The URL can be used to link to this page

S/O BP, CO & CONST. CONT DOCS WORKBAR •' Q Commomw6alth of Massachusetts ip. City of Salem 120 Washington St,3rd Floor Salem,AAA 01970(978)745-9595)c5641 Return card to Building Division for Certificate of Occupancy Permit No. B-18-1103 PERMIT TQ BUILD FEE PAID: $4,543.00 DATE ISSUED: 10/17/2018 This certifies that PEABODY BLOCK, LLC C/O RCG LLC has permission to erect, alter, or demolish a building. „ 120bI¢ga WASHINGTON STREET Map/Lot: 3500040 as follows: Other Building Permit INXEI ?R,It WA f �r 04 2 S.,L• OF FOUR STORY BLDG W/ELEVATOR. DEMO, NEW LAYOUTS, ELEC' 1CAL, ION. UNIT 202 -WORKBAR. Contractor Name: SCOTT ALLISON DBA: SUPREME BUILDERS 4 Contractor License No: CS-069628 10/17/2018 B' Date This permit shall be deemed abandoned and invalid unless Vwwo*wed by thls pemdt'is t oirrtrt►enced nior ;®iter issuance.The Building Official may grant one or more extensions not to exceed sox months asd1, i'written request. . All work authorized by this permit shall conform to the app cvad. bn and the approved constnrction docuntllri is tx wv**ti l permit has been granted. All construction,afterations and changes of use of any�ddli' res shall be in compliance with the bca}'t A, And codes. v F This permit shall be displayed in a location clearly visibl$�f�rrt eCr�ss.street or road and shall be maintained opelik ikon for the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all*0$*WS04**bi`WN permit. HIC#: P�cbnTf866hg yVidl� tuaranty fund'(asset forth in MGL 042A). Restrictions: Building plans are to be available onsite. All Permit Cards are the property of the PROPERTY OWNER. Commonwealth of Massachusetts , ON of Salem 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 Return card to Building Division for certificate of Occupancy Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW Footing INSPECTION RECORD Foundation Framing Mechanical Insulation INSPECTION: DATE Chimney/Smoke Chamber i � r Fina19 l Plumbing/Gas Rough:Plumbing , Rough:Gasod 44 4d Final E Electrical � 4 �1 Service Rough Final �ld� 4'v- tow Fire Department 102 67///` � ��L� ��u�Gl✓ " Preliminary ��/0 _ v� p✓ t�''� r �4�s� ��8�� '''t''�^' �"�'� t!j 119�j,� Health Department 2/2/ / /�irR t; "" _V4 11 .vl�c� �eeo Coa. �� ,uo Preliminary P Final E, Certificate Number: B-18-1103 Permit Number: B-18-1103 Commonwealth of Massachusetts City of Salem This is to Certify that the ....... .....................Commercial/Res Building.................... located at Building Type ..........................I..........................120-bldg2 WASHINGTON STREET..................................................... in the .....................................CitJ.'...of Salem ................................................. Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Work Bar floor 2 This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires Not Applicable............................. unless sooner suspended or revoked. Expiration Date Issued On: Thursday, February 28, 2019 Final Construction Control Document To be submitted at completion of construction by a a Registered Design Professional for work per the 9`h edition of the Y V Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Work Bar Project Date: February 22,2019 Permit No. Property Address: 120 Washington Street, Salem MA Project: Check(x) one or both as applicable: New construction X Existing Construction Project description: Renovations to existing second floorspace to provide new office suites I, Frederick, MA Registration Number: 33856, Expiration date: June 30,2020, am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Mechanical Fire Protection XXX Electrical XXX 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 responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet"or electronic signature and seal: r sP � F 9 cn cn� f- Or .%11N�l.E IVU�`��•� Phone number: 1(617)-429-8886 Email: Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 Final Construction Control Document 1 x To be submitted at completion of construction by a 14, i d Registered Design Professional for work per the 91h edition of the GSM s��v Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Work Bar Project Date: February 22, 2019 Permit No. Property Address: 120 Washington Street Salem Ma Project: Check(x) one or both as applicable: New construction X Existing Construction Project description: Renovations to existing secondfloor space to provide new office suites I, Robert E.Dyson, MA Registration Number: 33206, Expiration date: June 30, 2020 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Architectural Structural XXX Mechanical Fire Protection Electrical XXX 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 responsibility regarding the provisions of 780 CMR 107. H Of NO.3 -t+�i `I A-/ SCI TE R� Enter in the space to the right a"wet"or electronic signature and seal: Phone number: 1(617)-429-8886 Email: Building Official Use Only Building Official Name: Permit No.: Date: Version 06 11 2013 ^� Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional d� for work per the 91h edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Workbar-Salem Date: 02/22-19 Permit No. Property Address: 120 Washington Street — Second Floor- Salem Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: New tenant fit out of existing 5,514+/- sf tenant space. 1, James Gilmour MA Registration Number: 8168 -Expiration date: 08/31/19 , 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: Describe 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 1 or my designee: I. 