OTHER THAN AS PERMITTED BY NFPA 70 EQUIPMENT. APPLICATION, SUITABLE FOR USE WITH THE CONDUCTORS TO UNDERGROUND IN DIRECT CONTACT WITH EARTH. ACCEPTABLE TO AUTHORITY HAVING JURISDICTION AS AND PRODUCT LISTING. 3)IDENTIFY LOAD(S) SERVED. INCLUDE LOCATION WHEN BE CONNECTED, AND LISTED AS COMPLYING WITH UL 2)USE BARE COPPER CONDUCTORS WHERE DIRECTLY SUITABLE FOR THE PURPOSE INDICATED. 2. PROVIDE ALL BOXES, FITTINGS, SUPPORTS, AND REVISIONS 486A-486B OR UL 486C AS APPLICABLE. NOT WITHIN SIGHT OF EQUIPMENT. ENCASED IN CONCRETE (NOT IN RACEWAY). C.MINIMUM CONDUIT SIZE, UNLESS OTHERWISE INDICATED: ACCESSORIES REQUIRED FOR A COMPLETE RACEWAY 2. USE IDENTIFICATION NAMEPLATE TO IDENTIFY EQUIPMENT PART 3 EXECUTION C.CONNECTORS FOR GROUNDING AND BONDING: SYSTEM AND TO ACCOMMODATE DEVICES AND EQUIPMENT REV. DATE DESCRIPTION 3.01 INSTALLATION 1. BRANCH CIRCUITS: 3/4 INCH (21 MM) TRADE SIZE. UTILIZING SERIES RATINGS, WHERE PERMITTED, IN 1. DESCRIPTION: CONNECTORS APPROPRIATE FOR THE ) 2. BRANCH CIRCUIT HOMERUNS: 3/4 INCH (21 MM TRADE ACCORDANCE WITH NFPA 70. A.CIRCUITING REQUIREMENTS: APPLICATION AND SUITABLE FOR THE CONDUCTORS AND SIZE. 3 TO BE INSTALLED.. PROVIDE PRODUCTS LISTED, CLASSIFIED, AND LABELED BY B.IDENTIFICATION FOR CONDUCTORS AND CABLES: 1. COMMON NEUTRALS: UNLESS OTHERWISE INDICATED, ITEMS TO BE CONNECTED; LISTED AND LABELED AS UNDERWRITERS LABORATORIES INC. (UL) OR TESTING FIRM D.WHERE CONDUIT SIZE IS NOT INDICATED SIZE TO COMPLY 1. COLOR CODING FOR POWER CONDUCTORS 600 V AND SHARING OF NEUTRAL/GROUNDED CONDUCTORS AMONG COMPLYING WITH UL 467. ACCEPTABLE TO AUTHORITY HAVING JURISDICTION AS SINGLE PHASE BRANCH CIRCUITS OF DIFFERENT PHASES 2. UNLESS OTHERWISE INDICATED, USE EXOTHERMIC WELDED WITH NFPA 70 BUT NOT LESS THAN APPLICABLE MINIMUM SUITABLE FOR THE PURPOSE INDICATED. LESS: COMPLY WITH SECTION 26 0519. SIZE REQUIREMENTS SPECIFIED. 2. USE IDENTIFICATION NAMEPLATE OR IDENTIFICATION LABEL INSTALLED IN THE' SAME RACEWAY IS NOT PERMITTED. CONNECTIONS FOR UNDERGROUND, CONCEALED AND 4. WHERE BOX SIZE IS NOT INDICATED, SIZE TO COMPLY TO IDENTIFY COLOR CODE FOR UNGROUNDED AND PROVIDE DEDICATEED NEUTRAL/GROUNDED CONDUCTOR FOR OTHER INACCESSIBLE CONNECTIONS. 2.02 GALVANIZED STEEL RIGID METAL CONDUIT (RMC) WITH NFPA 70 BUT NOT LESS THAN APPLICABLE MINIMUM GROUNDED POWER CONDUCTORS INSIDE DOOR OR EACH INDIVIDUAL BRANCH CIRCUIT. 3. UNLESS OTHERWISE INDICATED, USE MECHANICAL A.DESCRIPTION: NFPA 70, TYPE RMC GALVANIZED STEEL RIGID SIZE REQUIREMENTS SPECIFIED. ENCLOSURE AT EACH PIECE OF FEEDER OR B.INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S CONNECTORS, COMPRESSION CONNECTORS, OR METAL CONDUIT COMPLYING WITH ANSI C80.1 AND LISTED 5. PROVIDE GROUNDING TERMINALS WITHIN BOXES WHERE BRANCH-CIRCUIT DISTRIBUTION EQUIPMENT WHEN INSTRUCTIONS. EXOTHERMIC WELDED CONNECTIONS FOR ACCESSIBLE AND LABELED AS COMPLYING WITH UL 6. EQUIPMENT