The URL can be used to link to this page

Home My WebLink About0417 BARNSTABLE ROAD (2) P6aJ I Town of BarnstableBuilding sPost This Card So That it is Visible from the Street-Approved Plans,Must;,be Retained on Job and this Card Must;be Kept" Posted Until Final Inspection Has Been Made: �� i6=q ♦DAM L&I erm a Where a Certificate of Occupancy is Required,such shall Not be Occupied until a Final Inspection has been made { Permit No. B-20-953 Applicant Name: Thomas Menard Approvals Date Issued: 04/16/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 10/16/2020 Foundation: Location: 417 BARNSTABLE ROAD, HYANNIS Map/Lot: 311-035-002 Zoning District: HG Sheathing: l Owner on Record: BENENSON EAST MEADOW PROP LLC Contractor Name'�,,THOMAS R MENARD Framing: 1 Address: 708 THIRD AVENUE Contractor License: 078271 2 NEW YORK, NY 10017 Est. Project Cost: $ 27,000.00 Chimney: Description: Walkway and handicap parking for ADA compliance along with Permit Fee: $345.70 minor.door work such as closer, kickplate and threshold, Insulation: replacement. Fee Paid: $345.70 Date: 4/16/2020 Final: ' r Project Review Req: Plumbing/Gas 'c Rough Plumbing: m ... T,....,. _ Building Official • ' � Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: ,` Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection __ _ „___ „, r _ 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy _• Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: I r Date: March 1, 2018 To: Building File RE: Complaint: Light Spillage Address: 417 Barnstable Rd, Hy Originator: John Lovell Contact: Complaint: LED lights on Bearse Road too bright and illuminating residential properties Enforcement Process Steps 1. Initiate local investigation: RA ® 2. Document/enter into system Yes 3. Contact 4. owner 5. Seek access to subject property 6. Seek administrative warrant(if necessary) NA LJ 7. Notify state authorities of findings NA ® 8. Document conclusion . 13 9. Referred Property—R311-035-002 Property was re-developed with a bank (2017) located in the HG zone. 03 01 2018 John Lovell advised that the 2 LED lights on the on or near the back of the wall spills off site and illuminates the nearby residential units. March 2, 2018 Contacted Attorney Liza Cox, Nutter, McClennan & Fish. Liza represented the developer during the regulatory process but she will get back to me with contact info for an appropriate party if she can ascertain who it may be. 3/8/2018 &3/9/2018 Spoke to Rick Fenuccio regarding lights. Emailed photo on 3/9/18. 3/16/2018 1 BC left message at 4:30 PM with the project rep reminding them that they were supposed to discuss the lighting complaint and adjourned before doing so. He asked them to contact me on Monday 3/19/2018. (I was off Monday) 3/19/2018 Mr. Lovell reports that the lights (wall units and poles) have been turned off for the past couple of nights over the week-end. There was no message from the project rep. 2 f Town of Barnstable Building 'n i Post This Card So That itas-Visible.;From,the Street: Approved.;Plans.Must be Retained on Job`and•this Card Must be;Ke t Posted' xsree�s K. p "'"� Until Final Inspection Has Been Made PermitWhe� e a Certificate of OteuiJancy„is Required,such;Building shall;Not be Occupied until a Final Inspection has beeri:made. lit No. B-17-3553 Applicant Name: MICHAELJ FISHER Approvals Issued: 12/01/2011 Current Use: Structure it Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/01/2018 Foundation: Commercial Map/Lot: 311-035-002 Zoning District: HG Sheathing: ion: 417 BARNSTABLE ROAD,HYANNIS Contractor Name: MICHAELJ FISHER Framing: 1 ItT 7 !r on Record: MARK HYANNIS LLC Contractor License: CS-072474 2 ess: 57 RIVER ST SUITE 106 Est. Project Cost: $ 1,088,000.00 Chimney: WELLESLEY, MA 02481 Permit Fee: $ 10,075.80 / iption: INTERIOR IT UP FOR CITIZENS BRANCH 15T AND 2ND FLOOR Fee Paid: $ 10,075.80 Insulation: ct Review Req: CODE NARRATIVE WITH DETAILS DEMONSTRATING Date: 12/1/2017 Final: 60 J%Y COMPLIANCE IS NEEDED. 4121.1,14 G 114--- Plumbing/Gas Jq �2l r Rough Plumbing: I� Building Official Final Plumbing: -6'>� ',. Ua� ermit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: J L`ki •rk authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. istruction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: 3 7 ly ! ermit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of ark until the completion of the same. Electrical artificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: ium of Five Call Inspections Required for All Construction Work: Rough: ndation or Footing <-91u �� /-3J�J��✓�� athing Inspection Final: ireplaces must be inspected at the throat level before firest flue lining is installed ing&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: it to Covering Structural Members(Frame Inspection) Elation Low Voltage Final: it Inspection before Occupancy Health a applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: -^ shall not proceed until the Inspector has approved the various stages of construction. sons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �THE TOWN OF BARNSTABLE +, BARNSTABLE, : BUILDING DEPARTMENT 7 MAS$• 1639. APPLICATION FOR CERTIFICATE OF OCCUPANCY Building permit application number 55 Date Address of structure qj� SAWSTA BLQ P,04,D ap/par / d 3 Q Area of structure COG will be issued to J S? f /00q, Name of Tenant T'l 2 e AJ-S Edition of. Building Code (underwhich the building permit will be issued) . 97 J Use and Occupancy Classification Type of Construction Design Occupant Load Is the facility licensed by a State agency? (circle one) Yes No If yes If yes, name of agency Relevant Code of MA Regulations (CMR) that apply Sprinklers Sprinklers provided? Yes No (circle one) Sprinklers required? es No (circle one) MBuilding Department Use only Special Conditions: Final Construction Control Document 4 To be submitted at completion of construction by a ' F d Registered Design Professional for work per the 8`h edition of the !' is s�"V Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: --3/19/18 Permit No. -8-717-3553 Property Address: 417 Barnstable Road Project: Check one or both as applicable: XNew construction ❑ Existing Construction Project description: Fit-out of New 2-Story Bank space (Ground Level: 3,200 SF, 2nd Floor: 2_980 SE) y g 42758 Expiration Alexander L. R azanov MA Registration Number: Ex iration date: 06/30/2018 , am a registered design professional,and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection Electrical ] Other: Fire Alarm , for the above named project. 1, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,.as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its res onsibility regarding the provisions of 780 CMR 107. of Enter in the space to the right a"wet"or DER t. yam. r electronic signature and seal: RVAZAN ELE L. v, a`58 $ a t_T \� Phone number: 617-577-9900 8�ot�AIL E�'6 . Email: aryazanov@syska.c,om Building Official Use Only �v Building.Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document W To be submitted at completion of construction by a M f. W a ' d Registered Design Professional V M for work per the 8th edition of the See Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 3/19/18 Permit No. B�-17-3553 Property Address: 417 Barnstable Road Project: Check one or both as applicable: XNew construction ❑ Existing Construction Project description: Fit-out of New 2-Story Bank space (Ground Level: 3,200 SP 2nd Floor: 2,880 SF) I: William P. O'Keefe MA Registration Number: 36480 Expiration date: 06r 30/2018 , am a registered design professional,and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural Do Mechanical [ 1 Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: L Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals q by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor.of_its.re onsibility regarding the provisions of 780 CMR 107. IA4EAo.,d Enter in the space to the right a"wet"ort1`' WI!L1 G electronic signature and seal: OK I li `i AL w Phone number: 617-577-9900 ��o � Email: wokeefe@syska.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 i Final Construction Control Document W To be submitted at completion of construction by a ' d Registered Design Professional W M e for work per the 8a' edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 3/19/18 Permit No. B-17-3553 Property Address: 417 Barnstable Road Project: Check one or both as applicable: XNew construction ❑ Existing Construction Project description: Fit-out of New 2-Story Bank space (Ground Level: 3,200 S1 2nd Floor! 2,980 SE) I William P. O'Keefe MA Registration Number: 36480 Expiration date: 06/30/2018 , am a registered design professional,and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical r, Fire Protection [ ] Electrical DU Other: Plumbing for the above named project. I,or my designee,have performed the necessary professional services and.was present at the construction site on a regular and periodic basis. To the best of my knowledge, information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its re§pqnsibility regarding the provisions of 780 CMR 107. 0�117 r Enter in the space to the right a"wet"or a`' WILU. electronic signature and seal: � , � OK = FETCH -� 01 9648,0 _ Phone number: 617-577-9900 AL Email: wokeefe@syska.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 i Final Construction Control Document " To be submitted at completion of construction by a ' d Registered Design Professional W for work per the 8`h edition of the s� Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 3/19/18 PermitNo.+ 8-17-3553 Property Address` 417 Barnstable Road Project: Check one or both as applicable: XNew construction ❑ Existing Construction I Project description: Fit=out of New 2-Story Bank space (Ground Level: 3,200 SE 2nd Floor: 2,880 SE) I Gerald F. Blake MA Registration Number: 20724 Expiration date: 8/31/18 , am a registered design professional,and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other: for the above named project. I, or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis. To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: 1. Have reviewed, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. j 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. D AR�y�r Enter in the space to the right a"wet"or electronic signature and seal: l e 0 24. lei D , M.._. . Phone number: 781-331-8541 dF Ala Email: fclark@drlarchitect!3.com Building Official Use Only Building Official Name: Permit No.: Date: i Version 06 11 2013 e) IlCT BUILDING CODE ANALYSIS BOLDING SIZE.°ISOUARE FOO I AGE n rnR_n[a.,.w, ...✓^•I r ____—__.—_ _ ,„..,1ew+.za a.aw mw,r r_e.o,wreo.a ros c.am Szz(£ES 4/1rF ¢ CHAPTER 4-CLASSIFICATION OF WORK— BUILDING 11�I e; :ue ELEMENTS AND M'TERIALS(a6 u0 iru26,c e7 wn0:e3-°e) FIRE PROTECTION 6J8)0L �� xe e, ,m G °oomp r I i I MEarv50r EGRESS I6M 8 205) I I I lu° I Accessi5ilny(6058]O6) �, 9�__ 1� i I i I I .k, Metl,an ral(]09) I 4 �I I I IpLi 129� I I� ; �t I I I I STRUCTURAL(BEE-701) F - - - r ——————I' ENERGY CONSERVATION I]I II a.sn,"a"sess.' TZ 6— x L— ------" BUILDING CODE INFORMATION Eli PROJECT'C TIZENS BANK-HYANNIS LOCATION:411 BARVSTABLE ROAD.HyprvN15 Mp 14�d1 FLOORS.GROUND LEVEL 2ND FLOOR LEVEL ' MT_ BUILDING OVERVIEW _———————————--——— \I ezo,z +w.wnw,rwrow umsr Ma>m.n.,a,�w.w za wew z.uo sr rwa.ro�, - ._ --._ ❑ �� ____— �_ ❑ u,� o x mr,.,,w..im a ecao nnm, CITIZENS BANK I L ( ,wnvnln ,.rww..N..,..,.o.n --- BRANCH OFFICE HYANNIS I I ww,w zwa,ww„w.,rxw..a c� I ^-^pro ].s G+n wm,,..m°lmnm wnrzo,sl 411 BARNSTABLE RD,HYANNIS,MA I I XX Citizens Bank PROPOSED G ROUND FLOOR PLAN I EGRESS KEY m 9 aT6p — °` CODE PAGE co TMUCC L___________________ —11 CODE-1 Issue lar Peneil ISSUEDATE:WW17 •t � BUILDING CODE ANALYSIS BUILDING Sla,(SB RE FOOT AGEIrc^,.,epcuneu. ,�»~ ,p"eF>Y. El ❑ 11 CHAPILR 5-CLASSIFICATION OF WORK �aa�.u�em,eu,.,,Vx ux o�>oel --————————————.I I BUILDING ELEMENTS ANU MATERIALS(602 8]03) �q I w nn x»wx U,women — I FIRE PROIEC110N(038)OA) ' -- 1--------- I I LJ I MEANS Of E RFS ( 8/ 1 ..-. m.'. _... I I I ........- ..... AI(6068)OG) <' --- _' wl('SS . \ ❑❑ I-1 Mec e„ral Bs STRUCTURAL(606-]0]) c,------------- I I ENERGY CONSERVATION(]t 1) xx n ' ; i mewavxe wr.. .m„eam>„ssa,purr< Ue,nwi,m Ws>p wa i I I i BUILDING CODE INFORMATION I Lu I PROJECT:CITIZENS BANK-HYANNIS LOCA I. I ION G411 BARNSTABLE ROAD HYANNIS,LEVEL MA L . ---- — -- — ----- BUILDING OVERVIEW �_`�' 1 .__ 1 eau�wo.�l,a SOV��m�.q�wer o-arcnm,drea-s.xop ss,iw om.�u�e,....7m c.zrcm-x.am sr lN+w�a,m-s.aeosf� ❑ ❑ ❑ :amp ,�«s >,.,,o,M.�„xa.�p�0m - CITIZENS BANK BRANCH OFFICE HYANNIS n, p x,etxn.rn.,wm.xssn cq Cmelxwsi all BARNSTABLE RD.HYANNIS,MA 0 Citizens Batik, /�PROPOSEDSECOND FLOOR PLAN _ EGRESS KEY «°P1X CODE PAGE CODE-2 Issue lo,Re,mll • ISSUE DATE:60&117 FIXTURE SCHEDULE 3�, (r \ vu°�•s / _ \e\O'i // ne wsvExs u x .w urt. _.. ___ .. _-_._ &ar.,i u - '#xA Fix amia ePeee�t - - sue 1 _J R.se.a36. • 9aa HP LAV. \ axseL_ HP LAV. \ n•� P.vae enR ar _ - -csr .—_ _ .-- I _ __.. _ . g B r wOpu o �vI%w n 4 , N I ENIARGE-D GROUND FLOOR LAVATORY PI.AN ENLARGED JND PI.00RI.AVATORY RLAN � _ y - - s- CITIZENS BANK x - BRANCH OFFICE HYANNIS 3 Y 411 BARNSTABLE RD,HYANNIS,MA K o� .. '«Cit€zees Bask,. LAV.ELEVATION"A' IAV.ELEVATION"B' LAV.ELEVATION"C' I.AV.ELEVATION"D• esuscr xo >a�4cs, ,d „ a 'ENLARGED TOILET PLAN A-601 ' Issue ter Permit ISSUEDATE:-WI7 I ` Cr DOOR SCHEDULE HARDWARE SCHEDULE I PERFORMANCE SPEC ..... „.....,. •�.�',3c° A TE;M s B -III [5 1 S C C t 3 _ 41ST E C C�11 L.1110 I C E . Ilk � l E (' I I a e m 01> /.. , [ 0 0. pI :I 1• f ;-11 .. Ea 1 DIITI—E I a,,E .o •cs I "`• - .a,,,,,,,,,,,,,,,,,�, 112 s v 1 ✓, w N I u s > a _t_ _ wq00 { v « -�_ 3, - /, - 3 , - s _ - m °. K - °°I DOOR TYPES HEAD AND JAMB DETAILS DOOR 8 HARDWARE NOTES: FRAMELESSGL.DOOR iD1 DOOR BOTTOM RAIL DETAIL B1 SILLDETAIL`- S1 HEAD DETAIL AT TRANSOM J7 •£» "'" �w� ,_.«m...,,...,,...,,.,. w. m CITIZENS BANK -- ------ --------_ - »�- BRANCH OFFICE HYANNIS E11 EARNSTABLE RD,HYANNIS,MA Citizens Bank DOOR - HARDWARE SCHEDULE ossr. ;. W1E°°tea 11-1 mA » ». A-901 E @GYP.PARTITION J2 WOOD DOOR �D2 -HM FRAME F2 HEAD WD FRAME @ GYP.PARTITIO H2 JAMB WD FRAM ISSUE DATE:WW17 E -.DR..LArcnitects April 12, 2018 Mr. Brian Florence Building Commissioner Town of Barnstable Building Dept. 200 Main Road Hyannis, MA 02601 Re: Citizens Bank 417 Barnstable Road Hyannis, MA 02601 Dear Mr. Florence: I Gerald F. Blake (Reg.No. 20724) certify to the best of my knowledge that all wall and floor penetrations for building permit No. B-17-3553 have been fire stopped or fire caulked as per approved plans from Town of Barnstable and in accordance with all applicable building codes. Yours Very Truly, Gerald F. Wake, AIA (seal) ®Airy�'�it r� p 24 M V, L Page l of 1 cri v"t J t t A e.. / 1 file:/// :/Users/andersor%AppData/Local/Microsoft/Windows/INetCache/Co... 3/12/2018 Town of Barnstable of tHE A �v r o� suixsrwaie : Building Department-200 Main Street 1639. �q Hyannis, MA 02601 101En MAC a Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-3553 CO Issue Date: 6/25/2018 Parcel ID: 311-035-002 Zoning Classification: HG Location: 417 BARNSTABLE ROAD, HYANNIS Proposed Use: B: Office, prof. or service-type transactions Name of Tenant: Sprinklers Provided: YES Gen Contractor: MICHAEL J FISHER Permit Type: Commercial - Business Type of Construction: IIA: Non-combustible building elements Design Occupant Load: 61 Comments: CITZENS BANK 2 � � Ali 8 Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Lauzon, Jeffrey From: Brian Murphy <bmurphy@dfpray.com> Sent: Monday,June 25, 2018 1:55 PM To: Lauzon,Jeffrey Cc: 'David Roache'; Dan Bearce; Michael Fisher Subject: CVS/Citizens Jeff, Thanks for coming out to the CVS/Citizens project today.As we discussed on site there are three issues that needed to be addressed. 1. Dumpster—the dumpster will be removed by Friday,going forward the cleaning crew will be taking the daily trash generated at Citizens away with them. 2. Construction Fence—this is scheduled to be picked up on Friday,we have asked that it be picked up as soon as possible. 3. Mulch—As we discussed I went to the fire department to review the issue of the mulch against the building. The fire department showed me the code regarding the mulch against the building. Due to the fact that the siding material on the building is a cementitious product the code allows for the placement of mulch to be within the 18 inches of the building. Again I want to thank you for your cooperation throughout this project and I look forward to your issuance of the final certificate of occupancy for the project. It has been a pleasure working with you and I look forward to our work paths crossing in the future. Sincerely, F Brian Murphy l � S+M+ce•79## Brian Murphy I Project Superintendent bmurphy(ccD_dfpray.com 25 Anthony St, I Seekonk, MA. 102771 Mobile: 508-509-7460 Fax: 508-336-3384 Main Office: 508-336-3366 NOTICE:This email is from D.F. Pray, Inc. ("DFP"),and is provided solely for the use of the individual(s)whom the sender intended to address. If you are not the intended recipient of this email,DFP hereby instructs you:(i)to refrain from disseminating,distributing or copying the information contained in or attached to this message,(ii)to notify the sender immediately,and(III)to destroy all copies of the original message and attachments. If you receive this email(and any attachments)under a non-disclosure or confidentiality agreement or other confidential relationship with DFP,you must treat this email(and its attachments)in accordance with the terms and conditions of that relationship.Thank you. SAVE A TREE. PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING.Think Green and view the Screen Thank You 1 `"Eroyy�� Town of ,Barnstable MASSa Building Department-200 Main Street Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-17-3553 CO Issue Date: 4/26/2018 Parcel ID: 311-035-002 Zoning Classification: HG Location: 417 BARNSTABLE ROAD, HYANNIS Proposed Use: B: Office, prof. or service-type transactions Permit Type: Building-Alteration INTERIOR Work Only-Commercial General Contractor: MICHAELJ FISHER Comments: CONDITIONAL 60 DAY TEMPORARY OCCUPANCY FOR FIRST FLOOR ONLY NO DRIVE THRU. 4/26/2018 Building Official Date: 1HE ATown of Barnstable Building Department- 200 Main Street °rEcrnr+�" Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-17-3553 CO Issue Date: 5/11/2018 Parcel ID: 311-035-002 Zoning Classification: HG Location: 417 BARNSTABLE ROAD, HYANNIS Proposed Use: B: Office, prof. or service-type transactions Permit Type: Building-Alteration INTERIOR Work Only- Commercial General Contractor: MICHAEL J FISHER Comments: CONDITIONAL 60 DAY TEMPORARY OCCUPANCY FOR FIRST AND SECOND FLOOR. NO DRIVE THRU APPROVAL. 5/11/2018 - Building Official Date: Town of Barnstable Building s �Post;This Card So That rt is U�s�ble�From the Street Approved Plans Must be Retained on Job and�this Card Must,$be Kept 1ARNSEABLB. `- ;m.,. F z O 6 iPostec!Unt�I;Final InspectionHa�Been Made ` f M _. 3� R _ : �. . = e Permit Where a Certificate of Occupancy is Required;such Bwlding shall Not be Occupied until a Finallnspect}on:has beeEn made x£ Permit No. B-17-3742 Applicant Name: Tim Hathaway Approvals Date Issued: 12/01/2017 Current Use: Structure Permit Type: Building-Sheet Metal-Commercial Expiration Date: 06/01/2018 Foundation: Location: 417 BARNSTABLE ROAD,HYANNIS Map/Lot 311-035-002 Zoning District: HG Sheathing: Owner on Record: .MARK HYANNIS LLC Contractor Name. Timothy B Hathaway Framing: 1 Address: 57 RIVER STREET SUITE 106 �y ,Contractor License:, 1085 2 WELLESLEY, MA 02481Esf Project Cost: $ 157,000.00 Chimney: y• Description: Installation of new HVAC system UIN""'y= Permit Fee: $ 160.00_ Insulation: Project Review Req: Fee Paid F $160.00 Date 12/1/2017 Final: 1 r � Plumbing/Gas Rough Plumbing: .Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work au`thonzedby this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applicatiooand the;approved construction documents,for whickrthis permit has been granted. > v Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawsand codes. This permit shall be displayed in a location clearly visible from access street or roagM94d shall be maintained open four public mspectio for the entire duration of the work until the completion of the same. g Electrical �3 The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided`on this erm' . Service: Minimum of Five Call Inspections Required for All Construction Work:N Rough: 1.Foundation or Footing ROW "'"' 2.Sheathing Inspection n O Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection O�AC'',�I ` IIIJJJ�� Low Voltage Rough. 5.Prior to Covering Structural Members(Frame Inspection) T 6.Insulation O Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of BarnstableBu' ie I di n g � f a�n4 :aeL�i•I Post This Card 5o That it is Visible From the Street-.Approved Plans Must be Retained on Job and this Card Must be Kept �. Mass. l Permit /�/�' Posted Until Eina Inspection Has-Been Made. �Up t 659.'�1® �E�.ori' Where a Certificate of Occupancy is Required, such Building shall Not be Occupied until a Final Inspection has been made. Permit NO. B-17-3553 Applicant Name: MICHAELJ FISHER Approvals Date Issued: 12/01/2017 Current Use: Structure Permit Type: Building-Alteration INTERIOR Work Only- Expiration Date: 06/01/2018 Foundation: Commercial Map/Lot: 311-035-002 Zoning District: HG Sheathing: Location: 417 BARNSTABLE ROAD, HYANNIS Contractor Name: MICHAELJ FISHER Framing: 1 Owner on Record: MARK HYANNIS LLC Contractor License: CS-072474 2 Address: 57 RIVER ST SUITE 106 Est. Project Cost: $ 1,088,000.00 Chimney: WELLESLEY, MA 02481 Permit Fee: $ 10,075.80 Description: INTERIOR IT UP FOR CITIZENS BRANCH 1ST AND 2ND FLOOR Insulation: Fee Paid: $ 10,075.80 Project Review Req: CODE NARRATIVE WITH DETAILS DEMONSTRATING Date: 12/1/2017 Final: s�- COMPLIANCE IS NEEDED. Plumbing/Gas Rough Plumbing: Building Official Final Plumbing. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MG c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUEDiRECIPIENT _,�' i H-L 352 Turnpike Road Southborough, MA 01772 PHONE 508.480.9900 E N G I N E E R I N G FAX 508.480.9080 June 19,2018 Via Email Town of Barnstable Building Division 200 Main Street Hyannis,MA 02601 Re:, Citizens Bank 417 Barnstable Road Hyannis,MA A Please be advised that based upon our review of the Plan of Existing Foundation prepared by Holmes.& ` McGrath, Inc. dated July 26, 2017 as well as our review of the Civil Site Plans prepared by our office dated 12/1/15 revised thru 6/13/16, and review of information received from the Contractor&Owner,we have determined that the civil site work associated with the Citizens parcel at.417 Barnstable Road(a.k.a. . Lot A)has been„completed in general conformance with'the plans approved by the Town of Barnstable. Please call us at 508490-9900 with any questions or comments pertaining to this matter. Very truly yours, s ti BOHLER ENGINEERING ' SWERLING _ CIVILAL No. 41697 t F, yy R Cc: 4 David Roache,Mark Development LLC(via email) CIVIL AND CONSULTING ENGINEERS• PROJECT MANAGERS• SURVEYORS• ENVIRONMENTAL CONSULTANTS•.LANDSCAPE ARCHITECTS Serving the East Coast 9 www.BohlerEngineering.com TOWN OF BARNSTABLE BUILDING PERMS APPLICATION Map `1 Parcel_OL� �� ®'�1 �,q�plication # J J Health Division `` ��CAW Date Issued �w Q Conservation Division �®fit Application Fee �j v Planning Dept. �(o� Permit Fee ` u. Date Definitive Plan Approved by Planning Board Historic - OKH Pres ation/ Hyannis Project Street Address y�r// �Ali N.s�/),i.� AWD _ Village.__ 7— Owner__,!�kn< N y4yali Address Telephone Permit Request -��•i 2� , _rj�n Square feet: 1 st floor: existing propose 6 2nd floor: existing proposed Total new Zoning District A67 Flood Plain 'Groundwater Overlay Project Valuation l 1 4 Construction Type_ Lot Size (� �l �� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age, of Existing Structure A,/eu/ Historic House: ❑Yes I No On Old King's Highway: ❑Yes No iasement Type: E] Full ❑ Crawl ❑ Walkout Other 1J OA e- Bas ;ment Finished Area (sq.ft.)— _ Basement Unfinished Area (sq.ft)___O___ Number of Baths: Full: existing 0 new t-1 Half: existing 0 new 0 Number of Bedrooms: 0 existing 0 new Total Room Count (not including baths): existing new__- First Floor Room Count Heat Type and Fuel: XGas ❑ Oil ❑ Electric ❑ Other _ Central Air: � Yes Ll No Fireplaces: Existing_�New _(�__ Existing woori/coal stave: ❑Yes � No Detar:hed garage: ❑ existing ❑ new size_Pool: 1 existing ❑ new size _ Barn: 1:3 existing Ui new size_ Attached garage: ❑ existing � new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Yes U No If yes, sits piar; review 4 Use /J r ,onosed Uts,e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r) ,5b&Ask ___ Telephone Number _�� 9 (9 3�9 Address o License #_ C 0 �] 1��1 �J btlr TOJt,) �0�� Home Improvement Contractor# Email 1 ,�L Cq,✓Sfi ?ic7n li Worker's Compensation # �(�i!/5 1 n ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 10� b Initial Construction Control Document To be submitted with the building p application Y permit a lication b a W Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 10/06/2017 Property Address: 417 Barnstable Road,Hyannis,MA - - - 0 Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New 2 Story Branch location. I William P O' Keefe,MA Registration Number: 36480,am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable--, --! 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR. 107. rt When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. OF Enter in the space to the right a"wet"or s �WILLI electronic signature and seal: OK F `� ► AE u u36 80 Phone number: 617-577-9900 Email: wokeefe@syska.com - - -- Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`oth:r'is chosen, provide a description. Version 06 11 2013 �Y Initial Construction Control Document To be submitted with the building permit application by a s Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citiz s Bank Date:10-10-17 Property Address- 411 arnstable Road—Hyannis,MA r. Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: Fit-out of New 2-Story Bank space(Ground Level: 3,200 SF,2"d Floor: 2,880 SF) I Gerald F.Blake MA Registration Number: 20724 Expiration date: 8/31/17,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering Practices for the proposed project. I under stand and agree that I(or my designee)shall perforn the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pendnent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Documcrit'. 0AP9 Enter in the space to the right a"wet"or G electronic signature and seal: B 0 24 M � Phone number: 781-331-8541 Email: fclark@drlarchitects.com ; "i OF Ml`5 Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an Y project design plans,computations and specifications that you prepared or directly supervised.If`other'is,chosen, provide a description. Version 06 11 2013 Initial Construction Control Document = To be submitted with the building permit application by a Registered Design Professional a for work per the 8th edition of the JOVe4 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 10/06/2017 Property Address: 411 Barnstable Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New 2 Story Branch location. I William P O' Keefe,MA Registration Number: 36480, am a registered design professional,and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perf6f,a the necessary professional services and be present on the construction site on a regular and periodic basis to: I, 1. Review,for conformance to this code and the design concept,shop drawings,samples and other sabmittals by the contractor in accordance with the requirements of the construction documents. I 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with fle progress and quality of the work and to determine if the work is being performed in a manner consistent with tLe approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. _Vlk OF A#4 t" Enter in the space to the right a"wet"or WILL l Ft electronic signature and seal: -v x OKE.. fF ATM ! O G/STE �iCkNAt � Phone number: 617-577-9900 Email: wokeefe@syska.com t: Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document = To be submitted with the building permit application by a W - _ Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 10/06/2017 Property Address: 41 Barnstable Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New 2 Story Branch location. I William P O' Keefe,MA Registration Number: 36480,am a registered design professional,and I have preparedpr directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Documcnt'. ^N OP Enter in the space to the right a"wet"or WILLI R.,electronic signature and seal: C1KE F A ` PJI A1V11 Ae p GIS"CS. � SS�t3(WAL � Phone number: 617-577-9900 Email: wokeefe@syska.com ? - Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 S Initial Construction Control Document To be submitted with the building permit application by a _ d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 10/06/2017 Property Address: 411 Barnstable Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New 2 Story Branch location. I Alexander L.Ryazanov MA Registration Number:42758,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerningt: Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. i 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progfess and quality of the work and to determine if the work is being performed in a manner consistent with the apprdved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMF, 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with peri.inent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. V OF Enter in the space to the right a"wet"or electronic signature and seal: L w Phone number: 617-577-9900 Email: aryazanov@syska.com Building Official Use Only Building Official Name: Permit No.: Date: r Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`Crth-_r'is chosen, provide a description. Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional w for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 10/06/2017 Property Address: 417 Barnstable Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description: New 2 Story Branch location. I Alexander L.Ryazanov MA Registration Number:42758, am a registered design professional, and I ha-,-a prepared or directly supervised the preparation of all design plans,computations and specifications concerning : Architectural Structural Mechanical Fire Protection X Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review,for conformance to this code and the design concept,shop drawings,samples and other subnuttals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with perrinent comments,in a form acceptable to the building official. `F Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: L Phone number: 617-577-9900 Email: aryazanov@syska.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`otfi.r'is chosen, provide a description. Version 06 11 2013 I 'r' Initial Construction Control Document To be submitted with the building p pp Y permit application b a Registered Design Professional for work per the 8th edition of the y0 Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 10/06/2017 Property Address: 417 Barnstable Road,Hyannis,MA Project: Check x one or both as applicable: X New construction Existing Construction J ( ) pP g •, M Project description: New 2 Story Branch location. I William P O Keefe,MA Registration Number: 36480, am a registered design professional,and I have prepated,pr. directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural X Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perfoi:d the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. . When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a`Final Construction Control Document',: t�0F 1. Enter in the space to the right a"wet"or �, W11r1.i � electronic signature and seal: F M A iAl rn E %• 36480 `SiSt{3NA �� Phone number: 617-577-9900 Email: wokeefe@syska.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 Ai Initial Construction Control Document z To be submitted with the building permit application by a Registered Design Professional . a for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date:10-17-17 Property Address: 417 Barnstable Road—Hyannis,MA Project: Check(x)one or both as applicable: X New construction Existing Construction Project description:Fit-out of New 2-Story Bank space(Ground Level: 3,200 SF,2°d Floor:2,880 SF) I Gerald F.Blake MA Registration Number: 20724 Expiration date: 8/31/17,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepte4` engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107' When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. f Upon completion of the work,I shall submit to the building official a`Final Construction Control Document'. D ARc�/ Enter in the space to the right a"wet"or electronic signature and seal: 0 Phone number: 781-331-8541 Email: fclark@drlarchitects.com ; rH OF MPS Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06 11 2013 _ The Commonwealth of Massachusetts r Department of Industrial Accidents Office of Investigations ' 600 Washington Street a. ' Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plum'bers Applicant Information Please Print Legibly Name(Business/Organization/Individual): LR Construction Inc Address: 162 Howard Street City/State/Zip: Framingham MA 01702 Phone #: 508-872-8550 Are you an employer? Check the appropriate box: Type of project(required): 1. I am a employer with X 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance.1 required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or'additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13. Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company Policy#or Self-ins. Lic.#:XWS1852573211 Expiration Date: 05/23/1 i> Job Site Address: 411 Barnstable Road City/State/Zip: Hyannis MA Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office`.of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature'j"W 't,helpt Date: 10/6/17 Phone#: 508-872-8550 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5.Plumbiug Inspector 6. Other Contact Person: Phone#: i-� LRCONST-01 SDOYLE ACOROp CERTIFICATE OF LIABILITY INSURANCE DATE 09 22/2 ) `—� oa� � 017017 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 License#1780862 CONTACT HUB International New England PHONE _ FAX 299 Ballardvale Street (ac,No,Et):(978)657-5100 -(Aic;Nd):(978)188-0038 Wilmington,MA 01887 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Insurance Company 23043 INSURED INSURERB:American Fire and Casualty Company 24066 L/R Construction,Inc. INSURER C:The American Insurance Company _ 21857 162 Howard Street INSURER D: Framingham,MA 01702 INSURER E INSURER F: 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 LT.11TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP M on LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ }."� 1,000,000 CLAIMS-MADE OCCUR BKA52573211 05/23/2017 06/23/2018 DAMAGE TO RENTED 31)I),QI)0 PREMISES Ea occurrence) $ MED EXP(Any oneperson) $ 15,000 PERSONAL&ADV INJURY.— $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,�Q0,001) POLICY[]�]JR O- �LOC PRODUCTS-COMP/OP AGG $ 2,000, X OTHER:PD Deductible$250/claim $ B AUTOMOBILE LIABILITY (CI OMBINED SINGLE LIMIT :, 1,D00,00� Ea accident $ ANY AUTO BAA18558173192 07/31/2017 05/23/2018 BODILY INJURY Per erson $ OWNED SCHEDULED AUTOS ONLY X AUTOS BODILY BODILY INJURY Per accident $ X AUTOS ONLY X AUOTOS ON Y PROPERTY DAMAGE Per.accident $ $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE _ $ 5,0P0,000 EXCESS LIAB CLAIMS-MADE US01852573211 05/23/2017 05/23/2018 AGGREGATE $ 5,000,000 DIEDX RETENTION$ 10,000 $ A WORKERS COMPENSATION X IPER STATUTE EORH ' AND EMPLOYERS'LIABILITY YIN XWS1862673211 05/23/2017 05/23/2018 1,000,000_ OFFICEANY R/MEMBER/EXCLUDED?ECUTIVE NIA E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE_-POLICY LIMIT $ C Excess Umbrella THX00032291098 08/07/2017 05/23/2018 Excess Umbrella 5,000,000 C Excess Umbrella 2291098 08/07/2017 06/23/2018 Retention 0 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) { CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE,`CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WIU. BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. LXX For Proof of coverage only AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SINE Town of Barnstable Regulatory Services BABNBTABLE, MAS& Richard V.Scali,Director 1679. 1 Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1,1 Robert S,Korff ,as Owner of the subject property hereby authorize LR Construction Inc./Michael Fisher to act on my behalf, in all matters relative to work authorized by this building permit application for: 417 Barnstable Rd,Hyannis,MA 02601 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final in ections are performed d accepted. mb--a V�" Signature o Own r Signature of Applicant V,*ffig Print Name Print Name R Date LRCONST-01 SDOYLE ACORO" CERTIFICATE OF LIABILITY INSURANCE DATEIMM/DD/YYYY) os/22/2017 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 License#1780862 CONTACT NAME: HUB International New England PHONE FAX 299 Ballardvale Street (A/C,No,Ext):(978)657-5100 (A/C,No):(978)988-0038 Wilmington,MA 01887 ADDRESS: INSURERS AFFORDING COVERAGE _ NAIC# INSURER A:Liberty Mutual Insurance Company 23043 INSURED INSURERB:American Fire and Casually Company 24066 L/R Construction,Inc. INSURER C:The American Insurance Company _ 21857 162 Howard Street INSURER D: Framingham,MA 01702 INSURER E INSURER F: 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 SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1 $ 1,000,000 CLAIMS-MADE F_X]OCCUR BKA52573211 05/23/2017 05/23/2018 DAMAGE TO RENTED 300 000 PREMISES Ea occurrence $ MED EXP(Any oneperson) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�JR O- rX LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:PD Deductible$250/claim $ B AUTOMOBILE LIABILITY EOMBIINdEDtSINGLE LIMIT $ 1,000,000 ANY AUTO BAA18558173192 07/31/2017 05/23/2018 BODILY INJURY Per perso i $ OWNED X SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ X HIRED X NON-AWNED PROPERTY DAMAGE - AUTOS ONLY AUTOS ONLY Per accident $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE US01862573211 05/23/2017 05/23/2018 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 A WORKERS COMPENSATION X PER OT1!- AND EMPLOYERS'LIABILITY Y/N XWS1852573211 05/23/2017 05/23/2018 STATUTE ER_. 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE �N NIA A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Excess Umbrella SHX00032291098 08/07/2017 05/23/2018 Excess Umbrella 5,000,000 C Excess Umbrella SHX00032291098 08/07/2017 05/23/2018 Retention 0 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) "r CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. XXXX ! For Proof of coverage only AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD I 9 R&MSTAAr3LE. • Town of Barnstable 1639. ,��' ]Building Department Services IAAY A Brian Florence, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Bu' din Permit Procedure for Commercial Additions/Alterations Map and Parcel number Letter of Approval from Site Plan Review(if applicable). Site a Plan must also be submitted showing the location and setbacks of existing/proposed structures,septic,parking,etc. [] Historic District at 200 Main Street: Certificate of Appropriateness is required. Old Kings Highway Historic District(north of the Mid Cape Highway) Hyannis Main Street Waterfront Historic District(See map for boundaries) Historic Preservation(if applicable). Construction plans-one complete set of full sized plans and one complete set reduced to 11"x17"and fully dimensionalized must be submitted with the building permit application. Both sets must have an original architect or engineer's stamp. Note: The applicant must also submit a set of plans to the appropriate Fire Department for review. The application package will not be accepted without prior approval from the Fire Department. []Approval from the following departments,located at 200 Main Street,must be obtained ❑Health Department Hours(8:00-9:30 AM or 3:30-4:30 PM) ❑Conservation Department Hours (8:00-9:30 AM or 3:30-4:30 PM) ❑Tax Collector ❑Treasurer Permit must contain full description of the project,correct square footage,valuation of project(do not include hvac)owner's name,address and telephone number,contractors / information and signature and dated Workers Compensation Insurance Affidavit State form must be completed and a copy of Insurance Compliance Certificate must be on file. A copy of the Construction Supervisor license is required. Note: Construction Supervisor's license holders are not entitled to supervise construction of a building or an addition (regardless of size)to a building with a total cubic volume greater than 35,006 cubic feet. In that case,the application must be accompanied by controlled construction documents as indicated in 780 CMR sections 116& 1705. / ❑ Check expirations date,no restrictions ❑ Controlled Construction 0/ sprinkler or fire alarm system is required, do not accept application package without prior approval from Fire Department(phone call or in writing) )EIave you submitted the AQ 06 form with the State?www.mass.gov/dep Any question on completing form call Caroline McFadden 617-292-5766 All Builidng Permit Fees must be paid upon submittal of permit, check made payable to he Town of Barnstable. Permits are$9.10 per$1000 of value of work.Minimum permit fee$160.00 Property owner must sign Property Owner Letter of Permission. Projects requiring the use of a crane must complete the forms issued by the Federal Aviation Administration(FAA)(Form 7460)AND the MassDOT Aeronautics Division(Form E-10).Forms and procedures may be obtained from the FAA and MassDOT websites. Note: No wall is to be covered before wiring,plumbing and frame inspections. Q:forms/bldg/pertnits/CADDALT Revised:08/16/17 i LR Construction, Inc. General Contractors Construction Managers 162 Howard Street, Framingham, Massachusetts 01702 October 12,2017 Barnstable Building Department 200 Main Street Barnstable,MA Re: Building Permit To Whom It May Concern: 1,Louis Laskey,President of LR Construction,Inc.,hereby authorize Michael Fisher(Project Manager for LR Construction,Inc.)to sign for a building permit on behalf of LR Construction,Inc.as it relates to work at Citizens Bank,417 Barnstable Road,Hyannis,MA. Thank you for your attention to this matter. Sin rely, Louis Lask President LR Construction,Inc. /bh Telephone: 508-872-8550 Fax: 508-872-0354 E Mail: Beth@lrconstruction.net I Mass. Corporations, external master page Page 1 of 2 y Corporations Division Business Entity Summary ID Number: 043371571 j Request certificate New search Summary for: L/R CONSTRUCTION, INC. The exact name of the Domestic Profit Corporation: L/R CONSTRUCTION, INC. Entity type: Domestic Profit Corporation Identification Number: 043371571 Old ID Number: 000576402 Date of Organization in Massachusetts: 05-16-1997 Last date certain: Current Fiscal Month/Day: 12/31 Previous Fiscal Month/Day: 12/31 The location of the Principal Office:. Address: 162 HOWARD ST. City or town,.State, Zip code, FRAMINGHAM, MA 01702 USA Country: The name and address of the Registered Agent: Name: LOUIS LASKEY Address: 32 FLORENCE STREET City or town, State, Zip code, NATICK, MA 01760 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT LOUIS.E. LASKEY 162 HOWARD ST. FRAMINGHAM, MA 01701 USA TREASURER LOUIS E. LASKEY 162 HOWARD ST. FRAMINGHAM, MA 01701 USA SECRETARY LOUIS E. LASKEY 162 HOWARD ST: FRAMINGHAM, MA 01701 USA DIRECTOR LOUIS E. LASKEY 162 HOWARD ST. FRAMINGHAM, MA 01701 USA Business entity stock is publicly traded: ❑ http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043371571... 10/18/2017 Mass. Corporations, external master page Page 2 of 2 The total number of shares and the par value, if any, of each class of stock which . this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No.of shares Total par No. of shares value CNP $ 0.00 10,000 $ 0.00 200 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: .._._.___.._..___...........-------...._.-....____..._..__-__..---........_..............__.._____..__...._.___.._.___._._ _..__.._.._._..._........__.__-_......_..._..... ._._. ALL FILINGS Administrative Dissolution Annual Report Application For Revival Articles of Amendment w.i:.I.. _C �L_:a__ View filings Comments or notes associated with this business entity: New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=043371571... 10/18/2017 I V Div;o onwealth of Mass n Of Profe achusetts Board of Building Re ssional Co 9ulationsLicensure nstrVc'b and standards CS-072474 v rN. P.ervisor MICHAE f Pd� �pires; 08/18/20 i 25 ELM STJ FFJSHER _ 19 ky STOUGHTON Commissioner r r 7 Town of Barnstable Regulatory Services ! 9 • sasxaT�°�e' ` Richard V.Scali,Director � tAA saM Building Division D 't�' Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I Roberts,Korff ,as Owner of the subject property hereby authorize LR construction Inc.I Michael Fisher to act on my behalf, in all matters relative to work authorized by this building permit application for: 417 Barnstable Rd,Hyannis,MA 02601 (Address of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final in e bons are performe d accepted. (,,ygrudc,� rro�oacnt�n u-C N'kn&' Signature o O"vn rV Signature of Applicsuit • �he r�r � � ��x t�-� �'�G ��C,na P�� f 1 s�L Print Name Print Name 0 Date I Massachusetts Department of Environmental Protection 100274687 � BWP AQ 06 _.__ ' Notification Prior to Construction or Demolition Asbestos project# r`� r Project Revision Project Cancellation A.Applicability A Construction or Demolition operation of an industrial,commercial, or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP), Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. 1.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied residential property of four units or less)? r a.Yes WO b.No 2.Blanket Permit Project Approval,if applicable: Approval ID# 3.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: Approval ID# Instructions: B. Facility Description 1.All sections of this form must be 1.Facility Information: completed in order to CITIZENS BANK BRANCH 417 BARNSTABLE ROAD comply with the a.Name of facility b.Street Address Department of Environmental BARNSTABLE MA 026010000 5088728550 Protection notification c.City/Town d.State e.Zip Code f.Telephone requirements of 310 MICHAEL FISHER PROJECT MANAGER CMR 7.09. g.Facility Contact Person h.Facility Contact Person Title 2.Submit Original 5088896389 Mike@lrconstruction.net Form To: i.Facility Contact Person Telephone j.Facility Contact Person Email Commonwealth of Massachusetts k.Facility Size: P.O.Box 4062 Boston,MA 02211 6080 2 1.Square Feet 2.Number of Floors MassDEP Use Only 1.Was the facility prior rior to 1980? r 1.Yes W 2.No Date Received m.Describe the current or prior use of the facility: NEW STRUCTURE n.Is the facility a residential facility? r I.Yes ry 2.No o.If yes,how many units? 2.Facility Owner: Same address as Facility MARK HYANNIS LLC 57 RIVER STREET SUITE 106 a.Facility Owner Name b.Address WELLESLEY MA 024810000 6176149147 c.City/Town d.State e.Zip Code f.Telephone 3.Facility On-Site Manager/Owner Representative: r Same contact person as facility Same address as facility W Same address as owner DAVID ROACH 57 RIVER STREET SUITE 106 a.On-Site Manager/Owner Representative b.Address Wellesley MA 02481 6176149147 c.City(fown d.State e.Zip Code f.Telephone Revised:03/17/2014 Pagel of 3 Massachusetts Department of Environmental Protection 100274687 ..........( BWP AQ 06 ...... .... ..._............_...................._............... _._..� ' Asbestos Project# Notification Prior to Construction or Demolition r Project Revision r— Project Cancellation C. General Project Description 1.This project is: r New Construction Demolition Renovation 2.Project Dates: 11/6/2017 2/28/2018 a.Project Start Date(MM/DD/YYYY) b.Project End Date(MM/DD/YYYY) 3.General Contractor: LR CONSTRUCTION INC 162 HOWARD STREET a.Name b.Address FRAMINGHAM MA 017020000 5088728550 c.CityfTown d.State e.Zip Code f.Telephone r JAY PAULHUS 5088896397 g.General Contractor's On-site Manager/Foreman h.Telephone 4.Construction or demolition contractor: W Same as General Contractor LR CONSTRUCTION INC 162 HOWARD STREET a.Contractor Name b.Address FRAMINGHAM MA 017020000 5088728550 c.City/Town d.State eP .Zi Code f.Telephone JAY PAULHUS 5088896397 g.Construction and Demolition On-site Manager h.Telephone 5.Licensed Construction Supervisor: " MICHAEL FISHER 072474 a.Supervisor Name b.Construction Supervisor License(CSL)Number 6.Is the entire facility to be demolished? F a.Yes r b.No 7.Describe the area(s)to be demolished: 8.Describe the building(s)or addition(s)to be constructed: INTERIOR Frr-UP IN A NEW STRUCTURE FOR A CITIZENS 9 a.Were the structure(s)surveyed for the presence of Asbestos-Containing 3 1.Yes 2.No Material(ACM)? b. Who conducted the survey? 