GROUNDING CONDUCTORS TERMINATE. PREMISES HAS FEEDERS OR BRANCH CIRCUITS SERVED C.INSTALL CONDUCTORS AND CABLE IN A NEAT AND CONNECTIONS. B.FITTINGS: B.OUTLET AND DEVICE BOXES UP TO 100 CUBIC INCHES, BY MORE THAN ONE NOMINAL VOLTAGE SYSTEM. WORKMANLIKE MANNER IN ACCORDANCE WITH NECA 1. PART 3 EXECUTION 1. NON-HAZARDOUS LOCATIONS: USE FITTINGS COMPLYING INCLUDING THOSE USED AS JUNCTION AND PULL BOXES: 2.02IDENTIFICATION NAMEPLATES AND LABELS D.SECURE AND SUPPORT CONDUCTORS AND CABLES IN 3.01 INSTALLATION WITH NEMA FB 1 AND LISTED AND LABELED AS 1. USE SHEET-STEEL BOXES FOR DRY LOCATIONS UNLESS A.IDENTIFICATION NAMEPLATES: CLIENT INFORMATION: ACCORDANCE WITH NFPA 70 USING SUITABLE SUPPORTS A.INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S COMPLYING WITH UL 514B. OTHERWISE INDICATED OR REQUIRED. 1. MATERIALS: i AND METHODS APPROVED BY THE AUTHORITY HAVING INSTRUCTIONS. 2. MATERIAL: USE STEEL OR MALLEABLE IRON. 2. USE CAST IRON BOXES OR CAST ALUMINUM BOXES FORFr s At JURISDICTION. PROVIDE INDEPENDENT SUPPORT FROM 3. CONNECTORS AND COUPLINGS: USE THREADED TYPE DAMP OR WET LOCATIONS UNLESS OTHERWISE INDICATED a. INDOOR CLEAN, DRY LOCATIONS: USE PLASTIC =°; :.`: B.INSTALL GROUNDING AND BONDING SYSTEM COMPONENTS IN NAMEPLATES. BUILDING STRUCTURE. DO NOT PROVIDE SUPPORT FROM A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH FITTINGS ONLY. THREADLESS SET SCREW AND OR REQUIRED; FURNISH WITH COMPATIBLE WEATHERPROOF I a9 RACEWAYS, PIPING, DUCTWORK, OR CTHER SYSTEMS. COMPRESSION (GLAND) TYPE FITTINGS ARE NOT GASKETED COVERS. b. OUTDOOR LOCATIONS: USE PLASTIC, STAINLESS STEEL, E. INSTALL CONDUCTORS WITH A MINIMUM OF 12 INCHES OF NECA 1. PERMITTED 3 USE SUITABLE CONCRETE TYPE BOXES WHERE ALUMINUM NAMEPLATES SUITABLE FOR EXTERIOR Bank UI C.MAKE GROUNDING AND BONDING CONNECTIONS USING . . USE. SLACK AT EACH OUTLET. SPECIFIED CONNECTORS. 2.03 ELECTRICAL METALLIC TUBING (EMT) FLUSH-MOUNTED IN CONCRETE. F. MAKE WIRING CONNECTIONS USING SPECIFIED WIRING 4. USE SUITABLE MASONRY TYPE BOXES WHERE 2. PLASTIC NAMEPLATES: TWO-LAYER OR THREE-LAYER 1. REMOVE NONCONDUCTIVE PAINT, ENAMEL, OR SIMILAR A.DESCRIPTION: NFPA 70, TYPE EMT STEEL ELECTRICAL FLUSH-MOUNTED IN MASONRY WALLS. LAMINATED ACRYLIC OR ELECTRICALLY NON-CONDUCTIVE THE FIRST NATIONAL BANK OF LONG ISLAND CONNECTORS. COATING AT THREADS, CONTACT POINTS, AND CONTACT METALLIC TUBING COMPLYING WITH ANSI C80.3 AND LISTED PHENOLIC WITH BEVELED EDGES; MINIMUM THICKNESS OF INTERIOR ALTERATION G.INSULATE SPLICES AND TAPS THAT ARE MADE WITH SURFACES. AND LABELED AS COMPLYING WITH UL 797. 5. USE RAISED COVERS SUITABLE FOR THE TYPE OF WALL 1/16 INCH; ENGRAVED TEXT. FIRST NATIONAL BANK OF LONG ISLAND UNINSULATED CONNECTORS USING METHODS SUITABLE FOR END OF SECTION B CONSTRUCTION AND DEVICE CONFIGURATION WHERE REQUIRED. 3. STAINLESS STEEL NAMEPLATES: MINIMUM THICKNESS OF 53345 MAIN ROAD, UNIT#11-1 THE APPLICATION, WITH INSULATION AND MECHANICAL B.FITTINGS: STRENGTH AT LEAST EQUIVALENT TO UNSP C .1. DESCRIPTION: FITTINGS COMPLYING WITH NEMA FB 1 AND 6 USE SHALLOW BOXES WHERE REQUIRED BY THE TYPE OF 1/32 INCH; ENGRAVED OR LASER-ETCHED TEXT. SOUTHOLD, NY 11971 SECTION 26 0529 LISTED AND LABELED AS COMPLYING WITH UL 5146. WALL CONSTRUCTION. 4. ALUMINUM NAMEPLATES: ANODIZED; MINIMUM THICKNESS CONDUCTORS. 2. MATERIAL: USE STEEL OR MALLEABLE IRON. H.INSTALL FIRESTOPPING TO PRESERVE FIRE RESISTANCE HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 3. CONNECTORS AND COUPLINGS: USE COMPRESSION 7. DO NOT USE "THROUGH-WALL" BOXES DESIGNED FOR OF 1/32 INCH; ENGRAVED OR LASER-ETCHED TEXT. RATING OF PARTITIONS AND OTHER ELEMENTS, USING PART 1 GENERAL ACCESS FROM BOTH SIDES OF WALL. B. IDENTIFICATION LABELS: (G TYPE. MATERIALS AND METHODS SPECIFIED IN SECTION 07 8400. 1.01 QUALITY ASSURANCE a. DO DO NOT USE INDENTER TYPE CONNECTORS AND 8. SHEET-STEEL BOXES: COMPLY WITH NEMA OS 1, AND 1. MATERIALS: USE SELF-ADHESIVE LAMINATED PLASTIC JRS ARCHITECT I. UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED, PROVIDE A.COMPLY WITH NFPA 70. COUPLINGS. LIST AND LABEL AS COMPLYING WITH UL 514A. LABELS; UV, CHEMICAL, WATER, HEAT, AND ABRASION ' P. C.FINAL CONNECTIONS TO ALL EQUIPMENT AND DEVICES, B.COMPLY WITH APPLICABLE BUILDING CODE. RESISTANT.9. CAST METAL BOXES: COMPLY WITH NEMA FB 1, AND LIST 181 East Jericho Turnpike, Mineola, NY 11501-2032 INCLUDING THOSE FURNISHED BY OTHERS, AS REQUIRED PART 3 EXECUTION PART 2 PRODUCTS AND LABEL AS COMPLYING WITH UL 514A; FURNISH WITH 2. TEXT: USE FACTORY PRE-PRINTED OR MACHINE-PRINTED Tel:516-294-1666 Fax:516-294-1669 FOR A COMPLETE OPERATING SYSTEM. 3.01 INSTALLATION THREADED HUBS. TEXT. DO NOT USE HANDWRITTEN TEXT UNLESS END OF SECTION 2.01 SUPPORT AND ATTACHMENT COMPONENTS A.INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S 10. BOXES FOR SUPPORTING LUMINAIRES AND CEILING OTHERWISE INDICATED. Princeton, NJ A.GENERAL REQUIREMENTS: INSTRUCTIONS. FANS: LISTED AS SUITABLE FOR THE TYPE AND WEIGHT 2.03 WARNING SIGNS AND LABELS Tel:so9�ss91oo Fax:so9sss9oso SECTION 26 0526 1. PROVIDE ALL REQUIRED HANGERS, SUPPORTS, ANCHORS, B,INSTALL CONDUIT IN A NEAT AND WORKMANLIKE MANNER IN OF LOAD TO BE SUPPORTED; FURNISHED WITH FIXTURE A.COMPLY WITH ANSI Z535.2 OR ANSI Z535.4 AS APPLICABLE. FASTENERS, FITTINGS, ACCESSORIES, AND HARDWARE AS ACCORDANCE WITH NECA 1. STUD TO ACCCMMODATE MOUNTING OF LUMINAIRE WHERE B.WARNING SIGNS: THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND GROUNDING AND E30NDING FOR ELECTRICAL SYSTEMS NECESSARY FOR THE COMPLETE INSTALLATION OF REQUIRED. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. PART 1 GENERAL ELECTRICAL WORK. C.INSTALL GALVANIZED STEEL RIGID METAL CONDUIT (RMC) IN 1. MATERIALS: 11. BOXES FOR GANGED DEVICES: USE MULTIGANG BOXES ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 1.01 QUALITY ASSURANCE 2. PROVIDE PRODUCTS LISTED, CLASSIFIED, AND LABELED BY ACCORDANCE WITH NECA 101. a. EA INDOOR DRY, CLEAN LOCATIONS: USE FACTORY A.CONFORM TO REQUIREMENTS OF NFPA 70. UNDERWRITER'S LABORATORIES INC. (UL) OR TESTING FIRM D.INSTALL ELECTRICAL NONMETALLIC TUBING (ENT) IN FIELD-CONNECTED SINGLE-PIECE CONSTRUCTION.ELD-CONNECTED GANGABLE BOXES.. NOT USE PRE-PRINTED RIGID PLASTIC OR SELF-ADHESIVE VINYL PART 2 PRODUCTS ACCEPTABLE TO AUTHORITY HAVING JURISDICTION AS C.CABINETS AND ENCLOSURES, INCLUDING JUNCTION AND PULL ARE PROHIBITED. ACCORDANCE WITH NECA 111. F SIGNS. SUITABLE FOR THE PURPOSE INDICATED WHERE E. CONDUIT SUPPORT: b. OUTDOOR LOCATIONS: USE FACTORY PRE-PRINTED RIGID DRAWING TITLE: 2.01 GROUNDING AND BONDING REQUIREMENTS ' BOXES LARGER THAN 100 CUBIC INCHES: A.DO NOT USE PRODUCTS FOR APPLICATIONS OTHER THAN AS APPLICABLE. 1. SECURE AND SUPPORT CONDUITS IN ACCORDANCE WITH 1. COMPLY WITH �EMA 250, AND LIST AND LABEL AS ALUMINUM SIGNS. SPECIFICATIONS ENCLOSURES UNLESS OTHERWISE INDICATED. MACHINE-PRINTED SELF-ADHESIVE POLYESTER OR SYSTEM. PART 3 EXECUTION 3. WHERE SUPPORT AND ATTACHMENT COMPONENT TYPES NFPA 70 AND SECTION 26 0529 USING SUITABLE COMPLYING WITH UL 50 AND UL 50E, OR UL 508A. 2. MINIMUM SIZE: 7 BY 10 INCHES UNLESS OTHERWISE PERMITTED NFPA 70 AND PRODUCT LISTING. AND SIZES ARE NOT INDICATED, SELECT IN ACCORDANCE SUPPORTS AND METHODS APPROVED BY THE AUTHORITY INDICATED. B.UNLESS SPECIFICALLY INDICATED TO BE EXCLUDED, PROVIDE WITH MANUFACTURER'S APPLICATION CRITERIA AS HAVING JURISDICTION. 2. JUNCTION AND PULL BOXES LARGER THAN 100 CUBIC C.WARNING LABELS: ALL REQUIRED COMPONENTS, CONDUCTORS, CONNECTORS, REQUIRED FOR THE LOAD TO BE SUPPORTED WITH A 2. PROVIDE INDEPENDENT SUPPORT FROM BUILDING INCHES: 1. MATERIALS: USE FACTORY PRE-PRINTED OR CONDUIT, BOXES, FITTINGS, SUPPORTS, ACCESSORIES, ETC. MINIMUM SAFETY FACTOR OF ------ INCLUDE STRUCTURE. DO NOT PROVIDE SUPPORT FROM PIPING, a. PROVIDE SCREW-COVER OR HINGED-COVER DRAWN BY: JEB DATE: 7/12/23 AS NECESSARY FOR A COMPLETE GRDUNDING AND BONDING CONSIDERATION FOR VIBRATION EQUIPMENT OPERATION DUCTWORK OR OTHER SYSTEMS. SELF-ADHESIVE VINYL LABELS; UV CHEMICAL WATER CHECKED BY: KJH/PEJ SCALE: AS NOTED AND SHOCK LOADS WHERE APPLICABLE. 3. INSTALLATION ABOVE SUSPENDED CEILINGS: DO NOT HEAT, AND ABRASION RESISTANT; PRODUCED USING C.WHERE CONDUCTOR SIZE IS NOT INDICATED, SIZE TO 4. DO NOT USE PRODUCTS FOR APPLICATIONS OTHER THAN PROVIDE SUPPORT FROM CEILING SUPPORT SYSTEM. DO 3.01 INSTALLATION MATERIALS RECOGNIZED TO UL 969. COMPLY WITH NFPA 70 BUT NOT LESS THAN APPLICABLE AS PERMITTED BY NFPA 70 AND PRODUCT LISTING. NOT PROVIDE SUPPORT FROM CEILING GRID OR ALLOW A.INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S 2. MACHINE-PRINTED LABELS: USE THERMAL TRANSFER FILE NAME: MINIMUM SIZE REQUIREMENTS SPECIFIED. 