1.Name of Asbestos Inspector 2.DLS Certification# Revised:03/17/2014 Page 2 of 3 Massachusetts Department of Environmental Protection L 100274687 BwP AQ 06Asbestos Project# Notification Prior to Construction or Demolition r- Project Revision Project Cancellation C. General Project Description (continued) 10 a.Was asbestos containing material(ACM)found? r 1.Yes 2.No General b.If ACM was found during the survey,please provide the Asbestos Statement:If Notification Form(ANF)Project Number. asbestos is found during a Construction 11.For demolition and construction projects,indicate dust suppression techniques to be used: or Demolition operation,all a.Seeding (7 b.Wetting c.Covering — d.Paving r7. e.Shrouding responsible parties must comply with 310 r7o f.Other-Specify: FILTERING OF DUST THROUGH MECHANICAL EQUIPEMENT CMR 7.00,7.09,7.15, and Chapter 21 E of the General Laws of 12.Is this an Emergency Demolition Operation? r a.Yes W b.No the Commonwealth. This would include, but would not be c.Name of MassDEP Official who evaluated the emergency limited to,filing an asbestos rdmoval d.Title notification with the Department and/or a notice of e.Date of Authorization(MM/DD/YYYY) f.MassDEP Waiver Number release/threat of release of a D. Certification hazardous substance to the Department,if 1 certify that I have personally MICHAELFISHER applicable. examined the foregoing and am 1.Print Name familiar with the information MICHAELFISHER contained in this document and 2.Authorized Signature all attachments and that,based on my inquiry of those MICHAEL FISHER individuals immediately 3.Position/Title responsible for obtaining the PROJECT MANAGER information, I believe that the 4.Representing information is true,accurate,and 10/16/2017 complete. I am aware that there 5.Date(MM/DD/YYYY) are significant penalties for 10/16/2017 submitting false information, including possible fines and 6.P.E.# imprisonment.The undersigned hereby states,under the penalties of perjury,that I am aware that this permit application or notification shall not be deemed valid unless payment of the applicable fee is made." I Revised:03/17/2014 Page 3 of 3 I Massachusetts Department of Environmental Protection eDEP Transaction Copy_ Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: LRCONSTRUCTION Transaction ID: 964229 Document: AQ 06-Construction/Demolition Notification Size of File: 227.27K Status of Transaction: In Process Date and Time Created: 10/16/2017:12:26:04 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to `Download a Copy" from the Current Submittals page. I I Massachusetts Department of Environmental Protection BWP AQ 06 Pre-Form .' Notification Prior to Construction or Demolition L n This is a revision to an existing form. Project ID for existing form to be revised: This job is being conducted under a Blanket Permit. MassDEP assigned Blanket Authorization ID: This job is being conducted under a Non Traditional Abatement Work Practice Pemut. MassDEP assigned Non Traditional Work Practice Authorization ID: 1✓ None of the above conditions apply,generate a new form. 1 1.::leM1 •t2 �1�, Revised: 11/13/2013 Page 1 of 1 . s MA SOC Filing Number: 201683406170 Date: 5/17/2016 3:37:00 PM The Commonwealth of Massachusetts Minimum Fee:$soo 00 William Francis Galvin 4, Secretary of the Commonwealth,Corporations Division ' One Ashburton Place, 17th floor 1= Boston,MA 02108-1512 Telephone: (617)727-9640 Identification Number: 001192069 Annual Report Filing Year: 2016 1.a. Exact name of the limited liability company: MARK HYANNIS, LLC 1.b. The exact name of the limited liability company as amended, is: MARK HYANNIS, LLC E �r a 2a. Location of its principal office: No. and Street: 57 RIVER STREET, SUITE 106 City or Town: WELLESLEY - State: MA Zip: 02481 Country:USA 2b. Street address of the office in the Commonwealth at which the records will be maintained: No. and Street: 57 RIVER STREET, SUITE 106 City or Town: WELLESLEY State: MA Zip: 02481 Country:USA Ii 3. The general character of business,and if the limited liability company is organized to render professional ' service, the service to be rendered: THE LLC IS ORGANIZED(I)TO,DIRECTLY.OR INDIRECTLY,ACQUIRE,HOLD FOR INVESTME i NT MANAGE,LEASE,DEVELOP, IMPROVE,MORTGAGE, SELL OR OTHERWISE DEAL WITH S UCH REAL AND PERSONAL PROPERTY AS THE LLC MAY NOW OR HEREAFTER ACQUIRE (11) TO MAKE INVESTMENTS OF ANY KIND OR NATURE,AND(III)TO OTHERWISE ENGAGE IN A NY OTHER LAWFUL ACT OR ACTIVITY FOR WHICH LIMITED LIABILITY COMPANIES MAY B E FORMED UNDER THE ACT. 4. The latest date of dissolution, if specified: t 11 5. Name and address of the Resident Agent: Name: EDWARD F. FAY, ESQ. f;. No. and Street: . LOURIE&CUTLER, P.C. 60 STATE STREET it City or Town: BOSTON State: MA Zip: 02109 Country: USA t I 6.The name and business address of each manager, if any: Title Individual Name Address (no Po sox) First,Middle,Last,Suffix Address,City or Town,State,Zip Code MANAGER AMADAN MANAGEMENT,LLC 57 RIVER STREET,SUITE 106 a WELLESLEY,MA 02481 USA 7. The name and business address of the person(s) in addition to the manager(s),authorized to execute documents to be filed with the Corporations Division, and at least one person shall be named if there are no E managers. Title Individual Name Address(no Po Box) First,Middle,Last,Suffix Address,City or Town,State,Zip Code SOC SIGNATORY EDWARD F.FAY,ESQ. LOURIE&CUTLER,P.C.,60 STATE STREET BOSTON,MA 02109 USA a 8. The name and business address of the person(s)authorized to execute, acknowledge, deliver and record 0.1 any recordable instrument purporting to affect an interest in real property: I Title Individual Name Address (no PO Box) i First,Middle,Last,Suffix Address,City or Town,State,Zip Code REAL PROPERTY AMADAN MANAGEMENT,LLC _ 57 RIVER STREET,SUITE 106 WELLESLEY,MA 02481 USA 9.Additional matters: SIGNED UNDER THE PENALTIES OF PERJURY,this 17 Day of May,2016, ROBERT S. KORFF ON BEHALF OF AMADAN MANAGEMENT,LLC,Signature of Authorized Signatory. 3 ©2001 -2016 Commonwealth of Massachusetts All Rights Reserved f MA SOC Filing Number: 201683406170 Date: 5/17/2016 3:37:00 PM THE COMMONWEALTH OF MASSACHUSETTS I hereby certify that,upon examination of this document, duly submitted to me, it appears that the provisions of the General Laws relative to corporations have been complied with, I and I hereby approve said articles; and the filing fee having been paid, said articles are deemed to have been filed with me on: May 17, 2016 03:37 PM WILLIAM FRANCIS GALVIN Secretary of the Commonwealth f Mass. Corporations, external master page Page 1 of 2 Corporations Division Business Entity. Summary ID Number: 000006605 Re uest certificate New search Summary for: AMADAN MANAGEMENT, LLC The exact name of the Domestic Limited Liability Company (LLC): AMADAN MANAGEMENT, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 000906605 Date of Organization in Massachusetts: 09-29-2005 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: 57 RIVER STREET SUITE106 City or town, State, Zip code, WELLESLEY, MA 02481 USA Country: The name and address of the Resident Agent: Name: ROBERT S. KORFF Address: 57 RIVER STREET SUITE 106 City or town, State, Zip code, WELLESLEY, MA 02481 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER ROBERT S KORFF 57 RIVER ST STE 106 WELLESLEY, MA 02481 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000906605... 10/18/2017 Mass. Corporations, external master page Page 2 of 2 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report ^' Annual Report - Professional Articles of Entity Conversion Certificate of Amendment v' ':View filings Comments or notes associated with this business entity: f A { New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000906605... 10/18/2017 Steven E. Younis, P.E., Inc. Fire Protection, Code Compliance, Safety 47 Stone Ridge Road, Franklin, MA 02038 & 418 Wolcott Avenue, Middletown, RI 02842 T: (508)446-7311 F: (508)384-7130 Email: steveneyounis@gmail.com November 6, 2017 Building Department 200 Main Street Hyannis, MA Re: Fire protection narrative—Citizens Bank, 411-417-Barnstable Road, Hyannis, MA As the Fire Protection Engineer of Record, I am submitting the following fire sprinkler system narrative to the Town of Hyannis/Barnstable in order to satisfy the requirements of 780 CMR of the Massachusetts State Building Code, 8ti,Edition, for Citizens Bank, 411-417-Barnstable Road, Hyannis, MA. This narrative describes the basis (methodology) of design for the occupancy and hazard for compliance with 780 CMR, International Building Code (IBC), and all applicable NFPA Standards. The design has been developed through performance compliance methods. BUILDING DESCRIPTION The building property is located on 41 1-417-Barnstable Road, Hyannis, MA and is described as follows: • Building Use Group:- 2A • Building height: —18' • Number of floors above grade: 2 • Number of floors below grade: 0 Type-of Occupancy: Business (B), Per IBC Section 304.1 • Approximate square ft. of space being modified: Approximately 6,000 sq. ft. • Type of Construction: Steel & masonry • There will be hazardous material stored in this space. • There will be storage of commodities no greater than 5'-0" in height for this modification. • There is an existing site access arrangement for emergency response vehicles that allows for access around the full perimeter of the building. Full automatic fire sprinkler system to be installed/modified in the building. • Flow data: o Static pressure: 73 psi o, Residual pressure 58 psi o Flow: 1 IN gpm • Complete fire alarm system is installed throughout the entire facility in accordance with 780 CMR, IBC, and applicable NFPA codes— not covered under this narrative. • Portable fire extinguishers to be located throughout the facility. • Fire hydrants located onsite & on Barnstable Road. APPLICABLE LAWS, REGULATIONS AND STANDARDS 780 CMR (Mass. State Building Code, 9"' Edition) International Code Council Standards and Edition used for design and analysis of this facility. • International Building Code, 2015 Edition National Fire Protection Association (NFPA) Standards and Edition used for design of each fire protection system. • NFPA 13, Installation of Sprinkler Systems, 2013 Edition—General • NFPA 25, Inspection, Testing and maintenance of Water Based Fire Protection Systems, 2011 Edition • NFPA 241, Safeguarding Construction, Alterations and Demolition Operations, 20.13 Edition FIRE PROTECTION SYSTEM Fire Suppression - Automatic Sprinkler System The occupancy classification complies with the provisions of the 1BC, Section 304.1, this building is classified as Business (B). An existing 8" fire main supplies the fire sprinkler system As defined by NFPA 13 (2013 edition), this building is designed as an NFPA 13 system Light Hazard with a design density of 0.10 gpm/sq. ft. over 900 sq, ft. —area reduced due to use of quick response sprinkler heads per NFPA 13. Fire Protection System Performance The occurrence of a fire or any other source of heat generated in a sufficient amount to fuse the sensitive elements at the individual fire sprinklers or a break at any point within the fire system or any other situation that would create a water flow will cause the main switches to activate. When electrical contacts within the main switches activate, an alarm signal is sent to-the fire alarm panel to acknowledge an alarm condition and the fire alarm system will respond accordingly. Operation of any actuation device within the space will cause notification devices to sound throughout the space. Note: Safeguards, fire prevention, and emergency procedures during construction and impairment plans associated with existing systems modifications shall be met throughout the project in accordance with NFPA 241 until a Certificate of Occupancy is issued by the Town of Hyannis/Barnstable. 2 Coordination Coordination for testing of systems shall be performed by licensed professional. Verification and confirmation shall be submitted by the licensed professional, in written form, to Hyannis Fire Department stating that all fire protection systems, equipment and devices have been individually tested and tested as an entire system when specific systems are integrated to form a building life safety system. The written confirmation shall bear the signature of the testing agencies representative/s performing the tests. The licensee shall coordinate tests to occur on the same day and time. He shall give 24 working hours notice to Town of Hyannis/Barnstable Building Inspector, Fire Department,public utilities, building owner, and adjoining tenants before commencing tests. The Hyannis Fire Department will be notified of any and all testing to insure that they witness such testing. Inspection, Maintenance, & Testing Requirements The sprinkler system shall be tested in conformance with NFPA 13 as follows: • Piping shall be hydrostatically tested to 200-psi minimum at the inspectors test station through a gauge set at the low elevation of the system. • At the sprinkler test valve, the valve will be opened to generate a flow equal to a signal head operating. -All interior and exterior alarms will be activated • The main drain valve shall be opened and remain open until the system pressure stabilizes. The static and residual pressures shall be recorded on the contractor's test certificate. • The installing contractor shall provide the owner with all literature and instructions provided by the manufacturer describing proper operation and maintenance of any equipment and devices installed. • The installing contractor shall provide the owner with a copy of NFPA 25, Standard for the Inspection, Testing, and Maintenance bf Water-Based Fire Protection Svstems. • Inspection, maintenance, and testing are to occur by the owner as prescribed by the provisions of NFPA once the CO is issued. All reports are to be kept on file by owner and made accessible to authorities at all times. APPROVAL REQUIREMENTS The,following defines the required approval requirements for this project: • '.Verbal approval by Authority Having Jurisdiction shall be granted before submission of test'.certificates. Sign-off for certificate of occupancy by the Authority Having Jurisdiction shall be viewed as written approval of systems. • As-built drawings, operation & maintenance manuals, and test certificates shall be submitted by the general contractor upon completion of work. • All documentation as required by 780 CMR shall be submitted by the general 3 i contractor. • Names, addresses, and telephone numbers of all personnel for emergency notification shall be submitted to the code officials. Design and Construction Control Design. In conjunction with 780 CMR, Section 107.6.2.1, all plans, computations and specifications involving new construction, alterations, repairs, expansions or additions or change in use or occupancy of existing buildings shall be prepared by or under the direct supervision of a Massachusetts registered architect or Massachusetts professional engineer and shall bear his or her signature and seal or shall be prepared by the legally recognized professional performing the work, in accordance with M.G.L. c. 112, § 81R. Said signature and seal shall signify that the plans, computations and specifications meet the applicable provisions of this code and all accepted engineering practices. Construction. In conjunction with 780 CMR, Section 107.6.2.2, the registered architects and professional engineers who are responsible for the design, plans, calculations, and specifications, their designee or registered architects and professional engineers who have been retained for construction phase services, shall perform the following tasks: 1. Review, for conformance to the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. The application of the permit shall not be deemed to be complete until all of the construction documents required in this code have been submitted. Final documentation.of the compliance of the work per the plans and specifications shall be provided, and, when required by the building official, at the completion of each phase of construction. Onsite Safety. Safeguards, fire prevention, and emergency procedures during construction and impairment plans associated with existing systems modifications shall be met throughout the project in accordance with NFPA 241 until a Certificate of Occupancy is issued. Should you have any quest'e s or cornments, please feel free to contact me at any time. Thank you very nipdi. �, ��N OF M,gss9o STEVEN E. yG� Regards, YOUNIS —; c� FIRE PROTECTION un Steven E. Youni 4 i PLAN NOR III W E NEW LINE TO FEED - NEW PENDANTKAARKETINGWINDOW AND -- ---- 1 ',SPRINKLER HEAD FROM STAIR PROTECTION CAP UNUSED CAP UNUSED OUTLETS I I T\ 1 f STI G BRANCH LINES OUTLETS ti - I- I 1 — Eb _J I �. �I� �;�T '' �' �� it ' 'I !_ -I s '.'` _i � 1 I Xf Fiji- :i a r II 6 — I I I'J I I I i m. 1 I I � _ __. *d c ' a4• I I I i I I p,'i'I —_ --- I p hII{,9j Ilk!6 �I w1 1 �-- - II�IT� I ..I� I, �I, O� •....i'NEW PENDANr „ --�,.` -a I I.:11 -•-I.-,- Tt. 1 •. __ .-.-_ F �. 1 N I III L�I { E%STING BRANCHF NES: '1 - 1' r� NEW2AMDRY': 1 ' 1 ,� 4 I I I I K, I -0 'IIL h I I PROTECTION" I 1 4 1 '-'I �- aEMOTEAREA Hydraulic Informafion .NEW2�1/2'DRY OCCUPANCY CLASSIFICATION LgM1i Hazard AI.VE FOR CANOPY .rr DENSITY 0.100gpori for 9W.00tt'(A-2512.37tt') PROTECTION' TOTAL HOSE STREAMS 100.00 ♦. e x 'h I KLYNOTES KEYNOTES _ I __ TOTAL HEADS FLOWING 9 -- - - ORV'PENDANTS OFF OF_ -- aEemwr sssuxl¢avnlxosrlceroa LourEo,rr eraow eonouor -,srn oxrsacros RwR o suwnorvos K-FACTOR 5.6 as. oscortwrrvecc,nw ara, -P. DRY PIPE O1O.. ::. b- _ e __�... .:sysw r rcuxcwvxE xnrxomxwuxa vrcnL orauaa[ SPRINKLERSYSTEM = 1 TOTAL WATER REQUIRED 243.9d s�xFwor sogwsxs66x comnxri lL' .wsrulmrcw6o senna�nswlrw rcwl66 arrcnd lrc�rxaruuua TOTAL PRESSURE REQUIRED 28.68d e svnwnss ow,e6 sww6oxo,.Ess r,m+zcrxau vanLr orrrust:xs. SAFETY MARGIN s43.43fi W.2% cooxownre w.rx,wnc..m Lmrzwc coxra.crox ccroR rowsruunoxor '. ' -- J .'J� � (P6U ( ) . —__.I. _ O� ._.-__-_oP_.- wxLex sysrcu csm crew lxc EAGLE FI RE PROTECTION sxarma[R covevne6 esLav cugvr.mxsxx E E E r 1 E i riworv=1 s6nmrsrsr[u.scE VEraL = e'3 _b 6'6'i. ♦ ]91 MAM 6T srrrsrul warcrrt svawrtLc6 urvoEx sax wmwc.cooxorral[nccess xnx[, I,ir«iapiw�cWCEa-�Eosxxwrc,Es mcFMEA OF<EluxclrlEo[Lcw9rap �. - __-._..__..._-_---_._� �e o � I g. I ,) 1' l ___ I - ... » '•• III - I i ax0 aII6s3d .-..sz.wne I c.+,.r�.ww\I r/em.c.....e.y 4118ARNSTABLERD HYANNIS MA Li-_.. III �---_ p uw neaa rrs r L.KUERR 6ER DEIA L FIRE PROTECTION PLAN I I N M1 ® I -abpep HYO --_.- - , sfnsTma]Rs sm,aeHeuv eppy wn NEW WET SYSTEM PIP�WATER DATA'.STATIC- ]3 P51 r - -t,— I� EXISTING TO R�r_ RESODUAL=SB P51 I.-- - L --- - __.- _- I' -- ===L___ _ _-___•.� -- i li_ -_- ei 1�__ U NEW DRY SYSTEM PIPE J L_�_ FLOW= 11WGPM FP1 of t i Hydraulic Calculations for Project Name:CITIZENS BANK Location:411-417 BARNSTABLE RD, HYANNIS,MA, Drawing Name: CITIZENS BANK_HYANNIS_EAGLEFP_FP Calculation Date: 11/3/2017 Design Remote Area Number: Occupancy Classification: Light Hazard Density: 0.100gpm/ft2 Area of Application: 900.00ft2(Actual 912.37ft2) Coverage per Sprinkler: 120.00ftz Type of sprinklers calculated: Pendent No.of sprinklers calculated: 9 Type of System: Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 12 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 12: 243.94 @29.014 from Pump at Node: 14: 0.00 @ 0.000 Water Supply Information: Name of Contractor: EAGLE SPRINKLER FIRE PROTECTION Address: 781 MAIN ST,WHITINSVILLE MA Phone Number: 508-234-7393 Name of designer: D.SHEDD Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A OF SqO ST ENIS E. o Y GT,.1ON `n •46 SIG L.@ M.E:P.CAD,Inc. j 4AutoSPRINK®12 02.0.61.0 11/3/201710:19:02AM Pagel Hydraulic Graph Job Name: CITIZENS BANK N 1.85 Remote Area Number Date: 11/3/2017 100 Water Supply Summary Sheet 90 Node: 12 80 St Pre atic ssure 73.000 70 —243.94 @ 72.120 60 1130.00 @ 58,000 N a 50 a� 40 30 143.94 @ 29.014 i 243.94 with Hose Allowance at Source 20 S stem demand curve 10 0 0250 500 750 1000 1250 1500 1750 2000 2250 2500 Flow-gpm L ©M.E.P.CAD, Inc. AutoSPRINK@ 12 02.0.61.0 11/3/2017 10:19:04AM Page 2 y Hydraulic Graph Job Name: CITIZENS BANK N 1.85 Remote Area Number: Date: 11/3/2017 • 100 Pump Summary Sheet 90 Node: 14 80 70 60 Pump Churn Pressure 55.000 N Q N 50 7 N N a` 40 0.00 @ 40.000 30 20 10 0- 0 10 20 30 40 50 60 70 80 90 100 Flow-gpm Pump Rating50.00 @ 40.000 SupplyStatic:73.000 Residual:58.000 Flowing:1130.00 [MJ©M.E.P.CAD, Inc. AutoSPRINKO 12 02.0.61.0 11/3/2017 10:19:04AM Page 3 Summary Of Outflowing Devfces ; Job Number:132 Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m m K (psi) Sprinkler 101 L 14.82 12.00 5.6 7.000 Sprinkler 102 16.33 12.00 5.6 8.504 Sprinkler 103 15.16 12.00 5.6 7.326 _Sprinkler 104 14.93 12.00 5.6 7.104 Sprinkler 105 15.49 12.00 5.6 7.646 Sprinkler 106 16.99 12.00 5.6 9.200 _ Sprinkler 107 16.14 12.00 5.6 8.303 Sprinkler 108 16.13 12.00 5.6 8.297 Sprinkler 109 17.97 12.00 5.6 10.297 r Most Demanding Sprinkler Data LA,©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 11/3/2017 10:19:05AM Page 4 I Job Name: CITIZENS BANK Remote Area Number: Date: 11/3/2017 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) °@ (gpm) (psi) @ (gpm) (psi) 12 water Supply 73.000 58.000 1130.00 72.120 243.94 29.014 Pump Analysis Churn Residual @ Flow Available @ Total Demand Required Pressure Node (psi) (psi) (gpm) (psi) (gpm) (psi) 14 55.000 40.000 50.00 55.000 T 0.00 0.000 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 12 -6'-0 Supply 29.014 143.94 101 18'-0 Sprinkler 7.000 14.82 102 18'-0 Sprinkler 8.504 16.33 103 18'-0 Sprinkler 7.326 15.16 104 18'-0 Sprinkler 7.104 14.93 1,05 18'-0. Sprinkler . 7.646 15.49 106. 18'-0 Sprinkler 9.200 16.99 107 18'-0 Sprinkler 8.303 16.14 108 18'-0 Sprinkler 8.297 16.13 109 18'-0 Sprinkler 10.297 17.97 I1 19'-0 8.047 2 19'-0 10.019 3 19'-0 9.452 4 19'-0 10.255 5 19'-0 8.306 6 19'-0 9.049 C,©M.E.P.CAD, Inc. d AutoSPRINKO 12 v12.0.61.0 11/3/2017 10:19:06AM Page 5 1 Job Name: CITIZENS BANK Remote Area Number: Date: 11/3/2017 Node Number Elevation(Foot) Node Type' Pressure at Discharge at Notes Node Node (psi) (gpm) 7 19'-0 11.671 8 19'-0 11.647 9 19'-0 11.635 10 19'-0 11.448 [M ©M.E:P.CAD, Inc. 40 AutoSPRINKO 12 v12.0.61.0 11/3/2017 10:19:06AM Page 6 i Job Name: CITIZENS BANK Remote Area Number: Date: 11/3/2017 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fittin /Device E uivalent (Foot) (q) Devices 9 ( q Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 ActualID Length Total (Foot) (Q) (Foot) Foot (psi) Friction(Pf) to(Pf)and shown as a ( ) negative value. 101 18'-0 5.6 14.82 1 (See 13'-93/4 120 7.000 •••••Route 1 Notes) Sprinkler, 6'-0 -0.434 1 19'0 V, 14.82 1.0490 0.074703 3E(2'-0) 19'-9'/ 1.481 1 19'-0 15.16 1'/4 (See 13'-5 120 8.047 Notes) 6'-0 Flow(q)from Route 3 3 19-0 29.97 1.3800 19'-5 0.072346 1.405 2E(3'-0) 3 19'-0 16.13 1'/4 (See T-10 120 9.452 Notes) 6'-0 Flow(q)from Route 5 7 19'-0 46.10 1.3800 0.160457 PO(6'-0) 13' 10 2.220 7 19'-0 97.83 4 (See 5T-1 V/4 120 11.671 Notes) 197'-6 6.936 Flow(q)from Route 2 11 T-0 143.94 4.2600 0.005446 3T(26'-4),7E(13'-2),C(26'-4), 251'-5'/ 6.370 BFP-5.000 11 T-0 4 (See 14'-8% 140 24.977 Notes) 16 8% 3.902 12 -6'-0 143.94 4.2200 31'-5'/s 0.004287 0.135 E(16'-8%),S 100.00 29.014 Hose Allowance At Source 12 243.94 Total(Pt) Route 1 104 18'-0 5.6 14.93 1 (See 15'-7 120 7.104 •••••Route 2 Notes) Sprinkler, 6'-0 -0.434 5 19'-0 14.93 1.0490 21'7 0.075733 1.635 3E(2'-0) 5 19'-0 15.49 1'/4 10'-0 120 8.306 Flow(q)from Route 4 6 19'-0 30.41 1.3800 0.074312 10'-0 0.743 6 19'-0 16.14 1'/4 (See 9' 10 120 9.049 Notes) 6 0 Flow(q)from Route 6 9 19'-0 t. 46.55 1.3800 0.163325 PO(6'-0) 15'-10 2.586 9 19'0 17.97 4 10'-0 120 11.635 Flow(q)from Route 9 8. 19'-0 64.52 4.2600 10'-0 0.001234 0.012 8 19'-0 33.32 4 9'-0 120 11.647 Flow(q)from Route 7 7 19'-0 97.83 4.2600 0.002666 9'0 0.024 11.671 Total(Pt) Route 2 L ©M.E.P.CAD,Inc. AutoSPRINKO 12 02.0.61.0 11/3/2017 10:19:08AM Page 7 Job Name: CITIZENS BANK Remote Area Number: Date: 11/3/2017 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) Devices K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (q) Length) Fitting pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 applicable,are added directly Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf) to(Pf)and shown as a (Foot) negative value. 103 18'-0 5.6 15.16 1 (See 5'-9% 120 7.326 •••••Route 3••••• Notes) Sprinkler, 9'-0 -0.434 1 19'-0 15.16 1.0490 0.077919 2E(2'-0),T(5'-0) 14'-9'/ 1.154 8.047 Total(Pt) Route 3 105 18'-0 5.6 15.49 1 (See 4'-5'/ 120 7.646 •••••Route 4••••• Notes) Sprinkler, 9'-0 -0.434 5 19'-0 15.49 1.0490 0.081062 2E(2'-0),T(5'-0) 13'-5% 1.093 8.306 Total(Pt) Route 4 108 18'-0 5.6 16.13 1 (See 9'-2 120 8.297 •••••Route 5••••• Notes) 91-0 -0.434 Sprinkler, 3 19'-0 16.13 1.0490 18'2 0.087420 1 589 2E(2'-0),T(5'-0) 9.452 Total(Pt) Route 5 107 18'-0 5.6 16.14 1 (See 4'-5'/ 120 8.303 •••••Route 6 Notes) Sprinkler, 9'-0 -0.434 6 19'-0 16.14 1.0490 0.087481 2E(2'-0),T(5-0) 13'-5% 1.180 9.049 Total(Pt) Route 6 102 18'-0 5.6 16.33 1 (See 15'-9'/z 120 8.504 •••••Route 7 Notes) Sprinkler, 6'-0 -0.434 0.089437 2 19'-0 16.33 1.0490 21'-9'/s 1.949 3E(2'-0) 2• 19'-0 1 Y4 10'-0 120 10.019 4 19'-0 16.33 1.3800 0.023523 10'-0 0.235 4 19'-0 16.99 1'/4 (See 9'-10 120 10.255 -Notes) Flow(q)from Route 8 6'-0 8 19'-0 33.32 1.3800 0.087974 PO(6'-0) 15'-10 1.393 11.647 Total(Pt) Route 7 106 18'-0 5.6 16.99 1 (See 6'-5'/2 120 9.200 •••••Route 8••••• Notes) Sprinkler, 91-0 -0.434 4 191:0 1.488 16.99 1.0490 15'-5'/z 0.096192 2E(2'-0),T(5'-0) 10.255 Total(Pt) Route 8 109 18'-0 5.6 17.97 1 (See 5-10 120 10,297 •••••Route 9 Notes) Sprinkler, 91 0 0.434 10 19'-0 17.97 1.0490 0.106756 2E(2'-0),T(5'-0) 14'-10 1.584 .©M,E.F.CAD,Inc. AutoSPRINK®12 v12.0.61.0 11/3/2017 10:19:08AM Page 8 i Job Name: CITIZENS BANK Remote Area Number: Date: 11/3/2017 Pipe Information Elev 1 Flow added Fittings 8 Length C Factor Total(Pt) Notes Node 1 (Foot) Devices K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (q) Length) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 ' Actual ID Length Total (Foot) (Q) (Foot) (psi) Friction(Pf to(PO and shown as a (Foot) negative value. 10 19'-0 11/, (See 0'-8 120 11.448 Notes) 6'-0 9 19'-0 17.97 1.3800 6-8 0.028077 0.187 PO(6'-0) 11.635 Total(Pt) Route 9 h [�©M.E.P.CAD,Inc. ); AutoSPRINK®12 02.0.61.0 11/3/2017 10:19:08AM Page 9 i Job Name: CITIZENS BANK Remote Area Number: Date. 11/3/2017 Equivalent Pipe Lengths of--;Valves and Fittings,(C=-20 only)" C Value Multiplier,' Actual Inside Diameter 4.87 Factor Value Of C 100 130 140 150 = Schedule 40 Steel Pipe Inside Diameter > Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend" ALV Alarm Valve An QV An le Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cpIg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pi e Valve E 90°Elbow EE 45'Elbow Eel 11'V Elbow Eel 221/?Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock TM Elbow fEE 45'FireLock TM Elbow fig Flange FN Floating Node fT FireLock TM Tee Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve H d Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 PumpOut PIV Post IndicatingValve PO Pipe Outlet PRV Pressure ReducingValve PrV Pressure Relief Valve red Reducer/Adapter S Su I sCV SwingCheck Valve S r Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca I �A ©M.E.P.CAD,Inc. AutoSPRINK®12 v12.0.61.0 11/3I2017 10:19:07AM Page 10 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional I for work per the 81h edition of the y\ Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Citizens Bank Date: 11-6-17 Property Address: 417 Barnstable Road, Hyannis, MA Project: Check (x) one or both as applicable: New construction X Existing Construction Project description: Design & install fire sprinkler system in compliance with NFPA 13,NFPA25, & 780 CMR I Steven E. Younis MA Registration Number: 46518 Expiration date: 6-30-18, am a registered design pr'gfessional, and 1 have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical X Fire Protection Electrical Other: for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR), and accepted engineering practices for the proposed project. l understand and agree that I (or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1 Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. ?. Perform the duties for registered design professionals in 780 CMR Chapter 17. as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official-, I shall submit field/progress reports (see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Const. ction/Control,Document'. Enter in the space to the right a "wet" or � ��CIF MASSq�'ti electronic signature and seal: o� TEVENE Gs r. O aR Tr.('T101`t c� F,RE. 0 ". 40,4651b t Phone number 508=446-731.1 Email:'steveneyounis om A9p GIgTE�cv • ��'� FFSSIQNA;�`G�a Building Official Use Only f Building Official Name: Permit No.: Date: Nate I. Indicate with an 'x' project design plans,computations and specifications that you prepared or directly supervised. 11 'other' is chosen. provide a description. Vcr, ion 06 1 1 2013 Page 1 of 1 3 r � bps 4� r. c p he B �yq(,, 3 file:///C:/Users/andersor/AppData/Local/Microsoft/Windows/INetCache/Co... 3/12/2018 ` - - NO. DATE REVISION DA ,2, K i, zens ank SEAL" A CITIZENS BANK BRANCH HYANNIS 411 BARNSTABLE ROAD, HYANNIS, MA. t DRL 9.05 LOCATION MAP DRAWING LIST 3c1:Ic" `"'I' t'ae`` E?;xif;�irlc=.'Suite rvI nsf=.fd,MIA C 204::. _ CO COVER S EET. x _ 78°-3131-854 i CODE-] CODE PAGE a GROUND FLOOR EGRESS PLAN X v^d:JTi.C':"Ic3rc^i':y?CT::.:^:Ofl7 DS x - CODE-2 2W FLOOR EGRESS LAN Omer. �q�jf[{-TIJ� ��ABBREVIATIONS LEGB tmiBNS BANK ., 1�° /' O ,{•� Z rs�. A-101 FIRST R_OOR CONSTRUCTION PLAN X 100 Saddmnoaxt crow Roes A-102 2ND FLOOR CONSTRUCTION PLAN x Cranstm,RI 02920 ',r" r A-201 FIST R.00R REFLECTED CEILING PLAN X j 1 A-202 .2N7 FLOOR REFLECTED CEILING PLAN x �"�• �"1/ it A-250 CH.NG DETAILS X MEP En8lneer A-601 ENLARGED TOILET PLANS a DETAILS X SYSNA NENNESSYGROUP , A-� PARTITION TYPES DETAILS X 2067 MASSACHUSETTS AVE,STH FLOOR 1t1OlE _ A-801 TYPICAL E LVATIO DETAILS X p ONE: -6824749 ^ A-801 IN1R6tlOR ELEVATIONS X /1 i A-502 INTERIOR ELEVATIONS X A-815 TELLER LIME PLAN ELEVATIONS d ECUPMENT x - A-815A TELLER LINE MILLWOXIC DETAILS X - LOUNGE DISCOVERY DESK x A-90 HARDWARE SCHEDULEx _ ' __ R-01 FLOOR FINISH PLAN R-12 20 FLOOR RNSN PLAN x (f ,.._---- - P-001 PLUvEING SYMBOLS.NOTES,AND ABBREVIATIONS x . :.I I, •L r I H .....' naIJ69,. P-002 PLUVINNG SPECIFICATIONS x , P-101 FIRST FLOOR PLWBNK`PLAN AND ISOMETRICS x 111, •� ;, - /'t pBp�GW ! i I P-102 SECOND FL LLPvB OCM PING PLAN X P-501 PLU NW,DETAILS x _ MM--001 - MECHANICAL SYMBOLS.MOTES a ABOMATIGYS x M-002 MECHANICAL SPECIFICATIONS x / \�� CITIZENS BANK / /^ a MAP 311 LU7033 t M-003 MECANCAL BPECWCATIONS_ X _ - - \ �\ / / 1 3 M-004 MECHANICAL SCHEDULES X, PROJECT TITLE 471 BARNSTABLE RD j - ✓ N/F 1:14LS'.OF 1 NYANNIS MA t J 4-9 \ M-101 MECHANICAL GROUND FLOOR PLAN x / > FILTH F NKEL51'EIN .el ( OOK fiF19,.PAGE% M-IO3 MCCHANICCAL AL ROOF DPLAN FLOOR PLAN x . M-501 MECHANICAL DUALS x CITIZENS BANK . - - / _ \; a.-, 7 ._.....'r M£CHNJCAL SL-0ISJCE of�EunorB ✓' �� .:..:� .. . ELE acnL M£cwwcsl DErn2s z HYYANNFIS�F I I ELECTRICAL SYMBOLS,NOTE AND ABBREVIATIONS X .. ICE E-00 ELK FI S y�7('+ p(�y�,T''� E-002 ELECTRICAL SPECIFICATIONS X S G ZONE E E-003 ELECT SPECIFICATIONS X _ �•.� 1 - + 4 3 -31 j E004 ELECTRICAL CR C(ND FLOOONSR x 411 BARNSTABLE RD,HYANNIS,MA t✓ lj I MAP 317,LOT 038 J EL-101 ELECTRICAL GROIAD FLOOR LIGHTING PLAN X MAP 31 O'f 0>6 NIIF LANDS OF / FL-)02 ELECTRICAL SECOND FLOOR LIGMING PLAN x k - M, PRANCES J.READ E'-pl ELECTRICAL GROUND FLOOR POWEiR PLAN X "Citizens Bank," FLANDSAS DOC.0571i1 / EP-K)2 ELECTRICAL SECOND FLOOR POKER PLAN X " 0+B KRI MANTAS PROJECTNo: '2016082 He" KRISC�UNAS .E-501 ELECTRICAL DETAILS X /y,p^ ,' T CTF.177746 r„�••-�; / E-601 ELECTRICAL PANEL SCHEDULES X p r v '- 2S BEFRS1 ROAD - / FA-101 ELECTRICAL GROUND FLOOR FIRE ALARM PLAN X - � x i ii �•. I� ' - �`y _.AP 311 SOT T. / FA ELECTRICAL SECOND FLOOR FIRE ALARM PLAN x DRAWING TITLE: e�d ," OF LANDS FP-001 FIRE PROTECTION SPECIRCATIONS AND ABNiFAATIOS X COVER ELECTWER PAGE p WI�LIAM CTF.1 07P4.,TO � R'-101 FIRE PROTECTION FIRST FLOOR PLAN x R'-102 FIRE PROTEC710N SECOND FLOOR PLAN X R PROTECTION DETAILS X FP-501 RE PROTEC . 11B ZONE SCALE: AS IMkalaC IB ZONE C0 Issue for Permit ISSUE DATE: 2/27/17 �1 R,I NO. DATE REVISION BUILDING CODE ANALYSIS �s Analye s wee performed using the standards set fourth In780 CMR eth Edition 00 IBC) BUILDING SIZE:(SQUARE FOOTAGE) LT 0 • r——————————————-1 Tennant Specs:Proposed Cltlmro Brooch Bank tat Floor 9F:3,200 Other Bank Function 2nd Fbor SF:2,880 Total BUIIAng SF:8,080 N M Ocaryenry Load:Budrre68 aroe,00 gross of/occupenC:6.080 H00=61 Occupants. /1i OF _......./ L. -------------- ! I Egress Width: rosstlh: EO CompmerdeTperocal O. peld(61,0.2'=,2.2'739'mInpmwkid. ' ' . (r'..:—......_I I..—.——1! Number of Exist 340rovlded Exits SEAL o CHAPTER 4-CLASSIFICATION OF WORK -- -i r ——- - I 401.3 Occupancy and Use Refer to table 304.1 Business Occupancies The building win continue to be occupied as a Business Use(Use Group B) BUILDING ELEMENTS AND MATERIALS(602&703) AD interior finishes will be provMed as per the equlromen e ot section 602 11703. - L————_——- 1I (�I II 'I I FIRE PROTECTION(603&704) r`—————— J Fire alarm system sAD be provided and will comply with all applicable codes Sprinkler protection will be provided throughout the bank space and will comply with all appficalbe codes. 1 Cl I I _ MEANS OF EGRESS(604&705) )�� I I (� I The proposed cork will most am o<e.<eme an agrees requirements a aearon 4-z ' I . 004 8 705.UP ADDeasibi(iry(Bos&708) � 1. I / I va^caned Arc hi11�<,:s �< . . _. I ------; I I I M.wWI[ wl0 comply with 521 CMR AAB. t• #'."Af','>C`'� \ 'u ❑ I I I I The proposed work will comply with section 708 and other epplicaDb codes, 9- 2 h uth NAl in Skeet O/--` I I I * Mechanical(709) J�048 3113.5 1 - The proposed work will comply with saction 709. ( I 29 I 781 333 fi:i/:t I STRUCTURAL(606-707) tivsv r:. larcniteds.coni WA _ CITIZENS BANK \ 6V 70- 79.5' II ____-___, _---�. --�------ .0 I ENERGY CONSERVATION(711) loos«Imnosaetcrosa;Rose / Cronston.RI 02920 The proposed work will comply withmctlon 711 as applicable. - ——————————�32.5' 'I / ( // 16 MEP Engineer. / I r'--'-'l I SYSIfA NENNESSY GROUP 2067 Contact DAVID FLLONVITZ USETTSSTM FLOOR s. --------- --------0--------� I .ham �I� - CAMBRIDGE,MA 02140S AVE.A i i I BUILDING CODE INFORMATION PHONE 817-682-4749 - L m -----' -°-- I GROUND LEVEL,PROJECT.CITIZENS BANK-HYANNIS I � LOCATION:411 BARNSTABLE ROAD,HYANNIS,MA FLOORS EL,2ND FLOOR LEVEL .BUILDING OVERVIEW - - The builalrg Is to sa constructed In 2617 - \, 1f! I Building Overview.Two Story Balding,bank branch on,at Hoer=3,200 SF and other bank function on 2nd floor-2,880 SF(building total=6,080 SF) The Site is located 1,Zo HG Construction Type:58 Unprotected _ Ell r I - APPLICABLE CODES Zoning Town of Hyannis Zcolrg Code I PROJECT TIRE I Building (20 CMR:Massachusetts E em Balding Code(Bih Edition) p: (20091nemationel EdsUrg Building Code) i i Fire Prevention 627 CMR:Massachusetts Fire Prevention Regulations , J m I I Accessibility 521amnMassachuse Architecture]Access Board CITIZENS BANK Electrical 524 CMR:12.00:Massachusetts Electrical OFFICEl Code '. r ' 1 (2011 National Electrical Code) HYANNIS - Mechanical 2009 lntematlonal Mechanical Code I Plumbing 248 CMR:Massachusetts Plumbing Code(2005) 411 BARNSTABLE RD,HYANNIS,MA PROPOSED GROUND FLOOR PLAN I 1/ it 4'�t'-0" 1 EGRESS KEY PROJECT No: 2018082_ O DRAWING TITLE: H H �~ 9 O" ® ' EGRESS LOAD --xx EGRESS PATH AND DISTANCEBASE CODE PAGE OCCUPANCY AAC NNPOINT CALCULATED 1 TOTAL TRAVELDISTANCE I I MILL/ '}J- . a 1 COMMON PATH OF TRAVEL DISTANCE .• L———--———————— —————- SCALE: Aslndcated 'CODE-1 Issue for Permit ' ISSUE DATE: 2/27/17 NO. DATE REVISION BUILDING CODE ANALYSIS TTb rysia Me pore pe t,.d using the alardeMa eel Kurth in 780 CMR Bth Edition ' (20081BC) BUILDING SIZE:(SQUARE FOOTAGE) AR Tennant Specs:Proposed Cismns Branch Bank tat Floor SF:3,200 Othar Bank Function 2nd Floor SF:2,S80 Toted Building SF:6,080 �y24 m Omupenry Load:Business area 700 grew sflo=pancL 8,OB0/100=81 O=paM K . 10 Eema Width: Egress C.-WI- 0.2-p —P-M(81-0.7=12T)3(r in pmNdad. N OP'-bdP 'Number of Eclat 3-Provided Ettla t❑J - SEAL ❑ CHAPTER 4-CLASSIFICATION OF WORK , 401.3 Ocwpenry a�U.t Rehr to bbld 309.1 BuElnaee.(U-mJos. ( IWI 401 building will nmdlnua b be,W tgNd es a Business Use p Group B) ______ 1 I BUILDING ELEMENTS AND MATERIALS(602&703) . �71,1 All interior finishes will be provided sa per tler requiromaMe of section 802 a 703. I U FIRE PROTECTION(603&704) \ Fire camp system will be provided and wig oomph bank pace,and codes - / Sprinkler protection aAll be provided tlwugTON the hank apace end will comply wlm all eppl4slbe codes. . k_______________� I I MEANS OF EGRESS(604&705) ` ❑ / 1 2s 1 � 1 I I I The proposed wod w n meal and or exceeds en egress requlM Pnb a section 1 I BO0 a 705. b I ------------------ I I _I Accessibility(605&706) '' DR " All work paHorrad win oomph MN 521 CMR Ms. d r'cl.)I ei;€.s 7-C 1 I` __9_ Electrical(708) I 74 _ � �.\ I ❑ I I — The proposed workwin comply with semon7oe and other apprrableooaes. 905 SclJtn Main Street. ( I Mechanical(709) - Building 9,Suites 201 1 lvlarlsfield,MA 02048 ❑ I ❑ The Proposed work will compy t h section 709. STRUCTURAL(806-707) 7£?'1 ecl 'i5 rt 'J>%Vv'Vi A .:.�tiiF:;1 3 t. '.Oril 1 WA Owner. .ENERGY CONSERVATION(711) Contra BANIc - 100 Sockenoaset Cross Road The pmpoem warx will comply with semen 711 es epdbabb. Cranston.RI 02920 MEP Engineer. 1SYSKA r Corbett DAVI iBVOROUP Contact DAVID ELLOWIUSETTS Z 2087 RIDGE,MA 0214S AVE,STN FLOOR BUILDING CODE INFORMATION PHONE:�7�2� I PROJECT:CITIZENS BANK-HYANNIS - LOCATION:411 BARNSTABLE ROAD,HYANNIS,MA FLOORS:GROUND LEVEL,2ND FLOOR LEVEL BUILDING OVERVIEW r The building is to be constructed in 2017 Budding Overview..Two Story Building,bank branch on tat floor=3.200 SF and othm bank function on 2nd floor 2,880 SF(bustling had=6,080 SF) The Site Is locatsd In ZonwHG Construction Type:5B Unprotected f l� APPLICABLE CODES ❑ ❑ Zoning Town a of Hyannis Zoning Cod • Building 780 CMR:Massachusetts Bustling Code(B81 Edition) - PROJECT TITLE (20091Memational Edctbg Bustling Code) Fire Prevention 527 CMR:Massachusetts FIre Prevention Regulations Acossedbntty, 521vnr Massachusetts Architecture!Access Board - CITIZENS BANK Electrical 524 CMR:12.00:Massachusetts Electrical Code BRANCH OFFICE (2011 National Electrical Code) HYANNIS Mechanical 2009 Intamasmal Mechanical Coda .. Plumbing Z48 CMR:Massachusetts Plumbing Code(20D5) 411 BARNSTABLE RD,HYANNIS,MA C Citizens Banko 1 PROPOSED SECOND FLOOR PLAN EGRESS KEY PROJECTNc: 2016082 114"?R 1► EGRESS LOAD XXI EGRESS PATH AND DISTANCE DRAWING TITLE: —CULATED FROM POINT TO POINT CODE PAGE OCCUPANCY TOTAL TRAVEL DISTANCE COMMON PATH OF w TRAVEL DISTANCE SCALE: As Indicated CODE-2- Issue for Permit ISSUE DATE: 6/28/17 - '! NO. DATE REVISION ............................................................ ........................................ .................. .......... ....................................-............. ............... ............. ................................................ ............................ .............................................................................. ................................. ......................................................................................... .......................................... ................. .................. ................................ ................ .......................................................................- ................ .................. SYMBOLS LEGEND ABBREVIATIONS MATERIALS ......................................................................................................................................................... .......... ................................. ................................................................................................................................................................................................................................................................................. ........................................................................................... ...................................................... im��ivif Ac sYMg&�................................................................................ TS AT DE DEGREE H HAND DRYER PlAm PLASTICLAMIMATE TREAD SEE OISCIPLIN'SHEE DITIONING PAS PLASTIC AIC AIR CONDITIONER I CON DEMO DEMOLITION HDSD HARDBOARD T&B TOP AND BOTTOM 9 PLASTER TAG TONGUE AND GROOVE EM ETN" AGO ACCESSIBLE GET DETAIL HOF HEADER PLA DETAIL ACC 11% PLYWD PLYWOOD TIS TUB IS GIVER EXTERIOR BY ACCESSORY OF ORNKIN FOUNTAIN HOW HARDWARE PAIR A"....". —INSULATION A 101 ACCUS INSUL ACOUSTICAL INSULATION CHI DOUBLE HUM H HARDWOOD PR IT TOWEL BAR SI W.Secoenm SHEET ELEVATION 7 OLA H HEADWALL TO TERRA GOTTA ACOU PHIL ACOUSTICAL PANELS DIAMETER PREFAB PREFABRICATED ShId Type P Dmo. Al LAY-IN COUS71C PANEL CEILING PADS DAG DIAGONAL H HOLLOW METAL PREFIN PPE-FINISHED TCZ CEMENTTOUS TERRAllO CONCRETE N�- PRECAST TAIL POLYU DE A OR A ESSOOOR DIM DIMENSION HNDRL HANDRAIL PRF RETHMNE SPORTS FLOORING TEL TELEPHONE ................ 0' SHEET 1�12 TNT NOR ACSP PROPERTY FIR A ESSFLOOR DISP DISPENSER HORIZ HORIZONTAL FLOP TEMP TEMPERATURE IN ELEVATION PAST PRESSURE TREATED TEMP TEMPORARY .......... ALI ACCESS PANEL DIV DIVISI 4 H HEAT PIPAP GLASS // NORTH ARROW ACST ACOUSTICAL ON DAMPPROOFING H HIGH PRESSURE PS POURED SEALANT INK THICKNESS A ACOUSTICAL CEILING TILE DR DOOR I DRAIN H HORSEPOWER PSF THRES TH ESHOLD PHIL TE GRAVEL 3 PONDS PER S UARE FOOT DETAIL .y-j', DS 0 :W..........SECTION CT 7 -,/ A' A EADRAIN DS DOWNSPOUT H HANDRAIL PSI PONDS PER SQUARE INCH THRU THROUGH E. DID INSULATION PAINT IT.. SD CD SHEET ADA AMERICANS WITH DISABILITIES ACT DW DISHWASHER ME, HAND SINK PT (ED) TKBD TA BOARD EPDXYPAINT I= ADDITIONAL DWG D WHO HT HEIGHT PTIE TKP TACKABLE PANELING M DETAIL ADD ADDENDUM DOUR DRAWER HVAC HEATING I VENTILATION LAIR PTIF FLAT PAINT TOC TOP OF CONCRETE WOOD-SOLID ADJ ADJUSTABLE/ADJACENT OONDTIONIN PTfHG HIGH GLOSS PAINT TOS Top OF SLAB RICK IN BECII-M DETAIL 1,0)- GRID LINE SHEET ADM ADMINISTRATION E EA KW HOT WATER PT/SG SEMIGLOSS PAINT TOW TOP OF WALL OF is AFC ABOVE FINISHED COUNTER EA EACH HWP HOT WATER PUMP PID PAPER TOWEL DISPENSER TPO TOUT PAPER DISPENSER HYD HYDRANT PARTff N 0 A ABOVE FINISHED FLOOR EF EACH FACE PTN TR ACCENT RAIL CONCRETE MASONRY U."' Roan Nate A G ABOVE FINISHED GRADE ED VERTICAL END GUARDS Pv PAVED TRTD TREATED ROOM N. SPOT ELEVATION SEAL MARKERS AFS ABOVEFINISHED SLAB END ELECTRIC HAND DRYER IC IRONING CABINET PVC POLYVINYL CHLORIDE TRZ INTERIOR POURED EPDXY RESIN PV BRICK AM ANCHOR EIFS EXTERIOR INSULATION AND FINISH �D SIDE DIAMETER G PAVING TERFAZO AHLI AIR HANDLING UNIT SYSTEM IN INCHES III TELEVISION EARTH N CHI SECTION AUNMT ALIGNMENT EJ EXPANSION JOINT INCL INCLUDE(D)INCLUDING 0 HEATTRANSFEA TYP TYPICAL DOOR No ELEVATION :L LEVATION INSUL INSULATE I INSULATION 0 RATE OF FLOW MARKERS ALT ALTERNATE IN GYPSUM I PLASTER. CUL-RED STONE ALUM A MINUM LEC ELECTRICAL INT INTERIOR OT QUARRY TILE U UNDERCUT ANOD ANODIZED ELEV ELEVATOR INV INVERT OTY QUANTITY UGND UNDERGROUND A➢C ACOUSTICAL PANEL CEILING EM ELECTROMAGNETICITS INTERrEK TESTING SERVICES I OX APPROXIMATELY EM EXPANDEDM AL QZF 0 All FLORING U UNDERWRITERS 1ABORATORY STEEL IOR COMPOSITE PANEL TAFFQZR QUARTZ RESIN U FIN UNFINISHED WINDOW TYPE 1' CEILINGTAG E APPVD APPROVED EMER EMERGENCY AOX JUNCTION BOX 027 QUARTZ TILE UNIO UNLESS NOTED OTHERWISE E U AP APARTMENT ENCL N LOSEDIENCLOSURE JAN CLO JANITORS CLOSET IT URINAL NO no PEAGRAWEL ARCH ARCHfTECTfUR4L) A RISER WOOD NGR ENGINEER is JANITORS SINK i - ,-""- WALL REVISION No. AS ASPHALT A RADIUS v VOLT TYPE N .......... EMIR ENTRANCE ASTM AMERICAN SOCIETY FOR TESTING EOS, EDGE OF SLAB KIT KITCHEN RA RETURNAIR VA VACUUM —ME WOOD SHIM MATERIALS EPB ELECTRIC PANEL BOARD AS RUBBER BASEVB VINYL BASE ATC ACOUSTKALTILECEIUNG ED EQUAL(LY) L ANGLE AS RUBBER BASE VCT VINYL COMPOSITION TILE AUTO AUTOMATIC EQUIP EQUIPMENT L LITER RCP REFLECTED CEILING PLAN VENT VENTILATE <�- �.> SPECIALTY REVISION CLOUD AVG, AVERAGE ER POURED EPDXY LAB LABORATORY R ROOF DRAIN VERT VERTICAL EOUIPMENTI All WALL-M WED SOUND ABSORPTION ERF POURED EPDXY FLOORING LAM LAMINATE(D)' AEC RECESSED VEST VESTIBULE FURNITURE TAG PANEL ESCAL ESCALATOR AN LAVATORY RECPl RECEPTACLE VIF VERIFYI FIELD AWT ACOUSTIC WALL TREATMENT E ESTIMATE POUNDS) VNR VENEER SCOPE NOTE LB(S) REF REFERENCE EW EACH WAY LC VOL VOLUME LINEN CLOSET REF REFRIGERATOR so BOARD Ewc ELECTRICWATER COOLER Ur L ;v DRL NEAR FOOT(FEET) REFL REFLECTED VP VACUUM PUMP OITUM BITUMINOUS EXF EXTERIOR FINISH LH LEFT MAN REG REGISTER VP VANISHINKIPOINT BL BASELINE EM EXHAUST U UNIARY RE04F REINFORMO) VP VAPOR PRESSURE ArchiteclsP(, CENTERLINE BL BLACK EXIST EXISTING LINO UNOLEU I RED REQUIRED V VENEER PLASTER 1= BUILDING EXP EXPANSION {KIT LOCKER RESIL RESILIENT V C VENEER PLASTIC CEILINGISOFFIT BM BEAM EXT EXTERIOR LNO LINOLEUM VR VAPORRETARDER REST RESTROOM L 905 Saut� Main so BLOWOFF LIPT ON POINT PET RETURN VAR VINYL(ACROVYN)RAIL �I FLOW ARROW 'u�P vs VENT STACK Build'ina P.S IT,201 SOT BOTTOM FA FIRE ALARM LT LIGHT CK REV REMSEIREVISION L SR BEDROOM FAB FABRIC LTF WOUEUM TILE FLOORING A RESILIENT FLOORING vs VOLUMETRIC SWITCH SR BEARING NIA 02048 FAI FRESH AIR INTAKE LIMIT UGHTWEJ HT RFG ROOFING VS SHEETVINYL ............................................................... .......... ............. ............. ..................................................... SS BOTHSIDES FBRK FIREBRICK LVR LOUVER AN FIGHT HAND VT SOLIDVINYLTILE SENT BASEMENT FCP PREFABRICATED FABRIC CIELUNG PANEL AM ROOM VTR VENT THRU ROCIF ............ .............................. ........... .......... --------- ................................ .............. .............. 781-33 1-8,541 STAIN 8 TWEFN RD ROUGH OPENING FrU FAN COIL UNIT METER VTs WNYLTRANSITIONSTRIP vvvow-do larchiiecls.com I.BUR :UILTUPRO RING FD FLOOR DRAIN MACHINE VAC VINYL WALLCOVERING TYPICAL MOUNTING HEIGHTS (ANSI) ROW RIGHT 0 ......................... .......... .............-..................... ............. .......... ........................................ .............. BY, GIN WAYS FDTN FOUNDATION MAT WALK-OFF MAT RR RAILROAD CrFUMNS BANK FE FIRE EXTINGUISHER MAIL MATERIAL AIR ROLLROOFING W WIDE COntatl: I C CELSIUS FEC TIRE EXTINGUISHER CABINET MAX MA MUM AS RAPID START W WEST 100 Sockanowat Cm Road C CHANNEL F F5L FINISH FLOOR ELEVATION me MACHINE As ROUGH SAWN WiW WALL TO WALL Cranston'RI 02920 C Toe CENTER TO CENTER FGL FIBERGLASS ME, MAIL BOX AS RUBBER SHEET W, IN CAB CkBINE FH F MlXNG6QX RSF RUBBER SHEET FLOORING F:REH E MB MID WASHER 0 DRYER TOILET PAP -.aUET PAPER URINAL FLUSH MOP S NK MOPANDIEROOM LFILITYSHEUF ELECTRIC ELECTRIC DISPENSER DISPENSER VALVE BASIN HOLDER MEP E.I— WATER COOLER WATER COOLER 9 C CEMENT FIN RE HOSE CABINET PAM MOPIBROOM HOUDE W,0 W THOUT R AS REINFORCING STEEL (ACCESS! C CEMENT FIN F kqqEDj Mc MEDICINE CABINET AT RIGHT W3 WOOD BASE ............ ................. ............- ......................................... ................................................................. ................................................ SYSKAH NESSYGROUP C�a 0A\AD ELLOWTZ F:o� WC WATER CLOSET VERTfCAL GRAB BAR 2067 MASSACHUSETTS AVE,STH FLOOR 0 M PAS CEMENT PLASTER(STUCCO) ;:N FUR 0 FLOOR MC ACOUSTIC LAY-IN METAL CEILING PADS RTF RU ERTLEFLOORING V-T 3'-V MIN. GEER CERAMIC N FUR FINISH H F L to MECHANICAL FITS RUBBER TRANSITION STRIP WC. WALLC NO 3.4' CAMBRIDGE,MA 02140 T-V MINyam PHONE,07-BB24749 GO CORNER GUARD F[XT FIXTURE MECH MECHANICAL AND REDWOOD W.) CH RWL RAINWATERLEADER GRAB CH CHILLER FLASH FLASH('NG) NED MEDIUM WON �WZGOWD HAND RAIL COAT HOOK FUR FLOOR M Zz MEZZANINE kIIom WOODWALLMWLDINGB CH D CHALKBOARD FLASK FLOOR SOUK MFR MANUFACTUREIR) S SOUTH WDP WOOD PANELING rH A CHAMFER FLUOR FLUORESCENT MN RANH SAN SANTARY WOR WOOD CHAIR CRASH.OR HAND RAIL IT a CAST FM FACTORY MILITUAL PAIN MINIMUM SO SOLID CORE WDS ATIALIETICIACounc ISOLATED WOW CIP FLOORING FOC FACE OF CONCRETE MAN MIRROR CAST IN PLACE SCHED SCHEDULE WDSH WOOD SHELVING ci CONTROLJOIN7 FOF FACE OF FIN MISC MISCELLANEOUS SCAN SCREE ISM CENTERLINE WEIT IN ILEORPARQUETFLOORING ....................................C FOM FACE OF MASONRY MKR 8 MARKER BOARD SCT STRUCTURAL CLAY TILE t ............. 8 C D CLOTHES DRYER FOS FACE OF STUD I4DG MOULDING SO SOAPOISPENSER WDV IN VENEER 0 CLG CEILING FOW FACE OF WALL m MIWMETE SECT SECTION WOW WINDOW C G HT CEILINGHEIGHT FP FIREPROOF W7 WIDE FLANGE MO MASONRY OPENING SF SQUARE FEET CUL CONTRACT LIMIT LINE FPL FIREPLACE MR MOISTURE RESISTANT SOL SINGLE WGI. WIREDGLASS - Cl0 CLOSET FR FRANE ms MOP SINK WH WALL HUNG SINGUEHUNG C CLEAR FRG F MOP SERVICE BASIN Wl WROUGHT IRON BER REINFORCED GYPSUM MEE, SHIA SHOWER C U CONCRETE MASONRY UNIT FRP I FIBERGLASS REINFORCED PLASTIC MT MOUNTED W SHOWER HEAD WATERPROF$MR HD C IF COUNTER FAT FIRE RETARDANT TREATED MT METAL IN WORKING POINT SHT TSHT ROSEHOOK TOWEL BAR JYP.) PERSONAL SOAP DISPENSER COMBINATION PAPER TOILETSEAT PAPER TOWEL PAPER TOWEL C CARSONMONOXIDE Isp FIRE STAND PIPE MI5 METAL TRANSITION STRIP SHTHG SHEATHING WPM WATERPROOF MEMBRANE EMERGENCY TOWEL DISPENSER W/ COVER DISPENSER DISPENSER W1 DISPENSER LO CASED OPENING PSTNR FASTENER MULL MULLION Sim SIMILAR W.R WEATHER RESISTANT FULL SWITCH S,') WASTE RECEPTACLE RECESSED) ............... �!�STE RECEPTACLE- ........................... ............... ............. ...............- .......... ................ ............ COCERTIFICATE OF OCCUPANCY FTG MVBL MOVABLE SL SEA LEVEL WR WIRE E PROJECT TITLE FOOTING SANITARY NAPKIN GO CLEANOUT FUR FURRING MW MICROWAVE S SPOTLIGHT WRP WATER RECEPTACLE WT W GMT CO COMPANYFLAT F S SLIDING GO CUTOUT FWC FAUSTRUICWAL COVER A NORTH WWF WELDED WIRE FABRIC END SANITARY NAPKIN DISPENSER COL COLUMN FWP NONACCUSTICSTRETCHE FABRIC NA NOT AVAILA /APPLICABLE F SNDU SANITARY NAPKIN DISPOSAL IT CITIZENS BANK COMB COMBINATION PANEL WALL INSTALATION NAT NATURAL SPC SUSPENDED PLASTER CEILING XPS EXTRUDED POLYSTYRENE ,U., BRANCH OFFICE C NO CONCRETE NATIONAL FIRE PROTECTION NFPA SPEC SPE FYISPECIFICATICN CO CFUR SEALED CONCRETE FLOOR G GROUND ASSOC TtON YD YARD SPH SOLID PHENOLIC POLYMER MIFSPAJ NIC Z? HYANNIS CON CONSTRUCTION GA GAGE NOT IN CONTRACT sm SPEAKER • GAw GALVANIZE 9, NO NUMBER CONT CONTINUE SPR SCUD 7 CONS CONTROLLER GB GWBAR "A MGM MAL so SQUARPOLYMER RESIN(3FORM)E ............ CON CONVERT GC GENERA CONTRACTOR Mrs NOT TO SCALE .......... 6 .... ....... ............ SON SQUARE INCH(ES) 411 BARNSTABLE RD,HYANNIS,MA CORR C0RRJD0R!COFRUrATED WISP GARBAGE DISPOSAL SEA SOUD SURFACE POLYMER(CORIAN) CPT CARPET GEN GENERAL CA OVERALL SSPR POLYMER CA CLOSET ROD OFP GFRP OR GFRG FREESTANDING PANEL aONCENTER EST STAINLESSSOLID STEE(COMAN)RUB RAIL L 'Citizens BankL, R CONTROL RELAY GF G GLASS FIBER REINFORCED GYPSUM GO OUTSIDE DIAMETER $SIR STAINLESS STEEL FILE RAIL CR CONTROL ROOM GFRP GLASS FIBER REINFORCED POLYMER OF OUTSIDE FACE ST SINGLE THROW PROJECT No: 20I8082 GL /Cl R CRASH RAIL GLASSIGLAZI OF OMER FURNISHED:CONTRACTOR Si STAIRS CLOSET ROD C AND SHELF S CAST STONE G BLK GLASS BLOCK INSTALLED ST STREET C DRAWING TITLE: S CONTROL SWITCH G GLASS MOSIAC TILE OFF OFFICE LT SANITARY NAPKIN BABY CHANGING ELEVATOR WALL SWITCH THERMOSTAT FIRE ALARM FIRE EXTINGUISHER VISUAL SIGNAL STROBEUNEN CLOSET ADA CLOSET C ST STAIN STATION SWK CASEWORK GLZ G NO OF OPPOSITE RAND STA STATION DISPENSER CALL BUTTON PULLSOX CABINET SHELVING ROD AND SHELF CT GLZ CMU GLAZED C MASONRY UNIT OP4G OPENING RECESSED NOTES CERAMIC TILE BID STANDARD Cls CERAMIC TILE BASE G GALLONS PER MINUTE OP STIF STIFFENER CIA CENTER G GROSS 02 OUNCE STD STONE ABBREVIATIONS & a U COPPER G UN GRADE LINE OPPOSITE C C STOR STORAGE FT CU CFOOT G GRANITE PAR PARALLEL LEGENDS 23 STRUCT STRUCTUREISTRUCTURAL Cu YD CUBIC YARD G GREASE TRAP PAR PARAPET CUBICLE CURTAIN GT OR TOM PAR PARTIAL U SUN SUSPENDEDUNIT HEATER t t SCALE: As Inchcatod SUS, SUSPENDED !E CW CASEMENTWINDOW GYP GYPSUM PEID PARTICLE BOARD CUB - CURT CURTAIN GT GROUT PAT PATTERN S RF SURFACE m SVP VINYLSOUDPAXEL(ACROVYN) b CW ;;r GYP BD GYPSUM BOARD FOG PRFCASTOO CONCRETE CHEMICAL WASTE LINE Sw SWITCH CW CLOC SE PED PEDESTAL SYMM SYMMETRICAL PERF PERFORATED H H . ......... INFO-1 Ow COLD WATER PIPING PERIM PERIMETER SYNTH SYNTHETIC .......... .................- ................. HC HOULON ORE SYS SYSTEM PERP PERPENDICULAR D DEEP HCp HANDICAPPED DBL DOUBLE NO HEAVY DUTY PL PROPERTY LINE OUTLET Issue for Permit ...................... ......................................... ................- ............... ............. ......................................................................................................................... ............- ............................................. ........... ....................... ................... ........... ................. . ................ ......... ....... - -------- .......... ISSUE DATE: 2/27/17 NO. DATE REVISION CONSTRUCTION NOTES 12'-0' L 10'-9 1/2' L IS-3 1 2• 9-9' 1 9'-0' 1 PATCH/PAINT PERIMETER GYPSUM WALL CONDITIONS AT LOCATIONS OF PRIOR PARTITIONS.COLUMN 3 3 ENCLOSURE,AND ALL CORE WALLS.TYPICAL. AJ117 AA17 2 PROVIDE AND COORDINATE ALL FIRE RETARDANT WALL BLOCKING AT FURNITURE,AUDIO VISUAL AND ___-_----_--_- MILLWORK LOCATIONS,O.C.TO COORDINATE WITH FURNITURE.AUDIO VISUAL AND MILLWORK DETAILS. ' \ MARKETING 3 PROVIDEDOUBLE STUDS AT ALL DOOR OPENING.. SpgEO Aq r' PROVIDE FRAMING AS REQUIRED AROUND HVAC AND PLUMBING EQUIPMENT THAT INTERRUPT WALL /k/ry \ _- -_ PORTIONS AND SECURE TO UNDERSIDE OF SLAB ABOVE. LOUNGE 5 6dPC SHALL INCLUDE FOR ALL PLUMBING.6C/PC SHALL VERIFY PRIOR TO BID 8 - K X 1 "' 3 t07 I INCLUDE PRICING FOR A COMPLETE PLUMBING SUPPLY AND DRAIN SYSTEM WEATHER IT IS GRAVITY 5 M l DRAIN OR EJECTOR PUMP,INCLUDING ALL ELECTRICAL REQUIRED TO INSTALL THE COMPLETE 6 POSTER LOCATION SYSTEM.COORDINATION OF ALL TRADES SHALL INCLUDE ANY MIBC.ITEMS REQUIRED FOR THE ITT l•'m• 1 - 'PROPOSED DESIGN.GCIPC SHALL PROVIDE REQUIRED ENGINEERED DOCUMENTS AND SUBMIT TO Af OF f•1 __ - DESK _ jl 1 OFFICE - AUTHORITIES AS REQUIRED FOR PERMITTING. -- MORTGAGE I 8 -11 AND REPAIR DAMAGED EXISTING AND/OR NEW TO MATCH EXISTING ADJACENT SURFACES. _- 110 03 : PROPERLY PREPARE EXISTING SURFACE TO RECEIVE NEW FINISH BY FURR/OUT OR LAMINATE W/5W SEAL _ OFFICE gM, GWB WHERE REQUIRED BY FIELD CONDITIONS. IF CEILING HEIGHT IS RAISED,BRING WALL CONSTRUCTION AND FINISH TO NEW HEIGHT. .. II 'RECESSED DCN •� 1 4 SIM1 dSIM DESK e' 1 8 PARTITION SNAP LINE LAYOUT SHALL BE REVIEWED BY ARCHITECTS FIELD REPRESENTATIVE PRIOR TO IN WALL AA02 1 A817 —. COMMENCING CONSTRUCTION. HOTEL -- �3_ --- 70 N g g 119 9 REFER TO CONSTRUCTION PLAN FOR WALL TYPES. 2 2 I 10 FIRE EXTINGUISHER CABINETSMALL BE PER CONSTRUCTION PLANS. e 111 RECESSED DON I REPLA SHALL VERIFY EXISTING DOOR HARDWARE TO REMAIN ARE FUNCTIONING PROPERLY.REPAIR OR IN WALL .-. .-.�. -.-. AUGN J 112 " . ..... 1D2 e.Y,A T PROVIDE WATER UNED E AT KITCHENETTEDWARE FOR ASS SMOOTHSPECIFIED BY M G.FOR COOPERATION AND FFEE�MAKERS,CICE MACHINES, 30'sBB• d :_: 2 DESK y WATER FILTERS,FREEZERS ETC.REFER TO EQUIPMENT LIST AND POWER 8 COMMUNICATION PLANS - r HP LA \\ 113 I I ELEVATOR Y _ - FOR ADDITIONAL INFORMATION AND EQUIPMENT LOCATION. 13 REPAIR ALL EXISTING FLOORS WHERE REQUIRED.PROPERLY LEVEL AND PREPARE SUBSTRATE TO 117 I -�OFFICE - ROOM .:: {7 / \ --Mwa RECEIVE NEW FLOOR FINISH. SCORE GLASS/ I 1 S L2--C iF" 14 STUD LOCATIONS SHALL BE COORDINATED WITH MOUNTING DIMENSIONS AND ORIENTATION OF ALL c_ 1 DEVICES AS DESCRIBED ON TYPICAL MOUNTING DWG.INFOA AND POWER& O\__ I RECESSEDDCN L A 1 I 2 -q-B01 2 \ / {;"i''�'•{"AIR'�' COMMUNICATION PLANS,PROVIDE CROSS STUD AS REQUIRED TO ASSURE PROPER ALIGNMENT. i IN WALL 9_ __ __ ABOVE- ALIGN s FOR \\ / FT VA J -- 15 CROSS BRACE ALL DOOR FRAMESMEADERS B SECURE TO STRUCTURE ABOVE 2 \J 1 -- _ T8 ALL ACTNE ACCESS PANELS,SWRCHES,POWER 8 TELEPHONE OUTLETS SHALL BE REPUCED WITH NEW AND .......... BROUGHT OUT TO NEW FINISHED SURFACE PROVIDE NEW FINISH MATERIAL OVER ACCESS PANEL TO MATCH DF A801 -T 5 t ADJACENT FINISH. ,t y { ((��p(�'• _ ® i - 17 G.C.SHALL REPAIR ALL NEW 8 EXISTING HOLES OR PENETRATORS IN ALL FIRE RATED PARTITIONS ABOVE ADVISORY B AND BELOW CEILING TO MAINTAIN EXISTING FIRE RATING REQUIREMENT.NI.FJ. ! 30. 18 G.C.IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY DAMAGED EXISTING CONVECTOR > I / HP LAV. ° 'OS FEATURE WALL 1 ENTRY ENCLOSURES. 116 I I - FEATURE REPLACE MISSING GRILLS WHERE REQUIRED. `�"' / � :�:`iJt'I 1�Y1Fll3'::il l'41 I Puildinl B.su,le 201 BSCURE 114 i19 G.C.IS RESPONSIBLE FOR REPAIRING ALL EXISTING PERIMETER MULLIONS WHERE REQUIRED. 'tv..'}Rf� � w�.�2� 3 _ OFFICE z1< i \ / 114 4 e O - Ey(°1 20 REMOVE EXISTING WALL FINISHES AND REECTACLES AT PERIMETER COLUMNS.PATCH A REPAIR COLUMN __-- A- ENCLOSURES TO PROVIDE A CLEAN AND CONTINUOUS SURFACE FROM SLAB TO METAL DECK ABOVE. I I •I (YEV.l1""i31"l�i.T��t J RECESSED DCN A�o2 1 Y-7 1 8'-10#- 21 PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FBOSH FACE,UNLESS OTHERWIDE NOTED.MAINTAIN __ __ IN WALL DIMENSIONS MARKED THICKNESS OF FINISHES. - tJS'YV..r.Tlar,ntePeis.eatn ® __ ____ A08 �\ I Ownec 2 ENTRANCE HALL // \ 22 COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR CITIZENS BANK ___ cEluNGs. C.M a �l 105 .I r .� I - 1DDsodKan9a4eecl�a.Roae B'-Y 5'-0' 1 1 29 WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION,RELOCATE PANELS TO ALIGN WITH AND Cranston,RI 02820 ' FITWITHIN NEWCONSTRUCTION. 107 3 A-015 BREAK AREA 1 24 UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 5J8',UNLESS OTHERWIDE NOTED. 11rJ EP Enginmr. AE02 3 1 .-' ---------.-.-.-'-'-'-' '-'-'-'----ATM- _ 1 25 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF CONSTRUCTION. MSYSKAlEN1ESSYGROUP 115 108 \L' 1 O ATM- Confect DAVIDELLOWTR ® 104 I _ C-t MAS.SAID ELLO TS AYE,STH FLOOR ELEC. 1 \ \ \ ! rJ` SAFE \ PHONEIe 76824748° CONSTRUCTION PLAN KEY NOTES REF. - 119 ,\ 1 IINK I - o . b I WORKROOM I •`i.JI - Lai --. •..-.-.... 3 ! n ----- I 104 4+++ i C1 PROVIDE BLOCKING IN PARTITION FOR MOUNTING OF EQUIP..FURNITURE,MILLWORK,ETC.FOR TV/DISPLAY �'•, ) ,� I MOUNTING COORDINATE WITH ANY DRAWING. UTll.fflES/ TELLER AREA AN.CLOS. 10B RACK I C2 REFER TO M.E.P.DRAWINGS FOR ADDITIONAL'INFORMATION. 107F I 1 PROVIDE \a I - \ 105 NOD I j I i ® REPAIR,PATCH AND LEVEL FLOOR AS REQUIRED THROUGHOUT AREA OF WORK PRIOR TO INSTALLING ANY FLOOR FINISHES. FR 1 4'DIA.CONCRETE I 1 DROP. FRIED STI.,BOLLMRD - .-.�.�.-.-.-.-......--...-.-.-.-.-...-.-. I _ 1 , CONSTRUCTION LEGEND TITLE _ CT _ 22'11' 22'-21 2 PROJECT 5 2 1 2' • - ( .. NOT IN CONTRACT ® ROOM TAG NAME CITIZENS BANK EXISTING PARTITION TO 101 DOOR NUMBER-SEE DOOR SCHEDULE REMAIN BRANCH OFFICE NEW 1 ® KEYNOTE HYANNIS . I �& PARTITION TION- . 1 PROPOSED GROUND FLOOR PLAN . FEC FIRE EXTINGUISHER CABINET:LARSONS MANUFACTURING CO., - 1/4"=1'-0' -E99, NEWMIRTT'MODUTAR SEMI-RECESSED 21/2".S S VERTICAL DUP DOOR,#240"R PARTInONWALL(PRO.DEDA -R.O.DIM.:2s•K/012-K 4• 411 BARNSTABLE RD,HYANNIS,MA O INSTALLED BY BANK PSTUDS FOR UIRED CAB DEPTH WHERE DOUBLED REQNECESSARY.LOCATETOP E CAB 48'AEST LOCATED CABINET MOUNTED FE I®TM VESTIBLE AS PER FD CnNEW MILLWORK ( ) �0�`eri l ®9s aI �`�r.° FE 10 LB. ULRE LTI•PURPOSE CLASS A,B,CR:LARSON'S UTYPE FIRE EXTINGUISHER FACTURING CO., PROJECT No: 2018082 MODEL MP 10 PROVIDE STANDARD BRACKET OW®BREAKROOMS DRAWING TITLE: 1 \1 NEW DOOR (LOCATED FE AS PER FD REQUIREMENTS) PROPOSED L-__--- __--_____--J GROUND FLOOR EXISTING DOOR .PLAN / \1 TO REMAIN LINEABOVE SCALE As Ntlicatad (CEILING,SOFFIT, MILLWORK ETC.) WALLTYPE A-101 i Issue for Perin@ ISSUE DATE: 2/27117 NO. DATE REVISION CONSTRUCTION NOTES 1 PATCH/PAINT PERIMETER GYPSUM WALL CONDITIONS AT LOCATIONS OF PRIOR PARTITIONS.COLUMN ENCLOSURE,AND ALL CORE WALLS,TYPICAL 2 PROVIDE AND COORDINATE ALL FIRE RETARDANT WALL BLOCKING AT FURNITURE,AUDIO VISUAL AND MILLWORK LOCATIONS,G.C.TO COORDINATE WITH FURNITURE,AUDIO VISUAL AND MILLWORK DETAILS. 3 PROVIDE DOUBLE STUDS AT ALL DOOR OPENING. 14y1EDAr / 19'-2 1/2' 3_g• J2'-1' 4 PROVIDE AND ISECU REQUIRED UNDERSIDE O SLAB AND PLUMBING EQUIPMENT THAT INTERRUPT WALL Q'�' �• '� ?, ' PORTIONS AND SECURE TO UNDERSIDE OF BLAB ABOVE. o s \ \ \\ \� ❑ 6 OGPC SHALL INCLUDE FOR ALL PLUMBING,INGPC SHALL VERIFY PRIOR TO BID 6 K 5 TER PRICING FOR A COMPLETE PLUMBING SUPPLY AND DRAIN SYSTEM WEATHER IT Is GRAVITY M. 5 MEMO- S'%6'WORK s'%e'WORK 5'%e'WORK S'%8'WORK DRAIN OR EJECTOR PUMP,INCLUDING ALL ELECTRICAL REQUIRED TO INSTALL THE COMPLETE ADAISIA9E STATION STATION STATION STATION ❑ SYSTEM.COORDINATION OF ALL TRADES SHALL INCLUDE ANY ERE ITEMS REQUIRED FOR THE 7H OF Ma 9ELNNG PROPOSERSDESIGN.RE UIRE SHALL PROVIDE REQUIRED ENGINEERED DOCUMENTS AND SUBMIT TO AUTHORITIES AS REPAIR REQUIRED FOR PER(STING TING. El! 8 PATCH AND REPAIR EXISTING EXISTING AND/OR NEW TO MATCH EXISTING FU ADJACENT SURFACES. 3 BREAK AREA PROPERLY PREPARE EXISTING D CONDITIONS. IO RECEIVE NEW FINISH BY FURRNUT OR LAMINATE W/SR' SEAL $TOR, I � � � � GWB WHERE REQUIRED BY FIELD CONDITIONS. — 211 CLOB. I WAITING AREA 7 IF COUNG HEIGHT IS RAISED,BRING WALL CONSTRUCTION AND FINISH TO NEW HEIGHT. - -—�'� 212 I 201 8 PARTITION SNAP LINE LAYOUT SHALL BE REVIEWED BY ARCHITECTS FIELD REPRESENTATIVE PRIOR TO \ I 0.0gT G.C.TO COORDINATE OPENWORKAREA COMMENCING CONSTRUCTION.' REF. I SHELF d POLE NITH FURN.VENDOR 20$ B REFER TO CONSTRUCTION PLAN FOR WALL TYPES. - ® )i 10 FIRE EXTINGUISHER CABINETSFWLL BE PER CONSTRUCTION PLANS. SCURE i G.C.SHALL VERIFY EXISTING GLASS it REPLACE DAMAGED HARDWARE OFOR SMOOTHPERATION AND HANDICAP(COMPLIANCE. REPAIR OR HP LAY. 12 PROVIDE WATER LINE AT KITCHENETTE AS SPECIFIED BY MPG.FOR COFFEE MAKERS,ICE MACHINES, 213 / s'-S 1/2' IX-111/2- 2'-10' EI "` WATER FILTERS.FREEZERS ETC.REFER TO EQUIPMENT UST AND POWER d COMMUNICATION PLANS FOR ADDITIONAL INFORMATION AND EQUIPMENT LOCATION. , v 13 REPAIR ALL EXISTING FLOORS WHERE REQUIRED.PROPERLY LEVEL AND PREPARE SUBSTRATE TO RECEIVE NEW FLOOR FINISH. PROVIDE _ _ PAINTED } { /4 STUD LOCATIONS SHALL BE COORDINATED WITH MOUNTING DIMENSIONS AND ORIENTATION OF ALL OF PLYYAX%l — —.—,� t F DEVICES AS DESCRIBED ON TYPICAL MOUNTING DWG.INFOA AND POWER& t} COMMUNICATION PLANS,PROVIDE CROSS STUD AS REQUIRED TO ASSURE PROPER ALONMENT IDF CLOS. 2oT 7 4 e EX08 'Z00_ .......... 15 CROSS BRACE ALL DOOR FRAMESh7EADERS 8 SECURE TO STRUCTURE ABOVE ' 21O A7 •m 18 ALL ACTIVE ACCESS PANELS.SWITCHES,POWER&TELEPHONE OUTLETS SHALL BE REPLACED WITH NEW AND BROUGHT OUT TO NEW FINISHED SURFACE PROVIDE NEW FINISH MATERIAL OVER ACCESS PANEL TO MATCH / HP LAY. �� _ RACK I V_II VV I� '.: D R ADJACENT FINISH. - `} /�-v, 214 COPYIINAII ROOM a I �-+ "i t G.C. REPAIR ALL NEW 6 EXISTING HOLES OR PENETRATIONS IN ALL FIRE RATED PARTRONS ABOVE '1 I L,�.7�`-'7 SHALL Arc' T CY "':'I: ....VTXS-S'WORK 1 AND BELOW CEILING TO MAINTAIN EXISTING FIRE RATING REQUIREMENT.(VII.F:). / 21t j 1 209 a-7 ❑ sTAnoN OBSCURE / I I I� III IIIVVV 18 G.C.IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY OMNGED EXISTING CONVECTOR `CA.ASS ( ' AAO2 ENCLOSURES , ❑ j REP LACE MISSING GRILLS WHERE REQUIRED. LJC�Lif"t 7�:181f _i(fE'OI OPEN WORK AREA O I� IX07 I t1 79G.C.IS RESPONSIBLE FOR REPAIRING ALL EXISTING PERIMETER MULLIONS WHERE REQUIRED. FUIG:l�liTfj�..?I.EEifi�Q7 — 2-3 1 UTansi (I;,E t z Ct1C3<t3 — —'—— /2' II (�I�I I�L-I ' E 20 REMOVEE)aENCLOSURES O PROM E AFIN CLEAN ND AND CONTACUES INUOUS SURFACE PERIMETER R M SLAB T METAL ECKREPA B COLUMN ENCLOSURES TO PROVIDE A CLEAN AND CONTINUOUS SURFACE FROM SLAB TO METAL DECK ABOVE. 31 A-fiot OFFICE ..OFFICE 1 21 PARTITIONS ARE DIMENSIONED FROM FINISH FAKE TO FINISH FACE,UNLESS OTHERWIDE NOTED.MAINTAIN P.LAN.WORK SURFACE IG ,N v Wt:.,:rlEtrc"rti(Lae.Li.c:om 1 1 1 I I FINISHES. I 206 I I I® 201 I I ZD3 j DIMENSIONS MARKED"CLEAN'.ALLOWFOR THICKNESS OF I 1 I I _ 22 COORDINATE AND PROVIDE BLOCKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS OR Onner VX6'WORK CEILINGS. crnZEMS BANK STATION STATION I C..t t: 23 1 I 1_. •I I- - --I __ _ _I FITEWTTH NINEW CON ETRUCTIONLS CONFLICT100 Sxkenosm#Gone Radio RE T WITH CONSTRUCTION,RELOCATE PANELS TO ALIGN WITH AND Canton,RI 02920 , ` 24 UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY SM".UNLESS OTHERWIDE NOTED. 'MEP 23 CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELDD PRIOR START OF CONSTRUCTION. Engineer. SY9M NNE MENME93Y GROUP - e 5'%6'WORK 5.1.WORK O10 Contact DAVID ELLOWITZ TION . STATION STA 2067 MASSACHUSETTS AVE.STH FLOOR CONSTRUCTION PLAN KEY NOTES CAMBRIDGE.MA 02i40 PHONE:817A824749 OFFICE i i I I i iOFFICE 1 205 / a (-D I 204 I \J 1 1 I v _ Ct .- F N I PLAY O PROVIDE BLOCKING N IN E PARTITION FOR MOUNTING OF EQUIP.FURNITUR MILLWORK ETC. OR A)S- O LOC G ON E, RK MOUNTING COORDINATE WITH ANY DRAWING. I 5'%6'WORK S'XB'WORK � � _ __� STATION STATION I�__ _ _� •1 C2 REFER TO M.E.P.DRAWINGS FOR ADDITIONAL INFORMATION. G.C.TO COORDINATE ® INSTALLINGREPAIR,PATCH AND LEVEL FLOOR AS REQUIRED THROUGHOUT AREA OF WORK PRIOR TO INSTALLING ANY _ Mnl FURN.VENDOR FLOOR FINISHES. CONSTRUCTION LEGEND' 6'-7' S'-o" T S'-0't- IN-41/2' r 23'-11'+- IS-0 1/2- PROJECT TITLE NOT IN CONTRACT XXX XX ROOM T�ROOM AG E l °" SOWING PARTITION TO 101 DOOR NUMBER-SEE DOOR SCHEDULE CITIZENS BANK REMAIN BRANCH OFFICE ®NEW PARTITION-SEE KEYNOTE HYANNIS PARTITION TYPES FEC FIRE EXTINGUISHER CABINET:LARSONS MANUFACTURING CO., PROPOSED SECOND FLOOR FLAN NEW DIRIT MODU AR SEMI-RECESSED 2I/r,S.S.,VERTICAL DUP DOOR,024096R t t/4••=1'-0'• PARTmON WALL(PROVIDED 6 -R.0.DIM.:25•x101Q"x4' 411 BARNSTABLE RD,HYANNIS,MA INSTALLED BY BANK) DOUBLE UP STUDS FOR REQUIRED CAB DEPTH WHERE NECESSARY.LOCATE TOP OF CAB @ 4r A.F.F. NEW MILLWORK Citizens (LOCATED CABINET MOUNTED FE IN ATM VESTIBLE AS PER FD) FE FIRE EXTINGUISHER:LARSON'S MANUFACTURING CO., PROJECTNo: 2016062 10 Le.MULTIPURPOSE CLASS A.B.C.TYPE FIRE EXTINGUISHER MODEL MP 10 1 ^ PROVIDE STANDARD BRACKET 0546®BREAKROOMS DRAWINGTITLE: ` \1 NEWER (LOCATED FE AS PER FD REOUIREMENTS) PROPOSED 2ND FLOOR TO REMAIN/ EXISTING PLAN\\I TO RE LINE ABOVE SCALE, A.I.1fi-b O (CEILING,SOFFIT, MILLWORK,ETC.). WALL TYPE A—1 02 1 Issue for PermR ISSUE DATE: 1128/17 I. III NO. DATE REVISION CEILING NOTES + GENERAL AMBIENT LIGHTING TO BE(4OD•000 LUX)AT THE MAIN TASK SURFACE.HIGHER LEVELS TO BE - • EXPECTED WHERE UNDER CABINET TASL LIGHTING HAS BEEN PROVIDED. 2 COORDINATE WITH ARCHITECTURAL CEILING GRID TYPE PROVIDED GRID ON ALL(4)SIDES OF FIXTURE BODY. 3 COORDINATE FIXTURE HOUSING SUPPORT METHODS OR SEISMIC REQUIREMENTS WITH LOCAL COS , REQUIREMENTS. ' MOUNT BOTH P-10 FIXTURES - , 07'-0'AFF r--"----- '- q DESIGN SUSPENDED CEILING FORCE F OSLO MS TO RESIST OTERAL 960E THE WEIGHT OF THE B'HIGH OPEN SLAT CLNG .. __ ___ _ CEILING ASSEMBLY AND F EO DETEDS RMINE THE SYSTEM.USE MINIMUM CEILING IF (U�S O9'-5'TYP.) -- I -- - -- I 1 WEIGH OF POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE. - 0 24,• �r K I 10 O.C.TIP.PROMOE ,p.R/ -- IO FlN191 TYPE l-1' FAKE BEAM W/ 5 WHERE CEILING LOADS DO NOT EXCEED 5 POUNS SQUARE FOOT AND WHERE PARTITIONS ARE NOT M. O R1 - ----R,O H10-L____RIO 0 L-1 FINISH j - _- _ _ --_ _ CONNECTED TO THE CEILING SYSTEM.THE FOLLOWING BRACING METHODS MAY BE EMPLOYED. 9 r •: + �� OR7 • Rt00 �`.__._ ` ` it i APROVIDE LATERAL SUPPORTS BV FOUR WIRE90F MINIMUM NO.I2 GUAGE SLAVED IN FOUR I -- • EXIST.CLO • r� DIRECTIONS. a P ORt AC R700 ` rD REK" r1 90 DEGREES APART,AND CONNECTED TO THE MAIN RUNNER WITHIN 2'OF THE CROSS RUNNER AND TO OG r r - 1•� r 1• OR1 V - R100 0-- --- ---- - - - -_ THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING r r __1_._a__ f7. LATERAL __---- _I-_-_ - - GRt R070' '':RIB R100 - 2 3= Ag-0 •�) POINTPROVIDWITHIN P FROM EACH SUPPORT POINTS I2 FEET ON CENTER IN EACH DIRECTION.WITH THE FIRST �L r - - 1' )))-- ', O R7 Rf 0 O B.ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM.ATTACH MAIN RUNNERS AND CROSS RUNNERSAT _ AC7.1 -� •D - L1• ' -----__ _ TWO ADJACENT WALLS:MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER •DL Lt• i - n fe-07 ''T i'-01 _•_ P_10A OL .I.,_ _ ___ __ II TWO WALLS. ,. -...: FJ1 - , V ,, _ -- - 1 E R SUPPORT IRE IN ODE ADDITION, LY r r t0A• P-, _ %r11r - C ENDS OF RUNNERS WITHIN 0'OF ISCONTINUITIES SUCH AS MAY OCCUR WHERE THE ING S I •p L1• LLt DL4 _. 'I /., • __. _ , INTERRUPTED BY WALL. . D SUPPORT LIGHT FIXTURES AND AIR SERS DIRECTLY TO THE STRUCTURE ABOVE SU rn '' e DIFFU FIT r b _ _ _ a HVAC-OCIHVACC SHALL INCLUDE ALL HAVAC SERICES.GC/HVACC SHALL BE RESPONSIBLE FOR VISITING p - rj THE STrE PRIOR TO BID&PROVIDE ALL REQUIRED UPGRADES TO TYHE EXISTING SYSTEM IN ORDER TO ^_ f-1 r L7• •DL Lf• MEET ==^I'-` THE CLIENTS DESIGN.IN AREAS OF GENERAL CONSTRUCTION GCAIVACC SHALL ADJUST SUPPLY&RETURN L _ 1•P t• AL7,7 • �� DIFFUSERS ACCORDINGLY TO ALLOW FOR NEW LIGHTING&CFJOLING LAYOUT.COORDINATIONOF ALL r REQUIRED FOR THE PROPOSED DESIGN.QUIRE F SMALL TRADES SHALL INCLUDE ANY MISC.ITEMS EQ r LLf DLh P OVIDE REQUIRED ENGINEERED DOCUMENTS AND SUBMIT TO AUTHORITIES AS REQUIRED FOR ACT•0 J' • PERMITTING. . ..', f� {1{1 !9•-0', I _ _ _ - - - --- 1 I 7 FIRE ALARM-GC/FAC SHALL INCLUDE FIRE ALARM SYSTEM.GCIFAC SHALL VERIFY SMAOKE,HEAT,HORN, I { ' OLt DL7 DL, C' EA97:CLO $z� -1n STROBES,&PULLS ARE PROVIDED IN SPACE AS REQUIRED BY FEDERAL,STATE,&LOCAL CODE III i,• 1 ACTI _•_ p_10A --1v: (Y-0'J 7DREYAIN COORDINATION OF ALL TRADES SHALL INCLUDE ANY MISC.ITEMS REQUIRED FOR THE PROPOSED DESIGN. AUTHORITIESREQUIRED ' UP FORPERMITTING. DE REQUIRED ENGINEERED DOCUMENTS AND SUBMIT TO AU MO i r _____I• - EA$T CLO - GC/FAC SMALL PROVI AS D DL1• LLt pEL/j)1017 bj B SPRINIQ_ER GC/SC SHALL INCLUDE SPRINKLER SERVICES.GC/SC SHALL BE RESPONSIBLE FOR VISITING DRL- 4='1 ,^ ^ 7D REIrAlN - - THE SITE PRIOR TO BID AND PROVIDE ALL REQUIRED UPGRADES TO THE EXISTING SYSTEM IN ORDER TO r 1 MEET THE CLIENTS DESIGN.IN AREAS OF GENERAL CONSTRUCTION GC/SC SHALL ADJUST MAIN SUPPLY (I{ iII:E'�`.' _ _ LINES,BRANCH LINES,AND HEAD SWINGS ACCORDINGLY TO ALLOW FOR NEW LIGHTING AND CEILING Ili • GL1• r - LAYOUT.ALL HEADS SHALL BE CONCEALED COVER STYLE,UNLESS COODINATED WITH ARCHITECT OR ea. r r 2• A�J ��L 1 CLIENT IN CASE OF MATCHING EXISTING.COORDINATION OF ALL TRADES SHALL INCLUDE ANY MISC.ITEMS r ' Xyf ! 7 P�-------- - .-�:%:'..%.`.".'% REQUIRED FOR THE PROPOSED DESIGN.GCSC SMALL PROVIDE REQUIRED ENGINEERED DOCUMENTS AND •Lee __ -- .. .. 1 'ACTf I r' =t' ;1J' SUBMIT TO AUTHORIT ES AS REOUIRE°FOR PERMIrNO. 7L"::lt"!P1�E:I t tl'f.'.=') QA {I - • AC2 -_-it 7 .i .C.4. df[diTS1 j.5k.1P 20'1 LLt .. t t {? mL�r(aw7. DLt DL,• i Nlu ;f eld,IAA 420 w ` I 781 - " ACLI DLt s DLI DLt a-: OL7-. •DL, t . ____-____ 8-0 • P-IBA 1 -0 ��` vtivr.,.'IarCnl`.c:cts.eon3 t I Oh, •. OLh - - L7• CR�N9 BANKF --- •° b CEILING PLAN LEGEND IOOS 1 t OLb' c�enet�°n BRI 0292onae Road ACr-1 • _ 7,' Y O -.QM81 I QL1• "j _ FORaNTEAGWBCEIUNGON2-1? OPEN SLAT 94FFlE CEILING BY MEP EneiTl°°r: !9'-0') -- - C - - C .ro, • ED MT.6fU0 FRAMING•24'O.C. HWOODBRDOU UE AS AL BYSRA NDAVIDSY GROUP `______ _ ___ , i t'-+ l t p �II �I HIGH PROFILE- W/ Cone t DAVID ELLOWIR DLt D41 DL1 c A(.T-f PAINTED WOOD FINISH 2O67 MASSACHUSETTS AVE,STM FLOOR `<'c &. 2 8.:. 9'0' 4,.7�0/ _•If) L I r' - 2140 ® 3M•,SQUARE 9uTYR N,p1A 9619 WINGJAMNER TEAK CAMBRPHONE 817-MA 749 PHONE 017d024749 _ f� NCRCO.TOACAC'.33 yc WALL MOUNfEp UOMTb�fTG1. - ' r } -g, .gam !ap-0 f 2 �xp TYP l 7 1•I 1p�L I _ GRID ro BE PRIDJ.I L 1SI7B' l.J REFER TO MEP DR NANG. L j r ____ r >7 • {IL, _y3 8USPENSION SYSTEM COLOR:WHITE S p WAl1 MOIMTEO 11G1IT Sw1TCN r 11Gt - ACFf - �,-07 _ _ ACFa DMWING 4 C n 41 -- P 4 • • 4 ACT n • „ ® ONG CALLA WeSQUARE UV NN,X2020 3 .WALL MOUNTED 3 WAY LIGHT BLACK FINISH W/PRELUDE A. SWITCH.REFER TO MEP 1 O 1Yt8•DI BIACKflM9H DRAWING ACTT ' _ v ' A"l WITH DIMMER.R FER.TOO MEP • 5'' o o o s o $_ c 2'%2XV4'ACT ARMSTRONO. DRAWING -- -- - -- - - - -- -- -- -- -- - - - t t--= t I - ® ovnMq TEGULAR.XaxSG - .. COLOR:—rrE J� GRID ro 0E PRELUDE WIB- i •®. { '!O '® - - �' -F - SUSPENSION SYSTEM i COLOR:WNITE .� r 0'HIGH OPEN SLAT DAG SEQIRITT CAMERAS AS REDID ________________________________ _____________________i______�_______________.____r______! PROJECT TIRE 18(U ISd.C.TYi�PROVIOE_______________ FINISH TYPE'L-I' CITIZENS BANK LIGHT FIXTURE SCHEDULE BRANCH OFF ICE F PH WKUFA°nmER,MmE ocA°Ke HYANNIS a, Re�r:MMReomNwGNr �RTAMiW� „>vR„L ' ' �`s�•i:`�ow;wNr� ,r�smF nn.>ra�eoYO �ee wlm.� FLOOR REFLECTED CEILING PLAN N�KUE.��eRU ecoH RO —K a-- GROUND 411 BARNSTABLE RD,HYANNIS,MA t -- -- ---------�-----�-------------------------------------- I-- LEOFonuK"�e""° maFKa°N"K.0 oKP°w�eeFrewKo°eomo,cuNVFe, Citizens Bank� n NA�OURnw AiENLL°U m nLL .le°�OOW a�s'i8imewln wAL�-�K wI ®�roR°OV�O A PROJECT No: 2010082 . �lA_�: l�--.� � ® TUNS K Oeu:K OF Houee RYPI A[CE6SEDFLVp�E9CFNTm DrwwlNc TITLE: cam°mx,•ie - ---------------------------------------- PROPOSED GROUND ______. _______T� N.N°FatTUAER uT„oNuuoKnxo R,RiR FLOOR REFLECTED E1 E� CEILING PLAN -------------------------------.__-- ♦ WMIFACRIRFA'AIMO LKYRI,q GAWP tWO MA1EK8lID •LWHGE pmo R°UK°KE---.n FIX,MiE °°wwglrt COLOK:wwrelYµKJ _ Nu,uFAerur�R Awo uaKnKo oRouP uAm®Im OuwN°E SCALE: A9 Illoie°Leo . p RnNlOPECEbeEP FRTME FAG°u°T�LED ROtIKe OOwMK:HT . (mM Krt oNl»lwwN) A-201 �MMFE�N dW . Y,��D1�AY- K7YtrtR iEa W�rtINO �K�Pu p tYf-Y IAmTE ro+axr �onEovEKmtxT Issue for Permit wmne.YmK°KAY rroRo ISSUE DATE: 2/27117 NO. DATE REVISION CEILING NOTES I GENERAL AMBIENT UGHTING TO BE(400-600 LUX)AT THE MAIN TASK SURFACE HIGHER LEVELS TO BE EXPECTED WHERE UNDER CABINET TASL LIGHTING HAS BEEN PROVIDED. 2 COORDINATE WRIT ARCHITECTURAL CEILING GRID TYPE PROVIDED GRID ON ALL(4)SIDES OF FIXTURE BODY. --"---------"-------------------------------I I ------------------------------------- 3 COORDINATE FUTURE HOUSING SUPPORT METHODS OR SEISMIC REQUIREMENTS WITH LOCAL CODE r REQUIREMENTS. - I 4 DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL%OF THE WEIGHT OF THE CEIUNG ASSEMBLY AND ANY FORCE OF 20 LOADS TRIBUTARY TO THE SYSTEM.USE A MINIMUM CEILING '..t _ F 5 POUNDS PER SQUARE FOOT NE THE LATERAL FORCE ,- - -------- ___y ______i_______i _ _ __ _ _ _,.�. -_ WEIGH70 POU TTO DETERMINE nK i. S NNE THE CEILING SYSTEM.THE WING BRACING METHODS MAY BE EMPLOYED. T i , I , I M WHERE CEILING LOADS DO NOT EXCEED S PONNS SQUARE FOOT AND WHERE PARTITIONS ARE NO CONNECTED TO NG SYST FOLLOWING G ETHO A PROVIDE LATERAL SUPPORTS BY FOUR WIRES OF MINIMUM NO.12 GUAGE SLAVED IN FOUR �(0t _ r i n"llV T __ i ___ __ ___ • i ___ T -_7,I 1 1 7 �, ti i c_s:______________ 1 DIRECTIONS. -�n I 80 DEGREES APART,AND CONNECTED TO THE MAIN RUNNER WITHIN I OF THE CROSS RUNNER AND TO ' THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING SEAL 2 2 i I it ---- -- I 1 PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIRECTION.WITH THE FIRST c-� ' POINT WITHIN 4'FROM EACH WALL • • - I 1 - -. \ J -�; ' 1 B.ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM,ATTACH MAIN RUNNERS AND CROSS T THE I I I i J • �_._ ___ • ___J • y=_ . .._ =I==..,I' 1 ADJACENT WALLS:MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER 1 i ---TT -- TWO WA .T�-.a.,l6e ` __ ' ='I� •=d -y6=. .Ia.==lull TWO WALLS. .1 ACT-1 ---- - - -- i - '�f- C.PROVIDE VERTICAL SUPPORTS AS REQUIRED I N BUILDING CODES.IN ADDITION,VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN a-OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEIUNG IS INTERRUPTED BY A WALL ' D.SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY TO THE STRUCTURE ABOVE. - 1 A -/ f y e v S HVAC-GCMVACG SHALL INCLUDE ALL HAVAC SE0.10E5 GCANACC SHALL BE RESPONSIBLE FOR VISITING I 1 ACCE83 1 �, t ACT- '` r• THE SITE PRIOR TO BID S PROVIDE ALL REQUIRED UPGRADES TO TYHE EXISTING SYSTEM IN ORDER TO I I _______ I ��_ ' a==I�..=1 IL ll, i MEET THE CLIENTS DESIGN.G AREAS OF GENERAL CONSTRUCTION OLING LA SHALL ADJUST SUPPLY 8 RETURN _ - - DIFFUSERS ACCORDINGLY TO ALLOW FOR NEW LIGHTING BCEIOUNG LAYOUT.COORDINATIONOF ALL __ TRADES SHALL INCLUDE ANY MISC.ITEMS REQUIRED FOR THE PROPOSED DESIGN.GClHVACC SHALL I �+1 it ---------- I PROVIDE REQUIRED ENGINEERED DOCUMENTS AND SUBMIT TO AUTHORITIES AS REQUIRED FOR. 1 .� PERMITTING. -- J 1 • 1 _ 1 1 7 7 FIRE ALARM-GCIFAC SHALL INCLUDE FIRE ALARM SYSTEM.GGFAC SHALL VERIFY SMAOKE,HEAT,HORN, STROBES,&PULLS ARE PROVIDED IN SPACE AS REQUIRED BY FEDERAL,STATE,S LOCAL CODE. (gC.'�J� ELEyA7DR I' COORDINATION OF ALL TRADES SMALL INCLUDE ANY MISC.ITEMS REQUIRED FOR THE PROPOSED DESIGN. __J GCIFAC SHALL PROVIDE REQUIRED ENGINEERED DOCUMENTS AND SUBMIT TO AUTHORITIES AS REQUIRED • - FOR PERMITTING. _ �" 1 • 1 _ X ACT4 X I B SPRINKLER-GCISC SHALL INCLUDE SPRINKLER SERVICES.GC/SC SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BID AND PROVIDE ALL REQUIRED UPGRADES TO THE EXISTING SYSTEM IN ORDER TO {� f - - E CLIENTS DESIGN.IN AREAS OF GENERAL CONSTRUCTION GC4S) MEET THE SMALL ADJUST MAIN SUPPLY /'"11'1 I 1,c. G UN ES AND HEAD SWINGS ACCORDINGLY TO ALLOW FOR NEW LIGHTING AND CEILING - ' ' • "-- - _ - LAYOUT. C T..ALL HEADS SHALL BE CONCEALED COVER STYLE,UNLESS COODINATED WITH ARCHITECT OR - • I ' i ALyf _ • CLIENTE CASE OFPROPOSED EXISTING.CC/SC SMATIONOFALLREQUIR DSHALLENGINEERED INCLUDE DOCUM MISC.DOCUMENTS J1 \ / ❑ q REQUIRED FOR THE PROPOSED REQUIRED .OR PE SHAM PROVIDE REQUIRED ENGINEERED DOCUMENTS AND /X\ � 3;i � n:z 141�ir_ frL ei - '(1 _ SUBMIT TO AUTHORITIES AS REQUIRED FOR PERMITTING. [ �' 1 1 1 \ 1 t Plat ai t(-9,Suite 2L1 ' PILL- %,v,,,iw.Mansfield,Mtr 04Ei c. 2 14'1-rsf 0 ' I I n riri eds.corrl 0, 7 �' j CITIZENS BANK I Contact CEILING PLAN 100 SSockenoaeat Cross Road 2 c 2 $ - LEGEND Crenclon RI 02920 I _` I , ' e PAINED 6VIB CDUNG ON 2.1? MEP ErlSlneeG J , I ' u MR 8TU0 FRAMING®24'O.CGROUP I SY9IU HENNESSY GROUP . i • _ ____ ��"'��i ACT- Contant DAND ELLOWIT2 _ 1 2067 MASSACHUSETTS AVE.STH FLOOR - 7 ---- ® CAMBRIDGE,MA 02140 I z%?ACT ARMSTRONG OPIIIWMMA PHONE:81T682<769 ELUDE.YaN, W I I \ CI NRC;PRELUDE,COLOR WHITE - - • _ ' II II _ , I II F A 2ACT-f - —�- AC7--1 LIGHT FIXTURE SCHEDULE zr ' ----== _='' ---=_= _===== ______ -== t-1 tx uno • KInTE LEo Osrus - m •z.o �a.eR�RM. R[cesslo RuoAEscExr]xs PROJECT TITLE-. m/BREo11PEP CITIZENS BANK BRANCH OFFICE HYANNIS 1 PROPOSED SECOND REFLECTED CEILING PLAN 411 BARNS7ABLE RD,HYANNIS,MA va=ro PROJECT No:. 2016M DRAWING TITLE: PROPOSED2ND ----------------------------------------------- FLOOR REFLECTED --------------------------------------------------- CEILING PLAN- • SCALE As Indicated A-202 Issue for PermR - ISSUE DATE: 6/28/17 - NO. DATE REVISION STRUCTLIRE UNDERSIDE OF .. REFER TO MUNGPLAN - +2104 .. SIUD& WOOD TI0tEA0fD RODATTACHI4ENTTO UNURRVR AND STRUCTURE ABOVE BEAM - OESgNm AND PROVIDED BYOTHERB.THREADED HOD BY OTHERS. ' - INSTAUER TO ENSURE HANDING METHOD DOES NOT fNTENFERE WRIT TIE MOVEMENT OF HAH09i BRACIfETINSIDE OF UMBiRUT. THREADED ROD ATTACHMENT TO UNISTRUTAND STRUCTURE ABOVE Ay' DESIGNED AND PROVIDED BY OTHERS.THREADEDRODBY o K 2 OTHERS. M , INSTALLER TO ENSURE HANGING METHOD DOES NOT INTERFERE WITH THE MOVEMENT OF FACT E: 7F10fN HANGER BRACKET INSIDE OF TLES/UNISTRUT ABOVE BAFFLES AT TELLER AREA TO BE WHITE - UNISTRUT. TILES/UNISTRUT ABOVE BAFFLES IN LOBBY TO BE BLACK SEAL 151a '-w UNISTRUTFI - 120A STEEL PROMRY CHANNEL BY HUNTER DOLIGLAS ' me rer•r rsn TXACKACTCEILING ELE s/_g-2'AFF H- 1AFF HANGER BRACKET ..: (TYPICAL U.O.N.) - 'RrYP_U.O.N.) BB-0'AFF �. LINEARDIFFUSER-REFERTO .MEP ORAW'INGSDRL X S-5/B" UNISTRUTP1000- WOODNRIRiIRT HIGH RtOFIIE 12 GA.STEEL PRIMARY CHANNEL STRAIGHTBAFFLEW—MTED - WWDR ryNISH �rchi1GG:SI" BEAMPROFILESHOWN, 1a 1 90 South m"..Jntit1'r)31 ALL BAFFLES SIMILAR r—TRIMTNANSRION - TYP -. ' NXIUSTGLTODRY Building B.SUite 201 VERIFY LENGTH IF FIELD Mansfekf,AA 020 8 BUILT UP MDF 8 BLOCKING BEAM TYPCAL I.—UGHT FIXTIRE ' 5' WfiHPRAMFINISH SEEP PPLANS-SECUR m 781-931-8151:1 i i+r1tiY.'.;`:;"Ir'}T,^,RE?P.GIS.CQ(Tt TYPICAL CROSS SECTION THRU LOUNGE/CORRIDOR 2 TYPICAL CROSS SECTION THRU CEILING TRANSITION Otrner. 1 3"=1'-0" _ CITIZENS BANK Contact 100 SaekSnoeeel C..R-d Creneton,RI 02920 REFER TO CEILING PLAN .MEP Engli— . SYSNA HENNESSY GROUP Confect DAVID ELLOWITZ 2087 MASSACHUSETTS AVE,STH FLOOR :CAMBRIDGE,MA 02140 - EX ISTINOSTRUCTURE PHONE 817-S82J74B NER TRACK TOP 8 BOTTOM 18' 31 REFER D CEBIN L REFER TO RCP BANS " FINISHEDCEIUNG PROJECTTTTLE - 1 p!OVP.BD.FASICA ON 38I8'20 METAL STUD BRACING AS GA.METAL STUD FRAMING @ 16' REQUIRED ATMAK 4'-W O.C. O.C.-SECURE TO UNDERSIDE OF ALTERNATE SIDE SECURED TO STRUCTURE CITIZENS BANK UNDERSIDE OF STRUCTURE BRANCH OFFICE SHIM AS REQUIRED HYANNIS WOOD BLOCKING AS REQUIRED _ 411 BARNSTABLERD,HYANNIS,MA SUJO.N.j CORNER BEAD-SPACKLE - X.9Citizens Banke AND PMNT-TYPICAL PROJECT No: 2018082 r H.BRUSHED STAINLESS - ANOOf7EDTOPCHANNEL - B DRAWING TITLE: Y OR LAURENCE WU2BSASL W1 CIEM SILICONE CEILING DETAILS 2 THK TEMPERED GLASS . PANEL,REFER TO FINISH PLAN - ADVISORY ROOM SIDE CORRmOR SIDE - 1-H.BRUSHED STAINLESS - SCALE As Indicated ANOD®BOTTOM CHANNEL BY OR LAURENCE WLGBBgSASL SECURED TO FLNO12>MED FLOOR L 50 Issue for Permit 3 TYPICAL SECTION THROUGH ADVISORY - ISSUE DATE: 2/27/17 NO. DATE REVISION I FIXTURE SCHEDULE TAG OESCRIPRON MANUFACTUER PATTERNlCOLOR NUMBER - REMARKS OBSCURE O R NDOW � 113 'R / 113 I HP LAV. I HP LAV. FIX 1 TOILET FIXTURE i& 0 Aq REFER TO MEP DRAWINGS l I 117 I yOSCORE 219 FU12 SINK REFER TO MEP DRAWINGS CLASS O N WIDOW M FIX 3 SINK FAUCET . � o W1N � REFER TO MEP DRAWINGS M T` \. \SIMB A601 aSM/ I` ` \SIMB A801 19M/ O FIX 4 SOAP DISPENSER RENOWN COMFRESH DISPENSER WHITE ®BATHROOM J 7 OF H 0\ 3swr" / O\ �-eSHf / THE CORRESPONDING PRODUCTS FOR THE ABOVE ARE:RENOWN COMFRESH REFILLS.ORANGE CITRUS n� FIXB PAPER TOWEL DISPENSER RENOWN HIGHER CAPACITY TOUCH-FREE CONTROLLED TOWEL DISPENSER,BLACK ®BATHROOM SEAL THE CORRESPONDING PRODUCTS FOR THE ABOVE ARE:RENOWN CONTROLLED HARD ROLL TOWELS,NATURAL,3IN.X 800 FT. 8" a- 31" 8" 4" 31" FIX 8 TISSUE DISPENSER RENOWN HIGH CAPACITY BATH TISSUE DISPENSER WITH OPTICORE,BLACK 1& -A9-3IB-X4-3141N. ®BATHROOM THE CORRESPONDING PRODUCTS FOR THE ABOVE ARE:RENOWN CONTROLLED-USE BATH TISSUE WITH OPTICORE,WHITE,3-WW%412 IN.,2,000 SHEETS PER ROLL,12 ROLLS PER CASE - - FIX 7 MIRROR BOBRICK STYLE&293.FINISH:NICKEL ®BATHROOM , FIX&18 GRAB BAR 18" BOBRICK SHE:8-6 0 18,FINISH:SATIN STAINLESS STEEL BATHROOM O� FIX&38 GRAB BAR 38" BOBRICK SHE:84806-38,FINISH:SATIN STAINLESS STEEL ®BATHROOM OBSCURE HP LAV. 06 u HP LAV. FIX 842 GRAB BAR 42' BOBRICK SHE:BSBOB42,FINISH:SATIN STAINLESS STEEL ®BATHROOM i Zr✓��O N%W 1 3B 1 Nt�lDOW 2134 FIX 10 MOP SINK EA MUSTEE S SONS,INC. STYLE:BSM,FINISH:TBD ®BATHROOM a1npO I` SM FlX 11 MOP SINK FAUCET KOHLER STYLE K-8907 ®BATHROOM n 1 A-B01 4 I 114 1 SN A801 1 M I 114 \ / FIX 12 PANTRY SINK - REFER TO MEP DRAWINGSDR L FIX 13 PANTRY FAUCET REFER TO MEP DRAWINGS a Architec sPC 905 ti m1th main sire"A Buildim,S,Suite,201 ENLARGED GROUND FLOOR LAVATORY PLAN ENLARGED 2ND FLOOR LAVATORY PLAN - - N laisflotld,MA 02048 1 1rr=r-m 2 lmra• _ 781..331 8541 - tvcvv;.drlarclTitecls.conl - . oF,nc CRQFNS BANK . ConteC: 10D Sotlmnoemt Croce Road Clanton,R102920 - MEP Enginar. SYSKA HENNESSY GROUP Contact DAVID ELLOWITZ ' - 2067 MASSACHUSETTS AVE,STH FLOOR - CAMBRIDGE.MA 02140 PHONE:817-M2 749 /OB E / MNDOW Al FDH NOTE / FIX-5 / FL41 G.C.TO PROVIDE � - MOO PANEL AT {2" /I 1 FLt�2 / FIX-9 _ ANY ANDSUT ALL 4 WINDOWS TO PROJECT TITLE .2 \ BARPSOAS RREEO'0 o- ,/ _1�. . D 4 i CITIZENS BANK o$ , BRANCH OFFICE j MIN aa� x , HYANNIS. C / 411 BARNSTABLE RD,HYANNIS,MA - • g• n FIXA "Citizens yt. LAV.ELEVATION"A" /;1 LAV.ELEVATION"B" PROJECT No: T018082 3 1rr=r-0" �1rz•=1•-0'• _ ��V.�LEVATION"C" _ _ e LAV.�LEVATION"D" ' DRAWING TITLE: ENLARGED TOILET r PLAN SCALE: As ItlEiratad A . 601 Issue for PermR ISSUE DATE: 227/17 NO. DATE REVISION APPLIANCES SCHEDULE TAG DESCRIPTION MANUFACTURER PATTERN/COLOR NUMBER REMARK6 - AP-2 COFFEE MAKER KEURIG STYLE:KM OFFICE PRO AP-3 COUNTERTOP MICROWAVE AVANT] MODEL M01450TW 1.4 CU FT ELECTRIC MICROWAVE WITH TOUCH PAD,FINISH:WHITE,SIZE:12.2591 X 21.75•W X 18M 1000 W AP-4 TOP-FREEZER REFRIGERATOR HOTPOINT HOTPOINT ENERGY STAR 14.0 CU FT 0HPE158TH.FINISH:TBD,SIZE:28/2'W(WITH DOOR OPEN 90 DEGREES)X 28•DX 61 314•H RECESSED HANDLE TOP-FREEZER �tFS?En AR FIX12 PANTRYSINK E— STYLE:LRAD02219,FINISH:STAINLESS STEEL ., �•� FI%13 PANTRY FAUCET KOHLER_ SME:SIMPLICEK-596,FINISH:VS:STAINLESS STEEL K' M 7N OF W' SEAL E 10'-2• ENLARGED PANTRY FLOOR PLAN(M GROUND FLOOR /1 ENLARGED PANTRY FLOOR PLAN 0 2ND FLOOR GED PANTRY CNTR.FLOOR PLAN @ 2ND FLOOR 27,2• 27,2• 27, �• �. / �/ �/, %/' �/r \\ �/ r /r Arr sitDR L e -4sP L: Fi;,`;j South t\-0c:in�z!{e:.. r / - I.2laiidin;B.Suite 201 Mansfield,?AA 02043 y 781 331 8541 w. ' fffnl .._.: vvwv:.d,Iarc it ect's,com owna� I I LM— -1212 �ORI>'ER9 B111R - U N.. \�,� COUNTER SUPPORT 700 nnO ea ROeC - i 0: o _ \ . , MEP EF19irrear: 30• 3.T 1 2• 20• 30• SYSKA HENNESSY GROUP 201 4• 20' I _ ° , Contact DAVID ELLOWITZ 1�• 1/2 3/4 1/2• L PROMOS MILLWORK BAG(PANEL AGAINSTMNOOW I, 2067 MASSACHUSET 13 AVE,STH FLOOR T-0• 6'-0• ENTIRE LENGTH OF COUNTER CAMS RIDGE.MA02140 PHONE:677-M-4749 f C ENLARGED PANTRY ELEVATION(a)GROUND FLOOR �ENLARGED PANTRY ELEVATION A 2ND FLOOR n ENLARGED PANTRY CNTR.ELEVATION A 2ND FLOOR 1rz=ra trr ro 1rz=ro 6GHEOULEO SAGK3PlA5H 6CNEOUIED - BCHEOULEO BACKSPLABN - BACK6PLKH PROJECT TITLE 25' 6CMEDULED COUNTERTOP SCHEDULED - 6CMEWLED COUNTERTOP IN WALL BIOCKIHG . ° • .'FAUCET,SINK ' 25• COUMERTOP 25• RaAB,„ 3 3 4 { CITIZENS BANK SGHEOULED ,,/2• - -_ - - ,,y2• - _ —.�z� ,,/2• BRANCH OFFICE ftEFINI3HFD DWRFINISH IN WALL BLOCNNG IN BLOCKING — - IN WALL f BLOCING — _ - MAPLEINTEWDR• = - HYANNIS � 19 3/4• • 6- PRE-FINISHED MAPLE.V.C. - 411 BARNSTABLE RD,HYANNIS,AAA --_ _ � ° DRAww eoxEs.lrz•sDEs, mp,pCitizens B 6 Apwr vpRg spy. PMDLDED WH V ° 1N•BOTFOMS )OX S G e 0 Y e6 •a _° 11 lI4_° GUMOTO COVER REV-MSHELFPULLOIR- 3/4 1/a• 1/�• 3/4• EXPOSE. INK • 61NOLE SOFT - PIPSNGASREO'DBYi PROJECT No:GOT 2016082 - AOACODE . � WA9TE CONTNNER . r IN WALL BLOWNG - =- — WWCSG151ADAY1 - ry DRAWING TITLE: SCHEDULED PREFINISH - ^ PULL MAREINTFAKIR • ° ° -SCHEDULED PANEL � - SCHEWIED ODOR 6CXEWLED OR MILLWORK DO FMISH-ON2'CLIPS ° FINSH .DETAILS 13 1/4• FULLIENOfH HORRONTALWOOD ° I PREFINISHED UNDFJiG61NET 11• BLOCKING PREFINISHEO MAPLE INFERIOR YAPIE PIFERKNi LgH11H0 SCHEDLAED - BAGK6PlA511 P.V.C.EDOE6(FYP) .V.C.EDGES(fYP) - SCALE As In0ieale0 UPPER CABINET SECTION '--SASE ALLBasE M1 1 12^-1-0• r1 S'nK CABINET SECTION M3 BASE CABINET SECTION GARBAGE BASE CABINET SECTION A O OL 1 Trzwr-a' 1 1rr�r-o^ Issue for Perron ISSUE DATE: 2/27/17 NO. DATE REVISION. C K 1 M ;NN OF M?' SEAL rnIRE rnIRE FER RE ,rn rRE REFER TOCEIUNG PUN REFERTOCEILINGPIAN - RE TO CEILING PLAN REFER TO CEILING PLAN SECURE RUNNER TO UNDERSIDE OF SECURE RUNNER TO UNDERSIDE OF SECURE RUNNER TO UNDERSIDE OF r it i - SECURE RUNNER TO UNDERSIDE OF STRUCTURE ABOVE STRUCTURE ABOVE - STRUCTURE ABOVE I. II 1 _ j STRUCTURE ABOVE - I 1 LINE OF fO(ISi1NG STRUCTURE/WALL I 4 MR STUD SPACING 08'O.C.TOP. MTL.STUD SPACING 48'O.C.TOP. MIL STUD BRACING 4B'O.C.TOP. i 1 1 BRACE TO EKISTNG WALL/ (ALTERNATE SIDES) (ALTERNATE SIDES) (ALTERNATE SIDES) I I I / STRUCTURE AS REQUIRED D R L REFER TO RCP PLANS REFER TO RCP PUNS REFER TOIMAPLANS EUI REFER TO RCP PLANS "I�'II..C.SiG..�P�Cf j II IFINISHED CFIN OUNEDCEIU. SEE REFLECTED FINIS ED CEIUNGPLANS. SEE REFLECTED CEILNGPLAN& SEE REFLECTED / CEILINGPLANSNGSEEREFLECTED Ck;�:3QU1't f��it slle M CEILING PLANS. CEILING FLATUS. CEILING PLANS. I I I I / CEILING PLANS. - I f ONE LIVER Se'TYPE FIRECODE C ONE DYERSB'TYPEFIWALL O'C STUD ON EACH SIDE OF WALL ON ONE LAYER TYPEFIWALL ON / ONE DYERSIB'TYPE STUD FRAMING ('AB ON EACH SIDE OF WALL ON STUD FRAMING OWE ON fi1C11 SIDE OF WALL ON GINS ON THIS SIDE OF STUD FRAMING P16."TS)'2kQ ',111 f.)cQ tj e- ' - STUDFRAMNG STUD FRAMING II 1 -- I I PROVIDE HT ON PLYWOOD BOARD M—U— FULL HEIGHT ON VESTIBULE SIDE OF � 781 .�.3 I &:;�:I 1 1 / oe' WALL(BEHIND DYER OF GINS) ir.T,^,n,Tecta.ram - Omer: CRI2ENS BANK / Comm I I I 100 S itenoaeet Cmas Road 1 ; Crap ,R102820 G.C.TO COORDINATE LENGTH 8 G.C.TO COORDINATE LENGTH& HEIGHT OF BLOCKING FOR O.C.TO COORDINATE LENGTH& j G.C.TO COORDINATE LENGTH& -- HEIGHT OF FLOCKING FOR MILWORK&FURNITURE. HEIGKrOFBLOCKING FOR 1 HEIGHT OF BLOCKING FOR MEP Engineer: MILLWORK&FURNITURE. MILLWORK S FURNITURE. j MILLWORK a FURNITURE. SYSKA HENNESSY GROUP 36C 20 GA METAL STUDS®IS'D.C. 36T 2D GA METAL STUDS @ IS-O.C. 3&IB'20 GA METAL STUDS 0 IrD.C. - I II I 2.1020GA.METALSTUDSOlr O.C. Conlaet DAVID ELLOWRZ SECURED TO STRUCTURE ABOVE SECURED TO STRUCTURE ABOVE SE CURED TO STRUCTURE ABOVE 11 1 / ' SECURED TO STRUCTURE ABOVE 2087 MASSACHUSETTS AVE,STH FLOOR CAMBRIDGE,MA 02140 FULL HEIGHT BATT INSULATION FULL HEIGHT BATT INSULATION / FULL HEIGHT BATi INSULATION �I / LINE OF EXISTING STRUCTURE/WALL PHONE:817-6824749 - IV— SCHEDULFDBASETRIM. SCHEDULED BASE TRIM SCHEDULED BASE TRIM v 3 _ / SCHEDULED BASE TRIM FLOOR FINISH FLOOR FINISH FLOOR FINISH 1 1 j FLOOR FINISH Fli NOTES: NOTE- NOTE PROVIDE(1)LAYER OF SBRHK.MOISTURE RESISTANT G PROVIDE SIMILAR TYPE OF PARITTIONABOVE STACKING WALL AND ANY PROVIDE(1)LAYER OF WTHK MOSTURE RESISTANT NOTE: PROVIDE(1)LAYER OF 5TTNK MOISTURE RESISTANT BOARD ON ALL WET WALL LOCATIONSYPI GLASS PARTMONS FACING THE 24 HP.VESTIBULE(NO EXCEPTIONS) BOARD ON ALL WET WALL LOCATIONS OFFICE WALLS BY 91NTT'(PROVIDED 81INSTALLED BY BANK VENDOR) BOARD ON ALL WET WALL LOCATIONS REFER TO 14OLD TO'DIMENSIONS GWB 6"ABOVE FIN.CLNG n FULL HEIGHT ACOUSTIC PARTITION(d124 HR VESTIBULE TYPICAL FULL HEIGHT ACOUSTIC PARTITION DIRTT WALL SYSTEM FURRED OUT PARTITION 1 1 12=ram 1 1rz�r-0 3 1 1mr-0 ° 1 Trrr o B 1 1m-ram . - PROJECTTITLE CITIZENS BANK. BRANCH OFFICE HYANNIS 411 BARNSTABLE RD.HYANNIS,MA w Citizens Bank, . - PROJECTNo: 201S082 , DRAWING TITLE: PARTITION TYPES - SCALE: A9 IItwtad A-701 Issue for Permd ISSUE DATE: 2/27117 i - -- NO. DATE REVISION - S•-2•+- 9•-71 , - I I I I I I I I • •� —___ ______— P.LAM ADJ. __—_�_—____._________ P.LAM ADJ. SHE.NNG I I I SHELVING n P.LAM COUNTER(L-4) I - P.LAM COUNTER(L-4) r ----- ------ ----- -- ———— --- --.--- ___--_-__-___-_______-__--__-__-__-_-__-_--- - / --_-_ .. _____________________________________ WORK ROOM COUNTER PLAN K ROOM COUNTER PLAN s Be WOR 9" SfED G"�"t MK ' _.g.• ..N hr OiMP"<P ' P.LAM ADI, P.LAM AD& SHELVING SHELVING (D MONITOR DISPLAY SECTION SEAL LJ COUNTER(L-4) P.LAM COUNTER(L-4) OPENING - g INETS�OF - EN BASE _ $ CABINETS(L S)P.LAM OPEN SE. - m cninfl4 Barak -1 1,/Y 1 1/z" 1 1/z• I ( I — ———————— OTRIN BANK' LETIEC BY 8'-Y+- 9 Y•-7 1 I 1/]• RIN BANK VENDOR MONITOR D L (PROVIDE)BY BANK COORDINATE MILLWORK P 6/ }y! /�{ b SURROUND SZE WTH 3 Arc iilec C,YP/" B WORK ROOM COUNTER ELEVATION 2 WORK ROOM COUNTER ELEVATION $ I ACTUAL MONITOR SIZE) L —J 9-05 Si::t3(h ri?''kr<Ir.S1renA 2 4 7 1 - I✓'EJII`':3nu E,Suite 201 - r - M nsf elC:,NiA(12048 II T. e A x ttii'J`lJ.C=.'liifv:^.I?f,C(;:.Con7 CITIZENS BANK 31 2� HODS J®noenel Cross Road .. C..n .,RI 02920 V ; e MONITOR DISPLAY ELEVATION P, 1n Y41 MEP Engineer. ,Conbixt OAVID ELLOWITZ 9YS"HENNESSY GROUP 2067 MASSACHUSETTS AVE,STH FLOOR • ——_———— — __. P.LAM ADJ. II CAMBRIDGE,MA 02140 I _ SNELYTNG 0 j PHONE:S77-M-4749 I____I______ P.LAM COUNTER(L-4) p I tl 1 u I II i I p I y I 1 B WORK ROOM COUNTER PLAN ,rz�r o n 1 , I P.LAM ADI 23• SHELVINGio > EC1EDUlED M BIiCN5PIA5H M) SCHFJIULED •. - .. _ wuNTERroP G.4) �a PROJECT TITLE COUNTER(L-4) IN WALL 9LOC10lD I � - • CITIZENS BANK BRANCH OFFICE HYANNIS •s P.LAM OPEN BASE (NETS(L-3) _ • - - - 411 BARNSTABLE RD,HYANNIS,MA '711 Citizens ank� _9. T t/2' 11 1/2' ° 1' PROJECTNo: 2018082 7•-0• ° • _ DRAWING TITLE: WORK ROOM COUNTER ELEVATION TYPICAL ,D ,n ° I MILLWORK LJINIERIGR DETAILS P.V.C.EDGES(m) _ SCALE: ASIMirated J/4 1/4 WALL 005E &WORK ROOM COUNTER SECTION s MONITOR DISPLAY SECTION ELEVATION A-7 02 1 JgRp ,1n=r-0 Issue forPermrt ISSUE DATE: W7/17 NO. DATE REVISION OFFICE FRONTS BY'DIRTT' . (PROVIDED EL INSTALLED - / BY BANK VENDOR)REFFJT 2 8 / 9 TO'HOLD TO'DIMENSIONS A-817 A817 A617 r__—______——— e J _ __.—_ _— _ ___J L._____________I / EDGES TO BE L-1 TTP. KL I ALL REAR PINES TO BE 1 . FD,1NEN PAINTED ON 41E B PRW SECURE SHELVING ON I I /� "/�� \ / •i J1t \ a I *MAGIC■RC WORE SEAL m m POSSIBLE SO SHELVING CAN BE REMOVm FOR PAINING / 0 1 7--2- NO - THIS CABINET DOOR NOTE:THIS CABINET DOOR } 1 TO HILT OUT AND HAVE TO TILT OUT AND HAVE A SHELF ON BACK SIDE OF TRASH BIN SECURED TO DOLE TO SECURE MULTIPLE WE INSIDE OF THE DOOR (IPRO DE LOC CHARGING (PROVIDE TRASH SLOT h LOCK) 2 INTERIOR ELEVATION lrz�r6 4'W, DR L Ad"chiteCtsr C . OFFICE FRONTS BY'DIRTY OFFCE FRONTS BY'DIRTY OFFCE FRONTS BY'DIRTY (PROVIDED R INSTALLED (PRONGED k INSTALLED (PROVIDED!INSTALLED 3 8 2 BY BANK VENDOR)REFER BY BANK VENDOR)REFER BY BANK VENDOR)REFER TO'HIXD TO'DIMENSIONS TO'HOLD TO'DIMENSIONS TO'HOLD TO'DIMENSIONS A617 A61T A617 905::i fiit:'T Mclil':Street - -————————————J L_—_— — _ —_ B M f IC, 1A 0 0-1-8 t / 2 I :vcvvr.,:lar,^^,^Recta rar.T /I// I E1KZ5 ro BE L-1 M. CRIZEB9 BANK OD 101)Sockan�G n Road ALL REAR PANELS TO BE PRUED.THEN PANTED W SITE MEP Enpi NE SECURE RE'UERETI BYBILAHENNESBYOROUP 'MAGIC POSSIBLE SO HELVI Conti[SDAVIDSAC-USETTSELLOWITZ _ / / CANBE50 SHELVING FOR 2087 RIDGECHA 02140 AVE,5TH FLOOR ________ / / / / / / / CAN BE AOIOVID FOR PHONE 6174 MA 02140 PAINTUHG PHONE 817682474E FT 0 / �� / WB. - B'-0' ` 9'-0'_ ` I 7-2' 4 NOTE THIS CABINET DOOR NOTE THIS CABINET DOOR TO OLT OUT AMID HAVE A TO TILT OUT AND HAVE TRASH BIN SECURED TO SHELF ON BACK SIDE OF - ME INSIDE OF TIE DOOR DOOR TO SECURE MULTIPLE 2 XINTERIOR ELEVATION (PROVIDE TRASH SLOT a LOCK) I-AIDS FOR CHARGING -l-'-0- (PROVIDE LOCK) PROJECT TITLE . CITIZENS BANK O BRANCH OFFICE HYANNIS 411 BARNSTABLE RD,HYANNIS,MA Citizens Bank,, , B PROJECT No: 2018082 (YY� DINTTERIOR \\ - 0 \\ \\ ELEVATIONS SCALE: A9 Indicated HI \ \ �e A-801 r INTERIOR ELEVATION Issue for Permit ISSUE DATE: 2/27/17 NO. DATE REVISION OFFICE FRONTS BY'DIRTY' VOMDED k INSTALLED Y BANK VENDOR)REFER TO'MOLD TO'DIMENSIONS . AMR K NN?am ) 1 E 'N b �i SEAL WALL BASE WALL BASE AS SPECIFIED AS SPECIFIED TYP.OFFICE ELEVATION 12", 2 TYP.OFFICE ELEVATION a TYP.OFFICE ELEVATION 4 TYP.OFFICE ELEVATION 1 1'.q i.� ..Ct7 6�,r{,,I1,�C,Ct.,r G A 250 90-5 Sc+Lat)llQair:Stree! - ` SuidinaB.Sulte201 lrlanstelc MA 020A3 781 331 854 l tvtivr.dlar,^,niteeis.CCTnY owner. I / GIASB cfRENS BANK (TTP.) Contact: /7I 1 ......... ............... .............._ _......___.... 10DSaok—ImpetCmae Road -OPEN ro7 DLp,E[yNB o crel:amn.w o2em P LOBBY/ I "IC P . e IC /\\ /�. .I P B e MEP Enenwer. _ X SYSNA I�NNE89Y GROUP . C.b tDAVID ELLOWITZ m I m m ! m m T CAMBRIDGE.MA 02140 PNONEB 7 C AVER 57N FLOOR -SB245ETT5 WALL BASE WALL BASE AS SPECIFIED AS SPEdF ED. _1 TYP.,,ADVISORY ELEVATION TY_,'-0"ADVISORY ELEVATION TYP,.,ADVISORY ELEVATION TYP- VISORY ELEVATION 5 12" 8 12"= 7 12"= _ S 12"=T-0"AD .. PROJECT TITLE , CITIZENS BANK HYANNIS OFFICE B � mNDow B' N1Noow Do //// omcE w+N I� CE wlNDor4 20 B e411 BARNSTABLE RD,HYANNIS,MA PTO.N.Y. PCE FRAY/ / /PTO.N.M.fR/� /W/ N.M.w FA)(fiE W .NAME PTO. .N.M.FR ME \ '. . / // PTO toPROJECT No: 2018082 \ 69 \ / (ter G'9 / / \ \ / / DRAWING TITLE: 4•-S' \ 4•-3• \ 4•_}• 4-J• / 4-�• / INTERIOR \ > ELEVATIONS / / VB Vg ve SCALE Aelndiooted n ELEVATION 0 2ND FLOOR OFFICES &ELEVATION(E7t 2ND FLOOR OFFICES A-8 02 llirz°-1 0 1rr 1Erz EVWTION(d12ND FLOOR OFFICES_ _ Issue for Permit ISSUE DATE: 2/27/17 NO. DATE REVISION 22•-11• .rr---��i tb'�--�-��.. 15 ltvr is �I�----•ate �1jly.- r.-�,'..-� is .± n';.A'Y z.l�.,'.,: VA' _A': J0, ,gip 61•:.%':I117.. .J A ._ I_ "Y NOTE: O�C/( LLC x AABINETSB DRAWERS TOHAVE LOCKS. A ' y'I A-515 15 8 o m.3 T \1II 15 - `� 2N OF S 6 1 1 CTR 2 SEAL CTR (ryp I I g361' ) 15 BAS27' JB J6 2r 2Y S SS 5 5 S 22'-11• - 1 - I I CTR 2 A4115 5 4 6 6 4 - - ABISA A615A ASISA ABISA A615A L_.—.—.—.—. REAR TELLER COUNTER ELEVATION fDR L 4 1(Y=i'-0' TELLER LINE PLAN 1 1rr r-0 Archit( CiSP Ci u's acr celuNG GO WTu NG 1 ®UB6CEUNG 905:i; th Main Sfieel Buildir i4 la,SGi10 201 Mansfield,MA 02048 T . 6'H.NEW SLAT 275• CEILING 7$1-331-8541 OL GL u VJW'1J..:'I3FC',tfE',G15.CQ(,1 . 1 1 e R b Owner 54 Jr 2• 64• 2• Je• Jr 1 $ Sg TELLER LINE EQUIPMENT NCon BANK - CODE DESCRIPTION MANUFACTURERIMODEL 100Sod®n—tr—Road ❑t PERSONAL COMPUTER LENOVOM9IP Clanatw,,RI 02920 PARfp CTZ-A91P-451BA47 MOUSE LENOVO MOUSE MEP EnHl PART#CT24EVONO MOUSE ENNESSY GROUP ConNN -. LENOVO KEYBOARD 2087 MASSACct ELLOWIR ® f-h 0 3 KEYBOARD 2087 RIDGE.MA 0214SAVE,5TH FLOOR- PARTpCR<1A52S9 CAMSRIDGE,MA 02740 8 IN PHONE:617-M4748 u L2 'I1 § $ 1❑ 18' PIN PADLCD MONROR LENOVO L7900pA FARMCTZ443141E1 / ,x 5❑ INGENICO IS=PIN PAD ( • VVV / :1 :I © DIGITAL SCANNER p LpE��TSM . WB - 7❑ RECEIPT PRINTER TRANSACT PARTO L TELLERAREASECTION"A" e0 VERrrcaLBRACKET PARracrzaTlD3-KraLK 2 TELLER LINE FRONT ELEVATION ' s trz=t' HowmHrALeRAa�r PAmc1z-q2assKrauc 12'=T-0• 10 UVLIGHTLAMP UVERITECH MODEL#UV-16 WSACTCEILINO _bLSIATS 71 PEDESTAL SECURITY DIEBOLD-STAND UP EL.9-2 MODEL#SLL3IGRC-C-27D08 - U9 SLAT CEILING 12 PEDESTAL SECURITY DIEBOLD-STAND UP PROJECT TITLE .I.. a Gwe SOFFIT BELOW ADA COUNTER MODEL p SD-31.URL-220-47 . CASH ADVANCE . 13 MACHINE HOUSE ADVANCE MACHINE . 6 H.NEW6LAT CITIZENS BANK CEILING 11 PRINTER LEXMARK NETWORK PRINTER .BRANCH OFFICE A B C A A C B A � B \ 15 PASSBOOK PRINTER WINCOR PASSBOOK PRINTER HYANNIS 1 16 IRONMOUNTMNBIN BIN - 411 BARNSTABLE RD,HYANNIS,MA /` / 10 /Ol' m )iC FeSHCALL-0UTS Ginza a ". d REFER FL-701 FINISH PLAN ,. �� AND FINISH SCHEDULE FOR FINISHES PROJECT No: 2016082 O O O - • a - o DRAWING TIRE: . $ 0 0 I AND EQUIPMENT - R m >� O s TELLER LINE PLAN, ELEVATIONS II II 1 19• ll 19 1/1' I 38• ll 21 1/2• 1� 18• ll 24 1/2• L 21• t 19 1/4' II 19• �� 54• I VYB t . SCALE: A9 Indicated " TELLER AREA SECTION"A" 2 3 , A-815 -615A -61 615A -eiSA 615A -8161 -615A -6151 5 72'=1'O' . J TELLER LINE REAR ELEVATION Issue for Permit 112'b1'4T ISSUE DATE: 2/27/17 - NO. DATE REVISION 36e W. l - • 3 1/2' 9' IITL 9 1 2' }III 12, S 1/2' 9' 9 1/2" 12' \ _-- AR B B RISER BOX(BEYOND) (SS-I)SOLID SURFACE COUNTER (SS-1)SOUD SURFACE COUNTER O 4 m TEMPERED GL JUMP BARRIER K' M 21 1/2' - SEAL . I (SS-1)SOLID SURFACE COUNTER . 