5. STEEL COMPONENTS: USE CORROSION RESISTANT CONDUITS TO LAY ON CEILING TILES. INSTRUCTIONS. PROCESS PRINTING MACHINES AND ACCESSORIES ��pF NEW y, 2683E.DWG D.SERVICE-SUPPLIED :SYSTEM GROUNDING: MATERIALS SUITABLE FOR THE ENVIRONMENT WHERE F. CONNECTIONS AND TERMINATIONS: B.PERFORM WORK IN A NEAT AND WORKMANLIKE MANNER IN RECOMMENDED BY LABEL MANUFACTURER. Q � JACO 9 1. FOR EACH SERVICE DISCONNECT, PROVIDE GROUNDING INSTALLED. 1. USE APPROVED ZINC-RICH PAINT OR CONDUIT JOINT ACCORDANCE WITH NECA 1 AND, WHERE APPLICABLE, NECA 3. MINIMUM SIZE: 2 BY 4 INCHES UNLESS OTHERWISE `'' �s ELECTRODE CONDUCTOR TO CONNECT NEUTRAL 130, INCLUDING MOUNTING HEIGHTS SPECIFIED IN THOSE INDICATED. * is 2 JRS NUMBER: a. ZINC-PLATED STEEL: ELECTROPLATED IN ACCORDANCE COMPOUND ON FIELD-CUT THREADS OF GALVANIZED (GROUNDED) SERVICE CONDUCTOR TO GROUNDING WITH ASTM B633. STEEL CONDUITS PRIOR TO MAKING CONNECTIONS. STANDARDS WHERE MOUNTING HEIGHTS ARE NOT INDICATED. PART 3 EXECUTION 22083.00 ELECTRODE SYSTEM. UNLESS OTHERWISE INDICATED, MAKE b. GALVANIZED STEEL: HOT-DIP GALVANIZED AFTER 2. WHERE TWO THREADED CONDUITS MUST BE JOINED AND C.ARRANGE EQUIPMENT TO PROVIDE MINIMUM CLEARANCES IN 3.01 INSTALLATION _ j' �" ° w CONNECTION AT NEUTRAL (GROUNDED) BUS IN SERVICE FABRICATION IN ACCORDANCE WITH ASTM A123/A123M NEITHER CAN BE ROTATED, USE THREE-PIECE COUPLINGS ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND A.INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S �JF ��' SHEET NUMBER: 7 OF 8 DISCONNECT ENCLOSURE. OR SPLIT COUPLINGS. DO NOT USE RUNNING THREADS. NFPA 70. INSTRUCTIONS. o 6462 Q p�°FESS'°NPR E-602.00 KEY PLAN: COMcheck Software Version COMcheckWeb COMcheck Software Version COMcheckWeb Section ' 11 . . . . . . . . . # Rough=ln Electrical Inspection Complies? Comments/Assumptions & Reg. 0 ■ Interior Lighting Compliance Certificate Inspection Checklist C405.2.2. ;Spaces required to have light- :❑Complies ;Requirement will bemet. 2 reduction controls have a manual ❑Does Not Energy Code: 2020 New York State Energy Conservation Construction Code [EL22]1 ;control that allows the occupant to []Not Observable: on plans/spec: E104 i reduce the connected lighting load in ; Requirements: 100.0% were addressed directly in the COMcheck software fa reasonably uniform illumination ;©Not Applicable Project Information Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each ;pattern >=50 percent. requirement, the user certifies that a code requirement will be met and haw that is documented, or that an exception C405.2.1, ;Occupancy sensors installed in ;❑Complies ;Requirement will be met. Energy Code: 2020 New York State Energy Conservation Construction Code is being claimed. Where compliance is itemized in a separate table,a reference to that table is provided. Ca05.2.1. `classrooms/meeting/m !tip rooms, j❑Does Not ; 9 ■ Project.Title: FNB SOUTHOLD L18]1 conference/ !!ling/multipurpose Not Observable;Location o plans/spec: E104 Project Type: Alteration Section i oomgs,coPY/Print rooms, !