3/4-PLASTIC LAMINATE FRONT 3/4-PUS7IC LAMINATE FRONT \ 3/1 PLASTIC LAMINATE FRONT 3/4'F.R.PLYWOOD RIBS SPACED J/4'F.R.PLYWOOD RIBS SPACED '.� 16' 3/4'F.R.PLYWOOD RIBS SPACED r 1B'GC.ma '�' 18'O.G MAY 18'O.G MAX P.LAM PLYWOOD - P.LAM PLYWOO) W/ACCESS ACCESS - W/ACCESS ACCESS . PANELS PANELS SEPERAIE WIRE 3 TEL/bATA s SEPERATE WIRE k TEL/DATA SEPERATE MIRE @ T./DATA S CHASES IN RIB FRAME n _ - — CHASES IN RIB FRAME n CHASES IN RIB FRAME CYUNDEII LOCK IN LAYERS OF BULLETPROOF CAB.DOOR i -----LAYERS OF BULLETPROOF ! ----LAYERS OF BULLETPROOF FABRIC BY OUPONT KEVLAR - I FABRIC BY DUPONT KEVLAR FABRIC BY DUPONT KEVLAR OVER PLYWD.FRAMING. I OVER PLYWD.FRAMING. OVER PLYWO.FRAMING SPECSECUIITY FY QUANTITYANT TO OF LAYERS II SECURITY ECI iF'YY QUANTITY OF uroYERS SPECIFY QUANTITYECURITY C OF TO LAYERS h PLASTIC LAMINATE KICK ♦ PLASTIC LAMINATE NICK 1 I PLASTIC LAMINATE KICK / rc iitec LsP - L 221/2- 11 I/9' 1 i 14' L It 1/e' p7 / , 1 - 11T T 1 2z 1 2' 111 n 1/e' J OC;ir S;1uzrT Main Sfr,:xct Bul,ir€ I TG B.Suite 201 Mansfield•NIA 02048 _o wwwxt,.la,,,I eels.col _ - 0— CITIZENS BANK TELLER LINE SECTION TELLER LINE SECTION TEL� 'LER LINE SECTION - COn Smicanossed Wd: 3 �nCroea ROW -,RI 0292 MEP EI19inmr: SYSKA HENNESSY GROUP NOTE: Contact DAVID ELLOWTTZ PROVIDE VENLIUTION 2007 MASSACHUSETTS AVE.STH FLOOR AT BASE OF PR=lAB.Er CAMBRIDGE,MA 02140 AND AT POWERANDDATATROFF PHONE:617-6824749 IN WALL BLOCKING. IN WALL SLOCK'NO - IH WALL BLOCKING - lELAIATAaPOFFER TEl/WTAAPOWER - • —PO—ER MIN RECESS 26' OUTLETS IN RECESB DURETB IN RECESS 28' OFBACKCOUNTER L 21 OF SACK COUNTER ROTATE W DD-0REES) I OF GACN COUNTER OlATE W DEGREES) (NOTATE W DEGREES) 89 SCHEDUUOSOJOIf COUNTERTOP 3. 65 3• 1 SURFMWE�CWNTEDRIOP J' BURFACE - , ANODIIZED ALUM.CAB DOOR - .... - M.CABDOOR + PULL BY NAFELE(��DI T • .�.,. ...•: m PULLBI HPFEIE(112.OI.D21) .. .m PUAI�B�/DHAFELE 111202.821) r � SCREDULEDUNTE a _ ..i. SURFACE COUNTERTOP ]N•TH —DRAWER SWTNK MOF RAWER IAM VENEER FINISH WAYOOD VENEER FPIISH __ W/WOOD VBIEER FlMSH WIWOOD VENEER FWI6N PROJECT TITLE ANOOU1.AL K DOOR. ANODRED UUM GAB DOOR CITIZENS BANK °I a AN002EDALW'GAB DOOR WLLBY MAFEIE(1]A.01.921) ,) • PULL BY HAFEIE(11289aM) PULL BY MAFELE(112.W.We �L——---—- s s ,i § BRANCH OFFICE :I HYANNIS °r————— l y4•THKMDF Dw.wrn wlTH ,I 411 BARNSTABLE RD,HYANNIS,MA - e w•TIKMOFDOORWRII - SCHEWLED FOHISH °I e •I SCHEIKRED FlM6H e • w•SCHEDULEDDF DOOR wRM FlNISX Citizens L PROJECTNo: ME= 3W'THK NOF BASE WTM BWTHKMDFBASEWTTH Wl THKMDF BTSE WTM A 'DRAWING TITLE: SCHEDULEDflN16H WHEOULEDFlNISH SCHEDULED FINISH TELLER LINE _ MILLWORK REAR TELLER COUNTER-SECTION"A" P5 REAR TELLER COUNTER-SECTION"B" REAR TELLER COUNTER-SECTION"C' DETAILS SOME: A.Dt ficow A-815A Issue for Perrnft .ISSUE DATE: 2/27/17 NO. DATE REVISION I fPE 0 24 CEILING — '60DQANptTCENNO IIDQFIRISp'CEIl1NO CEIUNO FR715R CENNO 9lFQFIFISF CEIUNO - \ A.PLYW000 )*PLYWOOD - 2'PLYWOOD )*PLYWOOD j 'PLYWOOD BACKING ON FRAMING EACKING ON FRAMING BACKING ON I BACKING ON BACKING ON BACKING ON T71 OF%"' PROVIDE FRAMING AS PROVIDEFRAMINGAS PROVIDE FRAMING AS R MIMOFRAMINO AS PROVIDE FRAMING AS PROVIDE FRAMING AS REWIRED REQUIRED — .REWIRED REQUIRED REQUIRED REQUIRED SCHEDULED FINISH SCHEDULED FINISHI CH FINISHG SCHEWLEO FNSH} SCHEDULED FNISH SCHEDULED flNSXI SQL •MDF PANEL MOUNTED 'MDF PANEL MOUNTED 'MDF PANEL MOUNTED 'MDF PANEL MOUNTED MOP PANEL MOUNTED 'MDF PANEL MOUNTED ON ' '� ON 7 CU PS.(SEE ON T CLIPS.(SEE ON T CUPS.(SEE i ON.2'CLIPS:(SEE I ON'2'CLIPS.(SEE ELEVATION9&FINISH T CUPS.(SEE ELEVATIONS ELEVATIONS S FINISH ELEVATIONS S FINISH !" ELEVATIONS S FINISH ELEVATIONS&FINISH PLAN) _ &FINISH PLAN) PLAN) n\ PLAN) PLAID) PLAN) - UNDERSIDE OF TOP UNDERSIDE OF TOP UNDERSIDE OF TOP UNDERSIDE OF TOP UNDERSIDE OF TOP UNDERSIDE OF TOP PANEL TO RECEIVE - PANEL TO RECEIVE PANEL TO RECEIVE PANEL TO RECEIVE PANEL TO RECEIVE PANEL TO RECEME SCHEDULED L-2 P.lAM SCHEDULED L-2 PRAM WHEDULEDL-2P.LAM SCHEDULED L-2 P.lAM SCHEDULED L-2 P.I.A. - SCHEDULED L-2 RLAM_ - FINISH FINISH FINISH FINISH 1V FINISH FINISH PROVIDE INWALL FIRE PROVIDE INWALL FIRE r PROVIDE IN-WALL FIRE PROVIDE IN-WALL FIRE PROVIDE OLWALL FIRE PROVIDE ILWALL FIRE GRADE WOOD GRADE WOOD GRADE WOW GRADE WOOD GRADE WOOD GRADE WOOD - BLOCKING AS REDO BLOCKING AS REOD BLOCKING AS REQO BLOCKING AS REQO BLOCKING AS REOD BLOCKING AS REQ'D II„ I n ALL SIDE PANEL TO RECEIVEFINISH SCHEDULED SCHEDULED L-2BLE SCHEDULED L-2 RLAM BLE I L-2 P.IAM FINISH FINISH REMOVABLE FINISH REMOVABLE MAGIC WIRE SHELF MAGIC WIRE SHELF ALL SIDE PANEL TO AI,L SIDE PANEL TO ALL SIDE PANEL TO ALL SIDE PANEL TO ALL SIDE PANEL TO RECEIVE SCHEDULED RECEIVE SCHEDULED I RECEWE SCHEDULED RECEIVE SCHEDULED RECEIVE SCHEDULED L-2 P.IAM FINISH L-2 P.LAM FINISH PROVIDE FIREOADE�PLYWOOD L-2P.LAM FINISH L.2 RLAM FINISH L-2 RLAM FINISH BLOCKING AS REQ9 - LINE OF SIDE PANEL I LINE OF SIDE PANEL LINE OF SIDE PANEL LINE OF SIDE PANEL . BLINEEY OF SIDE PANEL BEYOND. �.�. BEYOND. . BEYOND. BEYOND. 1 ~ SCHEDULED DISPLAY 6• PROVIDE FIRE GAGE `` t } - - GP DR L RADE1 D WOVIDEFlREGRAS 1 AND MOUNTING WOOD WODBLOREGADS WOOD f"`SIUI�IL,[•,��L, �,, GRADE WGOVIDE AS WOOD BLOCKING AS I SUPPORT RECM KING AS \ CM BLOCKING AS WOOD BLOCKING AS a. BLOCKING AS RE00 I ROOD _— I SCHEDULED FINISH(LJ) PROVIDE IN-WALL FIRE FUND BOX SHELF GAGE WOOD 'ul MOUNTED ON' SCHEDULED PAINTED SCHEDULED PA FINISH 'MDF PANEL(SEE ———1 BLOCKING AS ROOD 901 -lie et ELEVATIONS&FINISH 1 — - CUPS OR FRENCH S''I 1t`k M ti` I MDF PANEL ISEE P SCHEDULID PAINTED�'MDF PANEi(SEE SCHEDULED PAINTEDI'MDF PANEL(SEE .CUP HANGERS. I:uili (I B.rYU11P 201 ELEVATIONS&FINISH S• ELEVATIONS 8 FINISH ELEVATIONS&FINISH i PLAN) 1 PLArn I;�a.n.,,;tTir,_1,�.JeO•`sb PLANSCHEDULED PAINTEDG'MDF PANEL(SEE SCHEDULED FINISH(LI) I ELEVATIONS&FINISH SCHEDlLED L-2 P.IAM FIXED BOX SHELF PUN) PROVIDE 04WALL FIRE 781-..�i.3.)-S�J". FINISH REMOVABLE MOUNTED ON 1 LADE WOOD MAGIC WIRE SHELF CUPS OR FRENCH SCHEDULED L.2 P.LAM BLOCIUNGASREQD iti tY`Y...^:t If3 T;^f'P.C)S.COttT. CLIP HANGERS. I FINISH REMOVABLE Owner MAGICWIRE SHELF SCHEDULED PAINTED'MDF PANEL(SEE CRUNS BANK SCHEDULED FINISH I-MDF PANEL I - PLAN) 100 Socl®nt Cmea Rceo ELEVATIONS&FINISH Cooled: osse PROVIDE INWALL FIRE a 'I Cranston.RI 02020 GAGE WOOD I BLOCIGNO AS READ I k MEP Engineer. ' SCHEDULED L-2 P,lAAt SCHEDULED L-2 P1AM SCHEDULED L-2 P.lAAI SCHEDULED 42 P.lA&1 SCHEWLID L.2 P.lAM SCHEDULED LQ P.IAM SYSKA NENNESSY GROUP FIOSHA FINISH, �` FINISM,' FINISH4 FINISH> FINISH- SCHEDULED r 9' COUNTERTOP 9• COUNTERTOP' 9• n COUNTERTOP L n COUNTERTOP L:� COUNTERTOP e• COUNTERTOP Content DAVIDELLOWITZ n w 2087 MASSACHUSETTS AVE.STH FLOOR • -- -- a a PHONE 817 748 CAMBRIDGE�2 02140 a \ \ \ in \ SCHEDULEDFlNSH in SCHEOULEDFlNSH SO PANED FINISH • SDFPANEDELVISH SCHEDULED FINISH SCHEDULED FINISH " I MOF PANEL n � MDF PANEL MDF PANEL MDF PANEL I A10F PANEL — MDF PANEL VPOWERIDATA SCHEDULED PUNTED1'MOP PANEL SCHEDULED PMNTEDII'MDF PANEL SCHEDULED PMNTEO�MGF PANEL SCHEDULED PAINTED4'MOF PANEL MOUNTED ON 2 ___ MOUNTED ON'I MOUNTED ON7 MWNTTDON2 MCUPS. CUPS CLIPS CUPS.SCHEDULED PANTED1'MOP DROP DOWN SCHEDULED PAINTED MOP DROP DOWN PANELTASXDRAWERPROVIDE DROP DOWN HINGEPLYWOOD BACKING j PLYWOOD BACKING PLYWOOD SACKING PLYWOOD BACKING PROVIDE OROPDOWN HINGE PROVIDE FRAMING AS RECEPTACLE PROVIDEFRAMINGAS PROVIDE FRAMING AS PROVIDE FAMINE AS . REWIRED REQUIRED REOUIRED - REWIRED PROVIDE FRAMING AS - PROVIDE FRNANG AS II REWIRED REWIRED PROJECT TITLE SCHEDULEDFINISH \ BASEWLID FINISH SCHEDULED FINISH SCHEDULED FINISH BASE SCHEDULED FINISH BASE BASE BASE SCHEDULED FINISH 815E BASE FINISH FLOOR FINISH FLOOR FINISH FLOOR FINISH FLOOR - .FINISH FLOOR FINISH FLOOR CITIZENS BANK - BRANCH OFFICE HYANNIS LOUNGE MILLWORK SECTION LOUNGE MILLWORK SECTION LOUNGE MILLWORK SECTION - �1 LOUNGE MILLWORK SECTION_- LOUNGE MILLWORK SECTION LOUNGE MILLWORK SECTION 1 1 VUNG 311?=1'-0' B 112'=1'-0' 411 BARNSTABLE RD,HYANNIS,'MA "'CitizensBank,., PROJECT Na: 20IW82 s - DRAWING TITLE: LOUNGE MILLWORK DETAILS SCALE: A9 lndceieo A-816 Issue for Permit ISSUE DATE: 2/27117 l NO. DATE REVISION CONT.CROSS BLOCKING CUSHION TOP UPHOLSTERED IN UP-1 NOTE THERE ARE(2)IOENTCAL NARONIRING CORE TO ( BENCHES REWIRED �FjIED AR ' POWER h DATA _ �� •}y� 0 PLASTIC LAMINATE(L-I) MITERED JOINT TYP. APPLIED TO EXPOSED Q SEMI-EXPOSED SURFACES Tk OF 1h0' ON 3/4•PLYWO SUBSTRATE PLASTIC LAMINATE , (L-,)APPLIED TO EXPOSED t SEMISEAL - ' EXPOSED SURFACES r f J _ 1/4-LEVELER - 4'-g SECTION DETAIL-DISCOVERY TABLE - DISCOVERY BENCH ELEVATION D R L :t'5:iCtu4't Main titrra l- PLASTIC LAMINATE EL APPLIED TOj I f3uiE;iirlc 3;S rife 201 ALL EXPOSED AND DOP,JDc OUTLETS s SEMI-EXPOSED F——I——————————I——————————T——I - tiansfalci,P.1A JcU-fl-, DUPLEX DATA W/SATIN - SURFACES FINISH,STAINLESS - STEEL POP UP COVER 78 7-331-8Cid t CENTERLINE OF TABLE POP UP 3 GROMMET 0w t b . I �� -•i CITIZENS BANK I �mea 700 SPliten0eeel Cmm RImC PLASTIC LAMINATE POP UP POWER 3 DATA I-——I—— ————-—— —————————i—--- Crena .RI 02920 (L-1)APPLIED TO EXPOSED•SEMI- MEP Engineer.EXPOSED SURFACES I ! SILVER MOCKETT GROMMET SYSKA HENNESSY GROUP - C-t-t DAVID ELLOVTZ 2087 MASSACHUSE'I S AVE,5TH FLOOR . - - CAMBRIDGE.MA 02140 - PHONE 817-M4749 2'-0-. - - SECTION DETAIL-DISCOVERY TABLE DISCOVERY TABLE ENLARGED PLAN - 5 =ro- 2 1112—ry 5 1/2- - - MITERED JOINT TYP. PROJECT TITLE CUSHION TOP UPHOLSTERED DUPLEX OUTLETS k _ IN UP-1- DUPLEX DATA W/SATIN - FINISI.STAINLESS STEEL POP UP COVER [P[LASRD LAMINATE CITIZENS BANK EXPOSED 4t D TO BRANCH OFFICE EXPOSED SIREACES - �. HYANNIS - - PLASTIC LAMINATE (XPO)APPLIED To -EXPOSED SEMI- 411 BARNSTABLE RD,.HYANNIS,MA . PAINT WOOD BLOCKING FR S EXPOSED SURFACES tN AND AMEWORK TO Citizens MATCH P.LAM PROJECT No: 201SD82 . APRON BEYOND U - DRAWING TITLE: JJ4- 5 5 S- J• LOUNGE 4• MILLWORK DETAILS 4 SECTION DETAIL-DISCOVERY BENCH DISCOVERY TABLE ELEVATION O1rz=1•-0- - - 1 11rz'=1•-0'• SCALE: A91MiteteC . A-817 Issue for Permit ISSUE DATE: 2/27/17 ( NO. DATE REVISION --- --=--, FINISH SCHEDULE I I FCM-11 FLOOR j FLOORING - - P•1 WALL VB-2 BASE - - CT-1 FLOOR .. CODE DESCRIPRON MANUFACTURER/MODEL REMAPofS L-1 TABLE - P-1 WALL MIWKEN d I e MODEL MATCH MOHAWK'STEP UP U TILE' L/ SHEVIBNG 1 WALK-0FF MAT COLOR MATCH MOHAWK'9B9 OBSIDIAMMAIN ENTRY I PORCELANOSA CPT-1 FLOOR --- CT•1 FLOOR CT C61AA9C TIlERWWNO STYLE:URBATEK(24'X 24'%31F TILE) CIRCULATION AREAS THROUGHOUT �fyLEDA. VB-2 BWALLASE ---- - 1 INSTAL LATACREfE PERMACOLOR I'89 STACKEDSTAIR TREADS AND RISERS �v CFr-1 FLOOR CPT-1 FLOOR COLOR SAND NATURE QY- WALL PCr 1 FLOOR COLV&2 BASE n V67 BASE - I MB11OU SMOKE GRAY a x ICE AND M VB-1 BASE I �� CARPET TI. COLOR TE'EMMPO%00�736TE6�� WHERE NOTED NCF,OF PLANS I PATTERN:QUARTER TURN 71/OF VCT ARMSTRONII BACKO'NOUSEGENERAL 17%17 VINYL FLOOR TILE COLLECTION:E%CELON STONETEX 1 COLOR:FOREST MOSS FLOORING(U.O.N.) i /RITRS RS CT-1 I STYLE:52155 SEAL .. it ,, STNR NOSING VCT 17%1P'WNYL FLOOR TILE JOHNSONITE-SUP RESISTANT FLOORING BACK OF MOUSE WABHROOM9 / PROFILE WITH I. 2 COLOR:PRETTY PUTTY BCE \ PATTERR COLOR ESSENCE(VET) / VCT-2 FL R\ - SDP RESISTANT/ i LPT-1 FLOOR41 / R P-i W P-1 WALL \♦ THERMOPLASTIC \ V&1 BASE / \ RUBBER WEAR WALLS VB-2 BASE j SURFACE UP j \ / COLOR BLACK i / CODE DESCRIPTION MAMIFACNRERIMODEL REMARKS ' PW-11(1 WAR -- P 'ANT NUMBER OCA 17 SIMPLY WHITE O\ ♦ // pql BE'WAMDJ MOORS GENERAL PAINT ON WALLS _ -- V&2 BASE FINISH:MATTE P BENIAMIN MOORE MA. PALM - NUMBER Og117 SIMPLY WHITE DOORSIFRAMES CFF FLOOR I - FINISH:SEMI GLOSS WALL P SHERWIN WILLMMS / \ \ VB-2 BASE a PAINT NUMBER SWB927 GREENBELT ACCENT WALL COLOR / VCTQ FLOOR PA - I FINISH:EGGSHELL(SATIN LACQUER SPAYED FINISH I P-1 WAL I CPT-1 FLOOR P-S I M30 SHEEN AT MILLWORK FEATURE WALL SURROUND) 1 VB-1 Y P-2 WK-1 FLOOR j a P-1 WALL P JJ� BASE NOTE: VB.2 BASE e PALM NUMBER aD7�M BENMMIN MOORS KELLY GREEN E ACCENT WALL COLOR SEE 6/A-]02 FOR FEATURE WALL I FINISH:EGGSHELL i1N151E5 l.+l DR y^ l L{ It� S r lf,> BENJAMIN MOORS I . / 4 NUMBER 559.PARADISE VALLEY ACCENT WALL COLOR CT-1 FLOOR 1 r._._._.� \ I FINISH:EGGSHELL 0.1 WALL' 1\ I / I P C'!`r:SctJt,'1 mait^::i(fe?( VCT-1FLOOR VB-2 BASE r.-.-.-.-.� \I / I e PAINT NUMBER,BENJAMIN GINS Suildina!B,Suile2DI . . P-1 FINISH:MATTE TE SIMPLY WHITE - . BASE I I I fAs lsf.afr:,E1A 02(}.5 +, L. WALL BASE 78131 8547 IN j J _._.1 VCT-1 FMr' DESCRIPTION �qA�, P-1 WALL ERIZEN88ANK CODE MANUFACTURER J4N' 'lar,^,nttcels.ccTt11 I B 4'VINYL BASE JONNSONffE SACK OF HOUSE BASE(U.O.N.) VB-1 BASE 1 t I _ __ 1 NUMBER ICICLE WI clmnoseet C R ues oaE COVE BASE 1OO Sa Cranston,RI 02820 VCT-1 FLOOR _ VCT-1 FLOOR. P-1 WALL I• JOINSONRE THROUGHOUT.OFFICES, CPT-1 FLOOR P-1 WALL ,�- '__ B 4S MANDAUY BASE CIRCULATION AREAS VB-1 BASE 0.1 WALL VB-1 BASE _._I '�' _..J. 2 NUMANDALAY IYSS0B7 ADWSORYBLOUNGE(U.O.N.) MEPEr191— va2 . ! STSKAAEEP BASE MSLLOWIf GLASS .. ,\ 2D57 MASSACHUSETTS AVE,STH FLOOR I Y . _ P-2 � i _ CODE DESCRIPTION MANUFACTURER/MODEL REMARKS CAMBRIDGE,MA 02140 PHONE:617AB24749 —RED GLASS THICKNESS:1?THK I ° e TEMPERED GLASS THK7INES5:1N'THK OFFICE MILLWORK PARTITION I 2 I WINDOW FILM AMERICAN WINDOW FILM' FRONT EXTERIORWINDOWS . SPECIFICATION:UNKNOWN I I _ . I e WINDOW FILM. 9LI FILM PRESTIGE 70 OPR70 FILM GLASS PANEL ATAOWSORY T I I MILLWORK T PROPOSED GROUND FLOOR FINISH PLAN cooE oEscBPnoNq+ACT RER/MODEL REMARKSPROJECT TITLE '-0"1 55 I B COUNTERTOP STYLE:TK P O O 1 FINISH:MATTE - - I COLOR:CAMEO WHITE H H p ® O ® I VNR —DOH(/OAK SUBMIT STAINED FORMATCHARC IT TELLER BAR FRONT COUNTER CITIZENS BANK { ' e VENEER SUBMITIZENSASFORAR(%11TECT5 ANDCTIENS^PPR°VAL BRANCH OFFICE e WILSONART REAR TELLER WORK COUNTER HYANNIS STYLE WILSON ME—TEAK— LOUNGE MILLWORK • 1 FINISH:SOFT GRAIN' I e BREAK ROOM CABINET VERTICAL INATE '. LAM _LSOOAART NER WXNTE 015/80 SURFACES W/WHITE MELAMINE 411 BARNSTABLE RD,HYANNIS,MA L------_ ------------J S INTERIORS Citizens yp B PIONITE IV R F R�@ 6 S I1 B LAMPIAIE - STYLE ROCKY MOUNTAIN AT181 WITH TAWNY WHITE BREAK ROOM CABINET 4 MELCOR 11(COLOR THROUGH) COUNTERTOP PROJECT Na: 2018082 FINISH:SUEDE(LOW GLOSS TEXTURED) - TRANSITION DETAILS WHITE MELAMINE DRAWING TITLE: - _ e MELAMINE COLOR:9167 BASIC WHITER BREAK ROOM B ALL OTHER PROPOSED TYPE TSt-CARPET TO VCT TYPE TS2-STONE/PORCELAIN TILE TO CARPET TYPE TS3-STONEIPORCELAIN TILE TO VOT VISIBLE CT 5 FINISH:MATTE MILLWORwHEO INTEFUOR SERFnNCES f ROf�OSED NEW SCHEDULED DOOR NEW SCHEDULED DOOR THICKNESS.02 INCH s NEW SCHEDULED DOOR ,WHERE APPLICABLE) (WHERE APPLICABLE) a CONSTRUCTION PORCELAIN TILE PORCELAIN TILE 1 S CBNTE BAR PULLS - (WHERE APPLICABLE) � MT AMEROCK-EUROPEAN BAR PULL CABINET Pl1LL BREAK ROOM CABINETS /L NEW VINYL TILE FINISH:STAINLESS STEEL PLAN FINISH PLANS ALUTANUM'SCHLIITER ALUMINUM'SCHLU7ER NEW SCHEDULED (SEE ) 'SOHIENE'TRANSTTION STRIP RENOU-EUlW TRANSITION B CABINET PULL HAFELE TELLER LINE DRAWERS(SEE OR APPROVED EQUAL STRIP OR APPROVED EQUAL - y 124.02.921 DETAILS) FINISH:BRUSHED ANODIZED ALUMINUM SCALE: A.IntllCeleO al SCHEDULED CARPET SCHEDULED VCT 3T CABINET PULL FINISH:BRUSHED ANODIZED ALUMINUM DTELLELS,NE CABINETS(SEE CONN UNDER VINYL REDUCER STRIP TO 1 R—1 01 ALIGN UNDER DOOR COLOR TO MATCH / CARPET UNLESS OTHERWISE NOTED FLASH PATCH TO ALIGN SURFACES COLOR CHARTREUSE Issue fOr Permit (SEE FINISH PLAN) THIN SET BASE UP BENCH UPHOLSTERY DESIGN.. 3404501 _ THIN SET BASE - ' ISSUE DATE: 2127/17 NO. DATE REVISION FINISH SCHEDULE J FLOORING P2 P2 CODE DESCRIPTION MANUFACTURERIMODEL REMARKS MOHAWK LVT-1 FLOOR YM( WAL140FF MAT COLLECTION:TUFF STUFF NOT USED P-, WALL CPT-2 FLOOR 1�ytE0 ANGt,^ VB-3 BASE VBJ BASE B CERAMIC TILE FLOORING 9 RBATEK(233VX 23 y3•K 3w TILE) STAR UPPER LANDING , COLOR:SAND NATURE .. GROUT:111 W COLORSTUCI(,MANHATTAN 0 MOMINK CPT BRAND:LEES CARPET.. M CARPET TILE ULATION AREAS CIRC COLLECT N:EFRESH II THROUGHOUT AND OFFICES ' ' COLOR 959 REFRESHED 7N OF. ._....._::............. ... .:. ..... :::::::::.t . :::::.........: SIZE:24:%24' . _ :! .., INSTALLATION PATTERN:HERRINGBONE ... - - ARMSTRONG FL R I COLOR VINYL FLOORING RE - . ❑1 0.1 WALL V7 SITE 17 z77 51927 F116'THICK WALL IELD Y W7-1 T -.2 ..' - ARMSTRONG D FCLOSET SEAL GORING TP070 AREA _ o _______ _________ :. l.Vf NATURAL CREATIONS AR80RART KS VINYL FL FRUTWOOD ALABASTER BREAK VCT-, FLOOR .: 1 SIZE:4B'PLAN CALTILE P•, WALL CT-, FLOOR COLLECTION:LINDEN POND FT ,T X24-FLOOR TILE COLOR GPJGIOLP21 RESTROOM FLOORS ® VB3 BASE lid" . ��\J VB-1BASE e SIZE 17%24' GROUT:LATICRETE ........... Y INSTALLATION PATTERN:STAGGERED BRICKJOINT. RAVEN-45 y16' OVERLAP SHOULD NOT EXCEED 33% a FLOOR, -- - - WALLS . I P-1 WALL I - WT-1 I CPT-2 FLOOR ... CODE DESCRIPTION MANUFACTURER/MODEL .. REMARKS WALL SENJAMI MOORS BASE GENERAL PAINT ON WALLS B O VBJ - 1 PAINT MOONLIGHT WHITE,0011225, ..� EGSHELL FINISH P BENJAMIN MOORE 1A PAINT CLASSIC COLOR COLLECTION DCxMyFRAMES .. Architect .�� yL...,,..## ('''j('MOONLIGHT VMITE,00125, !'Frail lltecc..r3 F-l../MOONLIGHTSEMWLOSS FINISH P PAINT BENJAMIN MOORECLASSIC FOCUS_ CPi-2 ACCENT WALL FLOOR CPT-2 FLOOR CPT-2 FLOOR a GRAY HUSgE�COl1ECTION TOUCHDOWN ACCENT WALL - P-i .WALL_ P-1 WALL P-1 WALL EGSHELL FINISH 3y''J !I't nlI71E-`Jt(L£L _ VB-3 BASE BASE V ILOO P BENJAMINMOORS PEJI-I111is l..Suite 201 r e PAINT CLASSIC COLOR COLLECT ION MAIN AREA ACCENT WALLS NlansfFIC,fYlA'02C43 BALL 702 P-6 P-6 EGSHELL FINISH 781„33 1„85 h 1 P BENJAMIN MOORS myrm,'.i7 lard'liiecN.C(JTTO e PAINT CLASS IC COLOR COLLECTION OFFICE ACCENT WALLS O BOCA RATON BLUE,711 wner. EGSHELL FINISH Cff12ENB BANK COMA t P ,ODSOdmnoseM0 Road PAINT CLASSIC IN MOORS ' Crenebn,RI 02920 B' MAIDENHAIR FERN. N.SMCOLLECTION - COPY AREAACCENT WALLS .. MMOENHAI FERN.500 CPT-2 FLOOR CPT-2 FLOOR EGSHELL FINISH P•1 WALL P-1 WALL MEP Engineer: P BENJAMIN MOORE SYSKA HENNESSY GROUP VB-3 BASE VBJ BASE a PALM CLASSIC COLOR COLLECTION FLEX ROOM ACCENT WALLS C-b tDAVID ELLOWITZ . GRASSLANDS,502 CONE RDOMACCENT WALLS 2057 MASSACHUSETTS AVE,6TH FLOOR EGSHELL FINISH CAMBRIDGE.MA 02140 " P.5 P-5 C B TILE PHONE 617-M4749 COLLEC ❑ WT 37(B'WALL TILE COLLECTION:RITTENHOUSE SQUARE COLOR:ARCTIC WHITE 0190 - - SIZE:3'z6' RESRROOM WALLS INSTALLATION PATTERN:STAGGERED - GROUT:LATICRETE ' - BRICK-JOINT SILVER SHADOW-66 INSTALL 1Q WAY UP WALL,BULLNOSE FOR TOP NOW , WALL BASE - CODE DESCRIPTION MANUFACNRERIMODE. I REMARKS - B4•RUBBER WALL ROSE JONNSONIIE THROUGHOUT 4•RUBSERWALLBASE COLOR MOON ROCK 29 CARPET:STRAIGHT BASE.DCT434 RESILIENT FLOORING:OOVED BASE,DC63.4 1 'PROPOSED SECOND FLOOR FINISH PLAN GLASS PROJECT TITLE to=r4r CODE I DESCRIPTION I MANUFACTURER/MODEL REMARKS GL TEMffEREDGIAS$ THICKNESS:I.-THK. CI , TIZENS BANK 8 BRANCH OFFICE HYANNIS MILLWORK CODE DESCRIPTION MANUFACTURER/MODEL REMARKS DUPONT cowAN SOL 0 SURFACE - 411 BARNSTABLE RD,HYANNIS,MA WIGAN COLLECTION:TERRA BREAK ROOM CABINET Citizens ar p� B COLOR:ANT12MM COUNTERTOP XX D ig i e s- gam, • COLOR ANTA2MM der 9. B 0 . •4•HIGH BACK SPLASH AND SIDE SPLASH WHITE MELAMINE PROJECT NO:, 2016DO2 TRANSITION DETAILS MEINE COLOR:9167 BASIC WHITE I BREAK ROOM&ALL OTHER eLAM FINISH:MATTE MILLWOR(INIERIOR(NOTVISIBLE 4 GRADE C9 WHEN CLOSED)SURFACES DRAWING TITLE: THICKNESS:.@ INCH D.5 MM PROPOSED e TYPE TS-1-CARPET TO VCT TYPE TS-2-STONE(PORCELAIN TILE TO CARPET TYPE TSJ-STONE/PORCELAIN TILE TO VCT KITCHEN _ NEW SCHEDULED DOOR - NEW SCHEDULED DOOR B RATE -PFUORENCE WALNUT 799338 ACES ANEDDN^WER '"�` . CONSTRUCTION NEW SCHEDULED DOOR (WHERE APPLICABLE) - (WHERE APPLICABLE) -FINE VELVET FINISH /� t (WHERE APPLICABLE) PORCELAIN TILE PORCELAIN TILE MT AMEROCK-EUROPEAN BAR PULL PLAN . !INISH NYL TILE CABINET PULL UTER 5•CENTEBARPULLS BREAK ROOM CABINETS, NEW SCHEDULED PLANS) 'SCHIENE'TRANSITION STRIP RREUNOLLEU11)OMINU LTRANSITON FI/45H:STAINLESSSTEEL OR APPROVED EQUAL STRIP OR APPROVED EQUAL.SCHEDULED CARPET SCHEDULED VCT CABINET PIRl �� LRSUNE DRAWERS ISLE SCALE: Ae lnOirateE FINISH:BRUSHED ANODIZED ALUMINUMNYL REDUCER STRIP H B B CABINET PILL FHIN SH:BRUSHED ANODIZED ALUMINUM ��LITJE CABINETS(SEE F' 02 ALIGN UNDER DOOR COLOR TO MATCH 3 'FINISH: FELL 4 DETAILS)- - CARPETUNLESSOTHERWISENOTED FLASH PATCH TO ALIGN SURFACES - ISSUB(O7PermR (SEE FINISH PLAN) THIN SET BASE THIN SET BASE ISSUE DATE: 6/28/17 REVISION ABBREVIATIONS SYMBOLS LEGEND FIRE PROTECTION SPECIFICATIONS GENERAL NOTES "a °A'E 2/22017 BID/PETRMIT 4212017 ADDENDUMN I ;ANNOTATION A. ALL REFERENCES IN THIS SPECIFICATION T0: ..7. SPRINKLER PIPING SHALL BE INSTALLED FOR COMPLETE SYSTEM 3. ANCHOR BOLTS SHALL BE DRILLED-IN AND STUD-WEDGE OR DRAINAGE 'FEMALE-WEDGE TYPE IN ZINC-COATED$IEEE 1.CONTRACTOR SHALL VERIFY allSTING PIPING RUNS AND CONDITIONS WADI THE NEW AFF ABOVE FINISHED FLOOR 1. NFPA 13 SHAL BE REFERRED TO AS NFPA 13 STANDARD FOR THE WORK PRIORTO START. - - AFG ABOVE FINISHED GRADE 'INSTALLATION OF SPRINKLER ss EMS 2007 EDITION. & CONNECT SPRINKLER PIPING TO WATER-SERVICE PIPING FOR SERVICE 4. INSTALL HANGER-ROO STIFFENERS WHORE REWIRED M PREVENT . ENTRANCE TO BUILDING.INSTALL SHUTOFF VALVES,BACKFLDW- BUCKLING NG OF HANGER RODS DUE TO SEISMIC FORCES. 2.CONTRACTOR SHALLOBTAINALL PERMDSAND FILE ALL WORKOICLUDING DETAIL REFERENCE 2 NFPA 241 STANDARD FOR SAFEGUARDING CONSTRUCTION.ALTERATION AHJ AUTHORITY HAVING ! ' 1 I PREVENfEn,PRESSURE GAGE DRAIN AND REQUIRED INDIRECT DRAIN 5 PI PING IpO1G RESTRAINTS SHALL BE SPACED FOR LATERAL SUPp01i15 A DETAIL NO. AND DEMOLITION OPERATIONS 2004 EDITION PIPING AND OTHER ACCESSORIES AS SHOWN ON FIRE PROTECTION HYDRAULIC CALCULATION WITH THE AUTHORITY HAVING JURISOGTIONARDOWINEIRS JURISDICTION FP-501 MAXIMUM OF 40 FEET O.C.AND LONGITUDINAL SUPPORTS A MAXIMUM INSURANCE CARRIER `i FOUND IN FP-501 9. THE THIS SPRINKLER SYSTEM SHALL BE DESIGNED UNDER THE BSI H RSER DETAIL ON FIRE PROTECTION DRAWNM OF 80 FEET D.C.RESTRAINTS SHALL BE REQUIRED AT A CHANCE OF - A11T0 AUTOMATIC € EDITION OF THE MASSACHUSETIS BUILDING CODE S. FILL WET PIPE SPRINKLER SYSTEA.PIPING WITH WATER. DIRECTION LONGER THAN 12 FEET. S.COORDINATE All WORK WITH OTHERTRADES PRIORTO START OFwORK __......._........._._.................._....._.•__-...___..._.............-............._ .C. ALL WET PIPING SYSTEM AND COMPONENT SHALL BE LISTED FOR 10. AFTER mmA LATION.CHARGE SYSTEMS AND TEST FOR LEAKS.REPAIR 6. ANCHOR BRACING TO STRUCTURE AT FLANGES OF BUMS.AT UPPER 4.SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL AUX AUXILIARY O ESHEET KEYNOTE 175-PSG UNLESS HIGH-PRESSURE PIPING SYSTEM IS INDICATED ON LEAKS AHD RETEST UNTIL NO LEAKS IX6r. TRUSS CHORDS OF BAR JOISTS,OR AT CONCRETE MEMBERS. REFLECTED CEILING PUNS. .. �, ........ PLANS.ALL COMPONENT AND PIPING IN HIGH PRESSURE SYSTEMS SHALL ............ ......... BE LISTED FOR 300-PSIG WORKING PRESSURE 11.INSTALL FLANGES,FLANGE ADAPTERS.OR COUPLINGS FOR 7. INSTALL FLEXIBLE CONNECTIONS IN PIPING WHERE THEY CROSS ( S.ALL SPRINKLER HEADS SHALL BE INSTALLED AT CENTER OF CEILING TILES. t APPARATUS.AN ENT SEISMIC JOINTS. - Of BFP BACKFLOW PREVENTOR REVISION CLOUD HAIANG NPS 2 PIPING ON VALVES, D EQUIPMENT NT5. SY Na�,N. . 1 D. LOCATIONS AND ARRANGEMENTS:DRAWING PLANS.SCHEMATICS,AND HAVING NPS 2-1 2 AND LARGER END CONNECTIONS. kJ` BLDG BUILDING :(DELTA I) D%WM INDICATE GENERAL LOCATION AND ARRANGEMENT OF PIPING. / 0. EQUIPMENT VALVE AND PIPE LABELS. S.SCHEDULE ORANDOMM OF EXISTING SPRINKLER SYSTEM WITH OWNER PRIORTO n INSTALL PIPING AS INDICATED.AS FAR AS PRACTICAL. 12.REAM ENDS OF PIPES AND TUBES AND REMOVE BURRS.BEVEL PLAIN START OF WORK yt7 -G ............................__._....................f.........._......._.............-.......... ENDS OF STEEI.PIPE 1. EQUIPMENT AND WARNING SIGNS 9WJ-BE MULTMYER PLASTIC. tir NlCu� 1..... ..... POINT OF E_ FIRE-HYDRANT FLOW TEST RECORDS INDICATE THE FOLLOWING CONDITIONS: MULTICOLOR,1/B ARCH TIRGN,WTM PREDPoLIJ71 HOLES FOR T.TESTING OF SPRINKLER SYSTEM IN ACCORdANCE WADI NFPAAND LOCAL CITY 1. - I. VALVES ATTACHMENT FWIOWARE,LETTER COLOR WILL BE WHITE WITH A RED BUILDING CODE i , CLG CEILING CONNECTION 1. DALE 1z/2016 BACKGRQU LABEL SIZE Nor LESS THAN 2 1 2 INCH BY 3 4 - F ea0................................................................................................................. ND. I' I 1. DOWNSTREAM OF BACKIFUGN SHALL BE UL LISTED OR FM APPROVED CP CHROME PLATED !POINT OF 2. PEIRFORMFD BY:AYSON PAYTON - EXCEPT FOR DRAIN VALVES.REGARDLESS OF LISTING REQUIREMENTS INCH WITH i/2 INCH LETTER.FASTENERS SK41 BE STAINLESS-STEEL -D- !DISCONNECTION ( 3. LOCATIII'OF FLOW TEST:AWN ST. THE PRESSURE RATING SHALL BE 175 PSI.UNLESS HIGH PRESSURE PERMANENTADHESIVE.COMPATIBLE WS OWITH�a ANW CONTACT-TYPE uBTPATE _. (D) EXISTING TO BE DEMOLISHED .._......_...._._._.._N..................._.._._._._� 4. STATIC PRESSURE:73 PSG. UTILIZE FITTINGS FITTINGS RA IS TED OFOR 300GS HIGH PRESSURE SYSTEMS SMALL BE 2. LABEL coNTFxT SHALL INCLUDE EQUIPMENTS DESIGNATION OR AT DEMO DEMOLITION I FIRE PROTECTION LINES 5. RESIDUAL PRESSURE 58 PSIG. - 2. OSSY GATE VALVES SHALLR BE CAST OR DUCTILE IRON MANUFACTURED UNIQUE EQUIPMENT NUMBER. DIAL DIAMETER O 6. HYDRANT FLOW:1130 GPM. BY OR HAMMONDD VALVE ENDS.OR MILWAUKEE VALVE COMPANY WITH FLANGED 3. THE EQUIPMENT MID VALVE LABEL SCHEDULE SHALL INCLUDE EACH NEW PIPING 7. THE SPRINKLER CONTRACTOR SHALL OE9GN AND INSTALL A THE - ITEM OF EQUIPMENT OR VALVE TO BE LABELED,ON B-1/2 ITCH BY SHEET INDEX ON DOWN SPRINKLER SYSTEM,THE SYSTEM SHALL COMPLY WITH ALL CODES 3. CHECK VALVES 91ALL BE SWING CHECK TYPE MANUFACTURED BY -I I INCH BOND PAPER.A TABULATE EQUIPMENT AND VALVE - VICTAUUC WITH PROVISIONS INDICATED A PRESSURE,RATING OF 300 PSIG. IDENTIFICATION NUMBER AND WHERE EQUIPMENT IS LOCATED AND CON DPAV DRY PIPE ALARM VALVE --- BRA INDICATED ON THESE DRAWINGS.THE INCLUDING ROOM AND VALVES NORMAL OPERATING POSITION.THE (E) i EXISTING TO REMAIN SPRNKLER CONTRACTOR HYDRAULIC CALCULATIONS SHALL BE BASED 4. INDICATING-TYPE BUTTERFLY VALVES SHALL BE TYOO OR VICGUUC SCHEDULE SHALL DE INCLUDED IN OPERATION AND MAINTENANCE DWG DRAWING .. E ...... �. ...........: ON THIS HYDRANT FLOW TEST. VALVES NPS 1-1/2 AND SMALLER SHALL RAVE THREADED ENDS. DATA. - NO. TITLE I EXISTING TO BE 10 PSIG,SAFETY FACTOR SAL REMAIN AVAILABLE ON - VALVES NPS 2 AND LARGER SAL BE FLANGED OR GROOVED.WITH HYORWLIC CALCULATIONS INTEGRAL 115-V AC,SINGLE-CIRCUIT.SUPERVISORY SWITCH 4. WARNING SIGNS SHALL INCLUDE CAUTION AND WARNING INFORMATION, •E- ---(D)------I FP-001 FIRE PROTECTION SPECIFICATIONS AND ABBREVIATIONS - _ IDEMOLISHED INCLUDING VISUAL INDICATING DEVICE. PLUS EMERGENCY NOTIFICATGN INSIRLICIpNS. E)IEX EXISTING TO REMAIN ,. .. ....-..:...." 8. THE HYDRANT FLOW TEST RESULTS swill BE USED ON THE FIRE . ( ' - CONTRACTOR'S HYDRAULIC mcu.AmONS. 5. NON-LISTED DRAIN VALVES SKULL BE BALL TYPE AND MWUFPCTLIRED 5. PIPE lABE15 SFWL BE SFJ-F-ADHESNE,RED fl4Cl(GRCIND WITH FP-101 FIRE PROTECTION FIRST FLOOR PLAN FITTINGS BY ANY ONE OF THE FOLLOWING:FIRE-END k CROKER WHITE PREPRINTED LETTERING INDICTING SERVICE AND SHOWING ELEC ELECTRICIELECTRICAL CORPORATION,KENNEDY VALVE,MILWAUKEE VALVE OR VICTAUUC FLOW DIRECTION.THE CONTENTS OF THE LABEL SHALL INCLUDE EQUIP EQUIPMENT F. SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS SHALL BE BASED ON: COMPANY. IDENTIFICATION OF PIPING SERVICE AND AN ARROW INDICATING FLOW FP-102 FIRE PROTECTION SECOND FLOOR PLAN E 4 CAPPED OUTLET 1. LIGHT HAZARD SHALL INCLUDE AREAS SUCH as:CHURCHES, DIRECTION.THE MVER!NG SIZE SHALL BE 1-1/2 INCHES HIGH. LIBRARIES EXCEPT STACK AREAS,OFFICE AND PUBLIC AREAS, 8. INSTALL ISfED FIRE-PROTECTGN SHUTOFF VALVES FP301 FIRE PROTECTION DETAILS _ ..._..._.._.�._._ _,.....___ SUPERVISED-OPEN.LOCATED TIT CONTROL SOURCES OF WATER .6. VALVE TAGS SHALL BE STAMPED WITH 1/4 INCH LETTERS FOR 'F FAHRENHER ;PIPING CONN- RE�QOUL!�! AREMs,SEATING AREAS,ATTIC SPACES WITH No SUPPLY.INSTAL PERMANENT IDENTIFICATION SIGNS INDICATING ' PIPING-SYSFEM ABBREVIATION AND 1/2 INCH NUMBERS,THE .. `BOTTOM ACCESS FOR STORAGE,COMPUTER/SERVER ROOMS.MID THE DENSITY PORTION OF SYSTEM CONTROLLED BY EACH VALVE MATERIAL IS BRASS,0.032 INCH THICK,WITH PREDRILLED HOLES FOR ^ - FLR FLOOR , ..... .: ...... ....� SHALL BE 0.10 GPM OVER ANY 15OD-SQ.Fr AREA ATTACHMENT HARDWARE FASTENED WITH BRASS S-HOOK,THE LETTER - FP FIRE PROTECTION O <PIPING CONN-UP 7. ANTIFREEZE LOOP SHALL BE INSTALLED AS PERMITTED PER NFPA 13 COLOR SHN.L BE RED. . ............ : . I ORDINARY HAZARD.GROUP i 91ALL INCLUDE AREAS SUCH AS: SECTION 7.6 7. COORDINATE INSTALLATION OF LABELS IDENTIFYING DEVICES WITH 5;V;--'-,D=man k L G ..................................... ..............................................................i STORAGE AR PARKING AREAS,BUILDING SERVICE AREAS,ROOMS. AL a. A ADDITIONAL ANTIFREEZE PLACARD SHALL BE INSTALLED AT THE - LOCATIONS OF ACCESS PANES AND DOORS.(STALL LABELS ON C PIPING CONN-DOWN STORIAfE AREAS,WINDPoES,MECHANICAL EQUIPMENT ROOMS,AND MAN FIRE PROTECTION BADKFLOW DEVICE EACH ITEM PIECE OF EQUIPMENT. - ACct�)t�iG'Csr i_j GAL GALLON - RESTAURANT SERVICE AREAS AND TIE DENSITY SHALL BE 0.15 GPM b. THE ANTIFREEZE SOLUTION USED SHALL BE LISTED FOR USE IN OVER ANY 1500-SO.FT AREA - B. THE PIPE LABEL LOCATIONS SUIT BE NEVI EACH VALVE AND i GALV GALVANIZED - ,_ � � FFFIRE PROTECTION IREFIGHTERPC38STSIEMS SUCH AS ICE CHAR FS Ct CONTROL DEVICE,NEAR EACH BRANCH CONNECTION EXCLUDING E SHORT TAKEOFFS.MARK FACT PIPE AT BRANCH,NEAR PENETRATIONS - " GC GENERAL CONTRACTOR 3. THE AREA OF DESIGN FOR LIGHT HAZARD AND ORDINARY K47ARD C. THE PIPING ARGENT SHALL BE AS ILLUSTRATED IN NFPA 13 THROUGH WAILS,FLOORS,CEILINGS,AND INACCESSIBLE ENCLOSURES, 905 South Iti am S?rEBL' GPM GALLONS PER MINUTE SHALL BE INCREASED BY 30%IF THE ANGLE OF ROOF OR CEILING FIGURE 7.6.6.3 AT ACCESS DOORS.AND SIMILAR ACCESS POINTS THAT PERMIT VIEW _ �6UtlCiint;.B,iiUilf:2C)1, - SPRINKLER HEADS EXCEEDSS A PITCH OF 16.7 PERCENT INCLINE OR THE SYSTEM G A d. THE EXPANSION TANK BULL HAVE A TANK VOLUME ON NO LESS OF CONCEALED PIPING•NEAR MAJOR EQUIPMENT AND OTHER POINTS -HH- !______.....__._____;_.__ DRY PIPE OR DOUBLE INTERLOCKED SYSTEM,IF BOTH OCCUR THEN THEN 0.7 GAL WITH AND ACCEPTANCE VOLUTE OF 0.3 GAL. OF ORIGINATION AND TERMINATION.SPICED AT MAXIMUM INTERVALS Mansfield,ield,;'VIA 02048 .._.:...._.............:......__...........,.__j THE INCREASE IN AREA SHALL BE 60%. THE TANK SHALL BE PRE CHARGED 70 80 PS. (TIRa S OF 30 FEET METING EACH RUN. - HEATING,VENTILATION,&AIR 1 PENDANT SPRINKLER I BASED ON ANTIFREEZE SYSIEI VOLUME NOT TO EXCEED 10 9. VALVE-TAG SCHEDULE SELL INCLUDE FIRE WATER ENTRANCE.. - /81-331-8541 - H CONDITIONING . VAC ! GA_)SHOULD THE VOLUME EXCEED THIS CONTACT THEN WET-PIPE SPRINKLER SYSTEM AND ANTIFREEZE SPRINKLER SYSTEM. _ WVVLV.dTirJr f,I'Sited S.COFIY:.......................................................................................................... 4. THE AREA OF DESIGN FOR LIGHT HAZARD AND ORDINARY HAZARD !PENDANT ON DROP SHALL BE REDUCED AS INDICATED IN NFPA 13 FIGURE 112-323.1 PROTECTION ENGINEER. A. INCLUDE AND WERE TAMPER SWITCHES ON VALVES. P. PIPE HANGERS AND ASSEMBLIES E NIPPLE { IF THE SPRINGERS ARE QUICK RESPONSE TYPE THAT ARE USED IN 0- IN INCH ..__ __.._._.._._.._._:....____,.L........-.,..__..........._...._.._...__1 A WET PIPE SYSTEM,AND THE CEILINGS 6 LESS THAN 20 FEE TAIL. 1. SCHEDULE 40 STEEL NON-WVINQED PIPE SAL BE USED ON 1. PIPE 1AMM S.BEAM CLAMPS,AND ACCESSORIES SHALL BE CrllzBdI - c7 €€SIDEWALL i WITH NO SIGNIFICANT OPENINGS AS INDICATED IN SECTION&&7 AND ANTIFREEZE LOOP. MANUFACTURED BY EAION B-ODE A DIVISION OF COOPER SAW '•I' T 1 SPRINKLER 8.&7 OF NFPA 13.THIS REDUCTIONS S41L NOT BE APPLIED TO 8. BALL DRIP VALVES 91ALL BE MANUFACTURED BY TYCO,AUTOMATIC INDUSTRIES.THE HANGERS SHALL BE UL LISTED AND FM LISTED. ISO Scd w t Cs Road _ ANY AREA THAT CONTAINS STOWAGE OVER 8'TAIL DRAINING,BALL CHECK TYPE WITH THREADED ENDS AND INSTALLED cm dw%RI am JC JANITORS CLOSET SIDEWALL�.� � oN Euw FIRE DEaamMENT coNNEc1aH '2. wINGERS SUPPORTING PIPES 2 INCH AND SMui�swu BE - ADJUSTABLE STEEL SNIVEL RING(BAND TYPE)HUNGER,COOPER *, SPRINKLER S. TOTAL COMBINED HOSE-STREAM DEMAND REQUIREMENT SHALL-BE 100 J. INSPECTOR'S TEST FITTINGS SNVL BE BRONZE AND MANUFACTURED BY B-LINE YODEL 83170. I@�! !EXTENDED GPM FOR 30 MINUTES IN LIGHT HAZARD OCCUPANCIES AND 250 GPM AGF MANUFACTURING INC.THE UNIT SIZE SHALL BE THE SAME SUE AS MENNEWY GROUP MAX MAXIMUM -__._______ ______ FOR 60 MINUTES IN ORDINARY HAZARD GROUP 1 OCCUPANCIES, PI AND EQUIVALENT OF THE J. ADJKANUSTAERSBLE SUPPORTING CLEWS WSPIP HANGER. -UN UP 10 3 INCH:SUl1 BE ��SYWA �B THE PE WI CONNECT TO SELL FLOW THE QUN ADJUSTABE STEEL CLEV15 B-LINE 83100. . MECH MECHANICAL O UPRIGHT SPRINKLER I G. SUBMITTALS SHALL BE PROVIDED FOR: LEAST FLOWING SPRINKLER IN 71E SPRINTER ZONE 10 POST ORif.S ea SUITE 7I8 ...._....____._...,_.........-___._._.` 4. HANGERS SUPPORTING PIPES 4 INCH UP TO 24 INCH,SHALL BE 80STOA IN C2100 MFR MANUFACTURER ...-........-................._..____. 1. PRODUCTS SPECIFIED HENS INDICATED IN THIS SPECIFICATION SHALL H AUTOMATIC SPRINKLERS ADJUSTABLE STEEL CLEWS HANGER,B-UNE 83102.PIPES THAT PHONE M74ME4745 UPRIGHT SPRINKLER BE THE BASIS OF DESIGN ITEMS,ALTERNATE PRODUCTS MAY BE 1. AUTOMATIC SPRINKLERS WITH HEAT-RESPONSIVE ELEMENT SHALL L BE (REQUIRE HORIZONTAL MOVEMENT SAL USE B3142 CLAMPS AND MIN MINIMUM OR MINUTE ¢ SUBMITTED FOR CONSIDERATION THAT ARE EQUAL IN QUALITY AND MANUFACTURED BY TYCO AND RATED FOR 175 PSIG(REFER To B3200 EYE NUTS. €ON RISER NIPPLE DESIGN,ALL REVISONS REQUIRED TO ACCOMMODATE THE ALTERNATE DRAMNGS FOR MODEL K-FACTOR AND TEMPERATURE).UNLESS 5. TRAPEZE HANGERS SHALL BE CONSTRUCTED FROM B-UNE 822 - -N- .. .---.-.....-, PRODUCT SHALL BE AT THE EXPENSE OF THIS CONTRACTOR NOTED OTHERWISE ON DRAWINGS SPRINKLER FINISHES AND STRUT MOUNT PIPES TO TRAPEZE B-LINE 82000 SERIES PIPE INCLUDING ANY WAC,ARCHTTECTURAL OR ELECTRICAL REVISIONS ESCUTCHEONS SAL BE CHROME RATED AND SEMI RECESSED.THE STRAPS. NC NORMALLY CLOSED ® WINDOW SPRINKLER REQUIRED, - J MAXIMUM PROTECTION AREA RR SPRINKLER SHALL NOT EXCEED HIS & VERTICAL SIIPPORIS SHALL USE B LINE 83373 STEEL RISER CLAMPS MRA HSNNK%T NATIONAL FIRE PROTECTION v- -""�"" 2. CONTRACTOR 91ALL CLEARLY INDICATE ON SUBMITTAL ANY UL LISTING.NFPA SUBSTITUTIONS FOR PRODUCTS.FAILURE TO INDICATED MAY RESULT GROUP ASSOCIATION - 2. SPPoNGIIt OER05 SHALL BE INSTALLED WHERE INDICATED ON 7. BEAT CLAMPS SHELL COOPER BLITHE 6SS OR 68W WHERE PIPING S IN REMOVAL OF PRODUCT AT CONTRACTORS EXPENSE - .�m+a.+wa.wAz TUTS NOT TO SCALE PLANS SFWl BE LISTED FOR USE WITH SPRINKLER- BE STRAP 699..NO ONE CCLAMPPSS ALL NOT EXCEED 6600 - 3. PIPE AND FITTINGS DOWN STREAM OF BACKFLOW DEUCE. 3. INSTALL SPRINKLERS IN SUSPENDED CEILINGS IN CENTER OF HAMM POUNDS POINT LOAD INCLUDING WEI:14T OF WATER. ID�pmtt OOmo cS4ae�•EK -0- 4. BACKFLOW DEVICES. DIMENSION OF ACOUSTICAL CEILING PANELS. S. CONCRETE INSERTS SHALL BE COOPER 8-LINE AWA-37 OR AWA-50 Sub 725 - OC - ON CENTER - 5. SHOP DRAWINGS ARE REQUIRED FOR FIRE-SUPPRESSION SYSTEMS. 4. DO NOT INSTAL PENDENT OR SIDEIVALL.WET-TYPE SPRINKLERS 1N WEDGE ANCHOR INSERT.AND SULL ATTACH TO ROD WITH COOPER Boston•w`�IN ' INCLUDE PLANS.ELEVATKONS•SECTIONS DETAILS,AND ATTACHMENTS AREAS SUBJECT TO FREEZING. > S-UNE ROD COUPUNG 83220 OR B3202 TURNBUCKLE Tel:617.57TISM. OD OUTSIDE DIAMETER - TO OTHER WORK, F-617ST7.9191 L FIRE SUPPRESSION SUPERVISORY EQUIPMENT 9. ATTACHMENT TO WOOD STRUCTURE SKULL BE WITH COOPER B-UNE -.Y*.- -P- 6. DEVIATIONS FROM APPROVED SHOP DRAWINGS REQUIRE PRIOR APPROVAL FROM ENGINEER. 1. VALVE SUPERVISORY SWITCHES SHALL BE ELECTRICALLY SUPERVISED, PART#78 ALL STEEL CEILING PLATE OR PART 058 THREADED SIDE N ft® . PLBG PLUMBING SINGLE-POLE,DOUBLE-THROW SWITCH WITH NORMALLY CLOSED BED BST' . 7. FIRE DEPARTMENT CONNECTION.INCLUDING CONNECTION SIZE AND CONTACTS MANUFACTURED BY POTTER ELECTRIC SKINAL COMPANY.. 10. HUNGER RODS SHALL BE CONTINUOUS THREADED RODS.USE PROJECT TITLE PSI POUNDS PER SQUARE INCH TYPE(VERIFY WITH LOCAL FIRE DEPARIWDM. - 2. AIR AND WATER PRESSURE CAGES SHALL BE MwWACTURED BY ADJUSTING LOCKNUTS AT UPPER ATTACHMENTS AND HUNGERS. " -S- 8. ALL.ITEMS THAT CONTAIN CONTROL WIRING. AMETEK:US.GAUGE MODEL 1555,THE DIAL SIZE SHALL BE 2-1/2 11. PIPE MANGERS STALL BE ZINC PLATED. - INCH DWMEIER,THE PRESSURE GAGE RANGE SHALL BE 0 TO STATIC SP SPRINKLER,SPRINKLER PIPING 9. CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVEGROUND PRESSURE ROUNDED UP TO THE NEAREST 100 POUNDS PSG NOT 12. SIRUT CHANNELS SHALL BE PRE-GALVANIZED. AND UNDERGROUND PIPING. TO EXCEED 400 W. PING SHALL BE UnZENS BANK " SO FT SQUARE FEET 10.ARAM VALVES. t1..SUPPORTED WITH 3/SMALLER BAINCCH AL THREAD ROD KNOT EXCEEDING 7 BRANCH OFFICE -T. 11. ANY PRODUCT IN THIS SPECIFICATION THAT REQUIRED BOTH UL AND M. SLEEVES AND SLEEVE SEALS FEET ON CENTER .1HYANNVS TYP TYPICAL FM LISTING 1. SLEEVE-SEAL SYSTEMS SHALL BE USED ON EXTERIOR CONCRETE- 14. ARMOVER PIPING HANGERS 91ALL BE LOCATED WITHIN 24 INCH OF _ 12- SLEEVE SEA SYSTEMS. WALLS AND SLABS-ON-GRADE,SLEEVE-SEAL SYSTEMS 94A L HAVE SPRINKLER IF RESIDUAL WATER PRESSURE S LESS THAN 100 PSG. .U. - SEARING ELEMENTS OF EPDY-RUBBER INTERLOCKING LINKS SHAPED PRESSURES OVER 100 PSIG SHALL REQUIRE HANGER WITHIN 12 INCH 13.SPRINKLER CABINET INCLUDING QUANTITY AND TYPE OF SPRINKLER TO FIT SURFACE OF PIPE.THE PRESSURE PLATES,NUTS AND BOLTS OF SPRINKLER AND SHALL RAVE A SURGE RESTRAINER. ALIT BARN3TABLE RD, HYANNIS, AM UL UNDERWRITERS LABORATORY INCLUDED WITH CABINET. SHALL BE CONSTRUCTED OF STAINLESS STEEL 15. 2"FIRE PROTECTION PIPING SHALL BE SUPPORTED WITH3/B INCH -V_ TALL INSPECTORS TEST FTT11NG5. 2. STANDARD SLEEVES SMALL BE GALVANIZED-STEEL-PPE SLEEVES ALL THREAD ROD NOT EXCEEDING 10 FLIT ON CENIOR w a 15. PROVIDE SUBMITTALS FOR EACH TYPE OF SEISMIC PRODUCT USED. SHALL BE SCHEDULE 40.ZINC COATED SLEEVE SHALL BE REQUIRED 'j V VOLT OR VEIN FOR PIPING PASSING THROUGH PENETRATIONS IN FLOORS,PARTITIONS, 16. 2-1/2 INCH FIRE PROTECTION PIPING SHALL BE SUPPORTED WITH ._. .-_. __..._ __.._: x 16. SPARE SPRINKLER CABINET SHALL BE RED STEEL WITH HINGED RDOFS,AND WALLS,SLEEVES ARE NOT REQUIRED FOR CORE-GRILLED 1/2 INCH ALL THREAD ROD NOT EXCEEDING 11 FEET ON CENTER. - PROJECT Na 2MSOBt - COVER THAT 6 WALL-MOUNTED,AND WITH SPACE FOR MINIMUM OF HOLES.INSTALL STANDARD SLEEVES FOR PIPES PASSING THROUGH 17. 3 INCH FIRE PROTECTION PIPING SHALL BE SUPPORTED WITH 1/2 SIX SPARE SPRINKLERS PLUS SPRINKLER WRENCH.INCLUDE NUMBER INTERIOR PARTITIONS. OF SPRINIQERS REQUIRED NT NFPA 13 AND SPRINKLER WRENCH. INCH ALL THREAD ROD NOT EXCEEDING 12 FEET ON CENTER. DRAyWp 7mE INCLUDE SEPARATE CABINET WITH SPRINKLERS AND WRENCH FOR I FIRE-BARRIER PENETRATIONS SHALL MAINTAIN FIRE RATING OF WALLS, IS, 3-1/2 INCH FIRE PROTECTION PIPING SHALL NOT BE ISO. EACH TYPE OF SPRINKLER USED ON PROJECT. PARITTIONS•CEILINGS.AND FLOORS AT PIPE PENETRATIONS SEAL PIPE PENETRATIONS wITH FRESfOP MATERIALS. 19._4 INCH FIRE PROTECTION PIPING SHALL BE SUPPORTED WITH 5/8 - .FIRE PROTECTION H. STEEL PIPE AND FITTINGS M.ESCUTCHEONS FOR FIRE-SUPPRESSION PIPING INCH ALL THREAD ROD NOT EXCEEDING 14 FEET ON CENTER. - F y I. MOTIONSSPRINKLE PIPING SHALL DETERMINED PERYIN WITHSTAND TO THE EFF3E.CTS OF EARTHQUAKE 1. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS Of WALLS, 20.5 IN FIRE PROTECTION PIPING SHALL NOT BE USED. SPECIFICATIONS CEILINGS,AND FLOORS, 21. 61NCH AND LARGER FIRE PROTECTION PIPING SHALL BE SUPPORTED - 2. 4V21 AND SMALLER PIPE SHALL.BE SCHEDULE 40 BUCK-SIEELL 2 ESCUTCHEONS SKULL BE SPLIT-PUTS,STAMPED-STEEL TYPE WITH WAIN 3/4 INCH All THREAD ROD NOT EXCEEDING 17 FEET ON AND ABBREVIATIONS PNE THREADED ENDS. CONCEALED HINGE AND A CHROME-PLATED FINISH. CENTER• 3. T AND LARGER PIPE SHALL BE SCHEDULE 10.BUCK-SELL PIPE 3. PIPING WITH FITTING OR SLEEVE PROTRUDING FROM WALL 91ALL BE 22.PLACE AN CE A MANGER WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW. SCALE AN IdoWd WITH GROOVED ENDS. DEEP-PATTERN TYPE - 4. GROOVED FIRINGS SHALL-BE NRTAULIC DOID'NTf WITH A PRESSURE 23.SUPPORT VERTICAL PIPING RT VERTICAL PI OF CONNECTED RATING OF 175 PSG UNLESS.HIGH PRESSURE SYSTEM IS INDICATED HORIZONTAL PIPING.SUPPORT VERTICAL PIPES AT EVERY FLOOR P 0 01 ON BEARINGS.HIGH PRESSURE SYSTEMS SHALL UTILIZE FITTINGS N. SEISMIC REQUIREMENTS 24.WHERE SEVERAL PIPES CAN BE INSTALLED IN PARALLEL AND AT THE RATED FOR 300 PSG, SAME ELEVATION.PROVIDE TRAPEZE HANGERS. GS 1. HARGER-ROD STIFFENER HANALLGER BE STEEL TUBE OR REINFORCING 25..D0 NOT SUPPORT PIPING FROM OTHER PIPES.DUCTWORK OR OTHER IteUS • 5. BE USED. TEE OUTLETS OR BRANCH CURET FITTINGS SHALL NO STEEL ANGLE CRAMPED TO FLINGER ROD. BE USED. 2. HINGED AND SWMEL BRACE ATTACHMENTS SHALL BE MULTIFUNCTIONAL EQUIPMENT THAT S NOT BUILDING STRUCTURE 6. FLEXIBLE.SPRINKLER HOSE FITTINGS MAYBE USED AS AN OPTION STEEL CONNECTORS FOR ATTACHING FLANGES TO ROOD CANNEL TO ARMDVER PIPING.IF USED THE MANUFACTURE SHALL L BE BRACING. - - FLEwEAD INDUSTRIES.INC. ISSUE DINTS 411V17 NIX DATE REVISION 22 2017 BID/ ERMIT 4212017 ADDENDUMNI Q KEYNOTES f r 1. PENDANT SPRINKLER WITH DEFLECTOR LOCATED 12'BELOW BOTTOM OF DECORATIVE CEILING " ! r`'+�*'.'. /= + _ i •BEAM,SEE DETAIL 3 ON SHEET FP5.01 2. CONCEALED ORDINARY TEMPERATURE RATED SPRINKLER(TYPICAL OF ALL)UNLESS NOTED OTHERWISE •' (? € ! `� �1. € N•l • ' .. 1 s-o� _ � � , .3. SPRINKLER LOCATIONS SHOWN FOR COORDINATION ONLY,SPRINKLER CONTRACTOR SHALL k , ✓- t f ._ : DESIGN AND INSTALL A FULLY COMPLIANT SPRINKLER SYSTEM IN CONTRACT AREA SHOP ' ,4c'r.: ! .. •. L .,.,•.., rf €€'` .I , : j DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED FOR ENGINEER REVIEW.SEE s,N f9L'T' .,1 {Y'"� e:: 'i'L ^° .. f l ,..1f •E, it 3' 3 i G 4. f�' ,�, � �,• .,y. •/"!, � �.; � a.. _ ( _�'" ... I , FULL CONTRACT REQUIREMENTS IN SPECIFICATIONS SHEET FP-001.THE EXISTING SHELL AND vat.lAM Ell I f �' .. y�... `> 52" 3� ' r" ' � t � ~� I f CORE SPACE SHALL BE PROVIDE(BY OTHERS)WITH A WET PIPE UPRIGHT SPRINKLERS �;�'Dke� ' I •:.;:, ,, ; _ � --. '- ,' y;� / - - �r4'- , , COVERING 144 SOFT PER HEAD AND BRANCH LINES APPROXIMATELY EVERY 17-0'.THIS 3uto "--- .'/ •--. "-�mm '"=`�/ -.T`•�•~ T' T"'� - r SPRINKLER CONTRACTOR IS TO UTILIZE THE EXISTING SYSTEM FOR THE NEW SPRINKLER , .q ,A1rtnc L�k'N " f� ' 7 `� ' DESIGN 'i 3 E .......`^ -_ xi.__ �°. .:r__. _..T. __. _ n�- - - ,•e 6 t`_. .._s-t { ,�I - i 3 7 1 4. AREA OF SPRINKLER CONTRACT SEAL e .. s.. •' i .+ "-' „:• '�rra '::' "'` °' � .......;.�_,� r� + 5. SPRINKLES SHALL BE SPACED NO LESS THEN 7-6'FROM SUPPLY DIFFUSERS.COORDINATE - +'........ - -. f fr ....._...................>........._........................ a . .' .-._...-.M-3—:—:.---, ":;��:�';-..�.•,.:'.;:;',:•✓ � E WITHHVAC AND LIGHTING CONTRACTOR PRIOR TO INSTALLATION OF SPRINKLERS. fX141az .. '. .` ..... ....._.W✓ •,_.f i.l..�' � max- N �� f �� ; '� , { ' t ' `--' • I I 6 INSTALL CONCEALED DRY PENDANT SPRINKLERS TO PROVIDE ADEQUATE SPRINKLER COVERAGE BELOW CANOPY.THE SPRINKLER SYSTEM PROTECTING THE CANOPY SHALL BE ON - AANIIFREEZE 100P SEE DETAIL 6 ON SHEET FP501 ' -"- ' :.if; _ 3 9 � s' • !-- ._.i 7. INSTALL UPRIGHT SPRINKLER UNDER STAIR LANDING.COORDINATE ACCESS PANEL LOCATION / i / ° j �/ 'f I ! � —.. -' j;". .._ �� ''f Y?n �^:; I ._ WITH G.C. k. ,g r 8. INSTALL CONCEALED SPRINKLER IN CENTER OF CEILING TILE BELOW STAIR LANDING. r 3 / �� (�` [ I RG:1'•6". i V J ��'tq � � }'�'I$ fi }'� ��b i"dN' i i / I 7: iw��. .f .+• ( i ".,_._ I 3�,�` f (IFa> ,1 i - 3 d I - �� cis yll 905 Soatlt Main Street 6 ;) �. ?'� ;;!f •�'.-,;' r I € ' I s f� •�� :,e i Building 8,Suf.e 2011 ! 4 - � f,Aarvlitsl:i.MAfl2i;48 781-33 -8.`A1 www dr1 xrchiieMs. um 3 f p} tl .... .l a _ � �IE a 100 8otlaur6l Comm IWtl � I �I•«.. C A w 07570 3 ff i e f i i' i iy 3 i 1 STEM HENNEWY GROW ...._..,/.....: MEP »E i :' :..` 3 4 _ iRK OHWICE SM 8191E rn .: ....... y. < .... 3 1__'. ✓ 3 y �> ,er 9 / z , . : 7 s m #' 6174824745 r ff $YSKA HEIVIVESSY - ! f / GROUP 3 .f � •::.::e.�.nrnwmwb t 10 Posi 5 SC�e / SWte 17. 6 / Ba .MA 02109 Ttl:677.57/.9900 FIRST FLOOR PLAN - % !• Fa.:617.577.9191 6 ww.sysYacan Nf . ! PROJECT TINE ',-- ,f,. CITIZENS C$ANIC , BRANCH OFFICE HYANNIS 1 f ,6 411 BARNSTABLE RD, HYANNIS. MN PROJECT Nz 2M1 DRANOIO 1111E FIRE PROTECTION FIRST FLOOR PLAN ecAlE: N 111.0WC FP-101 Pol ISSUE DATE:4/11M7 MQ DATE RE'VA M 2n=17 BID/PERMIT .r..............._......................._........................................................................................._................. 4/21/1017 ADDENDUMN 1 I 77 I JFv.a 0 KEYNOTES I e� : 1. SPRINKLES SHALL BE SPACED NO LESS THEN 7-6'FROM SUPPLY DIFFUSERS.COORDINATE - ....... ' '( °•,' -' ,. \ mA'/ /'�1 I �, / I'" I _ 3 (+I 'f *� �� .� ' �'` WITH HVAC AND LIGHTING CONTRACTOR PRIOR TO INSTALLATION OF SPRINKLERS. ....... .._��r. .... .R • t ;.!. : ;- ` •€ / _ I :°u�-°^�' «'"'" y'FI >� 'I �'k 2. SPRINKLER LOCATIONS SHOWN FOR COORDINATION ONLY,SPRINKLER CONTRACTOR SHALL i • �� athtne a _ �'"« ra✓,„:� �-) l� �z �' '• � • i I �� '�ii� y:R DESIGN AND INSTALL A FULLY COMPLIANT SPRINKLER SYSTEM IN CONTRACT AREA.SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE SUBMITTED FOR ENGINEER REVIEW.SEEl +d l ,r'... " �/' - ,?� .1 - I a xi. _j`i i ,`r ',' FULL CONTRACT REQUIREMENTS IN SPECIFICATIONS SHEET FP-001.THE EXISTING SHELL AND - 1 CORE SPACE SHALL BE PROVIDE BY OTHERS WITH A WET PIPE UPRIGHT SPRINKLERS - '- r ,/ • ,J�'�'W``� i`� 3 I - Ptw;' ' i COVERING I"SOFT PER HEAD AND BRANCH LINES APPROXIMATELY EVERY 12'-0'.THIS - BF/IL I` _ _.__ !�`'��t �, ,r /�—`� #. � /'� ': I. i� "�;,_ .t " � SPRINKLER CONTRACTOR IS TO UTILIZE THE EXISTING SYSTEM FOR THE NEW SPRINKLER .._... i#'t: ,._ \/.�{ nca73 —...e'>_..._ '��, .° � DESIGN. ..... ,`� i �,< i� / --✓ E€ ,1 AREA OF SPRINKLER CONTRACT 3 SPRIN 4. CONCEALED ORDINARY TEMPERATURE RATED SPRINKLER(TYPICAL OF ALL v� ¢ )UNLESS NOTED _..._ - ._....I I 3 • .. t � i OTHERWISE �nx _ , '. �'.-,t• �a" 1 z' �� '�r4 T All �" 5. INSTALL CONCEALED SPRINKLERS IN THE CENTER OF TILE. - I _t i 3 ' � t � I 3 1 �1 ! ACC f1lt8CSPC 00 t uth Main � Sueet ROOF BELOW H.Sulle201 � # '� � Mans4ielrl,MA 02048 a y �. ` F I I Y : ' € I i • 1 II € I J.11rlo-9reh<,.raa.,call) 0. ,.. — _ l f f, � BANK / cGoot • l _ 1 �w �Rawl _ < E tea' 'GROUP 1� Dr�� SUM>m ?� (I..' ... �r P1101�817-063(745 • - i � - : SYSK9 Bk*W.SSY GROUP j1€ SyAk H—af'6ro10.b- • ! 10 Post OMm Sp , SUb 725 € Bmten,MA 02109 Tel:017.5n.99D0 - ,) SECOND FLOOR PLAN Fen 917.5n.9191 SCALE:1/d'=1'-0' € xr<w sYsan ROOF BELOW I PRWECf ME C17OZIENS BANK BRANCH OfFIFVCfE HYANMS- 411 BARPWABLE RD. HYANNIS, MA I, ._ _ . - - PROJEa N¢ 2MMI - UtAvww w FIRE PROTECTION f SECOND FLOOR PLAN WME, A.m•to wl FP-102 PsmR ISSUE DATE:421117 //0. DALE IIkY1BI0M —2017 BID/PERAIR_ 4,21/2017 ADDEND...1 DO NOT EXCEED 12'BETWEEN PENDANT - yy SPRINKLER DROP AND PIPE HANGER . V (IF STATIC WATER PRESSURE EXCEEDS mu19(r 0'. c, r _ I tlKF�4FF. ALL THREAD ROD t00 PSI.) Y? 480 U TERMINATE SLEEVE - THREADED ROD l' THREADED ROD NUT . FLUSH WITH FINISHED 13 WALL SURFACES STANDARD WBGHTSTEEL PIPE SLEEVE OF i PIPE HANGER SURGE RESTRAINING CUP t +-� SIZE TO PASS PIPE AND INSULATION ADJUSTABLE DOUBLELOCKNUTS DOUBLE Lomas ELBOW _ ELBOW SWIVEL RING HANGER '�' /.......__ _ __.__._ _. _-._._..-.... ._._......_........ __ .....__.__..... _. __.. ., . ESCUTCHEON /` NEWARMOVER / PIPE TO BE CENTERED IN aausTING SWIVEL PIPING I RING HANGER . --- - SLEEVE-DO NOT SUPPORT PIPE - NIPPLE € _ _..... FROM SLEEVE i DEMO EXISTING PLUG EXISTING - NIPPLE FINISHED ESCUTCHEON PLATE FLUSH i . SEAL OR CAULK . � BRANCH LINE SLEEVE THRU FIRE I AGAINST WALL&OF SIZE TO CEILING l WALLS IN A SMOKE COMPLETELY COVER OPENING : f E TIGHT MANNER ' - .. .......... .... __. ._.r'"`._._ FINISHEDWALLFACE = 3 ---....____m...--______.T.�_._. j REDUCER... CONCEALED PIPING---PIPING EXPOSED TO VIEW ^^. / f` FOR 2.1/7 PIPE AND LARGER 'FOR 7 PIPE AND SMALLER SPRINKLER l INTERIOR DECORATIVE BEAM DEFLECTORI'BELOW ., . BEAM �-1. KL NEW INSTALLATION t'�711lCC`.hitectsPC SCALE:NONE - SCALE:NONE SCALE:NONE INTERIOR WALL SLEEVE 1 TYPICAL PIPE SUPPORT FROM BEAM CLAMPS 2 TYPICAL SPRINKLER DETAIL IN BEAM OBSTRUCTED AREA 3 905 Soutt7 Main Sueet .BUildirIg F3,SWIe.201 EDDO NOT EXCEED 17 BETWEEN . T,Ao-rnaliel,,,MA 020?B PENDANT SPRINKLER DROP AND -' ' PIPE HANGER FILL CUP OR FILLING CONNECTION 781-331-8,541. (IF STATIC WATER PRESSURE _ wvah.drlareF:iiec(s.cwm ALL THREAD ROD EXCEEDS 100 PSI.) BACKFLOW PREVENTOR WITH CONTROL VALVES trimEw. NUT - - RAWTHAT INCLUDE TAMPER PIPE HANGER SURGE RESTRAINING CLIP SWITCHES - ,�,�RUB Rd . ELBOW ELBOW - BYSM 1ENNE98Y GROUP I'MIN. -- 10ContmlPOST BoaP7Rce wme 725 NIPPLE BOB1Gn rA Mae I PHOW E17411124745 TEE FLEXIBLE ARM-OVER - FILL WI MASTIC BRANCH LINE PIPE MAY BE SUBMITTED NIPPLE PIPE O.D. - WATER SUPPLY FOR APPROVAL A.SA , ALTERNATE PROVIDED { 1'MIN. DRY PENDANT HYDRAULIC EXPANSION CHAMBER SnKA Hmmsy CALCULATIONS MATCH GROUP PRODUCTS USED. REDUCER Sjske HwmmsY CmW.„c SPRINKLER' LINK SEAL St�1 C.I.'° DRAIN VALVE HEATED AREA UN-HEATED AREA tlopeo sq— ' SLEEVE sub M SosW,UtA 02109 CEILING I Te1:877.5n.9990 NEW INSTALLATION - —ysk— No th PROUECf TRUE SCALE NONE SCALE:NONE SCALE:NONE TYPICAL SPRINKLER ARM-OVER DETAIL 4 EXTERIOUR WALL SLEEVE 5 ANTIFREEZE LOOP DETAIL 6 CITIZENS BANK BRANCH OIFIFOCIE HYANNIS 411 BARNSTABLE RD, HYANNIS. MA 12-ti-th-ens-Rank PROJECT Na 2MOM ORANGIO TRUE: FIRE PROTECTION DETAILS 71CME: AN•t9M." F P-501 lme for PBmi ISSUE DATE:41221M7 ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES SHEET INDEX No. D"'E REVISOR • z7=17 BIDIPERMIT 4212017 AWENDUMN 1 -A- LBS POUND(S) ( NO. TITLE - j ANNOTATION VALVES CONTINUED 1. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS.EXACT AFF ABOVE FINISHED FLOOR -M. LOCATION SHALL BE COORDINATED WITH ALL TRADES,THE STRUCTURAL DRAWINGS, MAX MAXIMUM f TITLE MARK DETAIL DRAIN VALVE .ARCHITECTURAL DRAWINGS,AND/OR GENERAL CONTRACTOR AND CONSTRUCTION MANAGER. pal PLUMBING SYMBOLS,NOTES AND ABBREVIA TIONS AHJ AUTHORITY HAVING JURISDICTION 1 TITLE MIN MINIMUM OR MINUTE OR PLAN NO.-1 ._....__....___._._-....................- P-M PLUMBING SPECIFICATIONS I P-ZOi SCALE:TUTS 2. LOCATION AND SIZES OF EXISTING PIPING ARE APPROXIMATE.VERIFY THE LOCATIONS AND SIZES FOUND IN P-201 MS MOP SINK l PLUG VALVE DRAWINGS, p tOt FIR F IN METRICS ............................_, BFP BACKFLOW PREVENfOR ...........................................................'........................ .' .........................................................................._......................_....... NOTIFY ISTHE ARCHITECT AND/OR THTING PIPING IN THE FIELD.IE ENGINEER PRIOR TO COMMENCEMENT OF NEW WORK. _ FIRST FLOOR PLUMBING PLAN AN. 0 D IS -N- DETAIL REFERENCE I BLDG BUILDING 1 11 PLUG SAFETY P-102 SECOND FLOOR PLUMBING PLAN - INC NORMALLY CLOSED P�1 DETAIL NO.-1 RA I - 3. ALL EXPOSED PIPING PENETRATIONS THROUGH WALLS OR CEILINGS SHALL BE PROVIDED WITH BLW _.-...-:_.�_.. BELOW I UNDERGROUND .FOUND IN P501 -- 1 Pa07 PLUMBING DETAILS NIC NOT IN CONTRACT (_._.-__.__-._.-...-_�_W:...._..•_.__...._.._.__,•, :PRESSURE APPROPRIATE FIRE RETARDANT SEALANT AND ESCUTCHEONS. -C- I REDUCING s TUTS NOT TO SCALE SECTION MARK ._._ ---;------- 4. SEAL OPENINGS AROUND PLUMBING WORK AND PIPING THROUGH PARTITIONS,WALLS AND FLOORS u Wau M �:. CFM CUBIC FEET PER MINUTE 1 SECTION NO.-1 - - rctyP ' -0- P501 €RELIEF VALVE (NOT IN SHAFTS)WITH NON-COMBUSTIBLE MATERIAL AND ESCUTCHEONS. i Y CLG CEILING 'FOUND IN P501 O.C. ON CENTER I..__.._........_._____._._..,__:_....._�_.__._.___....._... < CO CLEANOUT + VALVED AND CAPPED 5. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT A CAREFUL EXAMINATION OF THE SITE, - O 'SHEET KEYNOTE DGa OUTLET DRAWINGS 8 SPECIFICATIONS HAVE BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE COND CONDENSATE PLBG PLUMBING -----------"" "'""`"'""'"'""""-""""-'` ITEMS AND AREAS THAT WILL PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. COORD COORDINATE PSI POUNDS PER SQUARE INCH - 1 ;REVISION CLOUD MISCELLANEOUS LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT,ETC.NECESSARY TO COMPLETE ALL . CU FT CUBIC FEET (DELTA 1) I ---" ---- ----:---------.................................................... WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN. -,._.-., ,--, ..,. ._. :_.-_ BACK FLOW A. CONTRACTOR TO VERIFY THE EXISTING CONDITIONS BEFORE CONSTRUCTION;CONFIRMING CW COLD WATER - . . .. ... - BFP PREVENTER RD ROOF DRAIN --� 2 DETAIL I SIZES AND LOCATIONS OF ALL EXISTING PIPING PRIOR TO START OF WORK. -D ..............:..................._................__.........................._. REQD REQUIRED I BOUNDARY B B. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE DEG DEGREE --� p-201 DETAIL NO.-2 i -� HOSE BIBB - CONTRACTOR AT THE SITE BEFORE PROCEEDING WITH ANY WORK. CONDITIONS REVREVISED,REVISION .__....__._.-.,..____..._.__W....._.._.__.___.........._......_..� ................................................................................................................. P N N DEMO DEMOLITION RM ROOM EQUIPMENT TAG; M METER C. PRIOR TO STARTING DEMOLITION,DETERMINE LOCATIONS AND EXISTING DF DRINKING FOUNTAIN AC DESIGNATION AC, i 6. THIS CONTRACTOR SHALL PAY FEES,GIVE NOTICE,FILE NECESSARY DRAWINGS AND OBTAIN -S" 1-1 DESIGNATION ( �� PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH WORK UNDER THIS DIA DIAMETER SAN SANITARY NUMBER 1-i I ® TRAP PRIMER CONTRACT AND COMPLY WITH LOCAL LAWS AND ORDINANCES. DN DOWN SD STORM DRAIN POINT OF �l - DOM DOMESTIC - E CONNECTION 4 VACUUM BREAKER 7. PROVIDE ALL REQUIRED LABOR,MATERIALS,EQUIPMENT,AND SERVICES NECESSARY FOR A SESEWAGE EJECTOR I............................................................................................._................. _, COMPLETE AND SAFE INSTALLATION OF MECHANICAL IN FULL CONFORMITY WITH REQUIREMENTS OF DWH DOMESTIC WATER HEATER SK SINK [ POINT OF ) ALL AUTHORITIES HAVING JURISDICTION;ALL AS INDICATED ON DRAWINGS AND/OR HEREIN _E. € ;DISCONNECTION .j. FIRINGS SPECIFIED FOR THE SYSTEMS INCLUDED.WORK SHALL BE INSTALLED IN A NEAT,WORKMANLIKE SO FT 'SQUARE FEET ...... ........... I (E)/IX EXISTING TO REMAIN i i � __ MANNER INCLUDE ALL COSTS FOR PERMITS,LICENSES,CERTIFICATES,FILING AND INSPECTIONS SPEC SPECIFICATION E PLUMBING LINES l g- CLEANOUT REQUIRED BY AUTHORITIES HAVING JURISDICTION. EQUIP EQUIPMENT T L------- .._...___ .._—.__._.... ..... ...... ... I .. EWC ELECTRIC WATER COOLER DR j T8P TEMPERATURE AND PRESSURE NEW PIPING ® FLOOR CLEANOUT 8. UNDER NO CIRCUMSTANCES WILL THIS CONTRACTOR,OR HIS WORKMEN,BE PERMITTED TO USE EWH ELECTRIC WATER HEATER VALVE VALVE ` ...........-...._..-.-..............__..__.._..._........,........._....................._...W ANY PART OF THE BUILDING AS A SHOP EXCEPT PARTS AS DESIGNATED FOR SUCH USE. -F- TDH TOTAL DYNAMIC HEAD E ��•�-"•(E) EXISTING TO REMAIN C- .i ELBOW DOWN 9 R PIPING WITHIN F (5) OF NEW CONNECTION L BE PROVIDED �� S Tits PC ._._.._......._._-._._._....._.;.._.. ....�__......._.._..__.._i . ALL EXISTING WATER NE FT. S SHALL WITH - F FAHRENHEIT TIP - TRAP PRIMER --'-""'-"--�"-'—""4"-'"'"'""'""'" ID)----- EXISTING TO BE I 'ELBOW DOWN TO NEW INSULATION: FCO FLOOR CLEANOUT TYP TYPICAL € .DEMOLISHED 4- ITEE 905 South Main Street "" """"' "' 10.REFER TO ARCHITECTURAL DRAWINGS FOR FINAL ADDITIONAL INFORMATION Building B,Suile201. FD FLOOR DRAIN -U- ------- BL 'UNDERGROUND/ - • ( W)-------'BELOW l -o ;ELBOW UP Mansfield, A 02048: ' FUR FLOOR UGND UNDERGROUND . . : ...... 11.ALL WORK MUST BE COORDINATED AROUND THE OPERATION OF THE FACILITY. •G• UL UNDERWRITERS LABORATORY —'COLD WATER I I END CAP 781.331 8,h41. G GAS 12.STORE MATERIALS IN DESIGNATED SPACES. w1vw,•.dTl3reFi;eCl,,.,,um UR URINAL i --1 HOT WATER j .........._........_ _......._......... ..................... 0 GAL GALLON I ) - P-TRAP 13.UNNECESSARY NOISE SHALL BE AVOIDED AT ALL TIMES AND NECESSARY NOISE SHALL BE REDUCED -V- -- --- -1 _.......__.-W___ TOAMINIMUM. GC GENERAL CONTRACTOR 1 -"'-"-_ `....`.""""-"'"`-.. _ arms e�c V VENT :HOT WATER RETURN j TEE DOWN p wt 07L2D GPF GALLONS PER FLUSH - t o�Rd I III, `...................._..._..................._._.. : 14.ALL APPLICABLE CODES,LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF VIF VERIFY IN FIELD €""'' '""" """ ' GPM GALLONS PER MINUTE TEE SIDE OUTLET THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE CONSTRUCTION _ * VTR VENT THROUGH ROOF € DOVyp1 DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL eiyrr. HD HUB DRAIN _W - :VALVES INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL OF ANY WORK OR MATERIALS WHICH 8V8Kh CmAnk�GROUP , I TEE SIDE OUTLET UP ; VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS.ANY WORK DONE BY THE CONTRACTOR 70 POET HRIS K SO•B�Q 276 LIOM W WIDTH OR WASTE (_",___",",,,"_,_ CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. mum MA 02t00 HIN HOTWATER WI WITH I --�.�_...___.._..__......__ ..............................................__.........)..........._......................... PHONE:01Tm2d7416 " AUTOMATIC AIR VENT � I TEE UP 15.REMOVAL OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF THE W/o WITHOUT JC JANITORS CLOSET WC WATER CLOSET - ® BACK WATER VALVE ......................................................... . GENERAL WORK ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. * -A- UNION THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALL CHANGES IN MAKING UP WORK WCO WALL CLEANOUT -' PROPOSAL. - KW KILOWATT a l BALL VALVE VENT THROUGH Sym sy { WFS WATER FLOW SWITCH i ROOF 16.DISCONNECT,REMOVE ANDIOR RELOCATE EXISTING MATERUIL,EQUIPMENT,AND OTHER.WORK AS - •��• ............._............................................e....._.............._...................._..__-.I LAV LAVATORY CHECK VALVE i NOTED OR REQUIRED FOR PROPER INSTALLATION OF SYSTEM. N ; ...ro. w H, —syG mG ..._....................__..............................i.........:............_..............................i iop 17.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO THEIR SoD sm . Sub Oe 7ompce mle 25 ORIGINAL STATE. Bmt.n,MA 02109 " 18.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS,AND ALL PARTS OF THE BUILDING, - _ F-617.5n.9191 - EXTERIOR SPACES AND ADJACENT STREETS,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIAL wwwAyd�am NaB1 AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK.EXCESS MATERIALS WILL NOT BE - PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. - - PROJECT TnIE CITIZENS BANK BRANCH OFFICE HYANNIS 411 BARNSTABLE RO, HYANNIS, MA WATER HEATER SCHEDULE LABEL DESCRIPTION MANUFACTURER I MODEL GALLONS KW ELEMENTS "A VOLTIPHASE AMPS^ - —� {{ - lixi CONTACTORS __ _ _..� EWH1 ELECTRIC WATER RHEEM EGSP15 15 8 •1 1 20R1 28.8®2113V _ PROJECT 140: 2ORIM ____ DRAYAND TIRE PLUMBING SYMBOLS, PLUMBING FIXTURE SCHEDULE NOTES AND LABEL DESCRIPTION MAZE MODEL ACTUAL CONNECTION SIZES,INCHES DETAILS ABBREVIATIONS °CW DHW WASTE VENT EWC ELECCTRIC WATER ELKAY LZSM 12 0 112 114 11SV15.0 FLN 370 WATTS INCLUDE OPTIONALWATER FILTER KS! KITCHEN SINK ELKAY LRADQ2219 12 12 112 1174 PROVIDE KOHLER K-M FAUCET SCAIR A.hdIGd 1 LAV1 LAVATORY TOTO LT307 12 112 1114 1114 INCLUDE TOTO TL106D70E FAUCET,PIPE COVERS AND GRID DRAIN - M91 MOPSINK FIAT MSR-24N 12 12 112 2 INCLUDE KOHLER K.MT FAUCET,AND DELTA MODEL 2MIl MOP HANGERMOSE.INCLUDE - �_00 GRID DRAIN WITH RTRAP. - WC1 WATER CLOSET TOTO CST454CEFG 1/21 0 4 2 FLOOR MOUNTED TANK TYPE WATER CLOSET.INCLUDE ANGLE VALVE AND RISER SUPPLY ISSUE OATe 4121117 - PLUMBING MASTER GENERAL NOTES °0. D"rE "EVODN 2/22e17 BID IPERMIT 4I21=17 ADDENDUMN 1 1. ALL WORK SHALL CONFORM TO CURRENT OWNER AND BUILDING STANDARDS,MASSACHUSETTS WASTE,VENT)FINAL CONNECTIONS FOR FIXTURE AND EQUIPMENT.REFER TO ARCHITECTURAL COMPLYING WITH ASTM C547.95,TYPE 1,WITH A MAXIMUM K FACTOR OF 0.23 AT 75°F MEAN BUILDING CODE,MASSACHUSETTS PLUMBING CODE AND ALL APPLICABLE LOCAL CODES, 21.THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY DRAWINGS AND SPECIFICATIONS FOR INFORMATION AND IDENTIFICATION OF ADDITIONAL WORK TO TEMPERATURE,AND FLAMESPREAD RATING OF 25 MAX.AND SMOKE DEVELOPED RATING OF 50 REGULATIONS,AND AUTHORITIES HAVING JURISDICTION. AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND BE PERFORMED BY THE CONTRACTOR. MAX.,WITH A LAMINATE OF WHITE KRAFT PAPER FACING,GLASS SCRIM REINFORCING AND - EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE DATE OF ACCEPTANCE BY ALUMINUM FOIL WITH A SELF SEALING LAP. 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS.EXACT OWNER.THIS WORK SHALL BE DONE AS DIRECTED BY THE DATE OF ACCEPTANCE BY OWNER.THIS 15.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TRIM AND ACCESSORIES FOR A COMPLETE AND LOCATION SHALL BE COORDINATED WITH ALL TRADES,THE STRUCTURAL DRAWINGS, WORK SHALL BE DONE AS DIRECTED BY THE OWNER.THIS GUARANTEE SHALL ALSO PROVIDE THAT FUNCTIONING SYSTEM;REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND 33.INSULATE ALL ABOVE GROUND COLD WATER.INSULATION SHALL BE SIMILAR TO HOT WATER PIPING ARCHITECTURAL DRAWINGS,AND/OR GENERAL CONTRACTOR AND CONSTRUCTION MANAGER. WHERE DEFECTS OCCUR,CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ALL EXPENSES REQUIREMENTS.PROVIDE INDIVIDUAL SUPPLY VALVES,CONNECTORS,CAST TRAPS,AND RELATED INSULATION'S MATERIALS AND THICKNESS. INCURRED IN REPAIRING AND REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, TRIM FOR ALL FIXTURES. 3. LOCATION AND SIZES OF EXISTING PIPING ARE APPROXIMATE.VERIFY THE LOCATIONS AND SIZES REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. 34.KEEP ALL PIPING CLEAR FROM LOAD BEARING FOOTINGS.COORDINATE WITH STRUCTURAL OF EXISTING PIPING IN THE FIELD.IF ANY DISCREPANCIES OCCUR WITH THE CONTRACT DRAWINGS, 16.INSTALL AND TEST ALL PLUMBING MATERIALS,TRIM ACCESSORIES AND RELATED ITEMS IN ENGINEER FOR UNDERGROUND PIPE ROUTING. NOTIFY THE ARCH ITECT AND/OR THE ENGIN EER PRIOR TO COMMENCEM ENT OF N EW WORK. - - 22.ALL REQUIRED TEMPORARY SHUTDOWNS IN BUILDING SERVICES SHALL BE MINIMIZED AND SHALL ACCORDANCE WITHTHPMANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS. - .v1al M:p= � r. 4. ALL EXPOSED PIPING PENETRATIONS THROUGH WALLS OR CEILINGS SHALL BE PROVIDED WITH BE APPROVED BY AND COORDINATED 35.ALL ARCHITECTURAL,MECHANICAL,ELECTRICAL AND NON STRUCTURAL SYSTEMS,COMPONENTSt>fc' e" . APPROPRIATE FIRE RETARDANT SEALANT AND ESCUTCHEONS. 17.PROVIDE SUBMITTALS FOR THE ITEMS LISTED BELOW,INCLUDE CALLOUT AS INDICATED ON PLANS AND ELEMENTS PERMANENTLY ATTACHED TO STRUCTURES,INCLUDING SUPPORTING STRUCTURES M' 1 4� to a 23.ALL STAGING AND MATERIAL STORAGE AREAS SHALL 8E LIMITED TO DESIGNATED AREA EXAMPLE:VC-I'WOULD BE INDICATED ON THE WATER CLOSET SUBMITTAL) AND ATTACHMENTS AND NON BUILDING STRUCTURES THAT ARE SUPPORTED BY OTHER sN9' 5. THIS CONTRACTOR SCOPE OF WORK SHALL INCLUDE BUT NOT LIMITED TO: STRUCTURES SHALL COMPLY WITH THE MASSACHUSETTS BUILDING CODE. - a. SANITARY DRAINAGE AND VENT SYSTEM,INCLUDING CONNECTIONS TO EXISTING PIPING,PLUMBING a. SCHEDULE OF VALUES ITEMIZED IN MASTER FORMAT CSI 2004 OF NEWER CATEGORIES. - - FIXTURES AND EQUIPMENT. 24.THE CONTRACTOR SHALL INCLUDE ALL COSTS FOR REMOVALS IN THE CONTRACT.THESE COSTS b. SLEEVES. 36.COORDINATE WITH ELECTRICAL SECTION PRIOR TO ORDERING EQUIPMENT FOR AVAILABLE b. DOMESTIC WATER SUPPLY SYSTEM,INCLUDING CONNECTIONS TO EXISTING PIPING,VALVES, SHALL INCLUDE WORK DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON THE DRAWINGS WITH VOLTAGES AT EQUIPMENT LOCATIONS. SEAL PLUMBING FIXTURES AND EQUIPMENT. ALLOWANCES FOR UNFORSEEN DIFFICULTIES. C. ACCESS DOORS. d. VALVES. C. PLUMBING FIXTURES. - e. SUPPORTS. - 37.PROVIDE PIPE SLEEVES TO ALL PIPING PASSING THROUGH A MASONRY,CONCRETE OR d. INSULATION 25.PROVIDE ALL NECESSARY PIPING OFFSETS AND CHANGES IN DIRECTION TO ACCOMPLISH A I. PIPE,FITTINGS AND JOINTS STRUCTURAL WALL.PROVIDE FIRE RATED CAULKING OF SAME RATING AS THE WALL AND SHALL BE e. CORE DRILLING,ROUGH CUTTING AND PATCHING. COMPLETE INSTALLATION. HAVE AUTHORITY HAVING JURISDICTION APPROVALS. g. THERMOMETERS. f. SHOP DRAWINGS. - h. CLEANOUTS. 38.CONTRACTOR TO PROVIDE WATER TIGHT SEAL AROUND ALL PENETRATIONS THRU ROOF.REFER g. TESTING,FILING AND FEES. 26.PLUMBING CONTRACTOR SHALL COORDINATE ALL TIE-INS,PLUS REMOVALS WITH GENERAL I, INSULATION. " h. CADD AS-BUILT DRAWINGS CONTRACTOR. TO ARCHITECTURAL DWGS.FOR DETAILS OF ALL PENETRATIONS THRU ROOF. I. BACKFLOW PREVENTION AND DOCUMENTATION J. PLUMBING FURORES,TRIM,TRAPS,ETC. k. WATER HEATERS 39.ALL VENTS ALLY F ROOF SHALL BE MINIMUM U THREE FEET VERTICALLY AND TEN FEET J. DISINFECTION OF DOMESTIC WATER SYSTEM. 27.NEW WORK AND EQUIPMENT SHALL BE THOROUGHLY CLEANED AND MADE READY FOR USE. I. PUMPS. HORIZONTALLY FROM AIR CONDITIONING EQUIPMENT FRESH AIR INTAKES,WINDOWS,DOORS OR k. CONTROL WIRING.. m.VACUUM BREAKERS. OTHER OPENINGS,.ALL TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE A MINIMUM I. DRIP AND SAFE WATEPANS 28.REFER TO DRAWINGS FOR AREA OF CONSTRUCTION. n. BACKFLOW PREVENTERS. - OF 10 FEET FROM THE LOT LINE AND 10 FEET ABOVE GROUND LEVEL 6. SEAL OPENINGS AROUND PLUMBING WORK AND PIPING THROUGH PARTITIONS,WALLS AND FLOORS 18.PROVIDE SHOP DRAWINGS THAT OUTLINE THE SCOPE OF WORK PRIOR TO STARTING WORK 40.DO NOT INSTALL COMBUSTIBLE MATERIALS IN RETURN AIR PLENUMS.CONTRACTOR SHALL REFER (NOT IN SHAFTS)WITH NON-COMBUSTIBLE MATERIAL AND ESCUTCHEONS. 29.SUPPORT ALL PLUMBING WORK AND PIPING FROM BUILDING STRUCTURE AND/OR FRAMING IN AN CONFLICTS THAT LATER ARE REQUESTED TO BE REVIEWED FOR AADDRIONAL COMPENSATION TO HVAC DRAWINGS AND SHALL DETERMINE LOCATIONS OF RETURN AIR PLENUMS. APPROVED MANNER UTILIZING PIPE SUPPORTS ETC..WHERE OVERHEAD CONSTRUCTION DOES SHALL IC REVIEWED AGAINST SHOP DRAWINGS IF NEWLY INSTALLED DIEM IS COMOT PENSATION ON 7. SUBMISSION OF A PROPOSAL SHALL BE EVIDENCE THAT CAREFUL EXAMINATION OF THE SITE, NOT PERMIT FASTENING OF SUPPORTS FOR EQUIPMENT,FURNISH ADDITIONAL STEEL FRAMING. DRAWINGS THIS MAY BE SUBJECT FOR REJECTION OF ADDITIONAL COMPENSATION SINCE NO 41.A MINIMUM 1/Y CLEARANCE SHALL BE PROVIDED AROUND PIPES AT ALL PENETRATIONS THROUGH D R L -DRAWINGS&SPECIFICATIONS HAVE BEEN MADE AND THE CONTRACTOR IS FAMILIAR WITH THOSE PROOF OF PRIOR COORDINATION IS DOCUMENTED.BY SUBMITTING A BID ON THIS PROJECT YOU WALLS AND ROOF.THE GAP SHALL BE PACKED TIGHTLY WITH LOOSE,LIGHTWEIGHT INSULATION P�t"Ct111;8CtSP . ITEMS AND AREAS THAT WILL PRESENT DIFFICULTY TO THE PERFORMANCE OF THIS CONTRACT. 30.INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR. ACKNOWLEDGE THAT THIS IS PART OF THE CONTRACT AND WILL ADHERE TO THE REQUIREMENTS THROUGH NON RATED WALLS,AND APPROVED U.L.LISTED FIRE SAFING MATERIAL RATED TO MATCH LATER CLAIMS SHALL NOT BE MADE FOR LABOR,EQUIPMENT,ETC.NECESSARY TO COMPLETE ALL MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS,BUT CHANGES WHICH OUTLINED ABOVE. WALL RATING. WORK AS A RESULT OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN. INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. A' CONTRACTOR TO VERIFY THE EXISTING CONDITIONS BEFORE CONSTRUCTION;CONFIRMING 19.FAILURE TO PROVIDE AAPPROVED SCHEDULE OF VALUES SHALL REVERT ALL CHANGE ORDER 42.PROVIDE AND INSTALL SHOCK ARRESTORS OR WATER HAMMER ARRESTORS WITH ACCESS PANELS _905 South Maur S:reat. SIZES AND LOCATIONS OF ALL EXISTING PIPING PRIOR TO START OF WORK REQUEST VALUES TO NOT EXCEED THE CURRENT YEAR R.S.MEANS PUBLISHED VALUE.NO Beilrlirly B;;jtfi€a 201 B. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE 31.CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER.RESTORE EXISTING OF REQUIRED SIZES ALL QUICK CLOSING VALVES,MANUFACTURER AND MODEL NUMBER SHALL BE .MaSnalield,'AA 02048 WORK DISTURBED WHILE INSTALLING NEW WORK TO AN ACCEPTABLE CONDITION TO THE EXCEPTIONS. PER SPECIFICATIONS AND SIZES PER MANUFACTURER REQUIREMENTS. , CONTRACTOR AT THE SITE BEFORE PROCEEDING WITH ANY WORK. ENGINEER , C. PRIOR TO STARTING DEMOLITION,DETERMINE LOCATIONS AND EXISTING CONDITIONS. 20,AS-BUILT DRAWINGS AT THE SAME SCALE AS THE CONSTRUCTION DOCUMENTS OR LARGER AS 43.SLOPE OF BUILDING SEWERS SHALL NOT BE LESS THAN 2%FOR PIPES 21/2'OR LESS IN SIZE,1% f81 ,i31 8` T. wv=~m'.drkart:hiiecls.currl 32.ALL EQUIPMENT AND CONCRETE PADS SHALL BE COORDINATED WITH EQUIPMENT PURCHASED REQUIRED.SCALE SHALL BE SUBMITTED 5 DAYS PRIOR TO REQUESTING FINAL PUNCH LIST AND 10 FOR PIPES 3*TO 6'AND 0.5%FOR PIPE SIZES 8'AND LARGER UNLESS OTHERWISE APPROVED BY 7. THIS CONTRACTOR SHALL PAY FEES,GIVE NOTICE,FILE NECESSARY DRAWINGS AND OBTAIN DAYS PRIOR TO FINAL AFFIDAVIT. - THE AUTHORITY HAVING JURISDICTION. 0- PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH WORK UNDER THIS AND AS SPECIFIED OR INDICATED ON THE DRAWINGS. Crrmm aunt CONTRACT AND COMPLY WITH LOCAL LAWS AND ORDINANCES. - Tao emas.r COG Reid 21.UNLESS INSTRUCTED OTHERWISE,THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, q4,ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH CODE-APPROVED ACCESSIBLE pelawk IS 02210 33.CONTRACTOR SHALL PROVIDE ALL OTHER SUPPLEMENTARY STEEL REQUIRED FOR SUPPORTING LICENSES,AND FEES REQUIRED FOR INSTALLATION OF ALL THE WORK AND ALL OTHER AGENCIES TRAP PRIMERS.CONCEALED TRAP PRIMER VALVES SHALL BE PROVIDED WITH ACCESS PANELS. 8. PROVIDE ALL REQUIRED LABOR,MATERIALS,EQUIPMENT,AND SERVICES NECESSARY FORA PIPING. HAVING JURISDICTION OVER SERVICES TO THIS BUILDING.FURNISH FINAL CERTIFICATE OF - COMPLETE AND SAFE INSTALLATION OF MECHANICAL IN FULL CONFORMITY WITH REQUIREMENTS INSPECTION OR WRITTEN EVIDENCE OF ACCEPTANCE BY INSPECTION AUTHORITIES FOR ALL WORK kap Filp� a. OF ALL AUTHORITIES HAVING JURISDICTION;ALL AS INDICATED ON DRAWINGS AND/OR HEREIN INSTALLED. 45.PROVIDE ACCESS PANELS FOR VALVES,TRAP PRIMERS,AND WATER HAMMER ARRESTORS WHERE 34.DIMENSIONS SHOWN ON DRAWINGS ARE BASED ON PRELIMINARY DATA CONTRACTOR TO INSTALLED IN WALLS OR NON ACCESSIBLE LOCATIONS.THE LOCATION SHALL BE COORDINATED � SPECIFIED FOR THE SYSTEMS INCLUDED.WORK SHALL BE INSTALLED IN NEAT,WORKMANLIKE Cll WRKM MANNER.INCLUDE ALL COSTS FOR PERMITS,LICENSES,CERTIFICATES,FILING AND INSPECTIONS COORDINATE ALL DIMENSIONS,ELEVATIONS AND CONNECTION REQUIREMENTS FOR FINAL WITH ARCHITECT PRIOR TO INSTALLATION. 10 POgr OFRCE eo.SUITE 725 CONNECTIONS UNLESS OTHERWISE NOTED. 22.THE CONTRACTOR SHALL PAY ALL REQUIRED PERMIT,TAP,METER,CROSS-CONNECTION IMA 02IN REQUIRED BY AUTHORITIES RAVING JURISDICTION. - - - THE LOCAL AUTHORITY PERMIT AND TEST FEES AND ANY OTHER FEES AS MAY BE REQUIRED BY 46.DO NOT INSTALL SANITARY PIPES LESS THEN Y UNDER SLAB OR BURIED BELOW GRADE. THE LOCAL AUTHORITY HAVING JURISDICTION. - 9. UNDER NO CIRCUMSTANCES WILL THIS CONTRACTOR,OR HIS WORKMEN,BE PERMITTED TO USE 35.ALL PIPING SHALL BE DELIVERED AND STORED AT THE SITE WITH END CAPS ON THE PIPES TO KEEP - ANY PART OF THE BUILDING ASA SHOP EXCEPT PARTS AS DESIGNATED FOR SUCH USE. ANY MATERIAL OUT OF THE INSIDE OF THE PIPE UNTIL THE POINT OF INSTALLATION. 23.UPON COMPLETION OF WORK,CONTRACTOR SHALL CLEAN AND REMOVE ALL DEBRIS ASSOCIATED 47.ALL VALVES USED ON POTABLE WATER SHALL MEET LEAD FREE REQUIREMENTS. WITH HIS/HER WORK AND DISPOSE OF IT.AREA SHALL BE LEFT IN A CONDITION ACCEPTABLE TO - S�f 3KA HFdV msy . 10.ALL EXISTING WATER PIPING WITHIN FIVE(5)FT.OF NEW CONNECTIONS SHALL BE PROVIDED WITH 36.ALL SYMBOLS SHOWN ON SYMBOLS LIST ARE NOT NECESSARILY USED ON THIS PROJECT. OWNER. - 48.ALL BACKFLOW DEVICES SHALL BE TESTED BY A CERTIFIED BACKFLOW TESTER WITH THE RESULTS GROUP NEW INSULATION. DOCUMENTED ON FORMS WITH SIGNED FORMS PROVIDED TO THE BUILDING OWNER OR HIS - 37.EQUIPMENT AND MATERIALS,ETC.,SPECIFIED,SCHEDULED,OR NOTED ON THE DRAWINGS, 24.DAMAGE TO OTHER WORK REPAIR ANY DAMAGE CAUSED BY THIS SECTION TO WORK OF OTHER REPRESENTATIVE.FORMS SHALL INCLUDE TECHNICUW5 NAME AND CERTIFICATION INFORMATION. ,yyW Nenne»,Dmuc,n0 { 11.REFER TO ARCHITECTURAL DRAWINGS FOR FINAL ADDITIONAL INFORMATION. METHODS DETAILED,AND PIPING MATERIALS INDICATED ON THE DRAWINGS SUPERSEDE ANY SECTIONS. - 10 POST o15049� CONFLICTING SPECIFICATION ARTICLES AND/OR REQUIREMENTS OF DIVISION 22 REGARDING 49.ALL BACKFLOW DEVICES SHALL BE TESTED BY A CERTIFIED BACKFLOW TESTING TECHNICIAN WITH Bmt n, Sub?MA92709 12.ALL WORK MUST BE COORDINATED AROUND THE OPERATION OF THE FACILITY. PLUMBING MATERIALS,METHODS,ETC.THIS INCLUDES MATERIALS SPECIFIED,LEGEND ITEMS 25.DAMAGE TO FIREPROOFING:REPAIR ANY DAMAGED FIREPROOFING CAUSED BY THIS SECTION TO THE RESULTS DOCUMENTED ON FORMS PROVIDED BY THE DEPT.OF HEALTH SERVICES CROSS Td:win.99m REPRESENTED SYMBOLICALLY ON THE DRAWINGS AND IDENTIFIED IN THE LEGEND DESCRIPTIONS. CONNECTION CONTROL DIVISION.THE FORMS SHALL BE REGISTERED WITH THE ABOVE AGENCY - F.617.577.9191 THE INTEGRITY OF THE ORIGINAL CONSTRUCTION. -). P4w0 13.STORE MATERIALS IN DESIGNATED SPACES. � AND COPIES OF THE FORMS SHALL BE PRESENTED TO THE CITY BUILDING INSPECTOR PRIOR TO Wed38.CONTRACTOR TO PROVIDE AAUTOCAD AND PDF AS BUILT DRAWINGS AT THE CONCLUSION OF FINAL APPROVAL.A COPY SHALL BE PROVIDED WITH THE AS-BUILT DOCUMENTS. , WORK 26.SEE ARCHffECTURAL DRAWINGS FOR EXTENT OF NEW CONSTRUCTION,FOR EXACT PLUMBING 14.ALL APPLICABLE CODES,LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF FDRURE LOCATIONS AND QUANTITIES,EQUIPMENT,DEVICES,ETC. 50.ALL VALVES SHALL BE MADE IN THE USA(DOMESTIC ONLY),FOR BOTH MATERIALS AND ASSEMBLY. PROJECT i.ntE THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE CONSTRUCTION 39.ALL PIPING AND PIPING ARRANGEMENTS SHALL BE INDICATED ON THE AS-BUILT DRAWINGS. A DIELECTRIC UNION SHALL BE PROVIDED FOR THREADED VALVES,CHECK VALVES AND CIRCUIT DOCUMENTS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL 27.A MINIMUM OF 36'CLEAR WORKING SPACE,NOT LESS THAN 30-WIDE,SHALL BE MAINTAINED IN BALANCING VALVES AND ON THE UPSTREAM SIDE OF SOLDERED VALVES,UNIONS ARE NOT BE INFORM THE OWNER,PRIOR TO SUBMITTING A PROPOSAL OF ANY WORK OR MATERIALS WHICH FRONT OF ALL SWITCHES,OVERCURRENT DEVICES AND ELECTRICAL CONTROL COMPONENTS. REQUIRED ON THREE PIECE UNION FULL PORT BALL OR FLANGED VALVES. - CITOZENS BANK VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS.ANY WORK DONE BY THE CONTRACTOR 40.THE INTENT OF THE WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN,AND NO - BIRMCH OFFICE CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. CONSIDERATION WILL BE GRANTED BY REASON OF LACK OF FAMILIARITY ON THE PART OF THE 28.PROVIDE ACCESS PANELS IN WALLS FOR SHUT-OFF VALVE AND TRAP PRIMERS,OR LOCATE ABOVE 51.ALL DOMESTIC WATER PIPE NEW AND MODIFIED SHALL BE PURGED AND DISINFECTED.THE MEANS . CONTRACTOR WITH ACTUAL PHYSICAL CONDITIONS,REQUIREMENTS,AND PRACTICES AT THE SITE. ANNIS? ACCESSIBLE CEILINGS.CONTRACTOR IS ADVISED THAT ITEMS REQUIRING ACCESS SHALL NOT BE FOR PURGING THE PIPE SHALL AS INDICATED IN APPLICABLE PLUMBING CODE. 15.MINIMAL REMOVAL OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE PERFORMANCE OF LOCATED ABOVE THE AREAS OF GYPSUM BOARD CEILINGS WITHOUT PERMISSION OF THE THE GENERAL WORK ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE 10.ALL WORKIMATERIALS SHOWN ON PLANS SHALL BE NEW UNLESS NOTED OTHERWISE,AND SHALL ARCHITECT.ALL REQUIRED SHUT-OFF AND CONTROL VALVES SHALL BE ACCESSIBLE. DRAWINGS.THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALL CHANGES IN SHOP CONFORM TO THE CURRENT EDITION OF THE MASSACHUSETTS PLUMBING CODE AND ALL LOCAL - 411 BARNSTABLE RD. HYANNIS, IAA _ DRAWING SUBMITTALS APPLICABLE CODES AND REGULATIONS. 29.WHERE VALVES ARE INSTALLED ABOVE CEILING,PROVIDE VISUAL IDENTIFICATION AT CEILING GRID - "'--"A ACCESS OR AT ACCESS PANELS.IDENTIFICATION SHALL BE VISIBLE FROM BELOW CEILING.PROVIDE _ _ __ 16.DISCONNECT,REMOVE AND/OR RELOCATE EXISTING MATERIAL,EQUIPMENT,AND OTHER WORK AS I I-CONTRACTOR SHALL PROVIDE WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND/OR - ACCESS PANELS SCHEDULES.PROVIDE ACCESS PANELS AT HARD(GYPSUM BOARD OR PLASTER) �� NOTED OR REQUIRED FOR PROPER INSTALLATION OF SYSTEM. LABOR,AT NO COST TO OWNER,FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER ACCEPTANCE. CEILINGS TO ACCESS AND MAINTAIN VALVES. maws nna. 17.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED DURING CONSTRUCTION TO THEIR 12.BEFORE STARTING ANY WORK,CONTRACTOR SHALL EXAMINE THE COMPLETE SET OF DRAWINGS 30.HANDICAPPED PLUMBING FIXTURES SHALL BE MOUNTED AT REQUIRED HEIGHTS AND WITH ALL ORIGINAL STATE. FOR ALL TRADES,INCLUDING ARCHITECTURAL,STRUCTURAL,CIVIL,MECHANICAL,AND ELECTRICAL. RELATED ACCESSORIES AS REQUIRED BY THE STATE OF MASSACHUSETTS AND AMERICANS WITH VERIFY ALL L DIMENSIONS, SPACE REQUIREMENNT NECESSARY DPOINTS OF AVOID CONFLICTS TO ALL W THE FIXTURES DISABILITIES ACT(ADA),ALL FIXTURE TRAPS,PIPING AND VALVES UNDER THE FIXTURE SHALL BE IL�p 18.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS,AND ALL PARTS OF THE BUILDING, AND INSULATED WITH A FACTORY PREFORMED INSULATION SIMILAR TO PRO-CAP. PLUMBING EXTERIOR SPACES AND ADJACENT STREETS,SIDEWALKS AND PAVEMENTS,FREE FROM MATERIAL BUILDING STRUCTURE AND THE WORK OF OTHER TRADES. - AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK EXCESS MATERIALS WILL NOT BE 31.DOMESTIC WATER HEATERS SHALL BE CERTIFIED AND LISTED BY THE MASSACHUSETTS ENERGY SPECIFICATIONS PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. 13.THE CONTRACTOR SHALL COORDINATE THE PLUMBING SYSTEMS INSTALLATIONS WITH WORK OF OFFICE. 19.ALL EXISTING MATERIAL AND EQUIPMENT TO BE REMOVED UNDER THIS CONTRACT WILL REMAIN STRUCTURE,HVAC,ELECTRICAL AND RELATED TRIM,ETC.,TO PRECLUDE INTERFERENCE.ALL SCALE A.beclubd THE PROPERTY OF THE OWNER OR SHALL BE DISPOSED OF BY THIS CONTRACTOR AS DIRECTED BY PLUMBING SHALL BE INSTALLED IN A PROFESSIONAL,NEAT AND WORK MAN LIKE MANNER FOR 32.ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED.ABOVE GROUND PIPING INSULATION THE OWNER. COMMERCIAL CONSTRUCTION. ' SHALL CONSIST OF 3 LB.DENSITY FIBERGLASS,ONE PIECE MOLDED SECTIONAL PIPE-COVERING P O O Z 20.THE WORK IN THE BUILDING SHALL BE DONE WHEN AND AS DIRECTED,AND IN A MANNER 14.THE CONTRACTOR SHALL PROVIDE ALL INTERCONNECTING PIPING REQUIRED AND ALL(WATER, _ SATISFACTORY TO THE OWNER Issue ItIr Peimlt . - ISSUE DATE:40M7 "0. DATE RUVWI N 202017 BID 7 PERMIT M212017 ADDENDUMNI . Y11LU411�.i C. - OKt _ dP %7Oa90 � .. BPJIL ArchitectsPC 905 South Main Street Building B,Suite 201 + Mansfield,!to 02048 IX . - z81.-331-8541. www.drlar chilecis.co+n 0— tll®/e SAM 0~ 100 e.*Wmnt CoG R GI CMnrM RI 02010 . IB ElprAr. BMA HENNEWY GROUP C9nb t CNRIS KRUGER 10 POST OFFICE B0.BIBIE 71% BOBICK NA 02100 PII01S GW482•Q48 SYSK• ��•®• mo�o M SY GROUP SpIc.H—ws7 Gmw.ha 10 Pot ORO sqi • SiIm 7m Botm.MA 02109 Tel:517.577.9900 • Fm 617.577.9191 . xw eYsY.mn I1o7111 . - PROJECT TRUE C17OZIENS BANK BRANCH OFIFOCE HYAWS .. 411 WJWASLE RD, HYANNIS, MA rl -r iimn m .. _ . __ PROD=M¢ 21118010 DRAYAM TIRE PLUMBING SPECIFICATIONS t90AlE A.9laare P-003 ism for Figra ISSUE DATE:421M7 O SANITARY PIPING PLAN KEYNOTES MO DATEREVIEW 2rzrzon RiDfvENMrt 1. 3'VENT UP TO SECOND FLOOR anlrzon ADDENOUMN 1 . .._..__ ..� 2. 2'VENT ON. cs.._.. 1 3. 142'VENT ON. �� ----- R ABOVE MOP SINK,SEE WATER HEATER DETAILI AND 6 ON SHEET PS 01 _ E PIPE CLEANOUT SEE DETAIL 40N SHEET P5.01 4. CUT FLOOR .....� .. SUSPEND WATER HEATER NK S I 5. S _- pox............... _::-= ter.:::::::::::::- .. ....._, Ck'^.•—•_-<�-. .�-'---^-^'-:-'S ...: � � ............. ' 8. E FLOORCLEANOUi € 1 I ( € fl 1r........ 7. 2')SAN ON FROM LAV1 ABOVE 8. 4-SAN ON FROM WCI ABOVE 9. 2-SAN ON FROM KSl ABOVE 10.4-SAN ON TO BELOW SLAB f - ] 11.FIELD VERIFY ALL EXISTING PIPE PRIOR TO SUBMITTING BID.ADVISE ENGINEER OF ANY -.- h ----- l _ OFFICE DEVIATIONS."----- CaT'E'SGE�.__./ - DEVIATIONS. _a�yMOFre,. . 12.'1-112'SAN ON FROM EWC ABOVE. 13.2'VENT UP TO SECOND FLOOR 9 HO"T'E1 HOTEL .. ; r. Sm - ' I _.._ _..._._._.... j 1 HP I-4v I - . 13 (, I.,.I ,1 t3FF'ICE\._..% `' 1: -'\ OFT-icE\,.._...f B _.... _. �.. — EWC t _ pff ° E j OFFICE E, ' -112' I oFF;cF\^.,..._.,1 .......... ............. I i D 0 Kmft L : i...................... ArchitectsPC I o 4 ............ o DOMESTIC WATER PIPING PLAN KEYNOTES 1 ,...---............................. c 805..OUth IJain Street � - 1. 1'CW,314'HWUPTO SECOND FLOOR. Building8:SIuile201 L I __ _ __ 2. SEE HOT WATER PIPING DETAIL 6 ON SHEET P 5.01 FOR PIPING AT WATER HEATER Ma9n skirl i- ,AA-02048 -4'------ - - - (E)SAN(BLW) -O ---— , BREAK BxftEA •l\ 3. 117 HWICW ON TO MOP SINK AFTER WATER HEATER SUPPLY TAKEOFF. f} b r ' -�- I� 4. 1l2'HWICW ON TO FIXTURE.PROVIDE FINAL CONNECTION. t�. ... t I .> 3 II T � r, 7 ;- ".I "" `i' 1 '' 6. 1l2'HWICW ON.SEE ADDITIONAL PIPIINGC REQUIREMENTS FOR SINK ON SHEET P5.01 DETAIL 5 JJ; 6- ^•-�^^—I�t —� i., B' C E3— I 7. INSULATE ALL HOT,COLD AND CIRCULATED WATER PIPING.SEE DETAIL 7 ON SHEET P5.01- s BANK j M1w dr(,� CTTIZEN • i ts.' E ..... 'I1zi'E ` T=" 1 fL;,L. ....KSla -4 '1•?7 ; U Cai1C i 7 0 '^•�....TA. I.;.SE .... ................ f...: ____- -_ _ ' ....................,...... �✓b%IN MI CIS(O�d . vioD IME 2 6 i — L@ L4lylra: - ' AF`:,�:LOB. 2 ,3AN.C cSYWAvntn CHRISeer GROUP GEAt cans IRAs Axuoat MSl ! E DCW [ MS1 4""' EN1it ) ........ ..........,�9 ......... EWH1 3 ` -012-41748 L i -._.._..._ 5 4 Sy H a71 J� Elmsy GROUP . - - .nsermm.rlMoawk - ,� PLUMBING FIRST FLOOR SANITARY PIPING PLAN 2 PLUMBING FIRST FLOOR DOMESTIC WATER PIPING PLAN S'`I"HmemyGmW ln` 10 post o�sq= SCALE 1/d'=1'-0' SCALE:1fd'=1'-0' Sub 725 Boetan.MA 02109 KEY PLAN - Tel:617577.99D0 SCALE:NOTTO SCALE F-617.577.9191 . •nxsydacan - N.rlh ~� ISOMETRIC PLAN GENERAL NOTES: pGV� - _ PROJECT TITLE 1/2^ 1. ISOMETRIC PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO 1R 1' 1 V SHOW ALL REQUIREMENTS,SEE SPECIFICATIONS AND FLOOR PLANS 3/ Y 1/4'I FOR FULL REQUIREMENTS. t/21 1/Z' �1/�1/2.. 'f, .........F.. CITIZENS BANK - Ii :..--... �...__ BRANCH ®FLOC , z < l2g'��,�L= I f°� n e — •'. .._:...t€ f 6'4Yl4PdPdVS 2 I'I�y, 1/4 FIpO rn PPP 411 BARNSTABLE RD. HYANNIS, MA I F C Hv9= 3/4- ` FLOCpR / 0� OfL�L \I ; € PROJECT N. 2DRIM P50 1, i DRAVNING 7@E FIRST FLOOR PLUMBING }, 2 -- I 1/2/ 1 1'�i Ii\`i/•v RApCO-N4' cEr SA -- I ti PLAN AND ISOMETRICS •1k ...........i0 , J 4 WALE A.maorm ' C A1F d5) CO 3 SANITARY PIPING ISOMETRIC PLAN DOMESTIC WATER PIPING ISOMETRIC PLAN - -------r SCAIE:NOT TO SCALE 4 SCJLE NOT TO SCALE SL t- QRgOCpN "a for Pem4 ISSUE DATE:421117 NO. DATE RE10S1CN 0 SANITARY PIPING PLAN KEYNOTES 2122017 BIDDEDIpe- 41210017 ANDUMN 1 - 1. 3'VENT DOWN,4'VENT UP THRU ROOF. _ 2. 4'SAN ON. - 3. 1-114'V UP,2'SAN DN. 4. 1.112'V UP,2'SAN DN. S. YVDN. - wn.Lµ}a OKP.af'�Y - k u AE460 MAL - - - r I l t BREAK AREA ' I 13RCA/A - 5� t STt3R. E 1STCtR,N2. f - 8'.f..C`a�u,I I - D L I.oJ1 1 tBCLsPC _.._.__ Archi - - .. - 0 DOMESTIC WATER PIPING PLAN KEYNOTES 305 South Main sired II Building B,Suile 2O1 3 ) - I: p{ 1. 314 CW,112'HW DOWN TO FIRST FLOOR. - Man:Ytield,ivtti02048 ^" `•i :_I •�,, ��lll M 2. 1l2'HWICW DOWN PROVIDE FINAL CONNECTION TO FIXTURE. . ( x"+ 3. 1l2'CW DOWN PROVIDE FINAL CONNECTION TO FIXTURE. 781.-331-8.`'s�ri - ,..,,�Tffi1 2 .....,..__-..-. - 4. 1l2'HOT WATER RETURN DOWN 1�rrr �Mt .:...o.Q.,,..,...a,..".._.__....._ WN^f'.(1fi10EEd"fli;Ct:i 'T - I�'' ---- � ��'��'�� 'S. SEE DETAIL 5 ON SHEET P5.01 FOR ADDITIONAL PIPING REQUIREMENTS. Comm ! Cr ron R1� jA 1d €D>`COS. 3 . 1 f.1r....l ,(r,.` 3 , Ji cs CLD wol 4 HP LAN. .. - i -,� HP LAV� CC3AYiR4Att RQ�&I rg` f 2 .....-�..�-, CRPYfMAIL ROOM - 10 POUT eaam��rA5 �� - tt =,3 ...lTir7...f BOSIOK MR Ot100 . PHONE 8174MW45 :.. - 3 _.........................................: ............................................................... ....,..M....................................... > ............................................................... n l _ BXNNESSY I� S�fSKA . \-...� SaFPdCE � i •-- � OFFICE aBovr A wa.oa Spk4 H—W G.W,he 90 Poat offt.Sq— Sub 725 Boft..MA o2109 �1 PLUMBING SECOND FLOOR DOMESTIC WATER PIPING PLAN KEY PLAN - Tm:9n.57r.9990 1 n F-917.5n.9191 ,I PLUMBING SECOND FLOOR SANITARY PIPING PLAN SCALE,1/4'=VW SCALE:NOTTO SCALE —pk— scue v4•=ra• norm . PROJECT TRLE ....`....... BANK NIK O BIRANCH OfFIFICIE HYANNIS 411 BARNSTAKE RD. HYANNIS, MA - ..... 3 t «..,..:.,. i.3 it ......... � ___. 'PROJECT N¢ amaoes 2 ORARBNh TIME SECOND FLOOR PLUMBING PLAN SCALE: A.h.%Wd I . P-102 lt ISSUE DATE:421117 MOL DATE REVISION -212% DID I PERMIT EyE 4212017 ADDENDUMN I DESIGN DATA FOR EYE ROD KUNGER FAUCET . FIAT WASHER NOMINAL MINIMUMHANGERiWD PIPE A 4.HAWUADLE�iWUC gMEKypN TAKEOUT DUIYEIFR RRA�G SQE LAVATORY O 100 DEG 5.CHOP—IN ANCHOR 1 2 .7 1 4 —1 1 F4 3 B TEMPERED WATER S.HEX HEAD LAG SCREW 3/4 4 1/4 —1 1/4 7.EXPANSION CASE _ 9 HEK NUTS 1 1/4 4 1/2 —1 1/2 - - Y� 1 1/2 4 3/4 —1 1/2 '�y'fcN4 2 5 —i 3/4 2 1/2 8 1/4 —2 1/4 TOM Y MODEL 1LT-10 3 6 3/4 -2 1/2 THERMOSTATIC kVE pN 4 7 1/4 -3 TEMPERING VALVE WIL.k rn'�Il R 6 9 -4 3/4 Y 2 tY cff D �yOw a to t/2 -D 1%z �soek 1/2•pV 1/2.120 DEG SUPPLY HW SUPPLY �K W�`yy S 1-1 TNLFACE0.O. 1-1/2 O.D.WASTE NG is�fo �� p4 FINISHED LOOR 0, W' J FOR PWOOD IFO . FOR CONCRETE FOR STEEL . 1 SUSPENDED ELECTRIC WATER HEATER DETAIL n EYE ROD PIPE HANGER_ I LAVATORY MIXING VALVE DETAIL SE�Je Hrs ON UNISTRUT SUPPORTS SDUE HIS saAE HTS JOSPA 58O0D SERIES KLEENATRON 110,DEG ____y nm CLFPNOUr WITH-LEVEIZE ADJUSTABLE IIAAyy lwypp77EQ�E SECURED RIM R COLLAR OR APPROVED EQUAL FAUCET - HWR ��. ..-. `' /� 4 {� } /'''+ . SCORIATED DKL covFR STAINLESS_ SSUVPPLYY OU F HOT TO FIXTURES'��--� Arc I l i lec tS PC FINISHED LAVp,QE 3/8 BRAIDED HOSE COFFEE MACHINE PROVIDE TOTO CHECK VANE HEAT TRAP TEMP GAUGE�ADJUSTABLE - - TFLPERING VALVE CIYP�) �) COLLAR TLT1O ON IAVA,% -- _ 3/8 BRACED STAINLESS ATMOSPHERIC FAUCETS FULL PORT I 'I STEEL HOSE m FILTERED VACUUM BREAKER eAL1 VALVE �- —� !�..IN 9D5 SOUTI4 I`/l211T S'reaY �, WATER COOLER (TYPICAL) AOUASTAT I Building B,Suile 201 couNIER Loa FROM cw SET m SHUT Man stiold;MA02048 OFF AT 100 .................................................................................................. ... ...._........................................................................ SUPPLY DEG. A w. BACIOLOW SINK �•HOLE SKALL BE DRILLED IN THEJ � i BELL AND GOSSETT TESL-,`33T-S�s4T M . ... LED NICHE VN_K P13OB CIRCULATION I wvr`h•.drlarChi;eC.[S.^,Oi74 PUMP 115v CAPPER CW ,140 c - 0— WATER NA/MER l7I�/R BANK IN�CTI CAULK GASKET ARRESTOR 1/2�w1[IN IN UNION v 1 SAdaroad Croo Rind V (TYPICAL)SHOWN WITH CLEANOUf - RELEF VE CrwaldA At QD JOINT GASKET - PLUG - —— —— — WISP OF PI TEMPERA AND EWN-1 DOH fASSIEH �URE LFAK CFOID Y GROUP 3/4•COPPER CW BALANCE PING GER PRESSURE 10 PORT OFFICE 90.SUITE 725 SAMTO AS CLFANOLT BALL VALVE(TYP) RELIEF VALVE PatlEl YdL� MOUNT m WALL IN BOSTO mFaB2UR PIPE m SAE JAN CLOSET. y FLOOR WASTE PAN. lT]APERING VAVE HIM ...._ ......... ... .......... ... ..... .. ...... ............. ............ . ......... M IN ouNr m wN1 REQUIRED INOIRECILY SAFE WASTE PAN JPN CU)SLT. RFrJPM Ftic of AL PIPE,FIXTURES,VALVES AND EQUIPMENT NEW UNLESS NOTED OTHERWISE DRAIN IN MOP LEAK SENSOR IN - LOCATED IN SET POINf.ON PROVIDE ATMOSPHERIC VACUUM BREAKER ON COUNTER MOUNTED EQUIPTMENT SINK BELOW SAFE W'�PAM CABINET BF1AW WA7FR HFAIER ��o �mc WATER HEATER MKA IllGL`/l MSY /1 FLOOR CLEANOUT DETAIL � PANTRY SINK PIPING DETAIL /1 HOT WATER PIPING SCHEMATIC DETAIL JlA UP U,LA aaeur SCALE NIS SCALE HIS SCALE: NIS- A'°•°"°""tl"16"'a" . - CONCFNID VAYFS AND EEMNfS 199Ab 725 541ana •WRAP wIT-1 INCH TIIDC 1 Pouf®WON To .PRETWIDED FIIMEItpA55 OR RADIAL MITERED PIPE INSI1lAT10N ITosWim,MAO21O9 REOIIIrED PPE INSULATION THICI0JES5. •SKIM COAT OF IN9AATION CEMENT. Td:617.577.99OO •SEOLK WITH WIN OR TAPE •COAT OF MAST C- FCC 617.577.919/ xxwsy9m.wn •VAPOR SEA COLD WATER CHUM WATER •WRAP WITH FOERIA55 RF1Ka0RCOG Cl1Glll. North _ ANDSIOfiI HATER PPING .Nd91 COAT a MASTIC. •OVERLAP 2 WOOS ON PPE INSULATION. - PROJWT THIS FIE RETARDANT JACKET FIRE SECIMNAL I6UATION CMZENS BANK BRANCH OFFICE HYANNpp y taxYk<'an gp 33'' IS s ax stk .• ikk!3 ______ ______ d,yFl f' aY - i r44V YtJn'Y rP43k�dv I rk Y sxk4 e�+�4 ��xA' t7rY" t k1 NNt 411.BARNSTABLE RD. HYANNIS. MA PRFMOLDEO FRIING '' '""' BUT STRIPI AT JOINTS SENM LAP SECURE WTI- E AND SECIM WITH ADHESIVE.All PROM a7 Na 201aO OUTER-SIDINGG BAND BAND OR USE SELF-SEA LAPS SEAS AND uIPS TYPICL AL AT ALL JOINTS AT Top ORAYIDKi 71TE . _ TIERED FIRING , PLUMBING DETAILS "1P Y Ti3s, 't4 Y Aa€ f!x5 . SM012 A.IWoaltt Y+jr tirk rr x1 y kx4Y pik 4xT !�7 tt'V'r'jY rvy trYYYYii)T I�' I%:7 /1 PIPE INSULATION DETAIL 5 P 0 sauE Hrs .: laeus far Palmk ISSUE DATE:421117 . NO. DATE RENBIGN .. X 2017 BID PERMIT 41212017 ADDENDUM NI ABBREVIATIONS SYMBOLSLEGEND GENERALNOTES SHEET INDEX ANNOTATION I CEILING SUPPLY1. WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND SPECIFICATIONS,NOTIFY NO. TITLE SCALE # MAX MAXIMUM .--.-----.-------- ------------.---. ' ® ;WITH BLANKING THE ENGINEER PRIOR TO BID.FOR BIDDING PURPOSES THE MORE STRINGENT SHALL TITLE MARK DETAIL PLATE}Wq APPLY. Mai MECHANICAL ABBREVIATIONS,SYMBOLS AND GENERAL NOTES NONE 2WAY TWO-WAY MBTUH THOUSAND BTU PER HOUR 1 TIRE ( ( n _ ORPLAN NO.-1 .......................................................,.................................................. M-201 SCALE.NTS FOUND M-201 €EXISTING TO REMNN! 2. THE CONTRACTOR SHALL EXAMINE THE COMPLETE SET OF CONTRACT DOCUMENTS FOR SWAY THREE-WAY MECH MECHANICAL M-002 MECHANICAL SPECIFICATIONS NONE y......_._..........__...:_..._.___._...__._._..__...._........._..__.......: -A- MFR MANUFACTURER ' .................................................._€.............................................. ALL TRADES,AS ISSUED BY THE ARCHITECT AND REVIEW DIMENSIONS,SPACE tONONE M-003 MECHANICAL SPECIFICAT OF AD ACCESS DOOR MHP MOTOR HORSEPOWER € `EXISTING TO BEOLISHED REQUIREMENTS AND POINTTO ALL ._-._._.._.__............'..._._._.._........__._............._......._........, { - 'DENT ADJUSTMENTS NECESSARY TO AVVOID CONFLICTS WITHE THE BUILDING SHEET KEYNOTE STRUCTURE AND THE M-m MECHANICAL SCHEDULESKINS NONE Jy1r�.OFbgq ADA AMERICAN DISABILITIES ACT MIN MINIMUM WORK OF OTHER TRADES a REVISION CLOUD .......... _......--- LINEAR SLOT M•101 MECHANICAL GROUND FLOOR PLAN AS INDICATED ADJ ADJUSTABLE IN- DELTAI 8� ( ) + DIFFUSER 3. UNLESS INSTRUCTED OTHERWISE,THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL AFF ABOVE FINISHED FLOOR NIC NOT INC ONTRACT ^.-... ......-,.-------- ----- -------.... ......a ... 1 ... AND FEES EQUIPMENT TAG; PERMITS,LICENSES, ES REQUIRED FOR INSTALLATION OF THE MECHANICAL WORK. M-102 MECHANICAL SECOND FLOOR PLAN AS INDICATED AHJ .AUTHORITY HAVING JURISDICTION NTS NOT TO SCALE AC DESIGNATION AC, 12X6 WR :12'X6'SIDEWALL FURNISH FINAL CERTIFICATE OF INSPECTION OR WRITTEN EVIDENCE OF ACCEPTANCE BY 4 ew"6u AIA AMERICAN INSTITUTE OF ARCH e }-- ;SUPPLY REGISTER M-103 MECHANICAL ROOF PLAN AS INDICATED A'p_ 1 DESIGNATION '"-1 150 CFM INSPECTION AUTHORITIES FOR ALL WORK INSTALLED. sar4;t AMP AMPERE OA OUTSIDE AIR NUMBER I-1 E .4. REFER TO COMPLETE DRAINING PACKAGE FOR EXTENT OF CONSTRUCTION,AND EXACT Mf01 MECHANICAL DETAILS NONE - -' SEAL ......_.._____T.. ARCH ARCHITECT �• POINT OF .r1�'' '12'X6'SIDEWALL LOCATION OF FIXTURES,EQUIPMENT,DEVICES,ETC. M-502 MECHANICAL SEQUENCE OF OPERATIONS NONE AMERICAN SOCIETY OF HEATING PD PRESSURE DROP/DIFFERENCE CONNECTION 1J' O6 WG iRETURNIEXHAUST ............_....._..._............................................OF 41. € ! '5. CONTRACTOR SHALL COORDINATE WITH ALL TRADES TO ENSURE AN UNDERSTANDING OF ASHRAE REFRIGERATION BAIR CONDITIONING pH PHASE POINT OF REGISTER,ISO CFM _ - ENGINEERS DISCONNECTION THE COMPLETE SCOPE OF PROJECT PRIOR TO START OF WORK. PLBGPLUMBING ....._._..< ...................................................... ............................ AUTO AUTOMATIC DUCT ACCESS PANEL PSI POUNDS PER SQUARE INCH `�. 6. ALL EQUIPMENT&MATERIALS SHALL MATCH DESIGN SPECIFICATIONS AND .. .___..__..; AVG AVERAGE ? i - p, €SI NGLE DUCTVAV MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. - - -B- € DUCTWORK(NEW) 9J BOX . ...........................{................................... B BOILER RA RETURN AIR �� -._ j............................. 7. LOCATION OF DUCTWORK IS APPROXIMATE.ALL DRAWINGS AND LAYOUT ARE READ REQUIRED DUCTWORK 111 p� iSINGLEDUCTVAV DIAGRAMMATIC TO SHOW DESIGN INTENT ONLY.CONTRACTOR TO COORDINATE ALL BLDG BUILDING (� u WITH REHEAT € DUCTWORK AND PIPING WITH ALL OTHER WORK IF FIELD CONDITIONS DIFFER RG RETURN GRILLE - (EXISTING) BTU BRITISH THERMAL UNIT +� -„--- --------6--------�-------------•'. SIGNIFICANTLY FROM THOSE SHOWN ON THE DRAWINGS AND AFFECT WORK,INFORM - .......................................................................................... BTUH BRITISH THERMAL UNIT/HOUR RH RELATIVE HUMIDITY ; `VOLUME DAMP ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH THAT AREA - - f— ER RHC REHEAT COIL DUCTWORK i -c- ' (EXISTING TO BE 8. INSTALL FIRE DAMPER OR COMBINATION FIRE/SMOKE DAMPER ON ALL DUCTS PENETRATING -RLA RUNNING LOAD AMPERES CAP CAPACITY ! r � DEMOLISHED) FIRE RATED ENCLOSURES AND PARTITIONS,AND RATED CEILINGS OF HORIZONTAL EXITS. I THERMOSTAT RPM REVOLUTIONS PER MINUTE .....__...._............................._........... ........... THE CONTRACTOR SHALL INTERLOCK ALL COMBINATION FIREISMOKE DAMPERS WITH CD CEILING DIFFUSER ........ ......... ...... LISTED AREA TYPE SMOKE DETECTORS IN THE BUILDING FIRE LIFE SAFETY SYSTEM.VERIFY CFM CUBIC FEET PER MINUTE S ) WITH LIFE SAFETY SYSTEM CONTRACTOR SEE FIRE ALARM SPECIFICATION AND SMOKE SA SUPPLY AIRt DUCTWORK WITH CONTROL NOTES FOR ADDITIONAL INFORMATION. - .. CL CENTER LINE - 1 ACOUSTIC LINING - n 4 - CLG CEILING SD SMOKE DETECTORDR L 9. AIR HANDLING UNITS AND FAN COIL UNITS SHALL BE PROVIDED WITH DUCT SMOKE r'�{ch itectS PC CONN CONNECT SEER SEASONAL ENERGY EFFICIENCY DUCT UNDER DETECTORS AT THE UNITS OUTLET WHEN THE UNITS CAPACITY EQUALS 2000 CFM OR D- SF SQUARE FOOT(FEET) ® POSITIVE PRESSURE GREATER --- SP STATIC PRESSURE DUCT UNDER g05 SDUT17 Mein Street DB DRY BULB I� NEGATIVE PRESSURE 10. A MINIMUM OF 36'CLEAR WORKING SPACE,NOT LESS THAN 30-WIDE,SHALL BE MAINTAINED dB DECIBEL SPEC SPECIFICATION IN FRONT OF ALL SWITCHES,OVERCURRENT DEVICES AND ELECTRIC CONTROL Building f3;SUiEH 2O1. :.............................................................. ........ SR SIDE-WALL REGISTER I1 REHEATCOIL COMPONENTS.THE WORKING SPACE SHALL BE CLEAR AND EXTEND FROM THE GRADE, Mansfield,MA 02748 - DBT DRY BULB TEMPERATURE STRUC SSTRUCTURAL __ FLOOR OR PLATFORM TO MINIMUM OF 6A ME'FT.WHERE THE ELECTRICAL EQUIPMENT 78T-�'t31-k3`s41 DDC DIRECT DIGITAL CONTROL 7iJ� FLEX DUCT _ EXCEEDS 6.12 FT IN HEIGHT,THE MINIMUM HEADROOM SHALL NOT BE LESS THAN THE DEG DEGREE HEIGHT OF THE EQUIPMENT WwwArlarEF`EiECIS.min DIA DIAMETERTEMP TEMPERATURE - 0— TST11. A MINIMUM OF 24'CLEARWORKING SPACE SHALL BE PROVIDED IN FRONT OF THE ACCESS DMPR DAMPER BANK A7ERMOS7AT � DUCT TRANSITION PANELS. -TYP TYPICAL is alrasr ao.Rd ' ON DOWNDwain V 12. THE SMOKE DETECTORS LOCATED AT AIR MOVING EQUIPMENT SHALL SHUT DOWN ALL AIR Po 02IDO DWG DRAWING HANDLING EQUIPMENT VIA THE LIFE SAFETY SYSTEM.WHEN SMOKE IS DETECTED AT V VOLT VANED ELBOW {_ EQUIPMENT,ALL OTHER AIR MOVING EQUIPMENT LOCATED IN OR CONNECTED TO COMMON imp ep�r VAV VARIABLE AIR VOLUME �'—I PLENUM OR SMOKE ZONE SHALL SHUT DOWN. SYSNA 1e09Ee/r GROW EAEXHAUST AIR VD VOLUME DAMPER ..........._.........._....................._........................................................_ - CGER dit CHRIS T UGDF'FlOB 8T1TTe 726 EAT ENTERING AIR TEMPERATURE a� B 13. ALL ELECTRICAL CONTROLS FOR THE SMOKE CONTROL SHALL BE RATED FOR SUCH USE BOS1 MA G410 W EDBT ENTERING DRY BULB TEMP _ Pfror�m7a�s74s EER ENERGY EFFICIENCY RATIO W WIDTH RADIUS ELBOW 14. PROVIDE ACCESS PANELS(MATCH WALL OR CEILING RATING)IN ALL WALLS OR CEILINGS WB WET BULB WHERE ACCESS TO DAMPERS,CONTROLS,ETC ARE REQUIRED BY CODE.COORDINATE EF EXHAUST FAN LOCATIONS WITH ARCHITECT. " EG EXHAUST GRILLE WINS WIRE MESH SCREEN .. ......... .. ....... .. ...... I 15. CONTRACTOR SHALL NOTE THE CRITICAL SPACE AVAILABLE ABOVE CEILINGS.PROVIDE ELEC ELECTRIC I ELECTRICAL .TRANSITION PIECES AT CROSSOVERS,UNDER BEAMS,OVER/UNDER PIPES,AS REQUIRED TO - ��,,,.��LLL��. DUCT FITnNG(SEE aBour EQ EQUAL ACCOMMODATE DUCTS WITHIN SPACE AVAILABLE,PROVIDING EQUIVALENT DUCT SIZE TO DETAILS) - THE DIAMETER SHOWN.COORDINATE CLOSELY WITH OTHER TRADES TO REDUCE ESP EXTERNAL STATIC PRESSURE ` NECESSITY OF TRANSITIONS TO A MINIMUM.NO ADDITIONAL COSTS WILL BE PAID FOR ANY s HB"—yG1010'H` EWBT ENTERING WET BULB TEMP s............T.__...........,,.............__....11....................................................... REQUIRED TRANSITIONS OR OTHER SPECIAL CHANGE SHAPE PIECES ALL DUCTWORK Iop �. sw EWT ENTERING WATER TEMP sT �'�� { FLEXIBLE DUCT _- SHALL BE SUPPORTED AND SEISMICALLY RESTRAINED PER THE STATE BUILDING CODES aim".MA 02105 EXH EXHAUST CONNECTION AND SMACNA STANDARD. F®c elsn.Ble1 EXIST EXISTING s..............'....._.................................--.........................._................... 16. THERE SHALL BE NO PIPING ANDIOR DUCTWORK RUN THROUGH ELECTRICAL ROOMS - � -F- TRANSFER AIR BOOT UNLESS THAT DUCTWORK ANDIOR PIPINGIS SERVING THAT ELECTRICAL SPACE. North I' F FAHfb=NHEIT (S7RNGHT)SEE PROJIECT� it BUTION DEVICEST IN S-0 SCHEDULE 17. ALL FLEXIBLE DUCT CONNECTIONS TO AIR DISTRI 0 BE M FD FIRE DAMPER ' REQUIREMENTS ACOUSTICAL FLEX DUCT PER SPECIFICATIONS. ................>...� FLA FULL LOAD AMPERES ....................................................................................................... ; FLEX FLEXIBLE TRANSFER AIR 18. NOT ALL SYMBOLS,NOTES,DETAILS AND EQUIPMENT IN SCHEDULES ON GENERAL SHEETS CITIZENS BANK ELBOW WITH BRANCHWILL APPLY TO EACH BUILDING.THEY ARE TO COVERALL BUILDINGS AND WILL APPLY � �� OFFICE ACOUSTIC LINING FPM FEET PER MINUTE Li BASED ON SCOPE IN BUILDING. FT FEET FOOT HYAIVNIS 19. LOCATE EXISTING REINFORCING STEEL UTILIZING ANY SUITABLE METAL DETECTION 'H• SOUNDATTENUATORI SYSTEM.DO NOT CUT ANY EXISTING STEEL REINFORCEMENT.SHIFT ANCHOR OR CORE TO HP HORSEPOWER ........ ......... ._......._. ...... MISS THE REBAR. HVAC HEATING,VENTILATION,8 AIR CEILING SUPPLY 411 BARNSTABLE RD, NYANNIS, NIA . CONDITIONING CD-A® DIFFUSER,TYPE A, 20..BOLTS MUST BE INSTALLED TO AVOID DAMAGING EXISTING STEEL REINFORCEMENT.IN ------- HZ HERTZ 100 THROW PATTERN - CASE OF CONFLICT,ADJUST BOLT LOCATION,ALLOWING FOR 1 CONCRETE COVER 4-WAY,100 CFM BETWEEN REBAR AND BOLT. - - - - _I- :................................................:...................................................., pRaEc►Ns 201BOtG _ ID INSIDE DIMENSION CEILING RETURN 21. PROVIDE TRANSFER DUCTS AS NECESSARY ABOVE CEILING FOR RETURN AIR PATH TO AIR IN INCH 1 R REGISTER(GRILLE), I HANDLING EQUIPMENT SERVING THAT SPACE.REFER TO DETAILS FOR TRANSFER DUCT DRAMS TITLE! ' INSUL INSULATION - TYPE A,100CFM SIZES. MECHANICAL I. I n/ KILOWATT 0p ® �a,��MT• I SYMBOLS,NOTES AND ABBREVIATIONS LAT LEAVING AIR TEMPERATURE LBS POUND(S) SCALE: A.blodio0 LINT LEAVING WATER TEMPERATURE M' 0 0 1 ' : kaue R . -ISSUE.DATE:411117 NO, DATE REVISION PART 1 GQIERAL D. DAMPERS: . X. REMOVAL AND RELOCATION OF EXISTING WORK: 2/22017 BID/PERMIT GENERAL PROVISIONS 1. DISCONNECT,REMOVE OR RELOCATE MATERIAL,EQUIPMENT,PIPING AND OTHER WORK NOTED AND REQUIRED 81 1• FURNISH ALL DAMPERS NECESSARY FOR PROPER CONTROL AND FINANCING OF AIR DISTRIBUTION AS FOLLOWS: 4212017 ADDENDUMN 1 A GENERAL REQUIREMENTS: REMOVAL OR CHANGES IN EXISTING CONSTRUCTION. ° ALL DUCTS THAT SPLIT IN 2 OR MORE BRANCHES TO SERVE SUPPLY DIFFUSERS. 2. WHERE EXISTING PIPES,CONDUITS AND/OR DUCTS WHICH ARE TO REMAIN PREVENT INSTALLATION OF NEW WORK b. AT EACH SUPPLY AND RETURN BRANCH DUCT,AS FAR AWAY FROM EACH OUTLET AND INLET AS POSSIBLE. 1. RELATED DOCUMENTS:ARCHITECTURAL SPECIFICATIONS,APPLIANCE AND FIXTURE SPECIFICATION PACKAGE,GENERAL, AS INDICATED.RELOCATE OR ARRANGE FOR RELOCATION.OF EXISTING PIPES.CONDUTIS AND/OR DUCTS. a ADJUSTABLE AND ACCESSIBLE. SPECIAL AND SUPPLEMENTARY CONDITIONS.SHALL FORM A PART OF THESE SPEQFlGTWIIS. 3. PROVIDE NEW MAlE5A1 AMD EQUIPMENT REQUIRED FOR REIIIGTED FAUIPYENT. d. ADDITIONALLYABLE AS INDICATED.ESSIB 2. SCOPE OF WORK,PROVIDE ALL REQUIRED TABOR,MATEIONS,EQUIPMENT AND CONTRACTOR'S SERVICES 4. PLUG OR CAP ACTIVE PIPING OR DUCTWORK BEHIND OR BELOW FINISH. e. JIFFY- - NECESSARY FOR COMPLETE AND SAFE WSTAUARON OF HEATING.VENTILATING.AIR CONDITIONING(WAC)WORK IN 5. DO NOT LEAVE,LONG DEAD-END BRANCHES.CAP OR PLUG AS CLOSE AS POSSIBLE TO ACTIVE LANE TYPE AND FIELD FABRICATED DAMPERS ARE NOT ACCEPTABLE CONFORMITY WITH REWREUENTS OF ALL NM40RMES HAVE JURISDICMN:AS INDICATED ON DRAWINGS AND/OR 6. REMOVE UNUSED PIPING.DUCTWORK AND MATERIAL HEREIN SPFIED OR DESCRIBED. 7. DWOSE OF REMOVED FIXTURES AND EQUIPMENT AS DIRECTED. E. FIRE DAMPERS S1A L BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH NFPA STANDARD 90A AND UL STANDARD J. ECI SITE CLEANUNESS:KEEP SITE FREE FROM THIS SECTIONS SURPLUS MATERIAL TOOLS AND RUBBISH AT ALL TIMES 555 AND SHALL BE SO LABELED WITH A PERI/ANENT IDEITIFlGRION.FIRE DAMPER SHALL BE OUT-OF-AIR SIR DURING CONSTRUCTION PERIOD AND,UPON COMPLETION,LEAVE SITE IN CLEAN CONDITION. 1. QUALITY ASSURANCE TYPE WITH A FACT,,_ SUPPLIED WITH A '- 4. SITE SECURITY:PROTECT TITS SECTION'S MATERIALS AND EQUIPMENT FROM ALL DAMAGE DUE TO FIRE,THEFT, 1. QIlAL11Y AND GAUGES OF MATERIALS: VANDALISM.TO�TMEN' a. QLAUTY OF MATERIAS: F. TURNING VANES:GALVANIZED STEE.,SINGLE THICKNESS TURNING VANES WITH 2 IN.INSIDE RADIUS FOR AL SAME 5. DAMAGE TO OTHER WORK:REPAIR ANY DAMAGE CAUSED BY THIS SECTION TO WORK OF OTHER SECTIONS a. NEW AND FREE FROM DEFECTS AND LISTED BY UL,OR BEARING THEIR LABEL ..ELBOWS,UNLESS OTHERWISE NOTED. - 41'1 Qx 8. DAMAGE TO FIREPROOFING:REPAIR ANY DAMAGED FIREPHOOFlNG CAUSED NT THIS SECTION TO INTEGRITY OF 4Y .? ORIGINAL CONSTRUCTION. b. MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION: SAYE MANUFACTURE.EXCEPT AS NOTED. � w 7. STTE SAFETY:CONTRACTOR COVENANTS AND AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR c. CONFORM TO REFERENCE STANDARDS G. ELECTRIC HEATER - WI LIAM�p, ,fin 1 AGENTS,SERVANTS AND EMPLOYEES WILL PROVIDE AND MAINTAIN A SAE PLACE TO WORK AND THAT HE AND THEY WILL COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY RAVING JURISDICTION J. PRODUCT DEUVEItf,STORAGE AND HANWNG r' F3ECNF9a :.: THEREOF,AND CONTRACTOR AGREES TO INDEMNIFY,DEFEND AND HOLD HARMLESS.ENGINEER.OWNER AND 1. EECTRK:HEATER SFNLL BE UL USTED AND COMPLYING WITH NATIONAL ELECTRIC CODE REQUIREMENTS. UNIT 1. MONNM OF EQUIPMENT:WHERE NECESSARY,SHIP IN CRATED SECTIONS OF SIZE TO PERMIT PASSING THROUGH ARCHITECT FROM AND AGAINST ANY LIABILITY,LOSS,DAMAGE OR EXPENSE INCLUDING ATTORNEYS FEES,ARISING AVAILABLE SPACES SOLI INXUOE AMOMATIC RESET RFIENAL CUTOIR,HEAT UMTIFRS,MAGNETIC CONTACTORS,AIR PRESSURE FROM A FAILURE OR ALLEGED FAILURE ON THE PART OF CONTRACTOR,TITS SUBCONTRACTORS AND HIS AND _ SWITCH •` v"rua.C�' THEIR AGENTS.SERVANTS AND EMPLOYEES TO PROVIDE AND MAINTAIN A SAFE PLACE TO WORK OR TO COMPLY 2. ACCESSIBILITY:FOR OPERATION,MAINTENANCE AND REPAIR. - -WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL NRFDRRY HAVING JURISDICTION THEREOF. J. MINOR DEAATIOWR PERMSSUM H. TERMINAL AR UNITS eEAL B. VERIFICATION OF EXISTING:BEFORE SUBMITTING BID,BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING 4. CHANGES OF MAGNITUDE OR INVOLVING IXTTA COST NOT PERMISSIBLE WITHOUT REVAETY. - CR44M O AND ER THE PRESENT IOF THE WORIONSK TO SHOWWHICH CONNECTIONS MUSE BE DUDE R WHICH MUST BE 5. GROUP CONCEALED MECHANICAL EQUIPMENT REQUIRING ACCESS WITH EQUIPMENT FREELY AOCES98LE THROUGH CHANGED OR ALTERED. GRANTED INTENT O THE WORK A SHOWN MI THE DRAWINGS AND DESCRIBED HEREIN.AND NO 1. SUBJECT EQUIPMENT SHALL BE TESTED TO AND COMPLY WITH ALL REQUIREMENTS OF INS SPECIFICATION. CONSIDERATION WILL BE GRATED B!REASON OF TACK OF FAMILIARITY ON THE PARE O 11E CONTRACTOR WITH ACCESS OOOIS. REPRESWATNE SAMPLES SIWIL BE SUBJECTED TO TESTS INACCORDANCE WITH APPLICABLE STANDARDS AND ACTUAL PHYSICAL CONDITIONS REQUI EVENTS,AND PRACTICES AT THE SITE. K. SUBMITTALS ACCORDANCE IN ORDER TO DEMONSTRATE SUCH COMPLIANCE.ALL MEASUREMENTS SHALL BE MALE IN - 9. REQUIREMENTS OF OTHER SECTIONS:CAREFULLY CHECK THE DOCUMENTS OF OTHER SECTIONS TO ASCERTAIN M .E ACCORDANCE WITH AIR DIFFUSION COUNCIL TEST CODE NO.106113,ASHRAE STANDARD 36.72.TEST CONDMONS REOUIREYENIS OF ANY INTERFACING MATERIALS OR EQUIPMENT BEING FURNISHED AND/OR INSTALLED EN THAT 1. PROVIDE SDI(8)SPIES OF SUBMITTAL MA1FRW.WITH DESCRIPTIVE DATA FOR ALL PRODUCTS AND MATEIRAS, ARIA PROCEDURES SMALL BE AS SPECIFIED IN APPl1G1BLE STANDARDS CITED ABOVE AND IN THE SCHEDULE THE SECTION WHICH RELATE TO THIS SECTION,AND PROVIDE THE PROPER IRK BEING AND/OR CONNECTION. I INCLUDING BUT NOT UNITED TO TIME FOLLOWING,PRIOR TO INSTALLATION.ALL SUBMITTALS SAL BE HIGHLIGHTED RESULTS OF THE TESTS SHALL BE CERTIFIED BY THE TESTING AGENCY AND SUBMITTED FOR APPROVAL.THE - 10.INFORMATION TRANSFER:TRANSMIT ALL INFORMATION REQUITED FOR WORK BEING PERFORMED BY OTHER SECTIONS - SUBMITTAL SEAL INCLUDE A COMPLETE DESCRIPTION OF ME TEST CONDITIONS AND THE MEASUREMENT TO INDICATE SPECIFIC PRODUCTS OR MATERIALS BEING USED. R AMPLE TIME FOR TIME PROPER ISTAl1ATIOH AND CONIECION,AND FOR TUE PROVISION OF ALL OPENINGS a. CDORDIATED LAYOUT PLANS.SHOWING WORK OF ALL TRADES INCLUDING BUT NOT LIMITED TO DUCTWORK. PROCEDURE , REQUIRED IN FROCKS AND WALLS WAG.PUYBLNG,FIRE PROTECTION PIPING.ELECTRICAL CONDUITS AND BUS DUCTS.EQUIPMENT, 2. TERMINALS SK41 BE CONSTRUCTED OF NOT LESS TAN 22 GAUGE GALVANIZED STEEL.ABLE TO WITH-STAND A - 11.TIDIES AND STRUCTURE:FIELD DRILLING AND CUTTING OF HOLES IN BUILDING STRUCTURE REQUITED FOR WORK b. DUCTWORK ACCESSORIES, 125 HOUR SALT SPRAY TEST PER ASTM B-117.STAINLESS STEEL CASINGS,OR GALVANRED STEEL CASINGS WITH UNDER THIS SECTION SHALL BE COORDINATED THROUGH THE GENERAL CONTRACTOR AND APPROVED BY OWNER c. DUCTWORK TYPICAL CONSTRUCTION. - A BAKED ENAMEL PAINT FINISH.MAY BE USED AS AN ALTERNATIVE THE TERMINAL CASING SAL BE . AND BULDING STRUCTURAL EKXNEER ALL SUCH CO-ORDINATION.DRILLING CUTTING AND REINFORCING COSTS d. DUCT SEINING. MECHIWIGLLY ASSEMBLED(SPOT-WENDED CASINGS ME NOT ACCEPTABLE).CASING 9A1 BE INTERNALLY IAED SWELL BE BORNE BY D S CONTRACTOR' .a. FLEXIBLE DUCTING. � WITH 3/4•THICK FIBERGLASS INSULATION,RATED FOR A MAXIMUM AR VELOCITY OF 5D00 F.P.M.MAXIMUM 12.SLEEVES:FURNISH AND SET ALL BEEVES FOR THE PASSAGE OF CONDUIT THROUGH WALLS,ROOF AND FLOORS H. DAMPERS. THERMAL CONDUCTIVITY SHALL BE 0.24 BTU•IN (MR AND BUILDING SURFACES. AS WILL DE REQUIRED FOR THE PROPER PROTECTION GA EACH CONDUIT PASSING THROUGH EX g. INSULATION AND UNDID. ( )/( �. BUILDING SURFACES.COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR W ORDER TO PROPERLY EXPEDITE 3. INSULATION MUST MEET ALL REQUIREMENTS OF ASTMC7071 (INCLUDING C685),UL 181 FOR FJR090N,AND AND PERFORM THIS WORK. - h. TERMINAL.AIR UNIS.PIPE AND RANG ACCESSORIES. CARRY A 25/50 RATING FOR MARE SPREAD/SMOKE DEVEOPED PER ASTM E-84,UL 723 AND NFPA 90A RAW 13.PASSAGE OF EQUIPMENT,CHECK THE gUGH THE NECESSARY OF EQUIPMENT OF THIS ULTIMATE I NTA TO ELSIITE INSULATION EDGES ON THE DISCHARGE OF TIME UNIT MUST BE COVERED WITH METAL UNER TO ELIMINATE FLAKING j. ELECTRIC DI1CT HUlERS. TINT SX:N EQUIPMENT CAR PASS TFK REQ THE NECESSARY AREAS R REACH RS TOMO THE EQUIPMENT TENT k. DIFFUSERS.GRILLES AND REGISTERS. OF INSULATION DURING FIELD DUCT CONNECTIONS.SIMPLE'BUTTERING"OF RAW EDGES WITH AN APPROVED . THROUG W BID COSTS FOR ALL WORK TI O.ANC,INCWDING ANY WORK REQUIRED TO MOVE THE EQUIPMENT 1. CERNTED ACOUSTICAL TEST PERFORIIAHCE DATA FOR DIFFUSERS,REGISTERS,GRILLES AND TERMINAL AIR SEALANT S NOT ACCEPTABLE GSNG SHALL HAVE FULL BOTTOM ACCESS TO GAIN ACCESS TO THE PRIMARY AR THROUGH THE SITE TO THIS FINAL LOCATION,INCLUDING ANY DSYANNNG AND RE-ASSEMBLY. UNITS. - VALVE AND FAN ASSEMBLY.ME OPENING SHALL BE SUFFICIENTLY LARGE TO ALLOW COMPLETE REMOVAL OF THE 14. SKGNNX:PROVIDE S!GMAGE REQUIRED Elf CODES AND AUTHORITIES HAVING JURISDICTION. m. AIR AND WATER TEST AND BALANCE FAN IF NECESSWf.THE CASING SHALL BE CONSTRUCTED IN A MANNER TO PROVIDE A SINGLE RECTANGULAR 15. POTENTIAL DELIVERY PROBLEMS:NOTIFY THE GENERAL CONTRACTOR AND ENGINEER IN WRITING,WITHIN FIVE DAYS n. COMPLETE FORMS PROPOSED FOR IISE IN COMPILING AND RECORDING LEST AND BALANCE DATA OSCFIPRGE MULTIPLE OSCHNRGE OPENINGS ARE NR ACCEPTABLE ALL APPURTENANCES WCWOING CONTROL DKL OF AWARD OF CONTRACT,OF TUE PROPOSED DELIVERY SCHEDULE OF ANY EQUIPMENT OR MATERIAL 1RAT MAY a. CONTROL DEVICES AND SYSTEMS. ASSEMBLIES,CONTROL ENCLOSURES,HOT WATER HEATING COILS,AND ELECTRIC HEATING COILS SHALL NOT (. }� .y /'�PREVENT THE INSTALLATION FROM BEING.COMPETED BY THE PROJECT COMPLETION DATE p. CONTROL SEQUENCE AND SYSTEM DRAWINGS. EXTEND BEYOND THE TOP OR BOTTOM OF THE UNIT CASING. AI'Crlll iC lS.�t✓16. WARRANTY:SUBMIT A SINGLE GARANFEE STATING THAT ALL PORTIONS OF THE WORK ARE IN ACCORDANCE WITH g, VIBRATION ISOLATION. 4. ELECTRIC HEATERS-TERMINAL SEAL INCWDE AN INTEGRAL ELECTRIC HEATER WHERE INDICATED ON THE PUNS. FOR APE PERIOD OF ONE GUARANTEE AL WORK AGAINST FAULTY AND OWNER, PT ERIALTHAT.AND E GUARANTEES 7. ONE SET OF AS-BUILT DRAWINGS. THE HEATER CABINET SHALL BE CONSTRUCTED OF NOT LESS THAN 20 GAUGE GALVANIZED STEEL STAINLESS FORA PERIOD OF ONE YEAR FROM DARE OF FINK.ACCEPTANCE CONTRA T. OWNER,EXCEPT THAT WHERE GIARANTES _ STEEL CABINETS,OR GALVANQED STEEL CASINGS WITH A BAKED ENAMEL PANT FINISH,MAY BE USED AS AN OR WARIANTIES N LONGER TERMS ARE SPECIFIED R.WITHIN .4 SUCH IDNER RETRY SHALL APPLY. L MAINTENANCE ANNIlldS AND AS-BUILT DRAWINGS ALTERNATIVE.HEATER SMALL HAVE A HINGED ACCESS PANEL FOR ENTRY TO THE CONTROLS.A POWER DISCONNECT 17. DEFICIENCIES HI NO ADDITIONAL COST TO TIME OWNER, MOD 24 THE AFTER NSATISFACOTIFICATION.OFI THE CORRECT ANY SHHALL BE FURNISHED TO RENDER IKE HEATER NON-OPERATIONAL HEATER SHALL BE FURNISHED WITH ALL 805 South Main Street ? f CONTRACTOR WHICH BE RESPONSIBLE E DURING THE GUARANTEE PE700D.ALL TO THE DUCENCIES AN THE OWNER THE 1. PROVIDE FOUR(5)CORES OF OPERATING AND MAINTENANCE MANUAL FOR OWNER'S USE FOR EACH PIECE OF CONTROLS NECESSARY FOR SAFE OPERATION AND FULL COMPLIANCE WITH UL 1995 AND NATIONAL ELECTRIC CODE - BUfldin•B,SUiIB 201 ANDR REIMBURSE SMALL BE NETS O R AL FOR ANY DAMAGE CAUSE BY SUCH DEFICIE7NCIE5 AND REPAIR THEREOF EQUIPMENT.EACH ITEM 91ALL BE CROSS-REFAQRCED AND NUMBERED WITH AS-BUILT DRAWING DESCRIPTIONS. REQUIREMENTS.HEATER BALL HAVE A SINGLE POINT ELECTRICAL CONNECTION.IT SHALL INCLUDE A PRIMARY AND REIMDURSE THE INNER FOR ALL COSTS INCURRED. DISC-TYPE AUTOMATIC RESET HIGH TEMPERATURE UNIT.SECONDARY HIGH UMIT(S).10-CHROME ELEMENTS,AND Mansfield.`;NIA 02{)48 , B. MAJOR ITEMS OF WORK INCLUDE' 2. AS-BUILT DRAWINGS:DELVER TO OWNER,ONE SET OF 1MM SEPIAS AND ONE BAND SET OF BWEPRINTS AND FUSING PER UL AND NEC.HEATER 9ALL HAVE COMPLETE WIRING DIAGRAM WITH UBFL INDICTING POWER PANEL SCHEDULES SHOWING WORK AS ACTUALLY INSTALLED. REQUIREMENT AND KW OUTPUT.HEATER SWWL BE INTERLOCKED WITH FAN TERMINAL SO AS TO PRECLUDE 181.•;33T-$SALT 1. AR CONDITIONING SYSTEMS:SUPPLY.RETURN AND EXR40 AIR DISTRIBUTION SYSTEMS,INCLUDING DUCTWORK, - OPERATION OF THE HEATER WHEN THE FAN S NOT RUNNING. - www'dTIBEEI;i;.CC.I^s.co.111 TERMINAL AIR UNITS,SUPPLY NR DIFFUSERS,RETURN AR GRILLES,EXHAUST AR REGISTERS,AND CONTROLS. PART 2 PRODUCTS 2. THERMAL AND ACOUSTICAL INSULATION. - A DUCTWORK ' I. MR CURETS AND INLETS - 3. REMCERANT PIPING AND ACCESSORIES. CIl®N RAN( 4. AV5. VIBRATION UNITS.SOLATWH 1. GENERAL ALL SAFING.DUCTS DAMPERS.ACCESS DOGS,JOINTS HANGERS,STIFFENERS,FIRE DAMPERS AND FIE 1. ALL DIFFUSERS,GRILLES AND REGISTERS SHALL BE OF TYPE AND CAPACITY AS INDICATED ON DRAWINS.STEEL SoGWR6MeG 0-R<4d 8. DOC CONTROLS. RETARDING MAIERALS,W ACCORDANCE WITH REQUIREMENTS OF SMACNA YNAC DUCT CONSTRUCTION STANDARDS,• AND/OR EXTRUDED ALUMINUM CONSTRUCTION WITH BAKED ENAMEL FINISH COLOR AS SELECTED BY ARCHITECT. C G k^IN 0200 7. TESTING AND BALANCING OF ALL SYSTEMS. LATEST EDITION,AND ALL OTHER AUTHORITIES HAVING JURISDICTION AND AS DESCRIBED HEREIN.ALL SHEET METAL DIFFUSERS TO HAVE N)VISIBLE SCREW READS OR CONNECTORS RETURN GRILLES AND EXIAIST REGISTERS - WORK SHALL HAVE A PRESSURE CLASSIFICATION AS FOLLOWS: SIMILAR FUS TO SUPPLY. C. GENERAL ITEMS: a. SUPPLY DUCT BDOWNS MAIN LOOP AND INLET TO TERMINAL NR UNIT-4 INCHES F W.G. 2. BALANCING DAMPERS 94ALL BE PROVIDED W THE BRANCH DUCT AS FAR AS POSSIBLE FROM ALL SUPPLY AND b. SUPPLY DUCTS DOWNSTREAM OF TERMINAL AR UNITS,AIR HANDLING UNITS AND FANS-2 INCHES W.G. RETURN AR DEVICES.THESE BALL BE ADJUSTABLE AND ACCESSIBLE. SYSKA ME N ESBY GROW 1. ACCESS DOORS PANELS:PROVIDE.CONCEALED CONTROLS,DUMPERS,VALVES AND EQUIPMENT REQUIRING ACCESS c. RETURN AND EXHAUST AIR DUCTS-2 INCHES W.G. WITH ADEQUATELY SIZED ACCESS DOORS/PANELS.IN REMOVABLE TYPE COUNG,PROVIDE ACCESS,T TILE 3. ALL DIFFUSER AND GRUB FRAME STYLES SAIL BE APPROPRIATE FOR THE TYPE OF CEILING SUPPLY AIR - 10 POUF OFFICE 60.BUTTE T!e . IDENTIFICATION ONLY. 2. DUCTWORI(:UNLESS OTHERWISE SPECIFIED. DIFFUSER PLENUM SHALL BE UNED WITH 1/2•LINING. - BOSTON.YI1 ammo .. 2. CARTING AND PATCHING FOR MECHANICAL WORK 4. COLD ROLLED'COMMERCIAL*QUALITY HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM NO.M525-67. 4. THE VISE LEVEL PRODUCED SHALL L COMPLY WITH ALL REQUIREMENTS OF THE ACOUSTICAL SPECIFICATION STATED PHONE 0174124745 3. INSULATION:FURNISH INSULATION FOR ALL PIPING,EQUIPMENT AND DUCTS TUT PERMIT HEAT LOBS OR GAIN OR AIR CONDITIONING SYSTEMS. HEREIN.A REPRESENTATIVE SAMPLE STALL BE TESTED IN ACCORDANCE WITH THE PROCEDURE SPECIFIED HEREIN WILL FORM CONDENSATION. • VENTILATION SYSTEMS. IN ORDER TO DEMONSTRATE SUCH COMPLIANCE ALL MEASUREMENTS SEAL BE MADE IN ACCORDANCE WITH AIR 4. COORDINATE ALL NEW WORK WITH EXISTNG INSTALLATIONS. b. DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMEN,OPM DIFFUSION COUNCIL TEST CODE NO.1062R3,AND ASIHRAE STANDARD 36-72.TEST CONDITIONS SHALL BE IN 5. MAKE-LIP WATER FOR ANY INDUSTRIAL EQUIPMENT SAT.FIRST PASS THROUGH AN APPROVED BACKPOW - u FITTINGS:SANE GAUGE AND CONSTRUCTION A AS DUCTS.ELBOWS SHALL HAVE CENIERIME RADIUS NOT LESS ACCORDANCE WITH THE APPLCABLE STANDARDS.THE TEST RESULTS SMALL BE CERTIFIED BY THE TESTING AGENCY PREVENTION UNIT. THAN 1.5 TIMES WIDTH. AND SUBMITTED FOR APPROVAL THE REST REPORT BALL INCLUDE A COMPETE DESCRIPTION OF THE TEST d. DUCT SUPPORTS. CONDITIONS,MEASUREMENT PROCEDURE AND SAMPLE CALCULATION. © . D. REFERENCE STANDARDS: - e. DUCTS WITH TRANSVERSE AND LONGITUDINAL BRACINGS IN ACCORDANCE WITH SACNA V - SMA i"1 V��m 1MN1�� • M 1. PUBLISHED CODES,SPECIFICATIONS STANDARDS,RESTS OR RECOMMENDED METHODS OF TRADE INDUSTRY OR 3. F1DaBLE DUCTWORK J.-ROOM THERMOSTATS _. GROUP GOVERNMENTAL ORGANIZA11ONS,OR LOCAL UTILITIES APPLY TO WORK IN THIS MON WHERE CITY BELOW: a. THE FLEXIBLE DUCT FOR CONNECTION OF GOURD AIR DIFFUSERS TO SHEET METAL DUCT SAL BE A "iis°'�'�•ap1Op^'• FACTORY FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE,INSULATION AND AN OUTER MOISTURE 1. ROOM THERMOSTATS AND TRA1911TTFR SHALL BE OF THE SECT DIGITAL TYPE UNLESS OTHERWISE NOTED,ROOM Spkn H-.m GtoW.be _ BARRIER THE RIVER SLEEVE SHALL BE CONSTRUCTED OF AN EIASTOMERIC COMPOUND REINFORCED WITH a. AABC ASSOCIATED AIR BALANCE COUNCIL THERMOSTATS SHALL HAVE OFi1DBWD CONTROL AND SETPOINT SHALL BE CONTROLLED BY CTIIZENS BANK BAPS 7D Prot OIIce 94°Are b. ASHIRAE-AMERIDW SOCIETY OF HEATING,REFRIGERATING AND AIR CONDITIONING ENGINEERS. WOVEN RBERGASS BANDED TO A VINYL COATED SPRING STEEL WIRE SUPPORTING REIX.A MINIMUM 1-INCH - WALL THERMOSTATS BALL BE PROVIDED WITHOUT SCREEN DISPLAY. StltA 775 a ASTM-AMEBCAN SOCIETY FOR RESTING AND MATERIAL-1, THICK FIBERGLASS QISU ARTNG BLANKET SEAL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN OUTER Boston,MA 02109 d. NFPA-NATIONAL FIRE PROTECTION ASSOCIATION. MOISTURE BARRIER OF A REINFORCED METALIZED MXUR/NEOPRENE LAMINATE OR EQUAL. Te1:617.57`71W) e. OSHA-OCCUPATONAL SAFETY AND HEALTH ACT. b. ACOUSTICAL PERFORMANCE OF THE FLEXIBLE DUCT SHALL BE IN ACCORDANCE WITH AR DIFFUSION COUNCIL K. DIRECT DIGITAL CONTROLLED(DDC). - F=617.577.9191 I. UL-UNDERWRITERS'LABORATORIES.INC. FLEXIBLE AIR DUCT TEST F072R1:PARAGRAPH 3.2.1.SOUND ATTENUATION.AN ACCREDITED INDEPENDENT • - -syeks.cem g. NATIONAL,STATE AND LOCAL CODES OF ALL AUTHORITIES HAVING JURISDICTION. TESTING LABORATORY IN ACCORDANCE WITH THE ABOVE TESTING PROCEDURE SHALL MAKE THE TEST DATA L ESCUTCHEONS North o. THE SOUND ATTENUATION(INSERTION LOSS)OF THE FLEXIBLE DUCT SHALL MEET OR EXCEED THE VALUES 2. IN ADDITION TO COMPLYING WITH ALL OTHER LEGAL REOI TS,IREMEN COMPLY WITH CURRENT PROVISOS OF TABULATED HEREIN: GOVERNING CODES AND REGULATIONS IN EFFECT WRING THE PROGRESS OF THE WORK AND WITH THE 1. PROVIDE EXPOSED PIPING WITH ESCUTCHEONS WHERE PASSING THROUGH WALLS,CEILINGS OR PARTITIONS. PROJECT TITLE - FOLLOWING: STRAIGHT DUCT INSERTION LOSS IN DECIBELS PER LENGTH OF 10 FEET WITH NO AIRFLOW FREQUENCY BANK-HERTZ PROVIDE SLFEV'INC FOR ALL PIPING THAT PENETRATES FLOOR SLABS. a. DRAWINGS AND SPECIFICATION REQUIREMENTS SHALL GOVERN WHERE THEY EXCEED CODE AND REGULATION FLEXIBLE DUCT INNER DIAMETER 125 250 500 1000 20DO 4000 8000 - REOUIREIENIS. 6 INCHES 5 10 18 22 22 20 13 - M. CONTROLS b. WHERE REQUIREMENTS BETWEEN GOVERNING CODES AND REGULATIONS VARY,THE MORE STRINGENT SILL 8 INCHES 4 9 17 22 22 18 10 CITIZENS BANKAPPLY. 12 INCHES 7 7 15 22 22 16 8 - 1. ALL CONTROL DEVICES SAL BE PROVIDED BY BMS MANUFACTURER AND TIED INTO CITIZENS BMS. - BRANCH OFFICE c. DISHING CONTAINED IN LEGAL RT DOCUMENTS SHALL BE CONSTRUED AS MEDIAUT TELYORITY R THE ATTENTION TO .HYANNIS DISREGARD OR VIOLATE LECAI.REQUREMENS THE CONTRACTOR SAL IMMEDIATELY DRAW THE ATTEN110N OF d. COMM REST DATA SHALL BE SUBMITTED FOR APPROVAL. THE ARCHRM TO ANY SUCH CDNFUCTS NOTED IN THE CONTRACT DOCUMENTS e. INSTALLATION OF THE FLEOBLE DUCT SAL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS N. INSULATION AND UNDID AND RECOMMENDED PROCEDURES.E. PERMITS AND INSPECTIONS I. FLEXIBLE DUCTWORK TO BE A MAXIMUM OF 5'-0•W LENGTH.ON RUNS REQUIRING OVER 5'-0•,INSTALL 1 MATERIAL.& ,BALANCE OF DUCT RUN IN SHEET METAL WITH STANDARD SHEET METAL FITTINGS - 1. THE CONTRACTOR SHALL SECURE ALL APPROVALS AND PAY ALL FEES FOR ALL WORK INSTALLED.CERTIFICATE I. CONNECTIONS,AIRTIGHT JOINTS.FASTENED WITH CLAMPS(SIMILAR TO IDEAL 5200 OR 5600 SERIES)AND °. INSULATION,JACKETS FACINGS.ADHESIVES,COATINGS AND ACCESSORIES FIRE HAZARD RATING BY 411 BARNSTABLE RD. HYANNIS. AAA SHALL BE DELMERED TO OWNER BEFORE FINAL PAYMENT WILL BE MADE SEALED WITH SEALING COMPOUND AND TAPE UNDERWRITERS LABORATORIES,INC.STERNER TUNNEL TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF j. FLEXIBLE DUCT BENDS SHALL BE INSTALLED WITH CENTERLINE RADIUS NOT LESS THAT 1.5 TIME DIAMETER BUILDING MATERIALS.STANDARD UL 723,ASTM E-84,NFPA-225. F. OESCPoPIION AND SHALL NOT BE CRUSHED TO FIT LIMITED CLEARANCE . FAMSPREAD: MAXIMUM 25. I I _. ns._Ban,..._'i • FUEL CONT EATTED AND SMOKE DEVELOPED:MAXIMUM 50. 1. 'THE CONTRACTOR ME OF SIMPLIFIED FORMA AND INCLUDE VIDYPLEE SENTENCES WORDS OR PHRASES SUCH AS B. DUCT HANGERS AND SUPPoRTS: � � - PROJECT 1/¢ 2010082 'THE CONTRACTOR SHALL.'SEAL BE'•NRNSH;'PROVIDE••q••AN;'THE•AND'ALL'HAVE BEEN OMITTED • F1,41EPR00FlNC TREATMENTS SUBJECT TO DEIERIORATKXV DUE TO MOISTURE OR HUMIDITY NOT - FOR BREVITY. 1. GENERAL SUPPORT HORIZONTAL DUCTS WITH HANGERS OF SIZE AND SPACING AS INDICATED IN PERTINENT ACCEPTABLE . 2. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WOW.FOLLOW DRAWINGS SMACNA DUCT CONSTRUCTION STANDARDS D. INSULATION SAL.BE NANVILLE OR EOUN.. H LAYING OUT WORK AND CHECK DRAWINGS OF OTTER TIMES 7K1 VERIFY SPACE CONDITIONS.MAINTAIN 2. a. INSTALL DUCE SUPPORTS: c. LABEL AS REQUIRED BY CODE HEADROOM AND,'ACE L MATERIAL a. INSTALL ANGERS. AT EACH CHANGE IN DIRECTION OF DUCT. 7. SCOPE OF WORK LABOR TY WITH A EQUIPMENT.SERVICES AND FEES NECESSARY FOR COMPLETE SAFE b. STRAP HANGERS - -I ALL INSULATION APPLIED ACCORDING TO UIRiENT,EXCERERPT PS FOLLOISHEDWS, RECOMMFNOATIONS. MECHANICAL INSTALURION IN CONFGRMTIY WTTH APPLICABLE CODES AND AUTHORTIIES RAVING JURLSOICIION;AS INDICATED ON EXTEND STIRAR DOWN BOTH 90E5 OF ACTS. � 3. IN9JUTE ALL PIPING.WCIWORIK AND EOURIIENi,EXCEPT AR FOLLOWS: �A I� /'�IL T c DRAWOXS AND HERON SPECIFIED. TURN UNDER BOTTOM ONE INCH MINIMUM. e. RETURN AIR DUCTS IN CONDITIONED SPACES AND EXHAUST AIR DUCTS,EXCEPT WHERE INDICATED. SPECIFICATIONS AL METAL SCREW HANGERS T0:BOTTOM OF DUCT.UPPER AND LOWER SIDES OF DUCTS.NOT MORE THAN b. TYPE OF INSULATION:G. JOB CONDITIONS 12 INCHES ON CENTER. 3. MGE HANGERS:PROVIDE ANGLE HANGERS FORMED BY EXTENDED VERTICAL BRACING ANGLES. • DUCT INSULATION:2-INCH THICK,3/4-LB.DENSITY,GLASS FIBER INSULATION.WITH ALUMINUM FOIL . 1. CONNECTIONS TO EXISTING WORK - MANVILLE R-SERIES MICROTE _ a. INSTALL NEW MURK AND CONNECT TO EXISTING WORN WITH MINIMUM INTERFERENCE TO EXISTING FACILITIES. C. ACCESS DOORS • DUCT LINING 2-INCH THICK,1-1/2 LB.DENSITY COATED ON NRSIDE WITH A FIRE RESISTANT BUCK BCJMJ= A.hrGGYd b. TEMPORARY SHUTDOWNS N ADDITIONAL HA GES. SETRVICES: NEOPRENE COATING MNMLLE UNACOIISIIC. • AT NOS NOT O NTERCES. 4. LINE ALL DUCTWORK 10 FEET UPSTREAM AND DOWNSTREAM OF ALL FAN EQUIPMENT. OO • AT AWES NOT TO INTERFERE WITH NORMAL OPERATION OF EXISTING FACILITIES. 1. FURNISH ACCESS DOOR OF SUFFICIENT SIZE AS REARED,FOR ACCESS.RSPECTIOW,MAINTENANCE AND • ONLY WITH WRITTEN CONSENT OF OWNER REPLACEMENT TO ALL INSTRUMENTS CONTROLS AND EQUIPMENT. 2. HVA.0 SYSTEMS ARE NOT TO BE INTERRUPTED. - 3. MAINTAIN CONTINUOUS OPERATION OF EXISRID FACILITIES AS REQUIRED WITH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. 4. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND ACCEPTABLE MANNER.RESTORE EXISTING DISTURBED WORK Issue forFNIIT TO ORIGINAL CONDITION INCLUDING MAINTENANCE OF WIRING CONTINUITY AS REWIRED. . ISSUE DATE 4021117 NO, DATE REVISION 0. TESTING: PROJECT CLOSE-OUT: _ 2/=17 BID I PERMIT 1. H VAC: 1. AFTER FINAL OPERATION FOR INSPECTION AND ACCEPTANCE,DELIVER ALL COPIES OF OPERATION INSTRUCTIONS- - 4I212D17 ADDENDUMN I. a. DEFECTS:DE MAINTENANCE MANUALS AND PARTS DESCRIPTIONS TO THE ARCHITECT.ALL TOOLS SUPPLIED WITH THE EQUIPMENT LEAKS AND • REPAIR DE REPLACE AS DIRECTED. FOOR M NT R ENMICE SWILL BE TAGGED AND TEMPORARILY SECURED TO THE UNIT,OR TURNED OVER TO THE _. . ER WITHOUT ADDITIONAL COST. 2. ODC CONTROLS CONTRACTOR SHAH PROVIDE POINTS CHECKOUT SHEET. b. NOTIFY THE ARCHITECT IN WRITING ONE WEEK BEFORE TEST. - c FURNISH WRITTEN REPORT AND CERTIFICATION THAT TESTS HAVE BEEN SATISFACTORILY COMPLETED. P. IDENTIFICATION: 1. AN IDENTIFICATION LABEL SAL BE PROVIDED FOR THE FOLLOWING TYPES OF EQUIPMENT: a. TERMINAL AIR UNITS. b. DMHPER MOTORS. .zLO DFD' r C. ELECTRIC DUCT HEATERS. 2. IDENTIFICATION LABELS SHALL BE BY SETON,OR EQUIVALENT.. ,y' °X"LLI 4. _ Q. DOC CONTROLS y aaNlo 1. DDC CONTROL SYSTEM. a. RUN NEW CONTROL WIRING THRU ELECTRICAL CONDUIT. - . - - SEAL PART 3 EXECUTION - f A. RETALIATION OF THE WORK _ 1. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS FOR THE WAC SYSTEMS. 2. DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE NECESSARY OFFSETS,OBSTRUCTIONS OR STRUCTURAL - - CONDITIONS. - 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE WORK IN SUCH A MANNER THHAT IT WILL BE AT THE HIGHEST ELEVATION POSSIBLE.CONFORM TO THE STRUCTURE.AVOID OBSTRUCTIONS.MVNTAIN HEADROOM. LEAVE ADEQUATE CLEARANCES FOR LIGHT FIXTURES,RETURN AIR PATHWAYS.MAINTENANCE AND REPAINS,MID PROVIDE CIFMANCE AND ACCESS AS REWIRED BY CODES.NOTHING SAL BE INSTALLED BELOW CEUNG LEVEL WITHOUT ARCHITECTS WRITTEN CONSENT. - 4. ABOVE ITEMS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. - - 5. PROCEED AS RAPIDLY AS THE BUILDING CONSTRUCTION WILL PERMIT. S. THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION.CAP OPENINGS TO EXCLUDE DIRT UNTIL FINAL CONNECTIONS HAVE BEEN MADE - - 7. CUT MAIMS ACCURATELY,WORK INTO PLACE WITHOUT SPRINGING OR FORCING,PROPERLY CENT WINDOWS, DOORS AND OTHER OPENINGS,EXCESSIVE CUTTING OR OTHER WEAKENING OF THE BURRING STRUCTURE WILL NOT . BE PERMITTED. . 0. MANUFACTURERS DRAWINGS AND INSTRUCTIONS SAL BE FOLLOWED IN ALL CABS WHERE THE MAKERS OFD rl SPECIES AN t6WIPMENT FURNISH DIRECTIONS OR DETAILS NOT SHOWN ON THE DRAWINGS OR DESCRIBED IN THE _ 9. DRAWINGS ARE NOT INTENDED TO BE SCALED,BUT SHALL BE FOLLOWED WITH SUFFICIENT ACCURACY TO COOROILITE WITH DRIER WORK AND STRUCTURAL LIMITATIONS. -A1'Ct1l}�2CfS � 10. SEEM DESIGI:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ANCHORS,SUPPORTS AND CONNECTIONS OF - MECHANICM.WORK TO THE BUILDING STRUCTURE TO PREVENT DAMAGE AS A RESULT OF AN EARTHQUAKE, INCLUDING MANUFACTURED EQUIPMENT,THE CONNECTION AND INTEGRITY OF SHOP FABRICATED AND FIELD - FABRICATED MATERIALS AND EQUIPMENT.ALL SUPPORTS,EQUIPMENT AND CONNECTIONS THERETO SHALL BE -- 905 SDU1fT MART Street' DESIGNED TO CONFORM TO REQUIREMENTS OF THE STATE OF PA AND THE CITY CODE,OR OTHER GOVERNING - - CODES. Building B,Suite-201 11. ALL WORK SEAL BE PROPERLY SUPPORTED FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED NIFOTR::ties.),MA 02040. MANNER INDEPENDENT OF THE CEILING SUPPORT SYSTEM.WHERE OVENFffM CONSTRUCTION DOES NOT PERMIT DIRECT FASTENING OF SUPPORTS,FURNISH ADDITIONAL FRAMING. M1.-331-8541 12. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO BUILDING CONSTRUCTION WITH APPROVED SUPPORTS. WVVNw'dTlii(,^,I':iiCf.(S:.^,gt73 13.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF DIFFUSERS.GRILLES,REGISTERS,AND THERMOSTATS (IF DEPICTED).IF THERMOSTATS ARE NOT DEPICTED SPECIFICALLY ON ARCHITECTS DRAWINGS.OBTAIN ARCHITECTS - 0- APPROVAL FOR, LOCATIONS PRIOR TO INSTALLATION - CIT®1S RAW 0� 100 BaRAI-sl Qt-PaPO B. PROJECT CLOSE-OUT CR1RRM RI 07J170 1. AFTER FINAL OPERATION FOR INSPECTION AND ACCEPTANCE,DELIVER AL COPIES OF OPERATION INSTRUCTIONS, - MAINTENANCE MVNUMS AND PARTS DESCRIPTIONS TO THE ARCHITECT.ALL TOOLS SUPPLIED WITH THE EQUIPMENT No-Imo: FOR MAINTENANCE SHALL BE TAGGED AND TEMPORARILY SECURED TO THE UNIT,OR TURNED OVER TO THE - BYSKA IBIff9BY GROUP OWNER.PROPER INSTALLATION AND CONNECTION. - C-lbot CHIOS Iw1IOE 2. CAREFULLY CHECK SPACE REWIREMENR,INCLUDING SERVICING SPACE REQUIREMENTS,WITH OTHER SECTIONS TO - BOSTON.IRA,Ono POW OFFICE BO.RATE 726 ENSURE THAT AL EQUIPMENT AND MATERIALS CAN SE INS7ALLED IN THE SPACES ALLOTTED THERETO. - 0174024745 3. PREPARE DRAWINGS,ATTEND MEETINGS,OBTAIN ALL APPROVALS REWIRED LEY ALL AUTHORITIES HAVING ' JURISDICTION,CONDUCT REQUIRED TESTS AND OBTAIN REWIRED PERMITS. GENERAL F 1. PAINTING:a. PAINT: JiM CC�NNA SY • BEST GRADE FOR ITS PURPOSE - GROUP • DELIVER IN ORIGINAL SEALED CONTAINERS. APPLY IN ACCORDANCE WITH MANUFACTURERS INSRUCCONS Syske Hmnemy Gmq,ft COLORS: AS SELECTED BY ARCHITECT. - 10 Post QMoe s I� ..b. GALVANIZED 725 MADI709 IZED IRON PRIMER. . Boson. c HOT DIPPED GALVANIZED ON DIPPED IN ZINC CHROMATE - Tel:6175T7.8800 d. ZINC CHROMATE WITH FINISH TO MATCH SURROUNDINGS. Fetl:017.5n.9791 2. CLEANING: e. - rnwsyakaean NoKN D. BRASH AND CLEAN WORK PRIOR TO CONCEALING,PAINTING AND ACCEPTANCE. - b. PANTED EXPOSED WORK SOLED OR DAMAGED CLEMN AND REPAIR TO MATCH ADJOINING WORK BEFORE FINAL - ACCEPTANCE. PROJECT TITHE - c. REMOVE DEBRIS FROM INSIDE AND OUTSIDE OF MATERIAL AND EQUIPMENT. - - 3. CUTTING AND PATCHING:AS REWIRED FOR NEW WORK. CONTROL AND DEVICES CMZENAS BANK 1. ALL CONTROL DEVICES NOT SPECIFIED TO BE FURNISHED AND INSTALLED UNDER THE ELECTRICAL SECTIONS SHALL BRANCH OFFICE BE PROVIDED UNDER THIS SECTION. 2. AL CONTROLS SAL BE COMPATIBLE WITH CITIZENS BANK STANDARDS OR APPROVED VENDOR AT WINCHESTEt. HfANNIS - MA LOCATION. - TESTING AND BALANCING GENERAL _ 411 BARN BL STAE RD N Y1, HYANNIS, 1. ADJUSTMENT: EACH PIECE OF EQUIPMENT AND AL OF THE SYSTEMS SIAL BE ADJUSTED TO INSURE PROPER - - FUNCTIONING OF ALL CONTROLS,AND SHALL BE LEFT IN OPERATING CONDITION. _ ., . 2. PRELIMINARY OPERATION:THE OWNER RESERVES THE RIGHT TO OPERATE ANY SYSTEMS OR EQUIPMENT PRIOR TO - - - FINAL COMPLETION AND ACCEPTANCE OF THE WORK SUCH PRELIMINARY OPERATION SHALL NOT BE CONSTRUED AS PROJECT N¢ 2D10082 AN ACCEPTANCE OF ANY WORK. DRAINING TIRE AIR DISTRIBUTION SYSTEMS - 1. BALANCE AND ADJUST AR DISTRIBUTION SYSTEM TO OANTITIES INDICATED ON DRAWINGS IN ACCORDANCE WITH - AMCATED AIR BALANCE COUNCIL(A'ABC)MANUAL LATEST EWION. MECHANICAL 2. BALANCING AND TESTING SHALL BE PERFORMED AND SUPERVISED BY A CERTIFIED INDEPENDENT FIRM SPECIALIZING IN.TESTING AND BALANCING.FIRM BALL BE A MEMBER OF NBC.TES REPORTS SHALL BE SUBMITTED IN BOUND - POLDERS AND ON AABC TYPE REPORT FORMS.AL DIFFUSERS SHALL BE IDENTIFIED BY DESIGNATIONS ON SPECIFICATIONS DRAWINGS. 3. DIFFUSER AIR DELIVERY SHALL NOT BE LESS THAN NOR EXCEED BY MORE MAN 5%THE AIR DELIVERY INDICATED ON THE PLANS. 4. UPON COMPLETION OF THE INSTALLATION.CONTRACTOR SHALL REBALANCE Y AIR DIS RELMON SYSTEM AFFECTED SCALE A.61Roatkd ANY BY THE RENOVATION,INCLUDING TERMINAL AIR UNITS AND AIR CURETS. M-003 ISSUE DATES 421117 NO, DATE REVISION =12017 BID/PERMIT 4/21/2017 ADDENDUMN 1- ROOFTOP DX AIR CONDITIONING UNIT SCHEDULE-INDIRECT GAS HEATING EVAPORATOR FAN EVAPORATOR COIL GAS FURNACE FILTER ELECTRIC DATA MINIMUM INPUT, OUTPUT, MIN./MAX. OPERATING - TYPE CAPACITY(MBH) EAT LAT MAX.DESIGNATION LOCATION - REFRIGERANT OUTDOOR AIR ESP FAN 'FAN MIN. MIN.N0. MAX. MAX GAS PRESS. TYpE MAX.FACE V I PH I HZ FLAI MCAT MANUFACTURER MODEL � WEIGHT(LBS) REMARKS (CAVIVAV) (CFM) CFM FACE VEL. (IN WG) BHP HP TOTAL SENSIBLE DB'F WB"F DB'F WB'F (FPM) FINSIIN. ROWS (MBH) (MBH) (IN WG) VEL.(RPM) MOCP RTU-1 ROOFTOP VAV R-410A 185 3405 .75 - 3.75 119 1 74 1 73 65 53 52 480 14 4 180 144 7 MERV B - 20813/60 17.2/58I70 LENNOX LGH122U4E 1600 1,2,3,4 RTU-2 ROOFTOP VAV R-410A 1 215 3420 .75 3.75 119 1 74 1 73 65 53 52 480 14 - 4 180 144 7 MERVB 20813/60 17.2131145 LENNOX LGH122U4E 1600 1,2,3,4 NOTES: O L 1. SINGLE POINT CONNECTION it L. y . 2. TIE INTO CITIZENS BMS. 3. PROVIDE FACTORY 14'CURB. 4. PROVIDE SMOKE DETECTOR IN SUPPLY DUCTWORK. - - - - 5. MEDIUM 2-STAGE HEAT. - , aEK DIFFUSERS,REGISTERS,AND GRILLES SCHEDULE EXHAUST FAN SCHEDULE NECK ROUND MAX TOTAL � � - � PERFORMANCE DATA CONSTRUCTION DATA MOTOR DATA FRAME MODEL ARRANGEMENT OPERATING DESIGNATION TYPE CFM RANGE CONNECTION FRAME SIZE MATERIAL FINISH PRESSURE DROP MAX N.C. MANUFACTURER NOTES - - SIZE TYPE N0. DESIGNATION SERVING MANUFACTURER MODEL NO. WEIGHT NOTES SIZE (IN.WG) CFM (�N) BHP RPM FAN TYPE DRIVE TYPE HP V PH HZ (LB) CD-1 SUPPLY 0.175 9'X 9' 6'0 24'X 24' SQUARE STEEL WHITE 0.1 25 TITUS TDC 1,2,3 CD-2 SUPPLY 176-275 12'X12' 8'0 24'X24' SQUARE STEEL WHITE 0.1 24 TINS TDC 1,2,3 EF-I 107 100 0.25 .01 1725 ROOF DIRECT 116 115 1 60 GREENHECK G-065-VGE 20 1,2,3 EF-2 108,109,111 225 0.25 .01 1725 ROOF DIRECT 116 115 1 60 GREENHECK G-070-VGE 20 1,2,3,4 SR-1 SUPPLY 0-115 6'X6' 6'X6' SQUARE STEEL WHITE 0.1 20 TITUS 301RL 1,2,3 NOTES: BMW RG1 RETURN 0-i250 22'R 2Y 2Y X 2Y 24'X 24' SQUARE STEEL WHITE O.t 15 TITUS 35ORL NON-0UCTED 1. PROVIDE DISCONNECT SWITCH. - 2. PROVIDE UNIT WITH CURB MOUNT. D L 3. TIE INTO CITIZEN'S BMS. Archi1.ectsPC 4. PROVIDE WITH WALL MOUNTED PROGRAMMABLE THERMOSTAT. NOTES: t. SEE PLAN FOR CFM - - 905 Sooth Maul S reet. 2. ALL SUPPLY DIFFUSERS SHALL BE PROVIDED WITH OPPOSED BLADE DAMPERS - - Building B,f u14a 201 3. CONTRACTOR TO COORDINATE BORDER AND FINISH TYPE WITH ARCHITECT. AIR TERMINAL UNIT SCHEDULE-WITH ELECTRIC HEATING COIL Mansfield.MA02t,481 CFM ELECTRIC COIL DATA l81-;i31-N; 1. wwwdrlarohiiecEs.culll DESIGNATION SERVING INLETS¢E MIN.UNIT SELECTION DESIGN KW STAGES V/PH/HZ MANUFACTURER MODEL NO. REMARKS LINEAR DIFFUSER SCHEDULE CAPACITY RANGE CFM CffQEN8 BANK PLENUM MAX TOTAL VAV-101 101 8'0 90 401.750 475 4.5 SCR 20811/60 TINS DESV 1,2,3,4,5 1cu1rR�w��a FRAME NO.OF SLOT CFM PRESSURE DESIGNATION NUMBER TYPE MATERIAL FINISH LENGTH INLET MAX N.C. MANUFACTURER MODEL NO. REMARKS VAV-102 104 6'0 45 0-400 360 3.4 SCR 20811/60 TINS DESV 1,2,3,4,5 TYPE SLOTS SIZE SIZE RANGE DROP (IN.WG) VAV-103 106 6'0 45 0-400 250 2.4 SCR 208/1/60 TINS DESV 1,2,3,4,5 MEP SYS R HENNESSY GROUP LD 1 SUPPLY PLENUM STEEL WHITE 2 I.1/2' 4' 810 0-250 .05 25 TINS TBD-10 1,2,3 VAV-104 105,108 8'0 90 401.750 475 - - - TINS DESV 1,2,3,4,5 10 C.R.Itr eoaFl atntE 725m MISER SLOT VAV-105 115 810 90 401-750 420 4.0 SCR 20811/60 "TINS DESV 1,2,3,4,5 BOSTON.MA CHOD .OS Hato=817ee2•4745 VAV-106 105,113,114 8'0 90 401.75D 420 - - TINS DESV 1,2,3,4,5 LR 1- RETURN PLENUM STEEL WHITE 4 1-10 4' - 0-270 .05 25 TITUS TBR NON-DUCTED VAV-107 103,110.112 10'0 145 751.1200 775 7.4 SCR 20811/60 TINS DESV 1,2,3,4,5 VAV-108 1 118 610 45 0-400 230 2.2 SCR 208/1/60 TINS DESV 1,2,3,4,5 NOTES: VAV-201 102,201,203 8'0 90 401-750 525 4.5 SCR 20811/60 TINS DESV 1,2,3,4,5 SnYA HENNEM GROUP 1. SEE MECHANICAL PLAN FOR BRANCH CONNECTION SIZE TO DIFFUSERS. VAV-202 202 1010 145 751.1200 810 1 7.7 SCR 20811/60 TINS DESV 1,2,3,4,5 2. SEE PLAN FOR CFM VAV-203 204 610 45 0.400 725 2.2 SCR 20811/60 .TINS DESV 1,2,3,4,5 6yska Hanne967 Gmlg HG ' 3. CONTRACTOR TO COORDINATE BORDER AND FINISH WITH ARCHITECT 1°Post0flwSqwm VAV-204 205 6'0 45 0-400 725 2.2 SCR 20811160 TINS DESV 1,2,3,4,5 - ante 725 Wls-MA 02199 VAV-205 202,210 8'0 90 401•750 575 - - TINS DESV 1,2,3,4,5 TO 617.5n.9900 1 F-617.5n.9191 VAV-206 102,208 1010 145 751.1200 850 5.4 SCR 20811/60 TINS DESV 1,2,3,4,5 "'"'"'>'�'- . _ North VAV-207 211 6'0 45 0-400 360 3.4 SCR 20811I60 TINS DESV 1,2,3,4,5 VAV-208 206,209 6.0 45 1 0-400 350 3.3 SCR 208/1/60 TITUS DESV 1,2,3,4,5 PROJECT TITLE NOTES: C17OZE NS BANK 1. PROVIDE WALL MOUNTED PROGRAMMABLE THERMOSTAT. BRANCH ®FIF�CfE 2. PROVIDE DISCONNECT SWITCH. IHYANNN S 3. PROVIDE DDC CONTROLLER AND 24V TRANSFORMER.COORDINATE WITH ELECTRICAL TRADES. 4: CLEARANCE:ALLOW T-0-CLEARANCE IN FRONT OF DOC CONTROLLER. - 5. PROVIDE ACCESS OPENINGIDOOR TO SERVICE THE VAV BOX DDC PER MANUFACTURER'S RECOMMENDATIONS. 411 BARNSTABLE RD, HYANNIS, MA PROJECT N. 2010M . GRINNING TIRE MECHANICAL SCHEDULES M-004 Issue for Point ISSUE DATE:4MM7 NO. DATE REVISION 21=017 BID I PERMrT 1W `PYA#dRI"T!!vG arnon �i ( k W ....._._. ... _..._.......:._.___._.: ... ! ..._us NERAL NOTES [ I .. ,z ...:.. -- .. ......_{ ( °..R7.:. ............... °� L0.7 _..-..y......_...... i _F.4'137 ._. . i e �� A R.O. r2iU 6°3'F+ O (�7 O !v t! try -� _.,-,z3')dj,F. F —. Wp ( 1. ALL NEW PROGRAMMABLE THERMOSTATS AND RTU-1 CONTROLS SHALL BE TIED INTO I : „s f,, ; t,esLL .+m I I# f n o ,.. ! t W _...I�``--- ..._ BMS(CITIZENS BANK) F W. RW 0 ._w. e � .... .... acr `co-7W E cr�f ! f e• ., •'(' ! € o z"4rj-tou !� ; BSetG1T ,os AG 2. PROVIDEACCESS PANELS FOR ALL VAVS,BALANCING DAMPERS,AND DUCT STATIC . I I> -... , . �..-.. `� ._.� o SENSORS. a kt s '`�ixiDFla_.._...._.._ . /I 3. ALL VAVS REQUIRE A MINIMUM OF 4 INLET DIAMETERS OF STRAIGHT DUCT UPSTREAM s'$wlLuv!' f , rr_ _ __::.�::..._._.._;:......._......�:....�...'^. :•.iil; �`\ 'i. \ i OF 9ostE,,t'z, .11.............. C .. { ..................I a r t°ax ;r::,'.,:.✓7 it ->.I 0 UNIT. ,.;•,t. !✓w.' f I lO iq t _ _.,(.i: '1,'..;• !i �f �'""✓. -- �' !i �-` f •'� ;! 4. PROVIDE WALL OPENINGS IN ALL FULL HEIGHT WALLS TO PROVIDE RETURN AIR �v c -✓*$« C ,1 PATHWAY TO RTU.OPENING SHALL BE SIZED TO ALLOW AIR VELOCITY NOT TO EXCEED �''%xu+u t• � ! 1 f ... ....._._....�.._..._.-�__ RG7 W�' ''' 1 300 FPM. . ........ ._.....___.._..._. sa. ........ I r:aA ............ ' ( ° norm•a" %' ° ! k 5. PROVIDE CONTROL WIRE AT DIFFUSER OUTLET FOR ALL VOLUME DAMPERS ABOVE �r l... ......::................................ '.a eFK C:.7:.._.. -._:::......�....................':.. .- ....i..<_..!`..:...�._� f f .......... .........-._rW--`-^.alL�_... ..i':V'bf,��'.';;;':: _ .'s�«'"�s::;-7.^- � INACCESSIBLE CEILINGS. n RG7 I I 1101 t,?": -..._�___:..•-.... ..- 8x8 EXHAUST DUCT UP f ��' ..._.�• ' ....( .. ��:..�� "��1 - ;. .. ... TO EF-1 ON ROOF ABOVE e Vim............4.<:..,: / 8� i _ 3 _ e 5 F� _ p �,• KEYNOTES �.,..,:! a y • Ot. 28.20 SUPPLY AIR UP TO R7U-7 ON ROOF ABOVE. (M��E - 1 .ia'�nz ;a{ � 'I•a°L 3: xa � �°� I 2. 24x78 RETURN AIR UP TO RTU-t ON ROOF ABOVE. f Rpm�•.-✓ ._ .. is G"§v'" / fi0 v ? = i o 1r j ✓ 3. 24x78 bPEN-END DUCT WITH WIRE MESH SCREEN. mm'ok L 4 DU ACOUSTICAL LINING SEE SHE -501 (. t'7 PROVIDE TRANSFER CTWITFi #40N SHEET �C�.+I�I�i.��.�1�� , a i _; � �.aa•. �., � �E � x xc,t I �#� �... I! � (�� )' t _ _��.� $, .t FOR DUCT SIZING €} f I - ............... € - Ors 5. SMOKE DETECTOR IN SUPPLY AIR DUCT TO BE FURNISHED AND INSTALLED BY _ 905 south Main.,_refit � � �--- " "'"^<:'^'"''''�'^ "w""" "'-Y;T'� '! 7 � j •:� � >'�� ju:, ! ELECTRICAL CONTRACTOR PER MANUFACTURER'S RECOMMENDATIONS. dineB,Suilr,2(;1 ....... ..:.... ..... L...... .4 .f I if . <. EE jjj I.......___.._.__._.._.._ �.. ��-,xs� t� 12A0- '.:r I ( Mansfield.:. � Building 102s'3�B 6x,0 tOx70 � � vl•7n i j51 ;31-Li.'r;t w�v�=.�..drtareP.E€act,. ut7t antam RANK 7 �t � , ,. 100 P ... ..:1._-'! OGbSodac2lRI @YiOao.Rya ISO ! J.iZ ✓."S"a ,� - ! fAm SYSKA IE7NESSY GROUP € t �'3 o f !I - - CaYa WRIB KRUOER � 10 POST OFFICE BO.BNfE 728 101\� ! 101 ." ,v ( ! 1 !! �� i =•-. - _ '` -f SD81011 W Ot10P }} .. .. t 1 I l mt PHONE NT-0Sbq46 d. .�. « ..., .. ATH -771 It GROUP Syduf HefineW Gf tp,nc 10 Post Offl.Sq,- Sure 725 Bit.,len oz w ( - Te1:617.5T7.6Wo MECHANICAL GROUND FLOOR PLAN _ PU:e,rsnstfi,. wnw cysk— ® . r..._............................_..............._........................-...........................................:..........................._...............................................E_. - PROEOr TDTE ! CITIZENS SAND �` ✓' BRANCH OFFICE ---__._._.__. ._ _ __ __.._____ ____..___ _.r IHYANNIS € ! . ! 411 BARNSTABLE RD, HYANNIS, MA t. ..... ..... ...: .... ........... .. ..... ......... .... -m PROJECT pm 2MOM ORANKNO Trim MECHANICAL GROUND FLOOR PLAN SCAE N h�0 M-101 . ISSUE DATE 421M7 - NO. DATE REVISION 2/72017 BID/PERMIT d/212017 ADDENDUMN 1 i..................................................................................................................................................... : _.__..__..... GENERALNOTES 1. ALL NEW PROGRAMMABLE THERMOSTATS AND RTU•2 CONTROLS SHALL BE TIED INTO BMS(CITIZENS BANK). . zao ._ 2. PROVIDE ACCESS PANELS FOR ALL VAVS,BALANCING DAMPERS,AND DUCT STATIC i e19 :ar �,. ✓ +ate tbxte- dm .i I - I, I iPf � � - �' a .,r.. i. SENSORS. �yai0 �{ _ 3 REQUIRE A MINIMUM OF INLET F STRAIGHT DUCT UPSTREAM .� I! r 1 I r ,acr.t . �, � OF UNIT. 4 L DIAMETERS 0 RAIGHT UC S MM �.. ��I ,...q..._s5a�,� � 1 �.'+(N1F�"F�✓ �pC�AALl F � — R ... ... 4 PROVIDE WALL OPENINGS IN ALL FULL HEIGHT WALLS TO PROVIDE RETURN AIR { _ .73a.3fla (........ .':'t_� ..... �.i. ... � f... i Iq .R ...- Ss € PATHWAY 0 RTU OPENING BE SIZED OW AIR VELOCITY TO EXCEED `'ow YT GSHALL TO ALL CTYNOT u FPM A�cr7 �1: SEALa Hp 2� I� RG•, r� .toe ( e'. !i 5. PROVIDE CONTROL WIRE AT DIFFUSER OUTLET FOR ALL VOLUME DAMPERS ABOVE \ e € / I' INACCESSIBLE CEILINGS. _L_ 3 i�£B £ f a ' I co-1 € i 10.10 EINAUST UP TOfEi ON ROOFB (!.. .r: e r r maiExNAu9roucr ;y i 1 00 6€ DOWN TO FLOOR BELOW. ....€.._.............. ACT _ W ...� .. .. 7. I _ /` 0r .....�......;mi KEYNOTES ! I j C �J, ASL i�{Q � car - _ € .v/j: i - ..........I ! 1.._....... ... 1. 28x20 SUPPLY AIR UP TO RTU-2 ON ROOF. _..._.__i._. I r 1... — O 3 .__ G .......... ........._._ — I I i518K ...... ___ ___. `�� AD _..,....._._...,......._-_ -_.__ ..,'a..___.._ _.....€ = �'� .-- I vA ',r:, (1o.1z �\ ...�. .- .) `\ f 2. 24x18 RETURN AIRUPTORTU-2ONROOF. I tat 8c8'EXHAUST DULT ese 4 i ,9,10 E .+00 r ..,_� . �UPTOEF-7ONROOF. € - "''� '� � ` I i - .I- \ r 3. 24x18 OPEN-END DUCT WITH WIRE MESH SCREEN. ? _ Ro-t - To —~ I 4. PROVIDE TRANSFER DUCT WITH ACOUSTICAL LINING.SEE DETAIL#4 ON SHEET M-501 ArCI4, i tectsPC 2: I FOR DUCT SIZING. Y� r f ` e 5. THERMOSTAT TO CONTROL EF-2 ON ROOF. - 905 South Main Street f .Xt f } < i._` ...,_ 8 ; ... . 1 _ - Buildtrlg B.Sufte.201 - cD€ r't: RatC Acr:t 6. 28x20 SUPPLY AIR UP TO RTU-1 ROOF ABOVE AND DOWN TO SERVE FIRST FLOOR Manstiekl,!A 02'048 , I I 1501 rP 7 € ( - I BELOW. € , i fi.E >ao2 ! ...� £ _ ` .F t 10-s i 7. 24x18 RETURN AIR UP TO RTU-1 ROOF ABOVE AND DOWN TO SERVE FIRST FLOOR wlvv;,drl,3r8chli rE ^,un "'f r: i___.... ...i .. --..t .�-._y, . .f•'z TX .i- ._ BELOW. _ } 8. SMOKE DETECTOR IN SUPPLY AIR DUCT TO BE FURNISHED AND INSTALLED BY ( f i tz�p� f T -`9-- ("%rT4 ELECTRICAL CONTRACTOR PER MANUFACTURER'S RECOMMENDATIONS. carom �+—+ rii9,'...........1 ".-� —`:................I ''" E -.i a..aa ro ocean _� _ MEPrapENN mnP-.(... {j ( 1 eraNA N�sar GROUP II 1 ,, ! 3 � - _ SURE Tlb .. I ( ! F41a1 ",`•/': 3j v ..'�. _ LD7 I PHONE:E17402-1746 —k225 SnKA HE[VNnSY am UP jf SYske NmmeaY G.M.W_ . - € 10 Pdsl ONod Square I _ _ Su1t8725 Boston.MA 02109 Tel:517.5T7.9900 ` MECHANICAL SECOND FLOOR PLAN [ F8xt B17.577.919t 1 SOALE 1/d'=1'-0 vim'yd.— North . PROJECT TIME CITIZENS SANK BRANCH'OFFICE I HYANNIS 411 BARNSTABLE RD HYANNIS MA ....: EE ---:— .. PROA=Nrx 2 189e2 . GRAVIM WnI- MECHANICAL SECOND FLOOR PLAN - � BYSAIE N 97SorF0 - M-102 tome fbr P fffdt ISSUE DATE 401117 .N0. DATE ,..REMON .. 222017 BIDIPERMrT 4212017 ADDENDUMNI " ._ .. ___........._...._._......._........._ _........__. ._._........_.......__.. ... ..—_._..__......._....______.__.......__...__�____. Y K9i. , G 0 ! SEAL , i Moak f€ I i I 6 OD L I n 3rl ArchitectsPC ! 905 South mean S reet { EF d O ..__ ...._ .._ Building B Suile'201 p t. M9r I Ii 'MA 020A . ... ...... ........._._.._ __. _ .__ 331 8`41i8i wvadr(arF- .,u7 --- o ---- af�B elwc 100 O OOVIR%w moo»Rotl i ! RTU 1@ 6V�c GYM HENIGM GROUP 3 EL �.3 fePOUrj _...J 10 TON.IIA 02 BOaFFlCE 81117E 775 PHONEBOSll€g 1 ----------- � . 14 74 �— 9 1 11jGROUP ! - Sydm Hm=q GmW,I- sure 725 « ,: ....u...«......... Bmmn.M401109 Td:617.577.99D0 F-M.M.919191 . .,_......_.�...._.... _ www.aydm NofIL PROJECT TIIIP 3 COMENS BANK BRANCH OFFI)CE o-aveaNNoS OMECHANICAL ROOF PIAN SCALE 1/0'=1'd _ 411 BARNSTABLE RD.-HYANNIS. MA PROJECT i N. 2maom CPAVAINO TTMR MECHANICAL ROOF PLAN, BCAM A.2NaY0 M-103 ISSUE DATE 421117 - NO, DATE REVISION 222017 BID/PERMIT 4M2017 ADDENDUMN 1 MAINTAIN I2'TO 1•GAP - BETWEEN DUCT AND GYPSUM LOW PRESSURE TOP OPENING SIZE TO BE BOARD PARTITION.SEAL WITH - BRANCH DUCT EQUAL TO INSIDE CLEAR FIBERGLASS INSULATION. -w1 I VOLUME DAMPER FOR LOW DIMENSION OF DUCT. PRESSURE BRANCH DUCT ONLY VOLUME DAMPER SIMILAR TO - ` ROUND VOLUME DAMPER DETAIL SHEET METAL STRAP 1• (25.4-MM)WIDE OF SAME _ 113W.'6•MINIMUM METAL GAUGE AS DUCT. - SHEET METAL SAND t' 1•�o'"L1a CLINCH COLLAR DUCT (25.4-MM)WIDE OF SAME i�F7 s p . METAL GAUGE AS DUCT LOW PRESSURE � � Wt1L.lAM P, MAIN DUCT OKC'{,• �'2 45" M t A - T b�u8a69 e 3'MIN. ALL-THREAD HANGER ROD t . W2' SUPPLY W/ACCESSORIES AS USED AIR 0.ow f DUCT FOR LIGHT PIPE HANGER. TRANSFER DUCT SCHEDULE SEAL DUCT TO HAVE P THICK TYPE SIZE MAX CFM ACOUSTICAL LINING. - " NOTES ® 1202OREQUAL 300 NOTES: :3 r I . I - 1.USE FOR SYMBOLI WHERE - ® 1802 OR EQUAL 480 1... PROVIDE TRANSFER DUCTS TO SPACES WITH FULL ' BRANCH DUCT AIR QUANTITY IS LESS © 2402 OR EQUAL 6DD HEIGHT PARTITIONS. ANGLE-NOT LESS THAN 1'X THAN 25%OF THE TOTAL AIR FLOW. 1•X 1/8•(25.4 X 25.4 X 3 MM)' - 2.DEPTH AT W1 MUST BE LEAST 2' 0 3Oxl2 OR EQUAL 750 2. SIZE DUCTS AND OPENINGS FOR 300 FPM. SIZED TO MATCH DUCT. LESS THAN DEPTH AT W2. © 360 R EQUAL 9DD 3, MINIMUM 3•TOP CLEARANCE. ' 1050 4. .COVER OPENINGS WITH 314'WMS _ ® 5. PROVIDE FIRE DAMPERS AT RATED PARTITIONS. SIDE CONNECTION(WHERE R=D IS NOTE POSSIBLE) -® - 48z14 OR EQUAL 1400 REFER TO ARCH PLANS FOR LOCATIONS. SCALE:NONE SCALE:NONE SCALE:NONE RECTANGULAR DUCT ANGULAR TAP WITH VOLUME DAMPER 7 TRANSFER GRILLE SIZING DETAIL 4 TYPICAL DUCT HANGING DETAIL .10 1 3I8'SQUARE ROD AIR CUSHION 1-112 VOLUME 45'TAKE-OFF ::� DKL VOLUME 1/4'SET SCREW TIMES NECKO(MIN.) ROUND DAMPER SUPPLY 1114"SE SCRE - WALL CONSTRUCTION DAMPER DUCT. DUCT CAULKING OR MORTAR ACCrII"OC�Sf G BETWEEN SLEEVE a FLEXIBLE DUCT 5'-0•MAX DUCT FLEXIBLE DUCT 5'-W WALL BY MECHANICAL LENGTH.30•MAX MAX.LENGTH.30'MAX SUPPLY 16 GAUGE CONTRACTOR OFFSET,SAME SIZE AS OFFSET,SAME SIZE AS DUCT B05 South Mein Street 1/4•LESS THAN GALVANIZED BLADE DIFFUER NECK DIFFUSER NECK DUCT DIAMETER SLEEVE VLARGER (TYPICAL). (TYPICAL). Building B,SUiIB 201 31W SQUARE ROD VENTLOCK NO.609 THAN PIPE I x DUCT DIA.MIN. 1 x DUCT DIA MIN. Mansfield,IVIA 02048 END BEARING PIPEIDUCT CEILING DIFFUSER METAL CEILING DIFFUSER METAL DRAW 781-;I31 Sri r 1 GASKET(TYP.) DRAW BAND BAND . �WWW'.dfil'r3FCI'?iircE3.fpm FLEXIBLE DUCT S-W MAX LENGTH. 30'MAX OFFSET,SAME SIZE AS ROUND _ DIFFUSER NECK(TYPICAL). W� VOLUME m®/B WK VOLUME DAMPER DAMPER �� N. L J 1 x DUCT DIA MIN. 100 GORR""OUR Raa 1.1rItxN4 W @100 MECHANICAL CONTRACTOR WITHPACK 12'VOID ANT PLENUM 1 x DUCT W RH FIRE RETARDANT DIA MIN. � 1@ Ebro ,. INSULATION B THEN SEAL SUPPLY gt,�HENNESSY GROUP VENTLOCK NO.607 MOUND PIPE S SLEEVE DUCT 111 DIFFUSER ER SUPPLY DUCT CHRIS THRU WALL - 10�P09T SQOFRCE &mE 725 END LEANING FOR WITH WATERPROOF METAL - INSULATED DUCT VENTLOCKN0.636 - CAULKING. - DRAW BAND - PROTON.W 02f74 REGULATOR LINEAR SUPPLY P/ID/�017416N74a - INDICATING HANDLE NO.635 FOR - DIFFUSER DUCT UNINSULATED DUCT - NOTE: 1. SPECIAL CONDITIONS THAT CANNOT MEET ONE OF THEE STANDARDS SHALL VOLUME NOTES: BE BROUGHTAL THE ENGINEER'S BLADEATTENTIONDAME .CASE H CASE BASIS. DAMPER 1.INSULATED PIPING SHALL CONTINUE 2. DIFFUSER SHALL HAVE OPPOSED BLADE DAMPER.SEE SCHEDULE � INSULATION THRU SLEEVE. 3. REFER TO SPECIFICATION FOR INSULATION. S nyA i7rx��f osy .�711.�7 GROiV^'1'Lnd�\\ll��'LL77J l SCALE:NONE SCALE:NONE SCALE:NONE SpImH-ter Gmw•k 10 Pom OKI.Stu- ROUND VOLUME DAMPER DETAIL 8 PIPES If DUCTS THRU WALLS 5 TYPICAL DIFFUSER INSTALLATION DETAIL 2 BSub 73 oostm MA02109 Td:61737/.9900 STRAIGHT ROUND DUCT LENGTH ACOUSTICDOME - wwxerekacax North®' 4 4 DIAMETERS MINIMUM 7-0' BUCKLEY BUCKLEY MINI BUCKLEY OVAL BUCKLEY STANDARD 17tO.uT 7fTtE ( ) BELLMOUTH cz BELLMOUTH BELLMOUTH 45•RECTANGULARTO RECTANGULAR CONNECTION c CONNECTION CONNECTION ROUND BOOT TO ROUND FASTEN AND SEAL CONNECTION BODY OF GRILLE TRANSITION CONNECTION -1.5•RADIUS 0.5'RADIUS. --1.5'RADIUS - FMINIMUM MINIMUM MINIMUM VO(TYPICAL) 1•ACOUSTICLINER OO�� -ROUND OR FLU 45' - 'B CIH OFFICE: _ 01 y DUCT OYPI WORK (ENO) CEILING GRID HYAN lIIS• MAIN DUCO2 T ACOUSTICAL DUCT LINING -- 411 BAR14STABLE RD. HYANNIS, MA FASTEN AND SEAL IaTlso Oucr tUwwP INxxm Dxr PINMM lax90 DEC!` YINYVY R019® DUCT IN9MlY CONNECTION OR SOUND ABSORBER AS DUer OFENING Duct DxT OFENNG 011CT DULT OPENING DICr DUCT OPENING DUCr ._I REQUIRED s� ImD1t slzO � NCI SIDE S� H� S� � NBF99 CLINCH CONNECTION 5y ey 9• sy _ 5y _ - tsr s•x m• Y ACOUSTIC DOME _ � - TERMINAL UNIT Y� toi. ii• Y� T� o' ey - - e'P e•x 1Y e• - - 7y ex10-918• IO• TA 8•x tY a• PROJECT Ns 2D1a0BR ey n•r +Y ey e`0 n• ey e.1x-t'ja• 1D• e'r s-+/Yz1Y e-t/2• MAX.85/8' 1'ACOUSTIC LINER - 9'4 12y 13• 9•0 - 9y 9•.13-1/Y to' ey x 14•B-1/2• toy t3y 14' 10'4 Tly tY 10-I 9'.trlr4• 10 +Oy 8-1/2'x 18•6-t/ gTAylpq TTRg NOTES IY4 1Sy 16• lY4 _ _ 1YI B'ne-Y/6• 17 1xy 9-1/z'x lr 10-1 Y IP4 17y lY /4'0 toy .91m-i/Y IC 14y 1 z 20' 1 1. THE OPERATION OF VARIABLE VOLUME TERMINAL UNITS ARE AFFECTED BY EXCESSIVE tTo toy xo' 1To _ - - +ey 95a4-5/e' IT t6 12'x 24• t4• -BODY OF GRILLE TURBULENCE ON THE ENTERING SIDE OF EACH TERMINAL UNIT.THEREFORE,TERMINAL UNITS - - MUST NOT BE INSTALLED TOO CLOSE TO MAIN DUCTS,ELBOWS AND FITTINGS. NOTES: 2. WHEN MINIMUM UPSTREAM STRAIGHT DUCT CONNECTION TO TERMINALS,AS INDICATED ABOVE, MECHANICAL DETAILS CANNOT BE MAINTAINED,PROVIDE ORIFICE PLATE,STRAIGHTENING VANES OR OTHER DEVICE AS 1. OPTIONAL FITTINGS TO BE USED WHEN DUCT HEIGHT DOES NOT PERMIT THE CEILING GRID RECOMMENDED BY THE MANUFACTURER AND SUBMIT TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION. USE OF THE STANDARD SIZE BELLMOUTH. 3. MANUFACTURER OF TERMINAL UNIT SHALL PROVIDE CONTROLS ON LEFT OR RIGHT SIDE,AS 2. BENDING THE EDGES OF BELLMOUTHS IS NOT ALLOWED. REQUIRED BY FIELD CONDITIONS. 3. •MINIMUM•DUCT HEIGHT SHALL BE BASED ON CLEAR INTERNAL DIMENSION, SCALE: A.