❑Not Applicable ' oun es/breakrooms,enclosed offices, , # Plan Review . " Complies. CommentsiAssum tions ; ; IE p p ,open plan office areas,restrooms, & Re :ID ;storage rooms, locker rooms, ; AREA OF WORK Construction Site: Owner/Agent: Designer/Contractor: C103.2 ;Plans,specifications,and/or ;❑Complies :Requirement will be"met. !warehouse storage areas,and other I ; 53345 MAIN ROAD,UNIT#1-11 New York KEN HORAN PAUL)ACOBSEN [PR4]1 ;calculations provide all information �0Does Not :spaces<= 300 sgft that are enclosed SOUTHOLD, New York 11971 ACOBSEN&HORAN ENGINEERING, ;with which compliance can be ;Location on plans/spec: E1C4, E601 !by floor-to-ceiling height partitions. ; j ;determined for the interior lighting ;❑Not Observable t I Reference section language P.C. land electrical systems and equipment ;❑Not Applicable C405.2.1.2 for control function In 990 S 2nd St `and document where exceptions to Ronkonkoma, New York 11779- p ! (warehouses and section C405.2.1.3 ; 7258 ;the standard are claimed.Information r ; !for open plan office spaces. !provided should Include Interior C405,2.1. .[Occupancy sensors control function in ;❑Complies ;Exception: Requirement does not apply, lighting power calculations,wattage of; ❑Does Not ken.horan@jhepc.com 2 !warehouses: In warehouses,the ; paul.jacobsen@jhepc.com E bulbs and ballasts,transformers and ; ; [EL19]1 lighting in aisleways and open areas is control devices. ;controlled with occupant sensors that ❑Not Observable: I CONSULTANTS: Additional Comments/Assumptions: automatically reduce lighting power ;❑Not Applicable Allowed Interior Lighting Power by or more when the areas are , Jacobsen Horan Engineering,unoccupied. J b & H Ei pied.The occupant sensors � Q, P.C. A B C D i control lighting in each aisleway i independently and do not control 990 South 2nd St. Ronkonkoma NY 11779 j Area Category Floor Area Allowed Allowed ;lighting beyond the aisleway being ; ; O: (631) 580-6100 F. (631) 580-6101 (ft2) Watts/ft2 Watts (controlled by the sensor. ! i 1-BANK(Retail) 3329 1.06 3529 3405.2.1. ;Occupant sensor control function in Complies ;Exception: Requirement does not apply. www.jhepc.com ;❑ (open plan office areas:Occupant ;❑Does Not JHE Project#: 23-2683 Total Allowed Watts= 3529 [EL20]1 :sensor controls in open office spaces ;❑Not Observable' Proposed Interior Lighting Power i>= 300 sq.ft. have controls 1) !❑Not Applicable p g 9 configured so that general lighting can! pp cable A B C D E be controlled separately in control Fixture ID : Description/ Lamp /Wattage Per Lamp/ Ballast Lamps/ # of Fixture (C X D) !zones with floor areas<=600 sq.ft. Fixture Fixture Watt. 