°tee 4. ARRANGE ACCESS TO PERMIT EASY FIELD BALANCE AND MAINTENANCE OF TERMINAL UNIT. EXCLUDING SOUND LINING. -SCALE:NONE SCALE:NONE SCALE:NONE M 5O 1 1 - TERMINAL VAV INSTALLATION DETAIL-PLAN VIEW 9 TYPICAL DUCT TAKE-OFF 6 RETURN GRILLE ACOUSTIC DOME DETAIL 3 Italics for Parmft - - ISSUE DATE 4211117 . NO. DATE RENBIDN ' 2J22017 BID/PERMIT ' M212017 ADDENDUMNI DISCONNECT SWITCH REMOVABLE FAN SECTION BIRD SCREEN 11 - HINGE SQUARE CURB ADAPTER HINGED BASE 4p ROOF FASTEN TO DECK WITH ROOF INSULATION BP/1L INSERTS(6'O.C.) BACKDRAFT DAMPER J EXISTING DUCT EA NOTES: 1. ROOF ADAPTER TO FIT TO EXISTING ROOF CURB. 2. ROOF PENETRATION SHALL NOT VOID ROOF WARRANTY. SCALE:NONE ROOF MOUNTED EXHAUST FAN DETAIL 10 ArchitectsPC INTERNAL VIBRATION ISOLATION ON FANS AND COMPRESSOR. DISCONNECT SWITCH HEATEXCHANGER- PROVIDED BY MANUFACTURER. 905 South Main Street .. _ SECTION.. Building Ei,Suite 201 CONDENSER SECTION. Mansfield,MA 02t048 _ r 81.-331-8 541 wwwdrlarchiieds.cam MANUFACTURER'SPRE- 0— �—FABRICATED 14'HIGH ROOF CURB. aT�e eArec COn ROOF too�m"n CA-Ro.a a.+an m mono - FLEXIBLE CONNECTION. MEP . - BYSKA NENNEBBV GROUP RETURN MAIN.REFER 1oPwr eoarsace BrE ne TO FLOOR PLAN FOR SUPPLY MAIN REFER TO BOSTON.MA onoe CONTINUATION. FLOOR PLAN FOR CONTINUATION. PHONE:6174024745 NOTES: 0 1. PROVIDE 2'FIBERGLASS DUCT INSULATION ON ALL EXTERIOR DUCTWORK SnKA HkOW.&W - OROVP SCALE:NONE Sy*.Hen mGmq,he 10 Pm100cespuae AHU DUCTWORK CONNECTION DETAIL Boftn,MAo2109 TN:617.M.99D0 F®,e17.s7r.e1e1 w y*.— NortA PROJECT nLE CMZIENS BANK BRANCH OFFICE HYANNIS . - 411 BARNSTABLE RD, HYANNIS, AAA PROJECT No: 20IMM ' DRAMOq TnE MECHANICAL DETAILS M-502 ISSUE DATE 4MI17 NO, DATE -REVOON V=017 BID I PERMIT 4212017 ADDENDUMNI -� AHU UNIT CONTROL SCHEMATIC CONTROL WIRE - (TYPICAL) ES SD DDC CONTROL BOX I I EXHAUST AIR i ) RETURN AIR I bI I AIRFLOW AIR FLOW T MD i I IN 1' OUT DDC WALL PROGRAMMABLE RETURN i ( THERMOSTAT $.�wlulgpr R 5 <. i ) M i M i I PRESSURE/VOLUME REGULATOR ELECTRIC HEAT STRIP "Am L W VAV TERMINAL UNIT ''x{ "5r �y •: i ES FILTER HC LT j. CC j SUPPLY FAN TS i SD SP \/ iU/DX i i SUPPLY AIR ��OUTSIDE AIR ' X Ii ® i i I i i i i i VAV-SEQUENCE OF OPERATION: r-41MD, i ' i i i i i I' ; i - - THE VAV BOX SHALL OPERATE ACCORDING TO THE DOC CONTROLLER.WALL MOUNTED PROGRAMMABLE THERMOSTAT SHALL CONTROL - i AND ADJUST THE VAV DAMPER TO MAINTAIN THE TEMPERATURE SETPOINT. - OCCUPIED MODE: AN INDIVIDUAL ZONE WALL THERMOSTAT SENSOR(ONE PER ZONE/BOX)TRANSMITSZONE TEMPERATURE AND ZONE SETPOINT • ' ' 1 I I I I INFORMATION TO THE VAV BOX CONTROLLER.THE CONTROLLER IN TURN MODULATES THE PRIMARY AIR DAMPER IN ORDER TO DELIVER I L------------ APPLICATION ------J i THE APPROPRIATE AMOUNT OF COOL AIR FROM THE MEDIUM PRESSURE DUCT INTO THE ZONE. --------------- , 1 __________________ `--------------------------------------------- SPECIFIC --------------------------------------- ___________________________ - _ AS THE ZONE TEMPERATURE FALLS TOWARD SETPOINT,THE DAMPER IS MODULATED CLOSED TOWARD ITS MINIMUM POSITION. L------------------------------------------------------ CONTROLLER L--------------------------------------=----------------------- - WHEN THE ZONE TEMPERATURE REACHES SETPOINT,THE DAMPER REACHES ITS MINIMUM POSITION.IF THE TEMPERATURE IN THE ZONE i - - CONTINUES TO FALL,THEN THE PRIMARY AIR DAMPER OPENS TO AN INTERMEDIATE'HEATING'POSITION,AND THE SCR WILL ENERGIZED `-----------'-� AND THE ELECTRIC HEAT STRIP IS ENGAGED,THE FURTHER THE TEMPERATURE FALLS FROM ZONE SETPOINT,SCR WILL INCREASE THE AHU-SEQUENCE OF OPERATION ELECTRIC HEATING COIL. DmL TOCCUPIEDIUNOCCUPIED AND HE DDC CONTROLLER SHALL SEND A THE COMMAND FOR MORNING WARM-UPIPRE-COOL, COMPARATIVE ENTHALPY: "-"` hrchitectsPCCATIONIISLO THE CO SHALL T CONTROLLER DEFAULT MODES AND PRESENT,COMMUNICATION OUTSIDE AIR(OA)ENTHALPY SHALL BE COMPARED WITH RETURN AIR(RA)ENTHALPY POINT. I- SETPOINTS. THE ECONOMIZER SHALL ENABLE WHEN OA ENTHALPY IS LESS THAN RA ENTHALPY-3.0 BTU/LB.THE ECONOMIZER SHALL DISABLE WHEN OA ENTHALPY IS GREATER THAN RA OCCUPIED MODE: ENTHALPY 905 South Main.S°real J-1 Building&5uile 201 DURING OCCUPIED PERIODS,THE SUPPLY FAN SHALL RUN AND THE OUTSIDE AIR DAMPER SUPPLY FAN: '�'', Mansfield,MA 02048 SHALL OPEN TO MAINTAIN MINIMUM VENTILATION REQUIREMENTS.THE UNIT CONTROLLER 1<b� EA - SHALL CONTROL THE SUPPLY FAN SPEED TO MAINTAIN THE CURRENT DUCT STATIC PRESSURE 781.-331-8541 SETPOINT ADJ..THE DX COOLING AND HEAT COIL SHALL MODULATE TO MAINTAIN THE THE SUPPLY FAN SHALL BE ENABLED WHILE IN THE OCCUPIED MODE AND CYCLED ON DURING \ (ADJ.). THE UNOCCUPIED MODE.ADIFFERENTPRESSURESWITCHSHALLMONITORTHE BDD ��\�.© OCCUPANCY SENSOR wvr>,e-drlLL11tecls--Ill CURRENT DISCHARGE AIR TEMPERATURE SETPOINT.IF ECONOMIZING IS ENABLED THE ULL OUTSIDE AIR DAMPER SHALL MODULATE TO MAINTAIN THE CURRENT DISCHARGE AIR DIFFERENTIAL PRESSURE ACROSS THE FAN.IF THE SWITCH DOES NOT OPEN WITHIN 40 (MENS RESTROOM) TEMPERATURE SETPOINT. SECONDS AFTER A REQUEST FOR FAN OPERATION A FAN FAILURE ALARM SHALL BE s CR®NS BANK - ANNUNCIATED AT THE CONTROLLER,THE UNIT SHALL STOP,REQUIRING A MANUAL RESET. EA i00 Botlam—t Oar Rw0 UNOCCUPIED MODE: - OCCUPANCY SENSOR t Fillma2c (WOMENSRESTROOM) SUPPLY DUCT STATIC PRESSURE CONTROL: WHEN THE SPACE TEMPERATURE IS BELOW THE UNOCCUPIED HEATING SETPOINT OF 60.07 NEP earn (ADJ.)THE SUPPLY FAN SHALL MODULATE AS NECESSARY TO MAINTAIN DUCT STATIC TOILET EXHAUST FAN(EF-1) - BYBIOI NENN BBY GROUP PRESSURE SETPOINT(ADJ.),THE OUTSIDE AIR DAMPER SHALL REMAIN CLOSED AND THE HEAT THE UNIT CONTROLLER SHALL SEND A SIGNAL TO SUPPLY FAN OUTPUT TO RUN AS REQUIRED Cart ft a 7m TO MAINTAIN THE DUCT STATIC PRESSURE SETPOINT.IF THE DUCT STATIC PRESSURE FALLS 10 COIL SHALL BE ENABLED.WHEN THE SPACE TEMPERATURE RISES ABOVE THE UNOCCUPIED BOB7GN,MA ammo HEATING SETPOINT OF 60.0-F(ADJ.)PLUS THE UNOCCUPIED DIFFERENTIAL OF 4.0-F(ADJ.)THE BELOW THE SUPPLY AIR STATIC SETPOINT FA TO MAINTAIN THE UNIT CONTROLLER SHALL • - SEQUENCE OF OPERATION: _ PHONE:017�4745 SUPPLY FAN SHALL STOP AND THE HEAT COIL SHALL BE DISABLED. INCREASE THE OUTPUT TO THE SUPPLY FAN TO MAINTAIN T+DE D IF THE DUCT STATIC PRESSURE RISES ABOVE THE SUPPLY AIR STATIC SETPOINT+•DEADBAND,THE UNIT THE EXHAUST FAN SHALL BE CONTROLLED BY AN OCCUPANCY SENSOR IN EACH BATHROOM.WHEN THE SPACE ® . WHEN THE SPACE TEMPERATURE IS ABOVE THE UNOCCUPIED COOLING SETPOINT OF 85.0'F CONTROLLER SHALL DECREASE THE OUTPUT TO THE SUPPLY FAN TO MAINTAIN DUCT STATIC IS OCCUPIED THE FAN SHALL BE ENERGIZED AND RUN CONTINUOUSLY.WHEN THE SPACE BECOMES (ADJ.)THE SUPPLY FAN SHALL MODULATE AS NECESSARY TO MAINTAIN DUCT STATIC PRESSURE SETPOINT. - UNOCCUPIED THE FAN SHALL RUN FOR AN ADDITIONAL 5 MINUTES AND THEN SHUT OFF. PRESSURE SETPOINT(ADJ.),THE OUTSIDE AIR DAMPER SHALL OPEN IF ECONOMIZING IS -sym HII msy ENABLED AND REMAIN CLOSED IF ECONOMIZING IS DISABLED AND THE DX COOLING SHALL BE BUILDING PRESSURE CONTROL: - GROUP. ENABLED.WHEN THE SPACE TEMPERATURE FALLS BELOW THE UNOCCUPIED COOLING SETPOINT OF 85.0-F(ADJ.)MINUS THE UNOCCUPIED DIFFERENTIAL OF 4.0-F(ADJ.)THE SUPPLY THE BAROMETRIC RELIEF DAMPERS SHALL OPEN WITH INCREASED BUILDING PRESSURE.AS 5yk�H—my G.W,ft FAN SHALL STOP,THE DX COOLING SHALL BE DISABLED AND THE OUTSIDE AIR DAMPER SHALL THE BUILDING PRESSURE INCREASES,THE PRESSURE IN THE UNIT RETURN SECTION ALSO 10 ft 725 ra S°— CLOSE. INCREASES,OPENING THE DAMPERS AND RELIEVING AIR. eB.,t..MA0210e Tel:817.577.BB00 OPTIMAL START: ALARM 1: . Fmc 817.577�9181 ww pks THE CONTROLLER SHALL MONITOR THE SCHEDULED OCCUPIED TIME,OCCUPIED SPACE � 7rorn, SETPOINTS AND SPACE TEMPERATURE TO CALCULATE WHEN THE OPTIMAL START OCCURS. WHEN A SMOKE DETECTOR SENSES SMOKE CONDITION THE UNITS SUPPLY AIR FAN AND AIR COOLED CONDENSER SHALL BE DE-ENERGIZED:THE UNITS OUTDOOR AIR DAMPER'S SHALL BE -j' PROJECT TITLE MORNING WARM-UP MODE: CLOSED AND AN ALARM SHALL BE SEND TO THE BUILDING FIRE ALARM SYSTEM AND SMS. - EA c"� EA - DURING OPTIMAL START,IF THE AVERAGE SPACE TEMPERATURE IS BELOW THE OCCUPIED ALARM 2: _ CITIZENS BANK HEATING SETPOINT A MORNING WARM-UP MODE SHALL BE ACTIVATED.WHEN MORNING BDD �� BRANCH OFFICE WARM-UP IS INITIATED THE UNIT SHALL ENABLE THE HEATING AND SUPPLY FAN.THE OUTSIDE IF THE BUILDING FIRE ALARM SYSTEM SEND A SIGNAL TO THE UNIT THE SYSTEM SHALL �\ HYANNIS AIR DAMPER SHALL REMAIN CLOSED.WHEN THE AVERAGE SPACE TEMPERATURE REACHES DE-ENEGIZED AND DAMPER'S SHALL CLOSE. THE OCCUPIED HEATING SETPOINT(ADJ.),THE UNIT SHALL TRANSITION TO THE OCCUPIED F s EA V MODE. ALARM 3: - THERMOSTAT(IT ROOM) - 411 BARNSTABLE RD, HYANNIS, MBA ECONOMIZER: - IF THE DIFFERENTIAL PRESSURE SWITCH FROM SUPPLY FAN DOES NOT OPEN WITHIN 40 THE SUPPLY AIR SENSOR SHALL MEASURE THE DRY BULB TEMPERATURE OF THE AIR LEAVING SECONDS AFTER A REQUEST FOR FAN OPERATION A PAN FAILURE ALARM SHALL BE IT EXHAUST FAN(EF-1) RIK_citil ens_ _ THE EVAPORATOR COIL WHILE ECONOMIZING.WHEN ECONOMIZING IS ENABLED AND THE UNIT ANNUNCIATED AT THE CONTROLLER,AND THE UNIT SHALL STOP. PROJECT Ns 21TISM - IS OPERATING IN THE COOLING MODE,THE ECONOMIZER DAMPER SHALL BE MODULATED - SEQUENCE OF OPERATION: BETWEEN ITS MINIMUM POSITION AND 100%TO MAINTAIN THE DISCHARGE AIR TEMPERATURE NANO TMe SETPOINT.THE ECONOMIZER DAMPER SHALL MODULATE TOWARD MINIMUM POSITION IN THE THE EXHAUST FAN SHALL BE CONTROLLED BY A THERMOSTAT LOCATED IN THE IT ROOM.WHEN THE SPACE EVENT THE MIXED AIR TEMPERATURE FALLS BELOW THE LOW LIMIT TEMPERATURE SETTING. TEMPERATURE REACHES THE DESIRED SET POINT(80-F RECOMMENDED)THE FAN SHALL BE ENERGIZED AND MECHANICAL COMPRESSORS SHALL BE DELAYED FROM OPERATING UNTIL THE ECONOMIZER HAS OPENED - RUN UNTIL THE SPACE TEMPERATURE DROPS BELOW THE DESIRED SET POINT(757 RECOMMENDED)FOR AN TO100%. ADDITIONAL 5 MINUTES AND THEN SHUT OFF. SEQUENCE OF OPERATIONS SOME M k k w M-601 ISSUE DATE: 421M7 . ABBREVIATIONS SYMBOLS LEGEND GENERAL NOTES SHEET INDEX NO. DATE REVISION 2rbW17 SIDIPERMrr .__.........______.............___..._._..__._.____.....-._.__........_..._.__..._.__...___._......____..... .•.__.._....._...._._..__ -A. HP HORSEPOWER ANNOTATION j SINGLE LINE DIAGRAM 1. UNLESS REQUESTED OTHERWISE,THE AMPACITY OF 600 VOLTS OR LESS CONDUCTORS SHALL NO. TITLE BE BASED ON THE TERMINALS NOT TO EXCEED 60°C(140°F)FOR CONDUCTOR SIZE 14 4/212017 ADDENDUMN AFF ABOVE FINISHED FLOOR HZ HERTZ O1 SHEET KEYNOTE SWITCH CIRCUITBREAKER - 'THROUGH 1 AWG OR 75°C(167°F)FOR CONDUCTOR SIZE OVER 1AWG. E-001 ELECTRICAL SYMBOLS,NOTES AND ABBREVIATIONS _-____ 1.-_.-.._._..__ .................................................................................................................... 2. NO PIPING,DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED . AMP AMPERE -'F 'REVISION CLOUD E-002 ELECTRICAL SPECIFICATIONS ANN ANNUNCIATOR JB JUNCTION BOX t �� XX)p0( TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. I (,,,,,,,,} (DELTA 1) I ARCH ARCHITECT -L- XX)00 EL 3. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. E-003 ELECTRICAL SPECIFICATIONS !'"""-'"-_""'"'-'"-"-'""'-'PANE : PAN 4. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH ATS AUTOMATIC TRANSFER SWITCH LTG LIGHTING LP4:12 PANEL:CIRCUIT XXXXX ..................................................................................................................i ..._._._._._._____........__.____..".�....___._.___.. CIRCUITS AND FEEDERS. E-004 ELECTRICAL SPECIFICATIONS POWER OUTLETS. ........ l 2000=AMPACITY 5. TRICAL EQUIPMENT SHALL BE WEATHERPROOF. AV AUDIOVISUAL -M- ' FUR ' WALL CLG 1 3-NO,4-SINGLE, ATIONSAREAND�ITEGRALPARTOFTHESEDRAWINGS. 6. PROJECT SPECIFIC EL•101 ELECTRICAL GROUND FLOOR LIGHTING PLAN .......... ..... .......................................... - 7. A SINGLE RECEPTACLE I _ AVG AVERAGE MAX MAXIMUM ® � 0 I DUPLEX N UTRAL AMPERE RATING OF NOT ESS THAN THAT OF THE BRANCH CIRCUIT`INDICATE THE AWG AMERICANWIREGAUGE MCB MAIN CIRCUIT BREAKER `.................._....................._........... ............................................... (r)=ADDITIONAL RECEPTACLES RATING. . n ECTRICAL SECOND FLOOR .....I RL -B• MCC MOTOR CONTROL CENTER ' ® QUADRUPLEX 1 ___- INFOAS REQUIRED . 8. MINIMUM SIZE OF CONDUIT SHALL BE 314'.MINIMUM SIZE OF NEUTRAL CONDUCTOR SHALL BE EP 101 ELECTRICAL GROUND FLOORLPOWFR PLAN #12 AWG LION MINIMUM c / GFCI DUPLEX FIRE ALARM SIZE OF CONDUCTOR SHALL BE#12 AWG LION MINIMUM CONDUCTOR BAS BUILDING AUTOMATION SYSTEM MECH MECHANICAL I ........... ........................................ ----- SIZE AT 120VOLTS AND OVER 100FT CIRCUIT LENGTH SHALL BE#10 AWG,UON MINIMUM . >.....-_......._...._...J___.._.___......_.........__...........-._..-_.__..-...a ALARM..._ ELECTRICAL SECONDFLOOR wAi sab` .. .............................. EP-102 I BLDG BUILDING MIN MINIMUM ' FRCP FIRER SIZE AT 277 VOLTS AND OVER 2DDFT.CIRCUIT LENGTH SHALL BE#10AWG UON. E501 ELECTRICAL DETAILS FL �J _ Q OJ I JUNCTION BOX I CONTROL PANEL 9. ALL CONDUCTORS SHALL BE COPPER TYPE THWN INSULATION. BSMT BASEMENT MV MEDIUM VOLTAGE POKETHRU MANUAL PULL 10. MAINTAIN CIRCUIT CONTINUITY TO THE AREAS NOT AFFECTED BY THE ALTERATION.RELOCATE E-001 ELECTRICAL PANEL SCHEDULES SEAL A ALL EXISTING CIRCUITS TO REMAIN IF AFFECTED BY NEW CONSTRUCTION. -C- -1� >.._.__..._..,.__._.__-_._._...... _. .... .._.__ ...... STATION _._.._.._. IG ISOLATED GROUND FA-101 ELECTRICAL GROUND FLOOR FIRE ALARM PLAN CB CIRCUIT BREAKER NC NORMALLY CLOSED DUPLEX 1 SD SMOKE DETECTOR 12.- THE DRAWINGS MECHANICAL SIZE ANDGENERAL LOCATION O�WORK SCALE DIMENSIONS ONS SHALL - CCTV CLOSED CIRCUIT TELEVISION NEUT NEUTRAL ;_...._._.._.,...".____-_ ..-._ .. ..1 ............................................................................................................... FA-102 ELECTRICAL SECOND FLOOR FIRE ALARM PLAN CD CONSTRUCTION DOCUMENT NO NORMALLY OPEN,NUMBER - ! ® Q ® SPECIAL OUTLET DUCT SMOKE NOT BE USED.THE EXACT LOCATION AND ELEVATION OF ALL RECEPTACLES AND TELEPHONE/ DETECTOR WI DATA OUTLETS,ETC.,SHALL BE DETERMINED FROM THE ARCHITECTS DRAWINGS,LION. CKT CIRCUIT - NTS NOT TO SCALE WIRING REMOTE LED 8 TEST 13.. ALL CIRCUIT NUMBERS INDICATED ON PLANS ARE FOR CLARITY ONLY,FIELD CONDITIONS SWITCH -PREVAIL.CIRCUIT NUMBERS ARE INTENDED TO BE USED FOR QUANTITIES AND FOR CL CENTER LINE fCLOSE -P- CONDUITHOMERUNTO DD ILA-t,8,5 X X=S DENOTES: DESIGNATING WHAT OUTLETS WILL BE ON THE SAME CIRCUIT,THEY NEED NOT BE APPLIED PANEL BOARD 1LA WITH - CLG CEILING P POLE SUPPLY LITERALLY FOR ACTUAL CONNECTIONS TO OUTLETS EXCEPT WHERE DRAWINGS CALL FOR CIRCUIT 1,3,5 ! X--R DENOTES: SEPARATE NEUTRAL.THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER - CTRL CONTROL > PB PULL BOX CONDUIT RUN - RETURN PHASE SEQUENCING FOR EVERY NEUTRAL WIRE REQUIRED. CTV CABLE TELEVISION PH PHASE - ----------- UNDERGROUND OR UNDER 114. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND CONFER - THE FLOOR SLAB j ADDRESSABLE AREA -D- - PNL PANEL - L......._...._........................................._........................................................I HEAT DETECTOR WITH OTHER CONTRACTORS WHOSE WORK MIGHTAFFECT THIS INSTALLATION. DC DIRECT CURRENT PWR POWER _..__,__-,__...._CONDUIT TURNING DOWN R=DENOTES 15. FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO MOTORS AND TO CONDUIT TURNING UP HD ELEVATOR MACHINE RECESSED MOUNTED LIGHTING FIXTURES.LENGTH SHALL NOT EXCEED 6-FT. - DEG DEGREE -R- _.....__.......___ ROOM 16. PANEL DIRECTORIES SHALL BE UPDATED TO CONFORM TO WORK. - LIGHTING 17 COORDINATE WITH BUILDING MANAGER ARCHITECT AND GENERAL CONTRACTOR PRIOR TO DEG F DEGREES FAHRENHEIT RECPT RECEPTACLE >-_.....HTIN_.__ _...___,.._..._.._..._........__ 3 R SHUNT TRIP 135 FLR WALL CLG j DEG.THERMISTOR SLAB CUTS AND CORE DRILL. DEMO DEMOLITION REQD REQUIRED ?' "" -""'1'RECESSED� : TYPE) 18. ALL RECEPTACLES WIRED TO 1P-20A BRANCH CIRCUIT BREAKERS SHALL BE NEMA S20R. DIAG DIAGRAM RM ROOM O IDOWNLIGHT ..--..____..__............__.__.....-...._.._..___._.__..........__-._.._ U.O.N. ArchitOCtSPC DIM DIMENSION - S• 11X4 SURFACE 10 CO DETECTOR 19. SEE ARCHITECTURAL DRAWINGS FOR CEILING WORK AND SPECIFICATIONS,COORDINATE WITH DISC DISCONNECT - SCHED SCHEDULE ' I yygjl MOUNTED 20 BUILDING FIRE ALARM SYSTEM INTEGRITY SHALL 8E MAINTAINED AT ALL TIMES RE>.......................................... AI MES(BEFORE, ...................................__.............I ( U5 South DISTR SD SMOKE DETECTOR 2X4 SURFACE SPEAKERISTROBE DURING AND AFTER DEMOLITION AND OR CONSTRUCTION). 9 Main Street DISTRIBUTION PANEL - MOUNTED LIGHT 1 ST - Building B.Sui;e 201- PNL SECT SECTION -- -- ----a--- UNIT 21. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES ON THESE DRAWINGS THE - MA020aE1 DIV DIVISION j 1X4 EMERGENCY I XIX (XIX=SPEAKER CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION.IF ENGINEER CANNOT BE (caul tic�l}- - - SPEC SPECIFICATION LIGHT I IS TROBE CIRCUIT) REACHED PRIOR TO PRICING THE CONTRACTOR MUST STATE SUCH DISCREPANCIES IN BID - DS DISCONNECT SWITCH _ ......... .. ...1 ....... ..__... ....... .... - - . SPKR SWITCHBOARD EMERGENCY WALL MOUNTED PROPOSAL AND BREAK OUT PRICING. DWG DRAWING SWBD SWITCHBOARD 1 LIGHT ST X STROBE UNIT(X= 22. ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE EXISTING AREAS , _E- SWGR SWITCHGEAR - 12X4 RECESSED STROBE CIRCUIT) AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH _ _ awr. wu�v�,•.drla rcF!i;ecl s.cOm EC ELECTRICAL CONTRACTORCmt ' �.LIGHT ' DIFFICULTIES THAT WILL AFFECT THE INSTALLATION OF THE WORK.CONTRACTOR SHALL cT�e LMN4 R� SYS SYSTEM ; "'-' PERFORM THIS,PRIOR TO SUBM17TING HIS PROPOSAL.SUBMISSION OF A PROPOSAL WILL BE EH ELECTRIC HEATER € ® 'EXIT.SIGN,1 FACE . ' STRB STROBEMAC PANEL CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS 01Ab�W 02DIDPo�� -T- !..............................................®......LEFT ARROW........ .illl ---....-- WILL NOT BE RECOGNIZED FOR EXTRA LABOR,EQUIPMENT OR MATERIALS REQUIRED ELEC ELECTRIC TELCOM TELECOMMUNICATIONS EXITSIGN I FACE --CURT�YDEVICES----�-- R SECURITY DEVICES CAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EMER EMERGENCY ..._...._._.._........_.__....__.___.-.._._.".._...._.._..._...._.-....__" TV TELEVISION _) 777 AN EXAMINATION BEEN MADE. �> , �.ppp„P SWITCHES/CONTROLS ___ 23.EPO EMERGENCY POWER OFF TVSS TRANSIENT VOLTAGE SURGE a FLIT : WALL CLG --�_ ................. '....... WITH BU ILDINGS LDINGS NORMAL OPERATION.NOTIFY BUILDING REPRESENTATNESNIN ADVANCE 1 eao �� wine na _ _ ® JCARDREADERTHE WORK AT SUCH TIME AND IN SUCH EQUIP EQUIPMENT SUPRESSOR L...................,........._............_...... I ...................._............_. ...._.DR..__ .__.DOOR RELEASE - i - . I LIGHT SWITCH- I _-... ___ __. __.-._.._,.__...____ EACH TIME A SERVICE OUTAGE OR INTERRUPTION WILL BE REQUIRED FOR THE PERFORMANCE PLC 817462-a45 -F- TYP TYPICAL SINGLE POLE OF SOME PHASE OF THE WORK -SIN_ _ES ELECTRIC STRIKE F FAHRENHEIT -U- i- LIGHT SWITCH• ; ------------- ----------------------------...... 24. THE OPERATION OF THE ELECTRICAL INSTALLATION DOES NOT CONSTITUTE AN ACCEPTANCE FA FIRE ALARM UC UNDERCOUNTER ,.•_....._._._..$9 _,•_... I THREE WAY TELECOM 8 AUDIOVISUAL _ OF THE WORK BY THE OWNER FINAL ACCEPTANCE IS TO BE MADE AFTER THE CONTRACTOR FUR WALL CLG HAS DEMONSTRATED THAT THE WORK FULFILLS THE REQUIREMENTS OF THE PLANS AND FAAP FIRE ALARM ANNUNCIATOR PANEL UL UNDERWRITERS LABORATORIES - .__FLIT : WALL CLG .... .: ......... ...... SPECIFICATIONS AND HAS FURNISHED ALL REQUIRED CERTIFICATES OF APPROVAL FROM THE MKA HENNnS]• FACP FIRE ALARM CONTROL PANEL LION UNLESS OTHERWISE NOTED Q DIMMER I ® Q TELEIDATA OUTLET STATE AUTHORITIES,MUNICIPAL AUTHORITIES AND UNDERWRITERS. oaevP FC FOOTCANDLE UPS UNINTERRUPTIBLE POWER SUPPLY pS OCCUPANCY I AUDIOVISUAL�� 25. CONTRACTOR SHALL COMPLY WITH BUILDING STANDARD SPECIFICATIONS.BUILDING ...+.�..ao°°.« EQUIPMENT STANDARD SHALL BE PART OF WORK ANY DISCREPANCIES BETWEEN BUILDING STANDARD Sydw H.-Y Gw,Fc FDR FEEDER UTIL UTILITY -- LOCAT ON-_WALL AND THE DESIGN DRAWINGS SHALL BE SUBMITTED IN RFI FORMAT FOR ENGINEER'S REVIEW 10 Post ORce Squ SENSOR I FLEX FLEXIBLE -V- - - PC -PHOTOCELL - _ FLUSH MOUNTED DURING THE BID PROCESS.A COPY OF BUILDING STANDARD SHOULD BE OBTAINED FROM - 8.�02109 TV BUILDING ENGINEER. TO 617.577.990E FUR FLOOR V VOLT ........... ............................................................... Y CABLE TV OUTLET Fm:6nsn.9191 ............................. OR OVERRIDE SWITCH --- - 26. PROVIDE PLASTIC GROMMETS AND PULLWIRE FOR ALL EMPTY CONDUITS. FLUOR FLUORESCENT VA VOLT AMPERE ......_..._....._............................._.........�........_....................................I - (DATAISECURITYIAV). '�"C°"' nrw ;POWER 27. PROVIDE BACKBOX 8 STUB-UP WIPULLWIRE FOR THERMOSTATS COORDINATE QUANTITY 8 - Nvr6i FR FIRE RATING VFD VARIABLE FREQUENCY DRIVE ...._.___ - FREQ FREQUENCY VOLT VOLTAGE ________ I SURFACE MOUNTED LOCATION WIMECH CONTRACTOR. ° T 'PANEL 28. COLOR,HEIGHT AND LOCATION OF ALL RECEPTACLES SHALL BE AS PER ARCHITECTS FT FOOT FEET -W- DRAWINGS. - DISCONNECT �1 29. REFER TO AV,TELECOM&SECURITY DWGS FOR ADDITIONAL CONDUIT AND JUNCTION BOX - FU FUSE W WATT OR WIRE SWITCH REQUIREMENTS.PROVIDE PULLWIRE IN ALL AV,TELECOM,AND SECURITY CONDUITS. C011 ENS BANK FU SW FUSED SWITCH - WI WITH SWITCH-MOTOR - 30. CONTRACTOR SHALL LABEL ALL RECEPTACLES WITH CIRCUIT AND PANEL FROM WHICH THEY WITHOUT LABEL $M 1RATED S CH OFFICE ARE FED FUSED DISCONNECT ALL O BE CESSIBLE CEILING SPACE. ERE EXISTING J-BOXES ATED GC GENERAL CONTRACTOR G GROUND WP WEATHERPROOF ..........._..... .........................?SWITCH 3L WHERE CEILING EWITH INNACCE SI LE CEILING AND WIRING INSTALLED,A RELOCATE EL CA E JJ-BOXESOTO ACCESSIBLE A��O� MOTOR I N. GEN GENERATOR XFER TRANSFER _........_._.___..__....._................_'I .. .. 3 32. ALL J-BOXES SHALL BE SIZED PER NEC ARTICLE 314,TABLE 314.16(A). 411 BARNSTA13LE RD. HYANNIS. MA GROUND FAULT CIRCUIT XFMR TRANSFORMER ® RELAY- mm ] 33. ALL BRANCH WIRING SHALL BE CONCEALED IN WALLS AND ABOVE HUNG CEILING,WHERE _� GFCI INTERRUPTER .. - THERE IS NO HUNG CEILING CONDUIT SHALL BE RUN IN A NEAT AND ORDERLY MANNER - K q .. XM EXISTING TO REMAIN - PARALLEL AND PERPENDICULAR TO HVAC DUCTWORK AND FIRE PROTECTION SPRINKLER F _ _.... ._., I. -H- PIPING:NO FLEXIBLE CONDUIT IS PERMITTED IN AREAS WERE IT WILL BE EXPOSED. PROJECT INC 21Hw1e2 34: CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT DRAWINGS PRIOR TO COMPLETION OF PROJECT FOR REVIEW BY ARCHITECT AND ENGINEER. ORAnpq Tine 35. FIRE ALARM STROBES SHALL HAVE A MINIMUM CANDELA RATING OF 75. ELECTRICAL SYMBOLS, NOTES AND ABBREVIATIONS . SG4E N 61�0 E-001 man ISSUE DATE:4121117 NO, DATE REVISION 202017 BID/PERMIT PART 1- GENERAL 7: INSULATING BUSHINGS OR INSULATING THROATS SHALL BE INSTALLED ON ALL E. PANELBOARDS 4/212017 ADDENDUMN 1 FITTINGS. A. CONTRACT PERFORMANCE -B. SHOP DRAWINGS AND SUBMITTALS - 1. ALL PANELBOARDS SHALL BE OF THE ENCLOSED TYPE,FLUSH OR SURFACE - 8. DISCONNECT SWITCHES SHALL BE QMQB FUSIBLE OR NONFUSIBLE WITH CURRENT MOUNTED,AS REQUIRED,IN CODE GAUGE STEEL CABINETS,WITH STEEL TRIM, 1. EXECUTE THE WORK IN THE BEST AND MOST THOROUGH MANNER&TO THE 1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO THE START OF ANY WORK.ANY AND VOLTAGE RATING AS INDICATED ON PLANS.SWITCHES SHALL BE CONCEALED HINGES,DOORS AND FLUSH.TYPE LOCKS,ALL KEYED ALIKE..PROVIDE SATISFACTION OF THE CONSULTING ENGINEER,WHO WILL JOINTLY INTERPRET THE WORK OR EQUIPMENT INSTALLED PRIOR TO REVIEW OF SHOP DRAWINGS AND HORSEPOWER RATED,ENCLOSED TYPE,SUITABLE FOR PADLOCKING IN OPEN DUAL CONCEALED HINGED DOORS(DOOR-IN-DOOR CONSTRUCTION)WITH TWO MEANING OF THE DRAWINGS AND SPECIFICATIONS AND SHALL HAVE THE POWER FOUND TO BE UNACCEPTABLE SHALL BE REMOVED AND MODIFIED AT THE POSITION. KEYED LATCHES,AND WITHOUT BOLTS OR SCREWS ON THE NOWHINGED SIDE OF _ TO REJECT ANY WORK AND MATERIALS WHICH,IN THEIR JUDGMENT,ARE NOT IN CONTRACTOR'S SOLE EXPENSE INCLUDING ANY RESULTANT SCHEDULING DELAYS THE DOOR. - FULL ACCORDANCE THEREWITH. EXPERIENCED BY ANY TRADE. 9. HORSEPOWER RATED THERMAL SWITCHES(BRYANT OR AS APPROVED)SHALL BE USED FOR ALL MOTOR CIRCUITS.ELECTRICAL CONTRACTOR SHALL INSTALL y, ALL BUSES,INCLUDING NEUTRAL,SHALL BE ELECTRICAL GRADE HARD-DRAWN - 2. EXCEPT FOR CHANGES AS MAY BE SPECIFICALLY APPROVED BY THE CONSULTING 2. THE ENGINEER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WHERE APPLICABLE TOGGLE SWITCHES FOR USE AS DISCONNECT.THESE COPPER AND SIZED IN CONFORMANCE WITH NECT STANDARDS. BUSES SHALL BE a ' ENGINEERS,IN ACCORDANCE WITH ALTERNATES OF OPTIONS STATED WITH THE DESIGN CONCEPT OF THE PROJECT AND THE INFORMATION CONTAINED SWITCHES SHALL BE TRATED FOR RESISTANCE LOADS AND'M'RATED FOR ARRANGED FOR SEQUENCE PHASING AND LOADS SHALL BE BALANCED AS HEREINAFTER,ALL WORK MUST BE IN FULL ACCORDANCE WITH THE INTENT OF THE IN THE CONTRACT DOCUMENTS.THE ENGINEER'S REVIEW OF SHOP DRAWINGS AND MOTOR LOADS. DUALLY AS POSSIBLE AMONGST THE THREE PHASES. PLANS AND SPECIFICATIONS,COMPLETE IN EVERY WAY AND READY FOR SAMPLES IS ONLY FOR THE CONVENIENCE OF THE OWNER IN FOLLOWING THE - SATISFACTORY AND EFFICIENT OPERATION WHEN DELIVERED TO THE OWNER. WORK AND DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR 10.ALL CABLE SHALL BE COPPER WITH THWN OR THHN INSULATION FOR HORIZONTAL sec rse DEVIATIONS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.THE APPLICATIONS AND XHHW FOR VERTICAL APPLICATIONS(I.E.WHEN PASSING 3. PANELBOARDS SHALL BE EQUIPPED WITH QUICK-MAKE,QUICK-BREAK FUSED 3. WHERE DISAGREEMENTS OCCUR BETWEEN THE PLANS AND THE ENGINEER'S REVIEW SHALL NOT BE CONSTRUED AS A COMPLETE OR DETAILEDTHROUGH A CABLE SUPPORT BOX),EMPLOYED AT THE 75•C CODE RATE SWITCHES OR BOLT-ON MOLDED CASE CIRCUIT BREAKERS,OF VOLTAGE " AL SPECIFICATIONS,OR WITHIN EITHER DOCUMENT ITSELF,THE ITEM OR CHECK OF THE WORK SUBMITTED,NOR SHALL IT RELIEVE THE CONTRACTOR OF AAPACITY.NO SMALLER THAN No.12 AWG SHALL BE USED UNLESS SPECIFICALLY REQUIRED,AND OF SIZE AND NUMBER OF POLES INDICATED ON THE SCHEDULES. ARRANGEMENT OF BETTER QUALITY,GREATER QUANTITY OR HIGHER COST SHALL RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS AND NOTED ON PLANS.COLOR CODING SHALL CONFORM TO CODE REQUIREMENTS. SEAL BE INCLUDED IN THE BASE BID. SAMPLES,OR FROM THE NECESSITY OF FURNISHING ANY WORK REQUIRED BY THE DERATE ALL CABLES PER LASTEST VERSION OF THE NATIONAL ELECTRICAL CODE. 4. ATYPE WRITTEN DIRECTORY OF 51NCHES x 81NCHES WITH METAL FRAME AND CONTRACT DOCUMENTS WHICH MAY HAVE BEEN OMITTED FROM SHOP DRAWING LEXAN FACE SHALL BE PROVIDED ON THE INSIDE OF THE DOOR OF EACH CABINET, ` 4. THE DRAWINGS SHOW THE VARIOUS CONDUIT AND PIPING SYSTEMS SUBMITTALS. 11.ALL CONDUCTORS#6AND SMALLER SHALL BE SOLID CU CONDUCTORS.ALL INDICATING THE LOAD SERVED BY EACH CIRCUIT.INDICATE ROOM NAMES AND SCHEMATICALLY.CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY - CONDUCTORS#4 AND LARGER SHALL BE STRANDED COPPER. NUMBERS OF ALL EQUIPMENT SERVED.(E.G.1.RECEPT:ROOMS 27-101,27.102,2. JUNCTION BOXES,PULL BOXES,SUPPORT AND ACCESSORIES TO MEET APPLICABLE 3. THE REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE REVIEW OF THE COMPLETE COFFEE MAKER:ROOM 27.303,3.LIGHTING ROOMS:Z7-202,203,205,207).UPDATE CODES,BUILDING STANDARDS AND FULFILL CONTRACT DOCUMENTS.NO ADDED ASSEMBLY IN WHICH IT FUNCTIONS.NOTHING IN THE ENGINEER'S REVIEW OF SHOP 12.ALL CABLING FURNISHED FOR INSTALLATION EXPOSD(NOT IN AN ENCLOSED PANEL DIRECTORIES OF ALL EXISTING PANELS. - COMPENSATION WILL BE PERMITTED FOR VARIATIONS DUE TO FIELD CONDITIONS. DRAWINGS AND SAMPLES SHALL BE CONSIDERED AS AUTHORIZING: RACEWAY)IN AN AIR PLENUM CEILING OR FLOOR SHALL BE APPROVED FOR USE BY - GOVERNING AUTHORITIES,AND SHALL CONFORM TO UL 910 WITH A MINIMUM OF 125 5. LIGHTING PANELBOARDS FOR 2771480 VOLTS SHALL BE OF THE BOLT-ON CIRCUIT - 5. THE CONTRACTOR COVENANTS AND AGREES THAT HE AND HIS SUBCONTRACTORS a. A DEPARTURE FORM CONTRACT DOCUMENTS OR SPECIFICATIONS. DEGREES CELSIUS RATED JACKET. BREAKER TYPE WITH 2T7 VOLT BREAKERS FOR SINGLE POLE BRANCHES AND 3 - AND HIS AND THEIR AGENTS,SERVANTS AND EMPLOYEES WILL PROVIDE AND POLE BREAKERS OF 14,000 AMPERES RMS SYMMETRICAL INTERRUPTING CAPACITY MAINTAIN A SAFE PLACE TO WORK AND THAT HE AND THEY WILL COMPLY WITH ALL b. ADDITIONAL COST TO THE OWNER. 13.ALL SUPPLIED LUGS FOR EQUIPMENT REQUIRING HARD-WIRED CONNECTIONS,ETC. (OR AS INDICATED ON THE DRAWINGS),WITH TRIP AS INDICATED IN SCHEDULE ON LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING SHALL BE DOUBLE INDENT,2 BOLT HOLE,LONG BARREL AND COMPRESSION TYPE. DRAWINGS.DISTRIBUTION AND POWER PANELS FOR 2T7/480 VOLTS SHALL BE OF JURISDICTION THEREOF AND THE CONTRACTOR AGREES TO INDEMNIFY,DEFEND c. INCREASED TIME FOR COMPLETION OF THE WORK PROVIDE DOUBLE INDENT'HEXAGONAL'COMPRESSION DIES AND TOOL(T&B OR THE CIRCUIT BREAKER TYPE OR SWITCH AND FUSE TYPE AS SPECIFIED ON AND HOLD HARMLESS THE CONSULTING ENGINEER,ARCHITECT AND OWNER FROM BURNDY OR AS REVIEWED).MECHANICAL LUGS,SINGLE INDENT COMPRESSION DRAWINGS,AND SHALL CONTAIN MAIN OVERCURRENT PROTECTIVE DEVICES AS AND AGAINST ANY LIABILITY,LOSS,DAMAGE OR EXPENSE,INCLUDING ATTORNEYS 4. NO PART OF THE WORK SHALL BE STARTED IN THE SHOP OR IN THE FIELD TOOLS AND UNIVERSAL DIES SHALL NOT BE PERMITTED.ALL COMPRESSION TOOLS SHOWN.PANELS THAT ARE CIRCUIT BREAKER TYPE SHALL CONTAIN THE NUMBER FEES ARISING FROM FAILURE OR ALLEGED FAILURE ON THE PART OF THE THE ENGINEER HAS REVIEWED THE SHOP DRAWINGS AND SAMPLES FOR THAT AND DIES SHALL BE MANUFACTURED BY THE LUG VENDOR. OF BREAKERS WITH TRIP SETTING,POLES AND INTERRUPTING CAPACITY AS CONTRACTOR,HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS,SERVANTS PORTION OF THE WORK THEREAFTER,THE WORK SHALL BE EXECUTED IN INDICATED ON DRAWINGS.PANELS THAT ARE SWITCH FUSE TYPE SHALL BE AND EMPLOYEES TO PROVIDE AND MAINTAIN A SAFE PLACE TO WORK OR TO ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE INDICATED STATUS OF 14.ALL SUPPLIED IN-LINE SPLICE CONNECTORS,T CONNECTORS,ETC,.SHALL BE EQUIPPED WITH QUICK-MAKE,QUICK BREAK TYPE OF SWITCHES. COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY THE REVIEWED SHOP DRAWING. DOUBLE INDENT(PER CONDUCTOR),LONG BARREL AND COMPRESSION TYPE. _ HAVING JURISDICTION THEREOF. PROVIDE DOUBLE INDENT'HEXAGONAL'COMPRESSION DIES AND TOOL(T&B, 6. PROVIDE ISOLATED GROUND BUSES ON STAND-OFF ISOLATORS WHERE INDICATED t r S. SAMPLES SHALL BE SUBMITTED FOR REVIEW WHEN REQUESTED BY THE ENGINEER. BURNDY OR AS REVIEWED).MECHANICAL CONNECTORS,SINGLE INDENT Area ltectsPC 6. THE CONTRACTOR AND EACH SUBCONTRACTOR COVENANTS AND AGREES TO COMPRESSION TOOLS AND UNIVERSAL DIES SHALL NOT BE PERMITTED.ALL ON SCHEDULES. INDEMNIFY,DEFEND AND HOLD HARMLESS THE CONSULTING ENGINEER, 6. TWO WEEKS AFTER AWARD OF CONTRACT SUBMIT A SHOP DRAWING LOG FOR COMPRESSION TOOLS AND DIES SHALL BE MANUFACTURED BY THE CONNECTOR ARCHITECT AND OWNER FROM AND AGAINST ANY LIABILITY,LOSS,DAMAGE OR REVIEW WITH SUBMITTAL DATES AND SUBMITTAL TYPE. VENDOR. 7. PROVIDE NEW CIRCUIT BREAKERS IN BOTH NEW AND EXISTING PANELS AS 905 South Mail1 Street EXPENSE,INCLUDING ATTORNEYS FEES ARISING FROM A FAILURE ORALLEGED REQUIRED TO MEET THE SCHEDULES OR CIRCUIT DESIGN INTENT. Building B.Sui€e201 FAILURE ON THE PART OF THE CONTRACTOR,HIS SUBCONTRACTORS AND HIS AND 7. PROVIDE OPERATIONS AND MAINTENANCE MANUALS FOR ALL EQUIPMENT AND 15.PROVIDE LOCAL DISCONNECTS FOR ALL MOTORS,HARD-WIRED PANTRYIKITCHEN Mansfield,MA 02048 . THEIR AGENTS,SERVANTS AND EMPLOYEES PROPERLY TO DISCHARGE THE MATERIALS. - EQUIPMENT AND HOT WATER HEATERS,WHETHER OR NOT SHOWN ON PLAN. 8. GUTTER SPACE SHALL BE INCREASED WHEN CONTAINING FEEDER TAPS. OBLIGATIONS ASSUMED BY HIM OR THEM IN THE PERFORMANCE OF THE WORK, DISCONNECTS SHALL BE SIZED PER THE OVERCURRENT PROTECTION AND 781-331-5541. INCLUDING ANY ACT OR OMISSION ALLEGEDLY RESULTING IN DEATH OR PERSONAL C. AS-BUILT DRAWINGS LOCATED PER THE ENGINEER 9. WHERE SPACE LIMITATIONS REQUIRE REDUCED PANEL WIDTH,PROVIDE VERTICAL wwwArlar 1122cl s.^,Dn1. ,. INJURY OR PROPERTY DAMAGE OR IMPROPER CONSTRUCTION,CONSTRUCTION - 1 TECHNIQUES OR THE USE OF IMPROPER OR INAPPROPRIATE MATERIAL OR TOOLS. 1. PREPARE AND FURNISH TO OWNER'AS-BUILT PLANS FOR ALL WORK INSTALLED. 16.CONFORM TO ANY ADDITIONAL LABELING,TESTING AND CONSTRUCTION (SINGLE ROW)BREAKER TYPE PANELS AS PART OF THE INITIAL SCOPE PRICE. 0. PROVIDE THREE(3)FULL SIZE SETS OF DRAWINGS AND CAD FILES ON A COMPACT REQUIREMENTS ESTABLISHED BY THE GOVERNING AUTHORITIES.SAME SHALL BE cff®®um { _ 7. THE CONTRACTOR AGREES THAT ANY CONTROVERSY OR DISPUTE TO WHICH THE DISC COMPLETED IN THE LATEST VERSION OF AUTOCAD.AS BUILT DRAWINGS HAVE GUARANTEED FOR 1 YEAR SUBSEQUENT TO FINAL ACCEPTANCE. 10.ALL PANEL BUS BARS SHALL CONSIST OF A MINIMUM 1/81NCH DEPTH COOPER BUS. iro B d ..d C-Rd ' CONTRACTOR,THE ARCHITECT,AND THE CONSULTING ENGINEERS ARE PARTIES TO BE REVIEWED AND COMPLETED PRIOR TO SUBMISSION.ALL DRAWINGS SHALL - O1.ONn All SHALL BE SUBMITTED TO ARBITRATION FOR DECISION IN ACCORDANCE WITH THE BE IN A STYLE COMMENSURATE WITH THE ENGINEERING DESIGN.THE 17.ALL WORK SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 11.PROVIDE GFI TYPE BRANCH CIRCUIT BREAKERS FOR ALL CIRCUITS SERVING HEAT RULES OF SUCH ASSOCIATION FOR CONSTRUCTION INDUSTRY DISPUTES.ALL ENGINEERING DESIGN CAD DRAWINGS OR BACKGROUNDS WILL BE FURNISHED FOR TRACING CIRCUITS,H-WATT CIRCUITS,FREEZE PROTECTION CIRCUITS,WINDOWSUBCONTRACTORS LIKEWISE LIKEWISE AGREE TO SUBMIT TO SUCH ARBITRATION ANY USE TO THIS CONTRACTOR FOR THE PURPOSE OF THIS SUBMISSION(SUBMIT A CAD WASHING CIRCUITS.OUTDOOR CIRCUITS,ETC.AND AS REQUIRED BY CODE. cSYM HENNESBY GROUP o , a DISPUTE BETWEEN OR AMONG THEM,THE CONTRACTOR,THE ARCHITECT AND THE INDEMNIFICATION AGREEMENT). - B. SLEEVES t0 tol aH OFFICE UG SNyE np CONSULTING ENGINEERS,AND THE CONTRACTOR AGREES TO MAKE AVAILABLE TO 12.QUICK-BREAK SWITCH FUSE UNITS,OF SIZE AND NUMBER AS INDICATED IN 11N7 � THE CONSULTING ENGINEERS ON DEMAND SIGNED COPIES OF THE CONTRACT 2. DURING CONSTRUCTION,KEEP AN ACCURATE RECORD OF ALL DEVIATIONS 1. PROVIDE SLEEVES FOR ALL CONDUIT PASSING THROUGH FLOORS,WALLS, SCHEDULES.PANELBOARD SHALL BE EQUIPPED WITH SOLID NEUTRAL BAR WHERE BETWEEN THE OWNER AND THE CONTRACTOR AND BETWEEN THE CONTRACTOR BETWEEN THE WORK AS SHOWN ON DRAWINGS AND THAT WHICH IS ACTUALLY PARTITIONS AND ROOFS.SLEEVED ASSEMBLIES SHALL BE APPROVED FOR REQUIRED AND CONTAIN THE NUMBER OF POLES,OVERCURRENT DEVICES AND AND HIS SUBCONTRACTORS.THE CONTRACTOR AND EACH SUBCONTRACTOR INSTALLED.THIS RECORD SET OF PRINTS SHALL BE KEPT AT JOB SITE FOR INTENDED USE FOR ALL WATERPROOF INSTALLATIONS(ROOF,FOUNDATION WALL, BUSSED SPACES AS SPECIFIED IN SCHEDULE. AGREE THAT BY SUBMITTING A BID WHICH IS ACCEPTED,THIS PARAGRAPH SHALL INSPECTION. ETC.).PROVIDE OZ GEDNEY ASSEMBLIES,OR AS REVIEWED. BE DEEMED A WRITTEN AGREEMENT TO SUBMIT ANY CONTROVERSY THEREAFTER ARISING ARBITRATION. 3. UPON COMPLETION OF THE INSTALLATION.SUBMIT ONE SET OF BLACK AND WHITE 2. PROVIDE SLEEVES WITH AN I.D.AT LEAST 12 INCH GREATER THAN OUTSIDE OF 13.POWER,LIGHTING AND UTILITY PANELS FOR 120208 VOLT SHALL BE BOLT-ON - S'YM HANNFM PRINTS OF THESE'AS-BUILT RECORD DRAWINGS TO THE CONSULTING ENGINEER CONDUIT SERVED. CIRCUIT BREAKER TYPE UNLESS OTHERWISE NOTED.SINGLE POLE BRANCH GROUP 8. ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL GOVERNING CODES, FOR REVIEW.AFTER REVIEW BY THE CONSULTING ENGINEER,MAKE NECESSARY CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE OF AT LEAST 10,000 AMPERES RMS mA....o.+.k INCLUDING AMENDMENTS,BULLETINS,ETC.,AS WELL AS STANDARDS OF CHANGES TO THESE PRINTS AND THEN DELIVER THEM TO THE OWNER FOR C. FUSES - SYMMETRICAL INTERRUPTING CAPACITY(OR AS INDICATED ON THE DRAWINGS). Sysw H-wsy G.W,Nc INSTALLATION AND EQUIPMENT ESTABLISHED FOR THE BUILDINGS,AND RECORD.FINAL PAYMENT WILL BE WITHHELD UNTIL COMPLETION OF'As-BUILT, .MULTIPLE POLE BREAKERS SHALL BE COMMON TRIP,OF THE CAPACITY AND 10 PostOlImSq� REQUIREMENTS OF THE OWNER. DRAWINGS. 1. ALL FUSES SHALL BE BUILDING STANDARD,AND SHALL BE INSTALLED,AS NUMBER OF POLES AS INDICATED IN SCHEDULES.PANELBOARDS SHALL BE Sub 7a REQUIRED,IN ALL CUTOUTS,PANELS AND SAFETY SWITCHES. EQUIPPED WITH 200%SOLID NEUTRAL BAR AND CONTAIN THE NUMBER OF POLES, Tel:61,MAo2109 . Td: 7.sn.9900 9. OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM GOVERNING AUTHORITIES 4. AS-BUILT DRAWINGS SHALL CONTAIN EXACT ROUTING AND ELEVATIONS OF ALL - OVERCURRENT DEVICES AND BUSSED SPACES AS SPECIFIED IN SCHEDULE. F.9n.sn.9191 AND FILE ALL NECESSARY FORMS.PAY ALL INSPECTION FEES. CONDUIT BANKS,ACTUAL PANELBOARD CIRCUIT BREAKER POLE POSITIONS USED D. GROUNDING - PANELBOARDS SHALL INCLUDE A SEPARATE GROUND BUS ISOLATED FROM THE FOR EACH CIRCUIT,AND EXACT LOCATION OF ALL EQUIPMENT.ALL DIMENSIONS CASING.FUSIBLE TYPE PANELS SHALL CONFORM TO REQUIREMENTS OF ABOVE ^ Nan1 10.COORDINATE SCHEDULING OF ALL WORK TO BE PERFORMED WITH OWNER AND/OR SHALL BE REFERENCED TO BUILDING STRUCTURE CENTERLINES. 1. ALL SWITCHBOARDS,PANELBOARDS,MOTOR CONTROL CENTERS,TRANSFORMERS, PARAGRAPH. PROJECT HIS AGENT AND INCLUDE ALL NECESSARY PREMIUM TIME REQUIRED FOR BUSWAY,ETC.SHALL BE PROVIDED WITH A COPPER EQUIPMENT GROUND BAR TrnE ' SHUTDOWNS,WORK IN OCCUPIED AREAS,ETC. BOLTED,BRAZED,OR RIVETED TO THE ASSOCIATED ENCLOSURE OR CABINET. F. LIGHTING FIXTURES: PART 2-PRODUCTS REFER TO EACH INDIVIDUAL EQUIPMENT SPECIFICATION SECTION FOR ADDITIONAL 11.ALL AREAS ASSOCIATED WITH WORK TO BE PERFORMED SHALL BE EXAMINED GROUNDING REQUIREMENTS. COM EN.S IB�IMK PRIOR TO BID SUBMISSION.NO ADDITIONAL COMPENSATION SHALL BE MADE FOR A. EQUIPMENT SPECIFICATIONS 1. LIGHTING FIXTURES SHALL BE FURNISHED COMPLETE WITH NECESSARY MOUNTING HARDWARE AS REQUIRED. BRANCH OFFICECONDITIONS FOUND DURING INSTALLATION. 2. ALL RECEPTACLES,SWITCHES,DISCONNECTS,INDIVIDUAL MOTOR CONTROLLERS, . 1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW,UL LISTED AND SHALL CONFORM ETC.SHALL BE PROVIDED WITH A GROUNDING TERMINAL CONNECTED TO THE _ HYANNIS 12.BEFORE COMMENCING WORK,EXAMINE ALL ADJOINING WORK ON WHICH THIS TO ANY ADDITIONAL LABELING;TESTING AND CONSTRUCTION REQUIREMENTS DEVICE FRAME OR ENCLOSURE.REFER TO EACH INDIVIDUAL EQUIPMENT 2. ALL FIXTURES SHALL BE FURNISHED WITH LAMPS.. WORK IS IN ANY WAY DEPENDENT FOR PERFECT WORKMANSHIP ACCORDING TO ESTABLISHED BY THE GOVERNING AUTHORITIES.SAME SHALL BE GUARANTEED SPECIFICATION SECTION FOR ADDITIONAL GROUNDING REQUIREMENTS. THE INTENT OF THIS SPECIFICATION,AND REPORT TO THE CONSTRUCTION FOR 1 YEAR SUBSEQUENT TO FINAL ACCEPTANCE. 3. VERIFY CEILING CONSTRUCTION AND MOUNTING REQUIREMENTS. 411 BARNSTABLE RD, HYANNIS, MA MANAGER ANY CONDITION WHICH PREVENTS PERFORMANCE OF FIRST-CLASS ' 3. ALL CONDUIT,CABLE TRAY,RACEWAYS,JUNCTION BOXES,PULL BOXES,ETC. __ _ WORK NO'WAIVER OF RESPONSIBILITY'FOR INCOMPLETE,INADEQUATE OR 2. ALL EQUIPMENT(ELECTRICAL AND MECHANICAL)SHALL BE SPECIFIED TO HAVE SHALL BE MADE ELECTRICALLY CONTINUOUS BY MEANS OF GROUNDING ° DEFECTIVE ADJOINING WORK WILL BE CONSIDERED UNLESS NOTICE HAS BEEN VOLTAGE RATINGS COMPATIBLE WITH THE PROVISIONS OF ANSI C84. CONDUCTORS,BONDING JUMPERS,GROUNDING BUSHINGS,COUPLINGS,FITTINGS, 4. NEW LIGHTING FIXTURES SHALL COMPLY WITH BUILDING STANDARD FIXTURES. _ FILED BEFORE SUBMITTAL OF A PROPOSAL. 3. ALL EXISTING EQUIPMENT TO BE RELOCATED,OR TO BE INSTALLED FROM r ETC.AS REQUIRED BY NEC AND THE AUTHORITIES HAVING JURISDICTION. 5. SUBMIT ON LAMPS,DRIVERS AND BALLASTS IN LIGHTING FIXTURES. PRIMEI N. w1SOM ' 13.COORDINATE ALL WORK WITH OTHER TRADES TO INSURE INSTALLATION IS MADE IN STORAGE SHALL BE CLEANED. 4. ALL GROUNDING ELECTRODE CONDUCTORS SHALL BE BARE OR GREEN INSULATED DRAvna Tnue ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. ALL CONDUIT FOR LIGHTING AND POWER SYSTEMS SHALL BE 3/4'(MINIMUM). AUTHORITIES HAVING JURISDICTION REQUIRES GROUNDING COPPER CONDUCTORS SIZED AS INDICATED ON THE NDI DRAWINGS. E ECTRODETME ELECTRICAL 14.FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY OWNER. CONDUCTOR SIZING IN EXCESS OF 5. INTERMEDIATE METAL CONDUIT SHALL BE USED WHERE SUBJECTED TO ANY .HEREIN,THE LARGER SIZE CONDUCTOR TSHAL BE INSTALLE SHOWN ON THE D. OR SPECIFIED SPECIFICATIONS 15.INCLUDE ALL LABOR,MATERIALS,AND APPURTENANCES REQUIRED FOR THE WATER OR MOISTURE CONDITIONS,OR WHERE BURIED IN SLAB. - - - FURNISHING,INSTALLING AND TESTING OF ALL WORK COMPLETE AND MAKE S. ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE GREEN INSULATED COPPER . READY FOR OPERATION IN A MANNER SATISFACTORY TO THE CONSULTING 6. JUNCTION OR PULL BOXES SHALL BE FURNISHED AND INSTALLED WHERE CONDUCTORS SIZED AS INDICATED ON THE DRAWINGS.WHERE THE AUTHORITIES - ENGINEER,ALL WORK SHOWN ON DRAWINGS AND SPECIFIED HEREIN. INDICATED ON PLANS AND WHEREVER ELSE SUCH A BOX MAY BE NECESSARY TO HAVING JURISDICTION REQUIRES EQUIPMENT GROUNDING CONDUCTOR SIZING IN SCALE A.h k0m FACILITATE INSTALLATION OR CONFORM TO CODE REQUIREMENTS.COORDINATE EXCESS OF THAT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN,THE LARGER 16.ALL WORK SHALL BE GUARANTEED FOR TWO(2)FULL YEARS FROM THE DATE LOCATIONS OF SAME WITH JLL OPS FOR ACCESSIBILITY AND AESTHETIC SIZE CONDUCTOR SHALL BE INSTALLED. E O O f/�L WHEN THE OWNER HAS ISSUED A'CERTIFICATE OF SUBSTANTIAL COMPLETION'. CONSIDERATIONS.GENERALLY,JUNCTION BOXES AND PULL BOXES SHALL BE - ' INSTALLED EVERY 100 FEET IN CONDUIT HORIZONTAL RUNS AND SHALL NOT BE 6. ALL BONDING CONDUCTORS SHALL BE FLEXIBLE COPPER BONDING JUMPERS SIZED 17.ALL WORK INVOLVED IN OTHER OCCUPIED TENANT SPACES SHALL BE PERFORMED EXPOSED IN FINISHED SPACES.ALL CABLES WITHIN PULL BOXES SHALL BE IN ACCORDANCE WITH THE NEC FOR GROUNDING ELECTRODE CONDUCTORS. , ON PREMIUM TIME(WEEKNIGHTS AND SATURDAYS)OR AS OTHERWISE DIRECTED PROPERLY TAGGED FOR IDENTIFICATION.LABEL ALL CONDUITS WITH FEEDER ' BY OWNER AND LANDLORD. DESIGNATION,AT ENTRY AND EXIT TO THE BOX - ISSUE DATE:4RIM7 DATE G. FIRE ALARM SYSTEM: FURNISHING,INSTALLING AND TESTING OF ALL WORK SHOWN ON THE DRAWINGS ao. mm �eroa ' 3. CONDOR RUNS INDICATED ON PLAN ARE FOR REFERENCE ONLY.EXACT d. ALL BRANCH CIRCUITS SERVING LOADS IN HAZARDOUS LOCATIONS. vymn BID/vErsrnir LOCATIONS AND ELEVATION SHALL BE DETERMINED AFTER COORDINATION WITH AND SPECIFIED HEREIN,IN A MANNER SATISFACTORY TO THE ENGINEER. azirzoiT ADDENDUMN i 1. PROVIDE FIRE ALARM SYSTEM DEVICES AND COMPONENTS NECESSARY FOR A OTHER TRADES.THIS CONTRACTOR SHALL SUPPLY,AS PART OF THEIR SHOP e. ALL BRANCH CIRCUITS IN OUTDOOR LOCATIONS. COMPLETE SYSTEM AND CONNECT TO EXISTING BASE BUILDING SYSTEM. DRAWING SUBMISSION,THE EXACT LOCATION OF ALL CEILING MOUNTED 18.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXISTING ' EQUIPMENT AND CONDUIT RUNS INCLUDING PROPOSED LOCATIONS AND MEANS OF CIRCUITRY ORIGIN,DISTRIBUTION AND REVISING EXISTING CIRCUITRY TO COMPLY 33.WHEN A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR IS PROVIDED 2. THE ENTIRE INSTALLATION,INCLUDING MATERIALS AND EQUIPMENT SHALL BE SUPPORT AS WELL AS THE EXPECTED LOAD CONCENTRATION AT THE POINTS OF WITH NEW CIRCUITRY AS INDICATED ON PLANS. ATTACHMENT.THE ABOVE NOTED INFORMATION SHALL BE REVIEWED BY THE WITH A BRANCH CIRCUIT IT SHALL BE CONNECTED TO A GROUND BUS IN THE COMPATIBLE WITH EXISTING BUILDING EQUIPMENT AND MEET OR EXCEED THE STRUCTURAL ENGINEER BEFORE ANY WORK IS TO COMMENCE PANELBOARD FROM WHICH IT IS SERVED.THE PANELBOARD GROUND BUS SHALL . MINIMUM STANDARDS AND REQUIREMENTS STATED HEREIN. 19.ALL WORK AND/OR EQUIPMENT INSTALLED OUTDOORS SHALL BE APPROVED FOR BE OF SUFFICIENT SIZE TO ACCOMMODATE ALL DEVICES SERVED INCLUDING " USE IN WET LOCATIONS. SPACE FOR FUTURE EXPANSION,AS WELL AS LUGS OF APPROPRIATE SIZE FOR 4. FURNISH AND INSTALL ALL NECESSARY CABLE SUPPORT BOXES,PULL BOXES AND 3. ALL EQUIPMENTANDMATERIALS USED SHALL BE STANDARD COMPONENTS, - CONNECTION OF AN EQUIPMENT GROUNDING CONDUCTOR TO THE GROUNDING REGULARLY MANUFACTURED AND OF THE SAME MANUFACTURER,AS THE EXISTING CONDUIT SUPPORTS,WHERE NOTED AND AS REQUIRED BY APPLICABLE CODES. P0.ALL WORK AND/OR EQUIPMENT IN MEWS SHALL BE SUITABLE FOR DAMP ELECTRODE OF THE DERIVED SOURCE. BASE BUILDING STANDARDS. ALL LOW TENSION(COMMUNICATIONS,SECURITY,A/V,ETC.)CONDUIT,FIRE ALARM LOCATIONS. - • CONDUIT,ETC.,WHICH HAVE RUNS IN EXCESS OF 100 FEET IN LENGTH AND/OR a CONTAINING BENDS IN EXCESS OF 180 DEGREES SHALL BE PROVIDED WITH A 34.ALL EXPANSION JOINTS,POINTS OF ELECTRICAL DISCONTINUITY,OR CONNECTIONS 4. SYSTEM SUPERVISION:PER BUILDING STANDARDS. - PULLBOX.ALL PULLBOXES SHALL BE LABELED FOR THEIR INTENDED USE.DECALS 21.WHERE CONDUITS,CABLE TRAY OR OTHER ELECTRICAL EQUIPMENT PENETRATE IN CONDUIT WHERE FIRM MECHANICAL BOND IS NOT POSSIBLE SHALL BE BONDED SHALL BE PROVIDED TO INDICATE VOLTAGE LEVEL.FIRE ALARM SYSTEM BOXES -. FIRE OR SMOKE RATED WALLS,PARTITIONS,FLOOR SLABS,ETC.,THE SPACE WITH OZ GEDNEY TYPE'BJ'OR APPROVED EQUAL BONDING JUMPER_ r3as: 5. EMERGENCY SIGNALING:PER BUILDING STANDARDS. SHALL BE PAINTED RED,AND ALL WIRE AND CABLE PROVIDED UNDER THIS SECTION BETWEEN THE SLEEVE OR CUTOUT AND THE ELECTRICAL EQUIPMENT SHALL BE b° - CAULKED WITH A UL LISTED,INTUMESCENT TYPE,APPROVED FIRESTOP SYSTEM. SHALL BE TAGGED(WITH FEEDER OR BRANCH CIRCUIT DESIGNATION)AT ALL - 35.A FLEXIBLE BONDING JUMPER SHALL BE PROVIDED AROUND ISOLATING COUPLINGS 6. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR THE FIRE DETECTION,ALARM, BOXES.WHERE CONDUIT BENDS ARE REQUIRED IN COMMUNICATIONS RACEWAY SPACE BETWEEN THE SLEEVE OR CUTOUT AND THE ELECTRICAL EQUIPMENT AND ISOLATING NIPPLES AND SHALL BE SIMILAR AND APPROVED EQUAL TO OZ RELEASING SYSTEM PERMIT AND THE PERMIT FOR ADDITIONS TO THE EXISTING SYSTEMS,THE RADIUS OF THE RACEWAY BEND SHALL NOT BE LESS THAN TEN SHALL BE SIZED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS _GEDNEY TYPE'BJ'.ALL MECHANICAL PIPING REQUIRES ISOLATING COUPLINGS OR _ SYSTEM.DRAWINGS AND INFORMATION FOR THE PERMIT SHALL BE PREPARED BY TIMES THE DIAMETER OF THE RACEWAY.PULL BOXES FOR COMMUNICATION - FOR CONDUIT SIZE AND DAMMING MATERIAL THICKNESS FOR THE TYPE OF RATED ISOLATING NIPPLES WHEN THE PIPING MATERIAL IS CHANGED. - SEAL - THE FIRE ALARM CONTRACTOR,AND SHALL BE PREPARED AND SIGNED BY NICET -RACEWAYS WILL BE PROVIDED IN STRAIGHT PULLS ONLY.LABEL EACH RACEWAY CONSTRUCTION FOR WHICH THE SYSTEM IS TO BE USED.THE FIRESTOP SYSTEM LEVEL III FIRE ALARM DESIGNER WHO IS ALSO A CERTIFIED LICENSED FIRE ALARM (PER TECHNOLOGY DEPT.REQUIREMENTS)EVERY 50 FEET HORIZONTALLY AND ON SHALL BE AS MANUFACTURED BY 3M FIRE PROTECTION PRODUCTS OR AS 36.PROVIDE COMPLETE FIRE ALARM SYSTEM FIELD SURVEYS,FINAL DESIGN,SHOP TECHNICIAN,IN THE STATE WHERE THE PROJECT IS CONSTRUCTED,AND WHO HAS EACH FLOOR VERTICALLY.SUBMIT LABELING SYSTEM FOR REVIEW. APPROVED.SEE ARCHITECTURAL DRAWINGS FOR FIRE RATING OF WALLS AND DRAWINGS,PERMIT/CONSTRUCTION DRAWING PREPARATION,AS BUILT A CERTIFICATE STATING HE HAS SUCCESSFULLY COMPLETED TRAINING BY THE - FLOORS. - DOCUMENTATION,ETC.ENGINEERING DRAWINGS INDICATE AREA OF SYSTEM(S) SYSTEM MANUFACTURER.THE DRAWINGS AND INFORMATION SHALL ALSO BE - COVERAGE WITHIN CONTRACT LIMITS AND RECOMMENDED LOCATIONS OF - PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE WHERE THE 5. SURVEY EXISTING SPACE,CLOSETS AND PANELSOARDS TO VERIFY SUITABILITY 22.WHERE WORK IS ONGOING IN ELECTRICAL PANELS THE COVERS ARE NOT TO BE DEVICES. PROJECT IS CONSTRUCTED AND THE BUILDING CODE COMPLIANCE OFFICIAL AND OF INSTALLATION DESIGN INDICATED.ANY MODIFICATIONS NECESSARY TO LEFT OFF UNLESS WORK IS CURRENTLY BEING PERFORMED ON THE PANEL. THE FIRE MARSHALL IN THIS PROJECTS LOCATION. COMPLY WITH THE DESIGN INTENT SHALL BE INCLUDED IN BID SUBMITTED AND COVERS SHALL BE REPLACED EACH NIGHT AT THE END OF SHIFT. 37.IDENTIFY AND LABEL ALL FA RACEWAYS AND JUNCTION BOXES CONCEALED ABOVE SHALL BE HIGHLIGHTED SO THAT CONSIDERATION TO SAME IS GIVEN DURING BID CEILING TILE OR EXPOSED RUNS AS ADA EVERY 20 FEET AND AT TERMINATION 7. SUBMITTALS FOR APPROVAL SHALL INCLUDE ALL OF THE REQUIREMENTS OF THE EVALUATION.INCLUDED IN THIS REQUIREMENT,SHALL BE THE EVALUATION OF THE 23.TEMPORARY POWER FROM EXISTING PANELS FOR LIGHTS,DRILLS,WELDING WITH PERMANENT RED MARKING PEN. PREVIOUS PARAGRAPH AND SHALL INCLUDE WIRING DIAGRAMS,CUT SHEETS OF AVAILABILITY OF BRANCH CIRCUIT CAPACITY TO ACCOMMODATE THE NUMBER OF EQUIPMENT,ETC.,SHALL BE LABELED ON THE PANEL AND PRE-APPROVED BY ALL DEVICES,BATTERY CALCULATIONS AND SEQUENCES OF OPERATION. BRANCH CIRCUITS REQUIRED ON THE DESIGN DOCUMENTS.REROUTING OF BUILDING ENGINEERS 48 HOURS PRIOR TO INSTALLATION. 38.ALL REQUIRED SEPARATE(DEDICATED)FA CONDUIT RACEWAY SHALL BE 3/4- CIRCUITS TO ALTERNATE PANELS WITHIN THE SAME CLOSET OR AREA,SHALL BE MINIMUM.CONDUIT,BOXES,SUPPORTS,CABLING AND WIRING SHALL BE 8. THE SYSTEM SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND THE INCLUDED IN BID PROPOSAL.CIRCUIT NUMBERS INDICATED ARE FOR REFERENCE 24.EACH SYSTEM OF ELECTRICALLY CONTINUOUS METALLIC PIPING AND DUCTWORK FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR.MAXIMUM FOLLOWING: ONLY. SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS CONDUIT FILL OF 40%SHALL BE MAINTAINED AND SCHEDULED ON SUBMITTAL OF THE NEC FOR'BONDING'AS THEY APPLY TO THE'BONDING OF PIPING DRAWINGS TO FIRE DEPARTMENT. RLD a ADA 6. UNLESS SPECIFICALLY APPROVED,NO WIRES SHALL BE PULLED IN UNTIL THE SYSTEMS'.ISOLATED METALLIC PIPING AND DUCT SYSTEMS SHALL BE BONDED TO b. NFPA 72 CONDUIT SYSTEM IS COMPLETED.NO GREASE OR OIL SHALL BE USED TO THE BUILDING EQUIPMENT GROUNDING SYSTEM. 39.INSTALLATION OF ALL NEW FA SYSTEM DEVICES,COMPONENTS AND THE REMOVAL FACILITATE THE PULLING OF WIRES;ONLY APPROVED PULLING COMPOUND SHALL AND/OR RELOCATION OF EXISTING DEVICES INCLUDING ALL DEVICE FINAL Architects PC c. NFPA 101 BE USED.ALL WIRES SHALL BE CONTINUOUS BETWEEN OUTLET AND OUTLET,OR 25.BONDING AND GROUNDING CONDUCTORS SHALL BE SIZED,SHALL BE RUN IN TERMINATIONS AND MOUNTING SHALL BE PROVIDED BY THE ELECTRICAL d. NFPA 70 - FROM PANELBOARD TO THE FIRST OUTLET.JOINTS THAT BECOME NECESSARY IN CONDUIT,AND SHALL BE CONNECTED TO VARIOUS SERVICES IN ACCORDANCE CONTRACTOR. e. STANDARD BUILDING CODE,INTERNATIONAL BUILDING CODE AND STATE CIRCUIT WORK AT THE OUTLETS SHALL BE MADE WITH APPROVED PRESSURE WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE AMENDMENTS. CONNECTORS.ALL JOINTS SHALL BE COVERED WITH AN INSULATION EQUAL TO NATIONAL ELECTRICAL CODE. .905 South Manx Street- s. RULES AND REGULATIONS OF THE FIRE COMMISSIONER. 40.PROVIDEALLINTERCONNECTINGFACABLINGANDTERMINATIONSINCLUDING -Building THAT ON THE CONDUCTORS.APPROVED PRESSURE CONNECTORS,IDEAL 4 E;,:guile201 WINGNUTS,SCOTCH-LOCK,BUCHANAN,OR AS APPROVED,SHALL BE USED. DEVICES AND AUXILIARY EQUIPMENT FOR INTERFACE WITH THE EXISTING BUILDING Mari,tiYl:i `RA 020,,48 g. STANDARD FIRE PREVENTION CODE,INTERNATIONAL FIRE CODE. 26.ALL GROUND CONDUCTORS,INCLUDING THE GROUNDING ELECTRODE FIRE ALARM STROBE AND SPEAKER RISER SYSTEMS.ALL DEVICE TERMINATIONS ' h. UNDERWRITERS LABORATORIES LISTING AND LABELED. CONDUCTOR,WHEN RUN INDEPENDENT FROM ITS PHASE CONDUCTORS SHALL BE SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT WITH APPROPRIATE I. FACTORY MUTUAL APPROVED AND LISTED. 7. NO ELECTRICAL CONNECTIONS SHALL BE MADE TO,OR WORK PERFORMED ON, _ PROTECTED FROM MECHANICAL INJURY BY RIGID CONDUIT TO WHICH THE TERMINAL BOXES,ENCLOSURES,ETC. wwwArlar ch;axls.^,urri ENERGIZED EQUIPMENT. CONDUCTOR SHALL BE BONDED AT EACH END. - - 9. THE SYSTEM AND ALL COMPONENTS SHALL BE UL LISTED AND FM APPROVED - 41.V.I.F.AVAILABLE,EXISTING FA SYSTEM CAPACITY PRIOR TO BIDS.SUBMIT AN 0- SPECIFICALLY FOR OPERATION IN CONJUNCTION WITH EACH OTHER AND WITH THE 8. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE ACCORDING TO VENDOR 27.ALL EXPOSED NON CURRENT-CARRYING METAL PARTS OF PERMANENTLY ALTERNATE COST INCLUDED IN BID SUBMITTAL BY ELECTRICAL CONTRACTOR �SAW SUPPRESSION SYSTEM,IF A SUPPRESSION SYSTEM IS PROVIDED. APPROVED SHOP DRAWINGS. MOUNTED ELECTRICAL EQUIPMENT,ALL TERMINAL DEVICES AND THE CONDUIT WHICH INCLUDES ALL WORK AND MATERIALS TO REUSE EXISTING RISER CAPACITY 100 SdamH C-RWA SYSTEM SHALLrBE EFFECTIVELY GROUNDED AND SECURELY BONDED TO THE OR INSTALL NEW RISER CAPACITY DOWN TO THE EXISTING FIRE ALARM SYSTEM Po E= 10.ADDRESSABLE MODULES SHALL BE FULLY ADDRESSABLE. 9. VERIFY ELECTRICAL REQUIREMENTS OF ALL EXISTING AND NEW EQUIPMENTTO BE REFERENCE GROUND POINT OF ITS SEPARATELY DERIVED SERVICE GROUND.THE CONTROL PANELS.PROVIDE ALL RISER CONDUIT INCLUDING PULLBOXES AND USED. EQUIPMENT GROUND PATH FROM CONDUIT,EQUIPMENT AND METAL ENCLOSURES ACCESS FOR A COMPLETE INSTALLATION. NE'eamar SHALL BE CONTINUOUS AND PERMANENT,AND SHALL HAVE THE CAPACITY TO SYSM HENNESSY GROUP 11.ALL WIRING SHALL BE INSTALLED IN CONDUIT. SAFELY CONDUCT ANY FAULT CURRENTS IMPOSED ON IT WITH SUFFICIENTLY LOW 10 POST EODPFlce atme ny 10.ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY OF EXISTING CIRCUIT IMPEDANCE TO FACILITATE THE OPERATION OF THE CIRCUIT PROTECTIVE DEVICES 42.COORDINATE THE EXACT SIZE AND TYPE OF CEILING MOUNTED FA DEVICE FOR aoara4 uA amae . BREAKERS AFTER DEMOLITION OF EXISTING CONDITIONS TO MEET NEW WALL APPLICATIONS INCLUDING DRYWALL RINGS OR SPECIAL DEEP BACKBOXES. PHONE:017-0024745 12.CABLE SHALL BE LISTED FIRE ALARM CABLE,OR OTHER NEC PERMITTED CABLE, REQUIREMENTS,AND REPORT ANY RESULTING DISCREPANCIES TO THE PROVIDE SPECIAL OUTLET BOXES WITH APPROPRIATE EXTENSION RINGS AND FOR UNLESS INDICATED OTHERWISE. CONSULTING ENGINEER IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. 28.ALL CONDUITS,2 INCHES AND LARGER,ENTERING MOTOR CONTROL CENTERS, THE DEVICE. SERVICE OR DISTRIBUTION SWITCHBOARDS,DISTRIBUTION OR POWER PANELS, 13.ALL DEVICES SHALL BE MOUNTED IN ACCORDANCE WITH THE MANUFACTURER'S 11.ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS FOR ALL EQUIPMENT UNINTERRUPTIBLE POWER SUPPLY EQUIPMENT,AND AUTOMATIC TRANSFER 43.THE FA SYSTEM INSTALLATION AND ALL COMPONENTS SHALL BE BUILDING ° INSTRUCTIONS AND NFPA 72 AND NFPA 101 REQUIREMENTS AND SWITCHES SHALL BE PROVIDED WITH GROUNDING BUSHINGS,CONNECTED TO THE RECOMMENDATIONS. PER CODE AND SHALL COORDINATE ALL DISCONNECT SWITCH REQUIREMENTS AND RESPECTIVE EQUIPMENT GROUND BUS BY MEANS OF BARE COPPER WIRE. STANDARD AND UL LISTED FOR FIRE PROTECTION SERVICE.(UL STANDARD 1480) - �' ' $1' LOCATIONS WITH THE ELECTRICAL INSPECTOR,VENDORS APPROVED SHOP P AND COMPLY WITH REQUIREMENTS OR FEDERAL REGISTER VOL.56 NO.144-0.28.3. aaouP DRAWING AND FINAL EQUIPMENT LOCATIONS. - ------ 14.PROVIDE ALL PROGRAMMING REQUIRED TO PERFORM THE SEQUENCE OF 29.UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS,CONDUITS LESS THAN 2 44.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE ALARM COMMAND �Na�aorGraw.ma 12.ELECTRICAL CONTRACTOR SHALL VERIFY PHASE LOAD BALANCING ON POWER OPERATION AS REQUIRED. INCHES,OR ANY CONDUIT ENTERING DEVICES OTHER THAN THOSE LISTED ABOVE, PANEL PROGRAMMING FOR EXISTING AND NEW STROBE INITIATION CIRCUITS ro Pmcom.sera MAY BE USED AS THE EQUIPMENT GROUND CONDUCTOR IF THE CONDUIT IS sum Ta ' PANELS UPON COMPLETION OF THE ELECTRICAL INSTALLATION.INCLUDE SUBJECT TO LOCAL FIRE DEPARTMENT REVIEW AND APPROVAL.ALL WORK TO BE - Boson,Nno2iw 15.PROVIDE THE INITIAL TESTING AND CERTIFICATION REQUIRED BY NFPA 72 AND ATTACHED TO THE METAL ENCLOSURE USING TWO LOCKNUTS ONE INSIDE AND -RE-DISTRIBUTION OF CIRCUITS WITHIN PANELS TO BALANCE WITHIN A 10%WINDOW ( PERFORMED INCLUDING MATERIALS AND TABOR SHALL BE INCLUDED WITHIN Tel:en.srr.9soo NFPA 101,AND AS REQUIRED BY THE FIRE MARSHALL.INSTALLATION AND TESTING (t5%). ONE OUTSIDE THE ENCLOSURE)OR FITTINGS WITH SHOULDERS THAT SEAT FIRMLY CONTRACT.COMPLETE: Far B17.s77.9191 SHALL BE PERFORMED BY A NICET LEVEL III FIRE ALARM TECHNICIAN WHO IS ALSO AGAINST THE ENCLOSURE AND ARE APPROVED FOR THE PURPOSE.ALL ""` yA.- A CERTIFIED FIRE ALARM TECHNICIAN IN THE STATE WHERE THE WORK IS BEING NONCONDUCTIVE PAINT OR COATING SHALL BE REMOVED FROM THE ENCLOSURE ' PERFORMED AND WHO HAS A CERTIFICATE STATING HE HAS SUCCESSFULLY 13.ALL CONDUIT ANDDERS SERVEDRUNS'SHALL CONSIST OF A SINGLE CIRCUIT PER AT THE THREADS,CONTACT POINTS,AND CONTACT SURFACES UNLESS THE a. ALL SUBMITTALS AND FIRE DEPARTMENT INSPECTIONS SHALL BE SCHEDULED IN COMPLETED TRAINING BY THE SYSTEM MANUFACTURER. CONDUIT FOR FEEDERS SERVEDLE O E.WHERE WIRE PROTECTIVE BRA DEVICE FITTING PROVIDED IS DESIGNED TO MAKE SUCH REMOVAL UNNECESSARY. ADVANCE AND BE EXECUTED EXPEDITIOUSLY SO AS TO MEET THE OCCUPANCY Pw,ffcT TNtHP IN EXCESS OF ZO AMPERES,SINGLE POLE.WHERE WIRE AND CONDUIT BRANCH _ DATE. CIRCUITS SHARE A CONDUIT HOMERUN,(OCP LESS THAN OR EQUAL TO20 3p.FLEXIBLE METAL CONDUIT AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT,WHERE AMPERES SINGLE POLE) PERMITTED BY OTHER SECTIONS OF THIS SPECIFICATION,SHALL BE PROVIDED b. PERFORM AND COORDINATE ALL FUNCTION AND DEVICE TESTING.FOR A CMMN.S BANK PART 3-EXECUTION THERE SHALL BE A MAXIMUM OF SIX CIRCUITS COMBINED IN A RACEWA TO THE WITH A SEPARATE,COPPER EQUIPMENT GROUNDING CONDUCTOR.THE COMPLETE OPERATIONAL SYSTEM AS OUTLINED BELOW(INCLUDE ALL OF THE -BRANCH ®��0�� PANELBOARD,UNLESS OTHERWISE NOTED.ALL CONDUCTORS SHALL BE DERATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH ASSOCIATED COSTS OUTLINED BELOW IN BIDS): A INSTALLATION PER NATIONAL ELECTRICAL CODE(LATEST VERSION).COMBINING OF MULTIPLE NATIONAL ELECTRICAL CODE AND IF INSULATED THE COLOR OF THE INSULATION HY�°��"� HOMERUNS(MORE THAN SIX)IN A SINGLE CONDUIT SHALL NOT BE PERMITTED. SHALL BE GREEN FOR THE CONDUCTORS ENTIRE LENGTH.-THE EQUIPMENT 1) ALL SYSTEM DEVICE TESTING,BALANCE AND FUNCTION TESTS SHALL BE 1. THIS CONTRACTOR'S WORK SHALL INCLUDE,BUT NOT BE LIMITED TO THE GROUNDING CONDUCTOR SHALL BE BONDED AT BOTH ENDS OF THE FLEXIBLE PROVIDED FOR ALL WORK INSTALLED AND MODIFIED WITHIN CONTRACT FOLLOWING:FURNISHING AND INSTALLATION OF ALL ELECTRICAL WORK, 14.ALL CONDUIT SHOWN FOR INDOOR WORK SHALL BE EMT(3/4'MINIMUM)WITH CONDUIT USING AN APPROVED FITTING OR BONDING SCREW. LIMITS OF CONSTRUCTION,INCLUDING ADJACENT AREA OUTSIDE OF 411 BARNSTA13LE RD,-HYANNIS. MA INCLUDING ELECTRICAL AND COMMUNICATIONS OUTLETS IN WALLS AND FLOOR, - SETSCREW TYPE COUPLINGS UNLESS OTHERWISE NOTED OR PERMITTED BY THE CONTRACT AREAS AFFECTED BY WORK IN THIS CONTRACT. LIGHTING FIXTURES WITH LAMPS,SWITCHES,DIMMERS,EMERGENCY BATTERY BUILDING RULES AND REGULATIONS. -- 31.MOTOR FRAMES THAT ARE NOT DIRECTLY CLAMPED TO THE SUPPLY CONDUIT UNITS,ETC.,AND ASSOCIATED BRANCH CIRCUIT WIRING,DISCONNECT SWITCHES, SHALL BE BONDED AND GROUNDED TO THE CONDUIT BY MEANS OF A SUITABLY 2) REPLACEMENT OF ALL DEFECTIVE AND/OR INSTALLED MATERIALS,WIRING, `" - -"- SPECIAL RECEPTACLES,ETC.ALL SPECIAL EQUIPMENT,SUCH AS FANS,AIR 15.PROVIDE IMC CONDUIT WITH THREADED COUPLINGS WHERE REQUIRED BY CODE. - SIZED GROUND CONDUCTOR AND GROUND CLAMP.NO SOLDERED CONNECTIONS COMPONENTS AND DEVICES SHALL BE PROVIDED BY ELECTRICAL PROJECT Nt 21Heoax CONDITIONING UNITS,COPIERS,ETC.WILL BE FURNISHED BY OTHERS(U.O.N.). SHALL BE USED IN LEADS.ALL CONNECTIONS SHALL BE MADE WITH AN APPROVED CONTRACTOR AND/OR FIRE ALARM CONTRACTOR. WHERE EQUIPMENT REQUIRES PERMANENT CONNECTIONS,THESE CONNECTIONS 16.TYPE MC CABLE MAY BE UTILIZED FOR BRANCH LIGHTING AND RECEPTACLE SOLDERLESS CONNECTOR. oa�MOR)71112 SHALL BE PROVIDED WITH APPROPRIATE DISCONNECTING MEANS. CIRCUITRY,WHERE PERMITTED BY CODE AND PROVIDED THAT: 3) PROVIDE ALL WRITTEN COMPLETE TEST REPORTS AND SUBMIT TO ELECTRICAL ENGINEER. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON DRAWINGS a. IT IS IN ACCORDANCE WITH THE BUILDING RULES AND REGULATIONS. 32..A SEPARATE.INSULATED(GREEN)EQUIPMENT GROUNDING CONDUCTOR SHALL BE WITH OTHER TRADES TO ASSURE THAT ALL SYSTEMS ARE COMPLETE AND INSTALLED IN ALL BRANCH CIRCUITS UNDER THE FOLLOWING CONDITIONS: 4 PROVIDE ALL NECESSARY INSTRUMENTATION AND MONITOR TEST SPECIFICATIONS OPERATIONAL.THIS CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS ) AND CONDUIT RUNS SUPPLIED AND/OR INSTALLED UNDER THIS SECTION TO AVOID b. CONTAINS AN INSULATED GROUND WIRE. _ EQUIPMENT. CONFLICTS OR OBSTRUCTIONS TO OTHER TRADES.THIS CONTRACTOR SHALL a. WHERE THE BRANCH CIRCUIT USES AC ARMORED CABLE AS THE WIRING PROVIDE ALL NECESSARY PULL BOXES,VERTICAL SUPPORT BOXES,AND CONDUIT c. CONDUIT IS RUN TO THE FIRST DEVICE DOWN-LINE OF THE PANEL(I.E. METHOD. gC•". AS MORE! OFFSETS REQUIRED TO ACCOMPLISH THE ABOVE NOTED COORDINATION AT NO RECEPTACLE,LIGHT FDCTURE,ETC.).ADDITIONAL COST TO THE OWNER,WHETHER OR NOT INDICATED ON PLANS.ALL b. WHERE THE BRANCH CIRCUIT USES A MANUFACTURED WIRING SYSTEM. E O O_/S�V VERTICAL SUPPORT BOXES,PULL BOXES,ETC.SHALL BE INSTALLED WHERE SPLICE BOXES MOUNTED ADJACENT TO THE ELECTRICAL CLOSET SHALL NOT BE REQUIRED TO FACILITATE PULLS AND AT CODE REQUIRED INTERVALS,AT PERMITTED TO CONVERT FROM A CONDUIT HOMERUN TO TYPE MC CABLE. c. ALL BRANCH CIRCUITS USED FOR ELECTRONIC COMPUTER/DATA MINIMUM. - PROCESSING OR TELECOMMUNICATIONS EQUIPMENT. �� 17.INCLUDE ALL LABOR,MATERIALS,AND APPLICATIONS REQUIRED FOR THE ISSUE DATE 421117 i B. DEMOLITION. PROJECT CLOSE OUT REQUIREMENTS(All THAT APPLIES) COMMISSIONING NO. DATE REVISIGIII212r2017 BID i PERMIT 1. SURVEY EXISTING CONDITIONS BEFORE SUBMITTAL OF BID TO ASCERTAIN EXTEND OF CONTRACTOR SHALL VALIDATE 4@t12017 ADDEND UMN t _ "A. THE FOLLOWING ARE THE CLOSE OUT REQUIREMENTS FOR THIS PROJECT.IT SHOULD BE THAT THE BUILDING SYSTEM WILL COMPLY WITH ALL DESIGN DEMOLITION.REFER TO DRAWINGS OF OTHER TRADES FOR DEMOLITION TO BE PERFORMED NOTED THAT WHERE SIMILAR REQUIREMENTS AND/OR ADDITIONAL REQUIREMENTS ARE AND OPERATIONAL REQUIREMENTS AS WELL AS ENVIRONMENTAL CONDITIONS(E.G.TEST BY OTHERS. STATED ELSEWHERE IN THIS SPECIFICATION,THE MORE STRINGENT REQUIREMENTS SHALL AUTOMATIC CONTROL). APPLY. - .. 2. EXISTING CIRCUITING THAT SERVES BASE BUILDING EQUIPMENT(MECHANICAL)EQUIPMENT A. CONTRACTOR SHALL TEST THE EQUIPMENT INDIVIDUALLY IN ALL ROOMS.,ELEVATOR MACHINE ROOMS,STAIRS,LIFE SAFETY SYSTEM ETC.AND ALL OTHER 1. DOCUMENTATIONNECHNICAL DATA DELIVERABLES THE CONTRACTORS ARE MODES,INCLUDING: - BASE BUILDING CONTROLLED DEVICES,SHALL NOT BE REMOVED. RESPONSIBLE FOR KEEPING THE LATEST REVISIONS OF ALL , DOCUMENTATION,AND PROVIDING THE FOLLOWING: .1. AUTOMATIC - 3. BEFORE REMOVING EXISTING CIRCUITS,ELECTRICAL CONTRACTOR SHALL BE CERTAIN THAT THESE CIRCUITS DO NOT FEED OTHER SPACES OR SYSTEMS IN THE BUILDING. 2. AS-BUILT DRAWINGS(REPRODUCIBLE,PRINTS&COMPUTER DRAWING 2. MANUAL - FILES IN AUTOCADD R14 FORMAT OR LATEST VERSION) 4. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS RELATED 3. EMERGENCY TO THE ELECTRICAL DEMOLITION AND CONSTRUCTION. - FxemFx a. CONTRACT DRAWINGS AND SPECIFICATIONS(LATEST REVISIONS) - 5. DURING DEMOLITION THE ELECTRICAL CONTRACTOR SHALL NOT INTERRUPT THE POWER B. CONTRACTOR SHALL TEST THE OPERATION OF THE EQUIPMENT ON Ab. SHOP DRAWINGS SYSTEM LEVEL INCLUDING.INTERFACING WITH OTHER SYSTEMS.THE SERVING OCCUPIED SECTIONS OF THE FLOOR,ELECTRICAL CONTRACTOR SHALL PROVIDE apu c TEMPORARY FEEDS AS REQUIRED IN ORDER TO MAINTAIN CONTINUITY OF THESE All.POWER CONTRACTOR SHALL COORDINATE WITH THE BUILDING AND OPERATIONS SHUTDOWNS SHALL BE COORDINATED WITH THE OWNER. c. ELECTRICAL SINGLE LINE DIAGRAMS ENGINEER AND VERIFY THAT THE SYSTEM PERFORMS AS DESIGNED BFu WITH NEW OR MODIFIED COMPONENTS BEFORE PROJECT SIGN-OFF. 6. ALL EXISTING BASE BUILDING SIGNALING SYSTEMS(FIRE ALARM PULL STATIONS,FIRE WARDEN d. CONTROL DIAGRAMS - - STATIONS,HORNS,STROBES,SPEAKERS,STANDPIPE TELEPHONES,ETC.)SHALL BE EITHER RELOCATED AS SHOWN OR TEMPORARILY REMOVED AND REINSTALLED AS REQUIRED. a. PERMITICERTIFICATION DOCUMENTS PROVIDE ADDITIONAL WIRING AS REQUIRED. - - - - - - 3. ALL APPLICABLE PERMITS AND CERTIFICATIONS HAVE BEEN PROCESSED AND A COPY .. 7. WHERE IT IS REQUIRED TO DISCONNECT OR ALTER ANY PART OF AN EXISTING CIRCUIT ATTACHED. - SERVING,IN PART,AN AREA OR EQUIPMENT NOT BEING DISTURBED,THE CIRCUIT SHALL BE RECONNECTED TO MAINTAIN CONTINUITY OF THE CIRCUIT. B. EQUIPMENT SPECIFICATION DATA - 8. ALL EXISTING EQUIPMENT AND MATERIALS BEING REMOVED SHALL BE STORED OR DISPOSED 1, PERMANENT NAMEPLATES IDENTIFYING EQUIPMENT,SYSTEM ACCESSORIES OF AT THE DIRECTION OF BUILDING ENGINEERS. AND CONTROLS - v 9. BEFORE TEMPORARILY DISCONNECTING OR RELOCATING EXISTING FIRE ALARM EQUIPMENT THE CONTRACTOR SHALL NOTIFY BUILDING ENGINEERS AND DISCONNECT AND RELOCATE AT a. AUTOMATIC CONTROL DIAGRAMS AND OPERATIONS SEQUENCES OF THE BUILDING THE THEIR DIRECTION. - SYSTEMS READY FOR WALL-MOUNTING AND IN BINDERS(2 COPIES) D L 10.INSULATION RESISTANCE TESTS SHALL BE CONDUCTED ON ALL EXISTING WIRING AND b. SYSTEM AND EQUIPMENT DESCRIPTIVE DATA AND SCHEMATIC DIAGRAMS(2 COPIES) CONDUCTORS TO REMAIN IN THE AREA OF WORK TESTS SHALL MEET THE NEMA(IPCEA) Arc h I tec LS PG STANDARD REQUIREMENT FOR THE CONDUCTOR TYPE OR GOVERNING CODE,WHICHEVER IS C. ELECTRICAL PANEL AND PANELBOARD SCHEDULE DATA MORE STRINGENT. 1. PANEL AND PANELBOARD SCHEDULES • 905 South Mailr S?reet 11.THE DEMOLITION WORK SHALL BE DETERMINED FROM ACTUAL FIELD SURVEYS,AND WORK - - Building R Suite 201 INDICATED TO REMAIN ON ELECTRICAL AND ARCHITECTURAL DRAWINGS. a. COPIES OF SCHEDULES MOUNTED IN PANELS Mart fir,1:1,MA 02i14z� < 12.ALL FIRE ALARM DEVICES SHALL REMAIN OPERATIONAL AT ALL TIMES UNTIL INSTRUCTED. b. IDENTIFICATION OF EQUIPMENT - - 791-33 i-8541. wt,rr,drlsireP�i iactr>.cr�Iri 13.WHERE REMOVAL OF RECEPTACLES,LIGHTING FIXTURES,SWITCHES,OUTLETS,JUNCTION 2, WALL-MOUNTED LOCATION CHARTS INDICATING MAJOR EQUIPMENT(I.E.,VFD,PANELS,ETC.). 0w BOXES,EQUIPMENT,DUCT SMOKE DETECTORS,ETC.,AS INDICATED BY SYMBOL(S)OR - CrTzmm D "m OTHERWISE RESULTS IN LOSS OF POWER,FUNCTION AND/OR OPERATION OF EQUIPMENT, D. PERMANENTLY AFFIXED LABELS FOR MAJOR EQUIPMENT �Rae DEVICES AND SERVICES TO REMAIN WHETHER IN OR OUTSIDE THE AREA OF THIS CONTRACT, Drat,RI CONTRACTOR SHALL PROVIDE NECESSARY BRANCH WIRING,CONTROL WIRING,FIRE ALARM WIRING,AUDIO AND/OR VISUAL SIGNAL SYSTEM,DATA SYSTEM WIRING,ETC.,TO BYPASS THE E. SOFTWARE USERS MANUAL I ELECTRONIC BACKUPS REMOVED DEVICE TO MAINTAIN ELECTRICAL CONTINUITY TO THE REMAINING DEVICE(S)ON SYSKR Saar INTERRUPTED FEED.CONDUIT AND WIRE TO MATCH THE EXISTING BUT NOT LIMITED TO F. OPERATION&MAINTENANCE MANUALS(3 SETS) 007aac CHRB KRUGER POUCONDUCTING MATERIAL,SIZE,QUANTITY,CONFIGURATION,INSULATION,IMPEDANCE,'DB' 70 M Ba e18re n6 LOSS AND RESISTANCE. 1. SITE SPECIFIC CUSTOMIZED 0&M INSTRUCTIONS BDBTOK taF4 1 021�74 PHONE-817A 2BDQ46 14.CIRCUITS AFFECTED BY THE DEMOLITION WORK SHALL BE DE-ENERGIZED AT THEIR SOURCE G. MANUFACTURER'S O&M INSTRUCTIONS - - PRIOR TO THE START OF THE DEMOLITION WORK ®o 15.EQUIPMENT TO REMAIN IN SERVICE SHALL BE PROTECTED FROM DAMAGE. H. PREVENTIVE MAINTENANCE PROCEDURES(3 SETS) SYM HENNESSY GROUP 16.MATERIAL AND EQUIPMENT IN USABLE CONDITION SHALL REMAIN THE PROPERTY OF THE 1. MANUFACTURER'S EQUIPMENT PM PROCEDURES .,.�..«...dTae..k - - SYA�H.-yC w I a OWNER OR SHALL BE DISPOSED OF AS DIRECTED BY THE OWNER. - .I. SITE SPECIFIC CUSTOMIZED PM - - 10 PostOmmsgD su0n 72s Boston,MA 02109 17.PRIOR TO DEMOLITION WORK PROVIDE TEMPORARY LIGHTING THROUGHOUT THE WORK Tel:917.577.99DD AREAS(FOR ALL TRADES)USING INCANDESCENT LAMP ON STRINGERS.CONNECT TEMPORARY J. SPARE PARTS LIST(3 SETS) - - - Fan:877.577.919t -'' B'C0m LIGHTING TO BUILDING PANELS LOCATED IN BUILDING ELECTRIC CLOSET. - - I 1. ALL APPLICABLE MAINTENANCE PARTS AND ACCESSORIES OR MATERIALSNorth 18.DEMOLITION WORK SHALL STRICTLY COMPLY WITH APPLICABLE FEDERAL,STATE AND LOCAL CODES AND STANDARDS INCLUDING BUT NOT LIMITED TO OSHA,THE STATE BUILDING CODES K. WARRANTY INFORMATION r TITLE AND THE DEPARTMENT OF ENVIRONMENTAL PROTECTION. - 1. EQUIPMENT START-UP . �. � - 19.NO EXISTING SMOKE DETECTOR,PUBLIC ADDRESS SPEAKER,FIRE ALARM PULL STATION OR CITIZENSS BANK _ C�� ®(�I . WARDEN STATION,FIRE ALARM CONTROL PANEL OR SIMILAR DEVICE,INCLUDING THE 2. EQUIPMENT OPERATION _ ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION.NO ACTIVE SMOKE DETECTOR - - HYANNIS SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITS INTENDED 3. AUTHORIZED REPAIRS PURPOSE. - 411 BARNSTABLE RD, HYANNIS, MBAizen-s - -_ - PROA=Na 2me0112 DIMMING 71112 ELECTRICAL SPECIFICATIONS BDMe a E-004 Is" for pe"Fift ISSUE DATE:412IM7 GENERAL NOTES "a DATE 7 REVWIION 4ni2017 ADDENDUMN I i - --' - 1. ALL LIGHTING FIXTURES AND EXIT SIGNS SHALL BE FED FROM PANEL Pt. r _._....--`MARKETING . t 5oRj0 --�� - 50 1 fi j 2. REFER TOE-SOIFORLIGHTINGFIXTURESCHEDULEANDDETAILS. ..._..._................:.........._.._..........x..-......._.....,........_.___:...,__.... ........._ '.�.�._.,'.�_"._"..".._"__....._..._..._).. t..; ! S��R � ............ . .. .......... ...... ...............—.............._ _..._::: .: __. .... .. .. i .. ' 3 EXRSIGNSANDNIGHTLIGHTSSHALLREMAINUNSWRCHED..... ........................................... 10 5� i.._...........;. ...... ..... T. ......... .......................... € € ! i! 5�R10; ?` 5:1R1d ! i 4.,CONNECT EMERGENCY BALLASTS AND DRIVERS TO THE UNSWITCHED LEG OF THE CIRCUIT. i ( 7 a:7 b '�( 7 a :E €5 '50 3............ ! 3 lam_ 1 f ��aa i .., aa _ i`—"'�_:�::.:::�:_:-_.._..::_ t ......................... ............. "0�,1` -1DA• DC7 .'!! $�R16 R10: P: 10{�-RIO 5 ..... - ; ..—�3 ............ .........................3.........._...........� _,_._,1 cras 'f { } rt. $.. _ - '5 ' ,�i ( ! 5. REFER TO ARCHITECTURAL RCP FOR EXACT LOCATION OF LIGHTINGFU(TURES. i, 5 R10;soa .. .ki5 �R1q wme P£.1 . £s k ... ., ' - ...._ .., F1._: __... '.._ 5�R10 R10 b 1r 10 5JR10 E - 'Sst' s .acr-' ............_^.__ ��i"77>. --_ OB P OB+. �i 71• u 7a E D7C8�r �'E.. _}1DC1 +�, jpp Y I ..�' h6#fsF" ..._ P-fbA $� r v $$� DC1 ..:� DC1 ( 1 b3` - cDC7 a ft s cIDL aS.. G ...... E ._....._............._.._.............._.................. /r f mv...w......�.......e...............:..... ... ......... ..z�:_.... .•; ........�.... - j € :........�..OS € ,. _......................................:... :a:.::: `i P-10A I maw Q E1 7 a 7 a .$. ..__.__ _ g Ei P 10) - �3 tii'FTk"1-g` DC7 € DC7 ....... ® ��'DYr �P .. ?.b ._,.,,.--R,�OB. -tOA� ' i a 1---- ❑ i' i 1 E f F F1..... _.._._._'___.._..W_...- - .- - // . mil:,_" f E 7 a 7 a E E i SEAL ......... E 7 b E I ��# E, ncr-P'a ._.. '"Tr s 1 wkP jj 3 e ..E..._.1..._......._....... DCt. -i A\ .DC.. ..... ....:.5::::::..... ................. ..Q�R................f €. _..EG:`3�� - II : XD ..._.... _._._.. .. f . v 3 $, rrA f os "�� . — k1 '.f E DC1 DC1 - F1_ � }.._. _ .. .. pi((�° 1. Lt1 E D�l4 CONNE(rTd,STAR 7a 7 b i�I - 7 a p. .arrxrs.... .I ; ''^ a k I..IGHT NG CRCUITF .i �� { � OBt17 6i'C4�'�?a3 E1 ,tYz pl-U4T ,.e 3 ...�IR�,,.-."r _.L=Jrcr.1_ ,•k, b7 3 re" r 1 -.ri'". ry__.__ E ( t f '�. �'a,.... _. t Y 1 'D k� (, '" t"g°;gYJ" i , �... .. I �€7 i E I ,��'._ -10A }.':c1 4 t'ULTn:.: „fie. ; jLi ¢Z.1LL s. Wit' s 'zf /� 'r - _� D R L .S _..'�A _........ .... g�� { P2 7a 7a 1x� ii 11 NL1< NL�l1 ACGP1it8C1SPC W tj 3 ��— ��,�-�-�---- ---- 3 .a. 4C1 DC1 I 1 ( 1 .� g \ ( 1IIIL .! :': i)L�$ 9 ' S ( 3 (" "L"F j• �, z t ": 1 j E2 € to F.1. }. ....11 ,1 .. U : � ( Bch "§..,- f I� E {.. ,. ..i. , .e: .._?Pt:tt _ J js 905 South Mai1I Street ®XT J.. Q KEYNOTES : 1 ' + - + _ `G I (e € ! I. ;. ! .E NL75L1- i 1. POWER FOR EXTERIOR SIGNAGEAND PERIMETER LIGHTING.COORDINATE WITH CITIZENS FOR Buildiing&Suite 201 ! ` ,„„•,,' - - 'tJ� (11;(` a 1i; i �9 1 N! I I'1�� "c lit E N I 1 �h1= 5 '1 t * €;-i. EXTERIOR SIGNAGE REQUIREMENTS.LANDLORD TO PROVIDE EXTERIOR LIGHTING.PROVIDE Ntar tiefd,`•..A 0204£s x. BffEAK,AT2 A i® € ;\,i f Lt f -c l�dl i 3: T ( i,:�c�1:T: '; i € 41 g �Gp:.- cbLt ,r#�1 .r ... .....: E j0� PHOTOCELL ON ROOF FOROWOFFCONTROL. .. -,� 2. RESTROOM OCCUPANCY SENSOR SHALL CONTROL RESTROOM EXHAUST FAN.COORDINATE WITH wwwArlarch;itects^um (_..` ' ` �- s;$, ��, t <`.jwj,b!F,. 1 ( € .m. ( MECHANICAL CONTRACTOR. - 1, 3 0 - X7; 4E1 i z F_t F1 ' mm I 'G tY ,,...L� ,( 1 i : i � :3 . !�•"' � .' �d�DL �.t d�DLQt ` T�...T7 �- Dnf�ta 61Nc ,G,........... I F1 � 3. EXTERIOR EMERGENCY LIGHT'E2'SHALL BE POWERED BY NEARBY'ET FIXTURE.PROVIDE'E1' Omert s c r t - d a 1100 S daerl Cis Rd d �:. -- ---_ —'-- txur� - E I �I � i !� f .1: WQ1 °....:} Ft,.� .1 FIXTUREWITH HO'(HIGHOUTPUT)OPTION. - OrwRinRI am l I I ,� , l I�i q t; E 3. d1 IL Id 1,!i11 NL" 1 .di 4. STAIRWAY LIGHTING ON FIRST AND SECOND FLOORS SHALL BE CONTROLLED SIMULTANEOUSLY •e EI ? 1` j E ' E T [.S� Rom' E'1 ... ......._�_ ,cr r r. WITHIN THE SAME OCCUPANCY SENSOR ZONE. �d (: ! t8 a a is Co l _.... !A•.w•f 1 S rry,�l E i E- 3 {(j( 10 POST OFFICE SO.SUITE 725 � UL i ..__._:'..... .-7 _._'. d _, 7" _ SOHIOK W 02105 t !d 1 d 1 .tl 1 d 31 d 1 p 1 d 1 -_.k. °� PHONE 017-0SM745 I L=Jn �T-........ .-c �1 _ 1 _ w 1. . - p AKA HENNESSY i GROUP .o.a,.sdaao wk .._._._..__.a i IopSys Namess7_ Inc. E , ,0 Post5 5Af®fo - ` Sub 775' Bostm,MAM09 Td:9,7.577.9900 ELECTRICAL GROUND FLOOR LIGHTING PLAN - Fax:e17.5779191 scALeva•=rn - E xww.sydla.can North ................._{....,..�\ 'PRO�CT TIRE tf c a -�I CITIZENS .19AP�B� r , ( - 'BRANCH ®IFfFO�fE _.....__."..____.__._...-_.____-....._..._.....__...._.__..__-___....___.____..-_.___:___-----__"._._._o...... . - ViYANNVS ' 411 BARNSTABLE RD. HYANNIS, MA ......... ........ ......... . .._.... z-_ _.__ _-'I an PROJECT ft 101SOS4 ELECTRICAL GROUND FLOOR LIGHTING PLAN SCAM 1.WIRING EL-101 Issue for Pormilt ISSUE DATE:421M7 - REVI ND. DATE BIDI PER GENERAL NOTES 222017 ID/PEFUAR 4/212017 ADDENDUMN I -- -. .........._... 1. ALL LIGHTING FIXTURES AND EXIT SIGNS SHALL BE FED FROM PANEL P2. , 2. REFER TO E-501 FOR LIGHTING FIXTURE SCHEDULE AND DETAILS. _ ..... C C . �� '. -___. ..... .. ww�"=µ-...;:.� IT SIGNS AND NIGHT LIGHTS SHALL REMAIN UNSWR HED. 1:..1.:. .. �.L......_{ - - 3 EX "" """ _- � -'_ 4. CONNECT EMERGENCY BALLASTS AND DRIVERS TO THE UNSWRCHED LEG OF THE CIRCUIT. ............ .� _. {{ jij! 7 _., l ;It ni 31' 11�'•1 { - ' 3-. . .—....M .. C'�.',.. ..'� "� 5. REFER TOARCHRECTURAL RCP FOR EXACT LOCATION OF LIGHTING FIXTURES. .. .. .... Elf I❑F_1_.. 23t HR RF2 t 8F2... p ,. >� (s€wPd YJUSzd(AR F. g , kt E1... .: OS ..... 3 .....p ...... ......1 1 1 1 F1 : / � ddltlnllll�� F. ,. <P•OJ� -�._..._. -__,.._.,_. .aMsas t � - X1®1 � -eFx _ ❑ ........ , __ �lII pp .. € �n FOS. � OS 1gjE1 � - �E'. �_ ...._1,�E1.�. .� S. ,- ..>,.. OS € .3 ❑ } „ .II 3- _ i5� ' F.J._ .- �cr.r - y � C ' ' i 13:I- m ❑ r E7 ❑ F1.,1. �-a1 �' k ,nor ' g €f ,�.�. _s _ ,✓ '�,.Y; f _„�❑ x €XL€L€{C?CY€Yti.g: i �,AC7Y __ , 3 .. -----111 r 5" Y... t ❑g .. 3 ffdL71 TL 'T#( � e ❑ ❑ �RFvmmft L f t`s Ft �X1 a F1 € ❑ F1 11:. 0 - 1DK �: _ ,-} -, Archi"LectsPC yj TES 905 South Main Street • --- i--- ( € - O POWER OKEYNoEXTERIOR SIGNAGEhIGHT1NG.COORDINATE WITH CITIZENS FOR EXTERIOR Building E,Bui€e 201 - ... 3 �3 acr_; w---z �,�Q-,. j SIGNAGE/LIGHTING REQUIREMENTS.PROVIDE PHOTOCELL ON ROOF FOR ON/OFF CONTROL. Man:tiel:.;MA 0204£ RF2i RF2 F1 F. .` � F1 F1 T2F2 RF2 �--- I €€I E i ( l I f i - 2. RESTROOM OCCUPANCY SENSOR SHALL CONTROL RESTROOM EXHAUST FAN.COORDINATE WITH78T.-331 8,`i41. �.-. �lt. ,'" �I. .;z%PS.. MECHANICAL CONTRACTOR. wtJwdrierchilecl,>.,on1 f --•-'----7- OS r - 0® STAIRWAY LIGHTING ON FIRST AND SECOND FLOORS SHALL BE CONTROLLED SIMULTANEOUSLY „.I.. .� ... CFnc ___.... tE1 # i E1 ..:.._._.a., oynm1•r°_ "_T 3. ads DAM . _a.._.._ p I �i }....... WITHIN THE SAME OCCUPANCY SENSOR ZONE. I � MEP .._-.. 7€ i ) I�JtF..._ >, a .1 F ❑.F1 NAM KR GROUP GER 10�POST� SQCESUIIE RF2 RF2 .. -...._.. ....._.[ ;f.. ....... .. ... PHONE S1F0Bbf/�6 - w_ t€€t F € •:..ems GROUP t e f I Spke Kenn-yG-V.I. Sub 725 Boston,MA 02109 ELECTRICAL SECOND FLOOR LIGHTING PLAN 7d:s 7.5"SI91 ELEC1/d'=i'-0' 1 F 81g b197 Noft IEE PROJECT TRUE CITIZENS BANK BRANCH OFFICE ( HYANNIS l f . - 411 BARNSTABLE RD, HYANNIS, MA ...... ......................... ....... ... ....... ... .. _ I _ _ PROJECT Na 2MOM CPAMao TTIM ELECTRICAL SECOND FLOOR LIGHTING PLAN EL-102 wan ftw Parmt ISSUE DATE:421M7 GENAL NOTES N0. ER DATE REVISION 722017 BID I PERMIT 4212017 ADOENDUMNI 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF j _....._ .:_ __......_-7 - MAREVICES Y+4 €N D I -----f; -- ---.�i'� 2. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT. ....._..........._.........._._......_...._....... ` -- — I .................. . ....... _..�.. ..... ..............__.__._.__..... ......._._....._.: �.t ! �—— - ME- ]jj ......... ':.-..' !_OUNGE j - I-; COORDINATE EXACT LOCATION OF ALL SECURITY DEVICES AND BOXES WITH SECURITY c�a 3. P2:18 I € P2:26�? P2. . ..._ . ... _ I INSTALLER PRIOR TO INSTALLATION. 26 P2 8 OFFICE MORTGAGE ...._.. ,.:::m:,'•, k^:::'It � i; :.._.;__P226 � i 1 OFFtCE\ 1 ' ;;-�—�_-_____.__.._.______:��.___.___ r yi { 17 !....... ........I i 2PI60A t P2:28 P228 Pz:22 HOTE'.A ,., 22:28 i.._...._--`---•--•,f �P ,f t f.I P2:10 toe P132,34 - ... 1D7 P1:28,30 {q i € 1� Want - i rl. P2:24 P220 } �r aFx 77 1 i.................' i._........_:_._...__....._..!.._n f:. :. :.� i �.......y_....... .._:�,,..._3ar:r.::r',.;.`.:r'..'•..:—�,::�-:""'m:E iI i P2:10 P2:12 i a d : a �T'' uV � ( P1:2t \ i t i ji ! j P2:12t R2:24 .P220 Ine P2321 i p I! •-•x•,..,:- f t;( f2Y� 'TRY -. HP P2:10 P2:t4 O ?f;r Ff ' J i D L LE� �s_. -- 1 3/a•c � RANCEAL ,04 P11s ES ::' KEYNOTES AEChi18GfSP i 2#16,1#i6G P222 a.. _.............._...._. : O `,.... �_, -- _ 2#10 05 south mewl SSreet -B 1#10G �^I P1:24 26 �4 0 1. PROVIDE V EMPTY CONDUIT WITH PULLSTRING FROM ALARM CONTROL CABINET TO4'SQUARE x 3 Building B Suite 201 i----------— 105- ES i D - f Kcq 2.118'DEEP JUNCTION BOX.RUN 3l4'LIQUID TIGHT FLEX METAL CONDUIT OR 314'RIGID CONDOR -P,�an tlel 1;,.'v1;a 0204$ r BREAK ARE �, 1� P1:20;22 lot gt 1214 CONNECTION PLATE ON ATM.COORDINATE EXACT - ....:f .,�__ 8 �;IR? C J •....�I � f REQUIREMENTS WITH ATM VENDOR. -7$1 ,I I ... 22 -P2:4 P2:6 C Imo" ' ......... ..... ... ..... ..... ......... ;... €..�..L�-,t 1;; f ways�:.drl�r6t fer.Es Culra FROM JUNCTION BOX TO CABLE IT______., Y• ----- i 2. COORDINATE EXACT LOCATIONS AND MOUNTING HEIGHTS FOR ALL POWERIDATA OUTLETS IN owe <�•.. i l.I THE TELLER AREA Wf(HTHE ARCHRECTAND MILLWORK VENDOR PRIOR TOINSTALLATION. " Ce .. .. P 't ., ..... 34 P2:3B2:96 f2:40 J.. i f P227 i [ P2:33 ,, -__ WRENS MIK �. P2:33 i o a �- ®-= �... ... f2: 7f PROVIDE JUNCTION BOX WITH 3/4 EMPTY CONDOR BACK SECURITY PANEL. ao Bodta�noa oa«rm.a ., ._------ i ... .. .. .. . WORK ROOPA i a .FI n ' .. ... J I 3 x 3. Cnnloq o>saD P7:13,15 = ts�A 2#10 1#10G `{ P2:34 P2:36 - P2:38 P2:40 f 314'CI 5 Jll 4. BMS PANEL.COORDINATE WITH OWNER FOR EXACT LOCATION. :_ f Jh C+ TELL :42 0 P2 t7 102 P1:16.18 1�Enaac o o s I P2:35 €!a f J.- P2:31 1 5. SECURITY PANEL.COORDINATE WITH OWNER FOR EXACT LOCATION. 81S"Conb* GROW 10G i._fC P212 A P2:13 P2:15 L ..�.-.� P2:2t P 23 P2:25 g 10CHRIS KRUGER 8Q0 /E 736 ' 314 """" "" i : ? PROVIDE t'CONDUIT WITH PULL STRING FROM 6'ABOVE ACCESSIBLE CEILING TO A JUNCTION Jw�� .. 2: 1 g ®"J P229 r 3 8. PHONE:617-052�4745 l P215 P2.35 5 4a., I J x P 33 BOX BELOW TELLER LINE FOR DATA COORDINATE WITH ARCHITECT AND MILLWORK VENDOR FOR ...... .....;,, .. aw j .., .. "^' 7 ._ '' DATA OUTLET QUANITIESILOCATION WITHIN MILLWORK J �• 7. PROVIDE 1'CONDOR WITH PULL STRING FROM 6'ABOVE ACCESSIBLE CEILING TO A JUNCTION --�- 4.a--b------- BOX BELOW TELLER LINE FOR POWER.COORDINATE WITH ARCHITECT AND MILLWORK VENDOR FOR RECEPTACLE QUANITIESILOCATION WITHIN MILLWORK ` ' as up ......_._._.__.i i 8. PROVIDE SPST PILOT LIGHT SWITCH IN EACH TELLER STATION SUCH THAT IT CONTROLS THE I - RECEPTACLES IN THAT STATION.THE SWITCH SHALL ALLOW THE TELLER TO TURN OWOFF ALL 70 AN�m G•ei EQUIPMENT AT THE TELLERS STATION.PROVIDE 314'ONE-PIECE STEEL SURFACE MOUNTED smells RACEWAY(WIREMOLD 700 SERIES FROM THE SWITCH TO THE FIRST RECEPTACLE.METAL-CLAD B.W MA02109 f (MC)CABLE IS NOT ALLOWED.COORDINATE EXACT LOCATION OF SWITCH WITH ARCHITECT. TO snsn.ssoo ELECTRICAL GROUND FLOOR POWER PLAN o Pea:en.snstsl ' BCALE:7/d-=1'-0• � www.syske.can N ft s ...................................:......................................................... ........;..................................._............................................i._,... PROJECT 1NIE •. ........... <a i f 1 OOTIZEINS BAWD HYAWS BRANCH OFMCE f I 411 BARNSTABLE RD. HYANNIS. NA ....... .. .. ........... ......_.... ....... .... .___. ._._.I - . PROJECT Na amam OR NDq TIRE ELECTRICAL GROUND FLOOR POWER PLAN . SG4E A.oYm60 EP-101 hma rw Perm ISSUE DATE 42U17 GENERAL NOTES NO. DA7E - 2M=17 .BID/PERMIT 4212017 ADDENDUMN1 ................................................................................................................'.................................... ...._._.._____...�_._..._....._ 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF DEVICES. j - " 2. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT. _..._.._.x_._.._........... .,.._...---^......................... .............................:............ ......................,........................................................................................................ ....,........... ................................ � ::: .......................... ,;-,I' � , _......................... ._ _� 3. COORDINATE EXACT LOCATION OF ALL SECURITY DEVICES AND BOXES WITH SECURITY ( -:.. ..................... .................................................:mod:................ ..... € 7� .. INSTALLER PRIOR TO INSTALLATION. P4:25,27 P32 P3: P34 _ . i I� �.. �I 03-4 P32 I{2 BREAK AREA -,r..,..71i'i ,✓ z6711 t ' P4:21,23 Y✓ :3 r 3. a6al.P3:7 P3 9� P3:11 S. s ar f � 3 f €i ,x M•,• «;;-'-� ,� P3:6/ *t.. OPEN WORK AREA 2#6,1#10G •.�� i_i4ac G P3: .-'am ' I = I OaAt se0 s... WP 3P/100A P4:29,31 BEAL t : ..... 1 O P4:2,4.6 P3 6 I ' I � ""7t� S - 208 P3:8 2#10,1#10G =y_ - ` _ P3:20 3/4•C �.. P3:22 t ;.x.s ..... .P3:13 ( P3:15 E i Ctit35. ..• '°s ,yyR € O CLOS, f' P3:13 .,,, -..I ... 2 :..: HP LAV. O li;: P3:27 I € i ..._. ..._.::'?•s i E € _ ..�...� P4:16 I EF P3:21 COPYINIAIL.ROOM P417 . 's%� 2#10,1#1 ?°`=''. 6 ' -✓.�.: ' r':"(YW.� R P4:1,3 314'C i P3:6 g. P3 23.... P3:25 J ..... "'� .. ... ... €€ € P AREA Y.A3TItdtL.x � E'_ .... _.� _...._.._..._._. A �Ul AREA 0 Er4 W RK A 1 - 1€ P3 ...........'-' zot ._ I .. 27 I _ .........- I tv/ D ... P3.31 - -P3:33 3P/60A _.. _ '.2#6:1#tOG 3 1d~r. _._� Argil IIt..Gc �uPr✓ tWP E P4:8,©12 f..:� _ .`1•c �a:e - KEYNOTES c 2 / 3 :: 3g6,1#1�3 q P4:5,7 - �y 905 south,Ulain street it zaz 2P/60A j;--�1 1. 8MS PANEL.COORDINATE WITH OWNER FOR EXACT LOCATION. Building H.Suite 2(;1 P3:.19NIi7E1:3ti8k.;:U€A 02048 i / i (•--, ` 2. SECURITY PANEL.COORDINATE WITH OWNER FOR EXACT LOCATION. - IP3311 ! 1 .. j P4:911 3 € 3 ,z" ' — P3:8 3 3. EXHAUST FANS EF-1 AND EF-2,AIR CONDITIONING UNITS RTU-1 AND RTU-2 ON THE ROOF. wwu•.drlaEt;hl:eC.ts.;am P4:13 15 =y; -_7 A F_..�.. —__._.. J I COORDINATE EXACT LOCATION WITH MECHANICAL DRAWINGS. �r { f E t O71®0 SAM . QP ICE ... .. 209 - £SFE± P3:8 e r 3� i""' . .� .._......� i t6�i�bl am Rod €P3:12:/ I, € .k, SYSM HI GROW (.. 1�ENI.r € F, t�dOFI W6 10ISM 81.911� I 31 P8:29 p NA 02100 _ ..E R101�!17lB3f76 P3:0 P3:8 3 1 P� ,tom 9P.........................................7tY................._............._........a................_.........._.........._.................._..........€ ......._............ _ ......vVP!.................. ....... 9P"E_. __ ..L•.. L C , i srsxA ssr saoup EE . s*aHII a yGmno.ma 10 Post 0M.same . - Sub 725 WM.MA02109 . - TO 617.577.9906 ELECTRICAL SECOND FLOOR POWER PLAN F�:6t7sn.919t . 1 SCALE:IK'=7'-0- - - _ www.syakacan E North E PROAiT 1111E CIMZENS BANK i BRANCH OFFICE HYANNIS . - - 411 BARNSTABLE RD, HYANNIS, MA - .... .... ........... ..... ... .. .......................... i ..._ m�. ...... _.... Al-cit Pxo,¢cr Na 21PHIM DRAINING WME - ELECTRICAL SECOND FLOOR 'POWER PLAN BCME M 6MaY0 E P-102 Pemth ISSUE DATE:4M/17 . NO. DATE REVISION 2I2=17 BID/PERMIT 4121=17 ADOENDUMN I . ST ST ST ST CO D SD SD SD F F erAwun i. eL�c . K ST ST ST LIGHTING FIXTURE SCHEDULE FACP e ID DESCRIPTION MANUFACTURER/MODEL LAMP VOLTAGE 1 I A I RAM eEAt MANUFACTURER:SPECTRUM LIGHTING INC. LEDXTI3L 40K MD - ® RECESSED SQUARE DOWNLIGHT PRODUCT M.SGE2NC LEDXTI3T DSI01 HI2/SD2F (MW OR MB)SO 120V DLi FINISH:BLACK ON BLACK CLNGS.,WHITE ON WHITE CLNGS. 15W - 225-4 INDIRECT PENDANT MOUNTED MANUFACTURER:LITECONTROL LED 4000K PRODUCT#3LPD404SOFC540KD050D101CUNVFAI 4.9WIFT 120V - LL1 LED FIXTURECOLOR:CARBON BLACK 400.4. 125d 225d UNDER CABINET COUNTER FLUOR. MANUFACTURER:JUNO WHITE LED 120V - - TUBE FIXTURE(VARYING LENGTHS PRODUCT UPLED_LENGTH AS REOD_NS_WH_BLANK 4000 K,_W , UC1 (V ) ALL OPERATED BY SINGLE SWITCH IN WALL 85 CRI _ ❑ RECESSED LED 2X2 MANUFACTURER:LITHONIA LIGHTING LED 4000K _ PRODUCT#2BLT2 20L ADP MVOLT EZI LP840 30W .120V RF1 MOUNTING:LAY-IN GRIDNEW - RECESSED LED 2X4 MANUFACTURER:UTHONIA LIGHTING LED 4000K CT NEW NEW PANE NEW - PRODUCT#2BLT4 20L ADP MVOLT EZI LP840 34W 120V - M AKIN PANEL PANE P EL P P EL RF2 MOUNTING:LAY-IN GRID 1 400A 125A 225A 225A MANUFACTURER:TECH LIGHTING LED .120v - 'ELECTRICAL RISER DIAGRAM ''MEDIUM PENDANT PRODUCT#CLEO PENDANT,SIZE 9.8'D t r^ D R L *A FINISHES:WHITE WITH GRAY CORD ACCI'f IiBCSP� MANUFACTURER:TECH LIGHTING LED 120V LARGE PENDANT PRODUCT#CLEO PENDANT,SIZE 21-D "PI'lB FINISHES:WHITE WITH GRAY CORD (� ROUND RECESSED FIXTURE MANUFACTURER:JUNO LIGHTING GROUP 1000 LUMENS LED 905 South!fain Sheet FFtU PRODUCT#LED ROUND DOWNLIGHT - 10.9W 120V Building B,Suite 201 FINISHES:WHITE(WWH) - Marl °field,MA 02048 - FEEDER SCHEDULE - - MANUFACTURER:LITHONIA LIGHTING LED , 1 EXIT SIGN PRODUCT#EDG RMR EL 120V FEEDER DATA 781-331-�,541. COORDINATE WITH FLOOR PLANS FOR FACES AND CHEVRONS - wwwArlarcHiects.c+om MANUFACTURER:LTTHONIA LED- 3 PHASE,4 WIRE t5EI SELF CONTAINED EMERGENCY BATTERY LIGHT PRODUCT#ELM2 LED 120V MAX.FEEDER - o'"r ciTom BANK FINISHES:WHITE CAPACITY WIRE SIZE - Comm MANUFACTURER:LffHON1A LED DESIGNATION C=CONDUIT, Cm Rl qE2 REMOTE EMERGENCY LIGHT PRODUCT#ELA OWP L0304 120V G=GROUNDS a2an0 FINISHES:WHITEIGRAY 400A 400-4 4#600,1#3G,4-C M�E�Ir Caftt IB S GROUP RI KRLXNER OST 225A 225-4 4#4/0,1#4G,2-1/2-C B P'OS1m OFFICE SO.BORE 726 0/�IN mloo • P710NE St7-082+-a A46 - _ 125A 125-4 4#1/0,1#6G,2-C GROUP Syske Nee YGW.Inc. 10 Poe Office SN I Sub 725 9osM,MA oz1u9 Td:5n.5771 W 5 - Fez:617.577.9191 TO SECURITY PANEL vww.syskacae tO SECURITY ELECTRIC LOCK. rbrin 4 " 4 I SECURITY CARD READERIDOOR RELEASE PROJECT TtnF 7 3 O LOCATED ON LATCH SIDE OF OPENING. 3 I 5 O JUNCTION BOX ABOVE ACCESSIBLE CEILING. CIMZIEfNS BANK 3 6 / BRANCH OFMCE 3/8'FLEXIBLE CONDUIT TO ELECTRIC LOCK. HYANNIS h ;kYsJ1, 9 / OS 3I4-CONDUIT 1 2 5 / 411 BARNSTABLE RD HYANNIS MA Ko— imlf NOTE: PROJECT Na 2MOR GROUNDING ELECTRODE NOTE: NOTES: CONDUCTOR SHALL BE SIZED COORDINATE EXACT LOCATIONS AND BOX - DRArNNci TITLE O7 GROUNDING ELECTRODE 6 BOND TO ENCLOSURE ACCORDING TO NEC TABLE DIMENSIONS WITH SECURITY CONTRACTOR PRIOR (U.G.METAL PIPE) O 250.66:FOR#600MCM SERVICE 2 TO INSTALLATION ELECTRICAL OGROUNDING ELECTRODE OSERVICE EQUIPMENT CONDUCTORS,USE#2fO (RE-BARS) ENCLOSURE GROUNDING ELECTRODE - \, DETAILS OGROUNDING ELECTRODE OB GROUNDING ELECTRODE CONDUCTORS. (BUILDING STEEL) - CONDUCTOR OBONDING JUMPER - O NEUTRAL BUS SCALE' A.trdoele!O METER WITH JUMPER E 5 O 1 1 - SCALE:NONE SCALE:NONE GROUNDING ELECTRODE SYSTEM 2 CARD READER WIRING DETAIL 1 ISSUE DATE 4021IM7 . - W DATE REVISION - VWOI7 BID I PERMIT 4212017 ADDENDUMNI- ., E7NgEK L RY PANEL: PS VOLTAGE: 120/208V CKT CODE:1=(CONTINUOliS) PANEL: P4 VOLTAGE: 1201208V CKT CODE:t-(CONTINUOUS) a!E MOUNT TYPE SURFACE PHASE/WIRE 3PH,4W+G 2--(NONCONT.1 MOUNT TYPE: SURFACE PHASEIWIRE 3PH,4W.G 2-(NONCONT.) .KAIC: 10 - BUS S12E: 226A 3-(RECEPTACLE) KAIC: 10 BUS SIZE: 225A 3=(RECEPTACLE) " I AL - NEMA: 1 MAIN: 226A NCB 4=(KITCHEN) NEMA: i MAIN: MLO 4(KTCHEN) GRWIT CI(T BKR LOAD TYPE LOAD VA PER PHASE LOAD LOAD TYPE CKT BKR CIRCUIT GRCUIT CKT BKR LOAD TYPE 4LOAD VA PER PHASE - TOAD LOAD TYPE CKT BKR CIRCUIT �� NO CODE TRIP POLE ITEM I LOCATION VA A B C VA ITEM I LOCATION POLE TRIP CODE NO NO CODE TRI PO ITEM I LOCH ION A B C CODE NO 1 1 20 1 2ND FL EXIT SIGNSIEM LIGHTS 160 61ID 360 OPEN AREA RECEPTACLES 1 20 3 2 1 2 9,260 70002 2 30 2 VAY-2013 1 20 1 2ND FL OPEN OFFICE LIGHTING 10001,640 640 OPEN AREA RECC-0TACLE9 1 20 3 4 3 2 9,250 7000 RTD•1 J 70 2 6 5 1 20 1 2ND FL OFFICE LIGHTING 700 1,780 IWO RECEPTACLES 1 20 ] fi 5 2 10.85TOM 2 6 60 2 VAV-272] ?D 1 COUN7Ep REC®TACLE 800 1,6m 720 OFFICE RECFPTACLE9 1 20 7 8 7 2 7"Ito 2#12 9 3 20 1 COUNTER RECEPTACLE ON 1,160 360 OFFICE RECEPTACLES :1 20 9 10 9 2 4.400 33M RTU-2 J 452?0 2 VAV-2011t 3 20 1 REFRIGERATOR 300 1,200 900 OPEN AREA RECEPTACLES 1 20 9 12 11 2 4,400 73W 2 13 3 20 1 COPY RM RECEPTACLES 360 1,260 900 OPEN AREA RECEPTACLES 1 20 3 14 13 2 1100 I'm 500 EF-t 1 20 2 14 15 3 20 1 BMS PANEL .600 Z000 1500 HAND DRYER 1 20 3 16 15 2 20 3 VAV-204 1100 1,600 500 EF-2 1 20 2 .16 - ' 17 3 20 1 SECURITY PANEL 600 2,000 1600 HAND DRYER 1 20 3 18 - 17 2 20 1 VAV-205 500 600 SPARE 1 20 18 19 3 ZO 1 IT RACK 1000 -1,3601 360 GFI RECEPTACLES 1 20 3 20 19 2 S SPARE 1 20 20 21 9 ZO 1 IT RACK ON 1,370 370 DRINKING FOUNTAIN 1 .20 3 22 21 2 2700 Z7DO SPARE 1 20 22 ' 35 2 VAV-2D8 23 3 20 1 COPY RM RECEPTACLES 1200 1,200 SPARE 1 20 24 23 2 2700 2,700 SPARE 1 20 24 25 I 20 1 COPY RM RECEPTACLES 1200 1,200 SPARE 1 20 ?6 - 25 2 28 2 VAV-207 1 1,700 SPARE 1 20 26 27 3 20 1 COPY RM RECEPTACLES 360 360 SPARE 1 20 28 27 2 17. 1,700 SPARE 1 20 20 29 3 20 1 OFFICE RECEPTACLES 360 360 SPARE 1 20 30 29 2 1650 1,650 SPARE 1 20 30 Jt 3 m 1 OFFICE RECEPTACLES 720 720 SPARE 1 20 32 N 2 25 2 VAV-208 1650 1,650 SPARE 1 20 72t�, Dm 33 3 20 1 GFI ROOF RECEPTACLES J60 760 SPARE 1 20 34 33 20 1 SPARE I ISPARE 1 20 34 /�y 35 20 1 SPARE SPARE 1 20 36 - 38 20 1 SPARE SPARE 1 20 36 �,rchitecisPC 37 20 -1 SPARE SPARE 1 20 38 37 20 1 SPARE SPARE 1 20 38 39 20 1 SPARE SPARE 1 20 60 39 20 1 SPARE SPARE 1 20 d0 41 20 i SPARE SPARE 1. 20 42 41 ZO 1 SPARE SPARE 1.. ZO 42 905 South Main Street . TOTA Bs70- 8,790 8,540 - TOTAL 21,360 19,650 2DAOO Building B;Suite 201 Marl ttietd,MA 02044 CONNECTED DEMAND CONNECTED DEMAND .181.-33149,541 "A AMPS % KVA AMPS KVA AMPS % KVA AMPS ' VvttiSV.(f darct�i iifcl:;.Ct MITI (1)CONTINUOUSIUGKnNG 1.9 6.1 126% Z3 1.4 (1)CONTINUOUSILIGH71NG 0.0 0.0 125% 0.0 0.0 (2)NON-CONTINUOUS 0.0 0.0 100% 0.0 0.0 - - (2)NON-CONTINUOUS 61.1 169.7 100% 61.1 169.7 Qwr ( BANK 3)RECEPTACLES(FIRST iOKVA) 10.0 27.8 100% 10.0 27.8 (3)RECEPTACLES(FIRST 10KVA) 0.0 0.0 100% 0.0 0.0 CC (3)RECEPTACLES(OVER 1OKVA) 8.1 22.4 SO% 4.0 11.2 (3)RECEPTACLES(OVER IOKVA) 0.0 0.0 50% 0.0 0.0 ISO B4fbRnFl Claim;R440 pMNIML Po 0289D (4)KITCHEN 0.0 0.0 0% 0.0 0.0 14)KITCHEN 0.0 0.0 0% 0.0 0.0 SPARE 0.0 0.0 0.0 0.0 PARE -o.0 0.0 0.0 0.0 4®E�� TOTAL 1-79-1 66.3 1 82% 16.3 1 0.1 1 HYANNIS TOTAL 61.1 169.7 100% 61.1 169.7 .HYANNIS SYSKA IBSESSY GROUP NOTES: PROVIDE FEED THROUGH LUGS ON MAIN CIRCUIT BREAKER LOAD SIDE NOTES: CON4K CHRIB NRUGIER 10 POST OFFICE GCL SURE 726 801170F4 W O2f08 . - PHONE:017d1112-4746 - Ft7 PANEL P7 VOLTAGE: /201208V CKr CODE:1-(CONTINUOUS) PANEL: P2 VOLTAGE: 120'208V - CKTCODE I=(CONTINUOUS) 0 MOUNTPE: SURFACE PHASEIWIRE 9PH,dW.O ,2=(NONCONT.) MOUNT TYPE: RECESS® PHASEIWIRE: JPH,4W-G 2�(NONCONT.) �v 35KAIC BUS SIZE 400A 3=(RECEPTACLE) KAIC: 10 BUS SI2E: 225A - 3-(RECEPTACLE) iA HENNnSY GROUP 1 MAIN: 400A "KITCHEN) NEMA: 1 MAIN: 123A 4•(gTCMtN) - a�� T CKT BKR LOAD TYPE LOAD VA PER PHASE LOAD LOAD TYPE CKT BKR CIRCUIT CIRCUIT CKT&(R LOAD TYPE LOAD VA PER PHASE LOAD LOAD TYPE CKT BKp GRCUIT Sy*s Hm neW GmtO,he DE TRIP POLE ITEM I LOCATION VA A B C VA ITEM I LOCATION POLE TRIP CODE NO NO CODE TRIP POLE ITEM I LOCATION VA A -S C VA ITEM I LOCATION POLE TRIP CODE NO - 10 Po4I08c4 S4um0- 2 SPARE 1 20 1'- 2 1 1 20 1 1ST FL EXIT SIGNS IEM LIGHTS 250 660 300 REFRIGERATOR 1 20 3 2 Who 725 Boston,MA 02109 SO 3 SPARE SPARE 1 20 3 4- 3 1 20 1 RACK OF HOUSE LIGHTING - 40D 1,200 _ 800 COUNTERTOP RECEPTACLE 1 20 3 4 -Tel:617.577.9900 SPARE 1 20 1 S. S 1 20 1 ENTRANCE HALL LIGHTING 1400 Z200 800 COUNTERTOP RECEPTACLE 1 20 3 6 faX:617577.9181 20 1 SPARE 200 200 -FACP 1 20 2 8 7 t 20 i ATM I OFFICES LIGHTING f000 1,J70 370 DRINKING FOUNTAIN 1 20 3 8 KKw sYSX%catn North 20 2 SPARE SPARE 1 2D' 1 10 9 1 20 1 75T FL NIGHT LIGHTING J00 1,2W 900 RECEPTACLES t 20 3 1012,260 225D VAV-101 2 2 12 11 3 20 1 SIGNAGE 1000 1,360 350 GFI RECEPTACLES 1 A 3 12 PROJECT TRW 40 1 EWX7 3000 6,760 2260 2 14 13 3 20 1 TELLER RECEPTACLES 360 1,860 1600 HAND DRYER 1 20 3 14 7000 4,700 1700 2 18 -15 3 20 1 TELLER RECEPTACLES 360 1,860 1500 HAND DRYER t - 20 VAV-102 2 25 y��1 17 2 20 1 CIRC PUMP 300 Z000 1700 2 18 17 3 20 1 ATM 1000 1,360 360 HOTEL RECEPTACLES 1 20 3 18 CMZE OS BANK 19 2 20 1 VAV-101 SOO 1,700 1200 VAV-103 2 2 ZO 19 3 20 1 SECURITY PANEL S00 860 360 OFFICE RECEPTACLES 1 20 3 20 I®ImAfl,S,}aM ®ICfCO,fefG 21 2 20 1 VAV.106 600 1,700 1200 2 22 21 3 20 1, BMS PANEL S00 also 360 OFFICE RECEPTACLES 1 20 3 22 [BRANCH OFFICE . 23 20 1 SPARE 2,0W 2000 VAV405 2 24 23 3 20 1 IT RACK 1000 1,360 360 OFFICE RECEPTACLES 1 20 3 24 Y60@109 25 ZO 1 SPARE ZOOID 2000 2 T 28 25 3 20 1 IT RACK 1000 1,720 720 OFFICE RECEPTACLES 1 20 3 % 27 20 1 SPARE 3,700 3700 1 2 28 27 3 20 1 ATM 1000 1,720 72D OFFICE RECEPTACLES 1 20 3 28 29 20 1 SPARE - 3,700 3700 VAV-107 2 50 411 BARNSTABLE RD, HYANNIS, MA , 2 JD 29 3 ZO 1 ATM 1000 1,000 SPARE 1 20 70 ]1 20 t ISPACE - 1,100 1100 VAV-108 2 32 31 3 20 1 NIGHT DROP 500 1.220 720 OFFICE RECEPTACLES 33 2O 1 SPACE 1,100 1100 2 2D 2 34 33 3 20 1 RECEPTACLES 360 1,080 - 720 ITELLER RECEPTACLES 1- 20- 3 34 - ;_ . 36 20 1 SPACE SPARE 1.. 2DI 38 35 3 20 1 TELLER RECEPTACLES 360 1,080 72D TELLER RECEPTACLES 1 1 20 3 36 PROJECT M. 2010082 T/ 2 6781 32693 25813 2 - gg >7 20 1 ARE 720 720 TELLER RECEPTACLES t 20 3 38 ' 39 2 125 3 PANEL P2 6781 32,593 25813 PANELS P3 6 P4 3 225 2 40 79 20 1 SPARE 720 720 TELLER RECEPTACLES 1 20 3 40 CRANOq TIRE 41 2 6781 32,693 26813 2 42 41 20 1 SPARE 360 J60 TELLER RECEPTACLES 1 20 3 42 TOTAL 4Z843 43,793 4Z643 TOTAL 8.30D 9,640 6,730 ELECTRICAL - CONNECTED DEMAND CONNECTED DEMAND - PANEL KVA AMPSM125-% KVA AMPS KVA AMPS % KVA AMPS (1)CONTINUOUSILIGHTING 0.0 0.0 0.0 0.0 SCHEDULES (1)CONTIN000SILIGHTING 34 9.3 t25% 1.2 11.6(2)NONCONTINUOUS 120.2 358.8 129.2 368.8 (2)NONCONTINUOUS 0.0 0.0 t00% 0.0 0.0 BCAIE N hlaor40(3)RECEPTACLES(FIRST 10KVA) 0.0 0.0 0.0 0.0 (3)RECEPTACLES(FIRST 10KVA) 10.0 27.8 100% 10.0 27.8 (3)RECEPTACLES(OVER 1OKVA) 0.0 0.0 0.0 0.0 (J)RECEPTACLES(OVER 1OKVA) 113 34.2 50% 6.2 17.1 (4)KITCHEN 0.0 O.D 0.0 0.0 E 601 PARE 0.0 0.00.0 0.0 - RE KITCHEN 0.0 0.0 0% 0.0 0.0 SPARE 0.0 0.0 0.0 0.0 TOTAL 128.2 368.8 100`X 129.2 3588 HYANNIS TOTAL 25.1 11.3 79% 20.9 Ism HYANNIS DMM for Permit NOTES: NOTES: ISSUE DATE:4021117 DATE RE%RS1ON 1 GENERAL NOTES Na 2=0 7/22017 BID/PERMIT 0212017 ADDENDUMN1 1 L_............:._.....................:......................._................................ .. 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF _ 3€RiKk^TIPIO DEVICES. _.'._ E i ._ i I C:� ,.1.1...., i I ir....-. 3 i ..._... ........_.._.__.. _ OFFICE Y •a j /' _._. DER L. I; ..`1e....; v i i I HOTEL. i ,,..A .; ............................... HOTEL. _�. E:_1..1,1.... ST I € € .✓E 1 `� 4ioAM.Fa�`A, ,E 1` ................ I 1 HIP 1.kv� 31 OFFICE.��.,., f _.. ji j'• � �I� � I � E r / it I k ;ra �_ -...� _ F K B .:I i _ ._................._.__1 Sj' AtJVISfiiC3Y 011 ST \ , ' HP L. I ufc = •_EIS , :_ ENT: - _. I j r { OFFICE`\._..,� _ �' !..a...,.,,1 ,v°}�,,.3 `s 4,i , 1 E Iw ~ti, ............................................... I i /' 1 € .. O itectsPC D L , ' � stl Arch E.NrRANC HAI..t € TES it 5' r 905 Sauth IJaia Street ,,,,,, 4j i ^I 1. NEW FIRE ALARM BEACON LIGHT,IOJOX BOX AND MASTER BOX COORDINATE LOCATION WITH Bcildiny B.Suilee01 • i i FIRE DEPARTMENT. Mart xti el 1 M'102048 BREAK AR.E.A.p.. — r 81 31 8 412. NEW ADDRESSABLENOTIFIERFIREALARMCONTROLPANEL. I .. ..A} ST w%2idrla eh!ec ;.^urn . " crnZENS BANK Jk :.. .. , I 1 Borl—rd Os Raid E ___.,____._ ., _,_._ ........___E:......_ __.,� i .......................................@. .. �,,..€'L__,_.,.__,_I t1?C!@TK`rZO Q�MEM1 Po 02Q1D r.... ... ,. UTILITIES! ST } TELLER AREA w.w.7 "�• t I IB E11y�c.3z Pa.CLt35.1 I xx .. - C d t HENNESSY GROW g RIS Ktl1B 0 ice„-'+', j } rr 1 P OFFlCE�BUMF 776 LER ....... ....... PHONE B174W474B \\ 11 .__. .._................................. ._..._.._,. _ _ ........ ......... ........ ... ...... ........ ...... ... ... ...... ._.. .x ...... z ,.. 1... SYSj(A Hff� OAOV► i �.._..•...,.,.•._. Sysk9 Hennessy Gmlp.he - E - 7o pw om a Spume ! - sub 725 Boemn.MA02109 i - T01:677.577.8900 ELECTRICAL GROUND FLOOR FIRE ALARM PLAN i - Fe.:07sn.e197 f _$yskacan SCAlE 1/d'=i'J - ! NollA ^ - PPoaIEL'f 1111E .. CI7OZENS BANK _ f f BRANCH OFFICE: } HYAN NIS } } 411 BARNSTABLE RD. HYANNIS, MA PROJECT N. woomil ELECTRICAL GROUND FLOOR - FIRE ALARM PLAN BOME A.k.M ftd FA' 101 Inus for Peg.. ISSUE DATE 4121117 GENERAL NOTES Ro DATE BID/PER 2J1/2017 SIDIPERMR 4212017 ADDENDUMNI ................................................................................................................................................... r__....__...._.m_ ..........-._._._.___.—__—___._._.._.._._.. 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND MOUNTING HEIGHTS OF .... ... DEVICES. __'.._.1._.._............ ..........................�..........._ ley..._................r. r. .......... _ L.... .. - I ................. �........................_..... ..... I I DREAK AREA I 3 ..._. 4TOR ' 't,l,.,J , a , i f OPEN WORK AREA i i 6l � h 1 ...... I...... .;III S"'I�I ... ..... ... _. .! sr / , VAL HP LAA, �� '•�> tr=-� ��'-�� " is _ �, r �,f I _COA ST F - C4p5. iDF CLOS, .....__ i ST w :€ U ST _ �.I�... __ �__._....�....... ._"`_..... " _.....'...HP LAV 7PY1 fA - ROO 1 %..._........_,, WAITING ARE'.A _ f.___...,._...__ ----_,� _ f f .._. ..-_ OPEN WORK AREA ... .. ._. .............. " , :\ u ST I V -, .f........... "............" 7F 43FICE f�toP ..................... csFFICE Q KEYNOTES905 South �Qreel Building B S1uf€Prt °201 " '� 1. NOTUSED. b,—"�, _ 'M81'1 field,MA 02048 ' -mot f 2. PROVIDE DUCT DETECTOR AND REMOTE TEST STATION FOR RTU-1.COORDINATE WITH 4 I y f ? ( .............. MECHANICAL CONTRACTOR FOR INSTALLATION OF DUCT DETECTOR.COORDINATE WITH FIRE DEPARTMENTFOREXACTLOCATIONOFTHEREMOTETESTSTATION. wtrr•.drlarfh:nertoo,r� 1 Is tai'FICE ... __ f ... CZI"E`iaCE MNC '�°°..,,.Po tea'a'° F € 7 \ IMEP 'mow SY9N HEN ESSY GROW j J'' l� t f 10�POUT OFFICE SO.SUITE 70 -, f 1 ! Pllpe SIFlBM74li p , �i ...... i 0 SYSKA HkgMSY . - .. Sysks HwmyGmP,tilt. f - 10 Post ORw Stamm - .. [ SJte 725 i. . Srotm,MA 02109 ' Tel:617.677.99D0 ELECTRICAL SECOND FLOOR FIRE ALARM PLAN € Fme 617.677.9191 sysk— North E - PROJECT LIRE OIMZIENS BANK BRANCH OFMCE HYYANIMS f 411 BARNWABLE RD, HYANNIS, NIA _ PROJECT N. 201e012 DRA9MIq TFF E . ELECTRICAL SECOND FLOOR FIRE ALARM PLAN ' erwkE h t6M9.M FA-102 Isom ISSUE DATE:40/17 .1 i } E "