'within the space,2)automatically turn! ' off general lighting in all control zones BANK(Retail 3329 so,ft.) ;within 20 minutes after all occupants ? LEC:A:2x2 TROFFER: Other: 1 5 30 150 have left the space,3)are configured;so that general lighting power in each Track Lighting: B:.49 HEADS&225'OF TRACK: Wattage based on 225 feet of track 0 0 1800 1800 :control zone is reduced by>=80%of LEC:C:8' LINEAR: Other: 1 6 64 385 the full zone general lighting power Total Proposed Watts= 2335 ;within 20 minutes of all occupants leaving that control zone,and 4)are . �� :,;�.�� ° �.�;.�.�, , •. -.' a :confl ured suchth at any daylight ighta res on iva control will activate s aceA ,1 Interior Lighting Compliance ;general lighting or control zone ; ; Statement !general lighting only when occupancy IT 9�A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, Compliance Statement: The proposed interior lighting alteration protect represented in this document is consistent with the ;for the same area is detected. ; UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL building plans,Specifications,and other calculations submitted with this permit application.The proposed interior lighting C405 2 2 >i Each area not served b occu anc ; ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANY WAY. IF AN ITEM IS p pp p p g g y p y ❑Complies :Exception: Lighting controlled by occupancy sensors. ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS/HER SEAL systems have been designed to meet the 2020 New York St a Ener tion Construction Code requirements in C405.2.2. 3 sensors(per C405.2.1)have time- :[]Does Not ; AND THE NOTATION ALTERED BY FOLLOWED BY HIS/HER SIGNATURE AND COMcheck Version COMcheckWeb and to comply with any a i rfdz;gr)ry' uirements listed in the Inspection Checklist. 1, switch controls and functions detailed ; THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE w .C405.2.2,,: in sections C405.2.2.1 and C4II5.2.2.2.,❑Not Observable; ALTERATION. Y PAUL JACOBSEN, PE (PRINCIPAL) �4 n� 10/4/23 2" ;❑Not Applicable ; Name-Title Signat re - I Date [ ] EL21 COMM n, ENTS: w LijDATE DESCRIPTION o � 4 O?C �~` �\ 10/4/23 ISSUED FOR BID �t` ��< A'�cFEssic��L�, 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) 111 High Impact(Tier 1) 2. Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: FNB SOUTHOLD Report date: 09/29/23 Project Title: FNB SOUTHOLD Report date: 09/29/23 Project Title: FNB SOUTHOLD Report date: 09/29/23 Data filename: Page 1 of 5 Data filename: Page 2 of 5 Data filename: Page 3 of 5 REVISIONS : Section section REV. DATE DESCRIPTION # Rough-In Electrical Inspection Compiles? . " Cotnments/Assumptions # . Final Inspection " . Complies? CommeritslAssumptlons & Req.li) - & Re .ID C405,2.3,-`Daylight zones provided with ;❑Complies ;Exception: Sidelit zones on fiat floor in"Group A-2 and M C303.3, 'Furnished O&M instructions for ;❑Complies Requirement will be met. C405.2.3..:individual controls that control the ;❑Does Not °occupancies. C408,2.5, 'systems and equipment to the TIDoes Not 1, lights independent of general area ! 2 building owner or designated ❑Not Observable: [F[17]3 ;representative. :❑Not Observable C405.2,3.. ;lighting.See rode section C405.2.3 , 2 ;Daylight-responsive controls for ;❑Not Applicable ;❑Not Applicable ; [EL23]2""..;$applicable spaces,C405.2.3.1 Daylight! responsive control function and ; C405.4.1 :Interior installed lamp and fixture I❑Complies ;See the interior Lighting fixture schedule for values. :section C405.2.3.2 Sidelit zone. [FI18]1 !lighting power is consistent with what :❑Does Not C405,2.4 `Separate lighting control devices for ;(]Complies ;Requirement will be met. :is shown on the approved lighting !❑Not Observable [EL26]1 !specific uses installed per approved ;❑Does Not plans,demonstrating proposed watts !Location on plans/spec:E104 !are less than or equal to allowed ;❑Not Applicable ; !lighting plans. :[]Not Observable; watts. ❑Not Applicable C408.2,5. .;Furnished as-built drawings for ;❑Complies :Requirement will be met. C405.2.4 :Additional Interior lighting power ;i]Complies :Requirement will be met. 1 ;electric power systems within 90 days :❑Does Not ;❑Does system acceptance. [EL27]1 !allowed for special functions per the Not [FI1613 !of t ;approved lighting plans and is ;❑ ; :0Not Observable CLIENT INFORMATION: Not Observable t ; ;❑Not Applicable ;automatically controlled and ise arated from general lighting. ;❑Not Applicable ; C408.3 Lighting systems have been tested to ; rst p 9 9 9• g g y ❑Complies ,Requirement will be met, C405.3 :Exit signs do not exceed 5 watts per ;❑Complies :Requirement will be met. [FI33]1 :ensure proper calibration,adjustment, !❑Does Not t National [EL6)1 Mace, ;❑Does Not ! ;programming, and operation. ; ;Location on plans/spec: E104, E601 J l !Location on plans/spec: E601 ;❑Not Observable, j ;❑Not Observable: ,❑Not Applicable " „, ! ;❑Not Applicable ! w Bank L.l Additional Comments/Assumptions: Additional Comments/Assumptions: THE FIRST NATIONAL BANK OF LONG ISLAND INTERIOR ALTERATION FIRST NATIONAL BANK OF LONG ISLAND 53345 MAIN ROAD, UNIT#11-1 SOUTHOLD, NY 11971 JRS ARCHITECT P. C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Princeton, NJ Tel:609-688-9100 Fax:609.688-9060 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: ELECTRICAL ENERGY CODE COMPLIANCE DRAWN BY: JEB DATE: 7/12/23 CHECKED BY: KJH/PEJ SCALE: AS NOTED NEW FILE lO FILE NAME: 2683E.DWG 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Lowlmpact((ier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) JACO6, Project Title: FNB SOUTHOLD Report date: 09/29/23 Project Title: FNB SOUTHOLD Report date: 09/29/23 �r �� . JRS NUMBER: Data filename: Page 4 of 5 Data filename: Page 5 of 5 I ,- �'" m 22083.00 D,SC&E ELECTRICAL ENERGY CODE COMPLIANCE �� `� 076462 � SHEET NUMBER: 8 OF 8 wore A9OFESS001, E-603.00