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 responsibility regarding the provisions of 780 CMR 107. Ente the space to the right a"wet" or electro signature and seal: <REo A&C M. Gi tier NO. 8168 o HOLLISTON r MA 021yFgC 7�'f OF MPSc'PG�J Ph_ e number: 50 80.3105 Email:jgarchitecture8Wgmail.com Building Official Use OnIN Building Offic ame: Permit No.: Date: Version 01 01 2018 James Gilmour ARCHITECTURE February 22, 2019 RCG LLC Tristan Smith 17 Ivaloo Street Somerville, MA RE: Architectural Services—Ceiling penetrations affidavit New Tenant Fit Out -WORKBAR Suite 201 120 Washington Street—Second Floor Salem, MA 01979 Dear Tristan, As per your request, please consider the following: We certify that as per 2018 IBC Section 714.5.2.1, the fire assembly may be penetrated by a steel electrical box provided the penetration does not exceed 16 square inches. The maximum area of penetrations of this type is 100 square inches for every 100 square feet of assembly area. The total are of floor/ceiling area is determined to be 3,250 square feet which would allow for 3,250 square inches of penetrations of less than 16 square inches. There are 72 junction boxes and can light openings that in aggregate equally roughly 1,152 square inches of penetration area which is only 35% of the allowable area of penetrations. Please feel free to contact with any comments and or questions. <Zl �a rr� 'z !! No. 8169 E. -4I HOLLIF33TON MA Jam Gilmour �'► Tv�� JG AR TECTU 200 Winter Street, Holliston, MA 01746 Tel. 508.380.3105 website w�xw;q 3-a,c hitecture_com email: jgarchitect��re88�a gmail.c m V Site Visit To: RCG LLC Today's Date: February 22, 2019 From: Vlachos Associates Date of Sheet: 1 Visit: 02-21-19 %FTx ioar Project Name: 120 Washington St. Salem Trade: MEP Project No.: 13418 Site Contractor: Supreme Builders Note: Items below require Corrective work by the contractor before the area can be accepted. This list does not relieve the contractor of the responsibility for correcting work which may subsequently be discovered to be defective or in need of further corrective work. Item Space and Location Action No. notes Description &Date 1.00 GENERAL: a. This visit was to review the progress of MEP work to date. b. Project overview: Construction of new Apartments, Lobby, and Office Space. c. Project status: MEP work is approximately 95% completed. Installation and materials are generally of good quality and workmanship. 1.01 HVAC: Work Bar a. Duct installation in the offices areas is nearly complete. b. Office heat pumps are installed and nearly operational. c. Contractor to provide As Builts d. Contractor to provide balancing report e. Contractor to provide testing certificates for all units f. Contractor to provide OM Manuals 1.02 PLUMBING: a. Plumbing Fixtures being installed b. Contractor to provide As built c. Contractor to provide OM Manuals r Page 2 of 2 1.03 Electrical: d. Lighting and light switches continued to be installed e. Tele data outlets nearly complete f. Contractor to label all Elec outlets and Tele data outlets g. Contractor to label all breakers in panels h. Contractor to provide As built including electrical panel and circuit designations i. Contractor to provide OM Manuals If you require any additional information, or if we can be of further assistance please do not hesitate to contact this office. Vlachos Associates, Inc. L'YNCO FIRE PROTECTION, INC. CC);\TRA('IY)RS—EN(;I\FE:R.S—I SIALXHONS Stiles—Repairs—Inspections Grant Avenue,Burlington,MA 01803 Telephone(781)221-0111 Fax(781)229-8323 2/20/19 RE: Workbar 120 Washington St Salem, Ma To whom it may concern, We have completed the fire sprinkler installation at the above caption location. All work conforms to National Fire Protection Association standard 13 as required by Massachusetts State Building Code. Glenn Iozzo Lyneo Fire Protection, Inc. • LYNCO FIRE PROTECTION, INC. 19 Grant Avenue,Burlington, MA 01803 781-221-0111 Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by the property owner or their authorized agent.All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners,and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship,or failure to comply with approving authority's requirements or local ordinances. Property name Workbar Date 2/20/19 Property address 12 Washington St Salem, Ma 2nd floor Accepted by approving authorities(names) Salem Fire Dept Address Pians Installation conforms to accepted plans ®Yes ❑No Equipment used is approved ®Yes ❑No If no,state deviations Has person in charge of fire equipment been instructed as to location of Z Yes ❑No control valves and care and maintenance of this new equipment? If no,explain Have copies of the following been left on the premises? Instructions t,System components instructions ®Yes []No 2.Care and maintenance instructions ®Yes []No 3.NFPA 25 Yes ❑No 4.With whom have the copies been left? Location of Supplies buildings system Year of Make Model manufacture Orifice size Quantity Temperature rating Globe QR pendant 2018 1/2 32 155 Sprinklers 4— Pipes and Type of pipe steel fittings Type of fittings cast iron Maximum time to operate through test Alarm device connection Alarm valve or flaw Type Make Model Minutes Seconds indicator vain flow Potter VSR-F 0 42 For individual use.No other reproduction or transmission in any form permitted. 1 of 3 LYNCO FIDE PROTECTION,INC. 19 Grout Avenue,Burlington,MA 01803 781-221-0111 Dry valve Q.O.D Make Model Serial No. Make Model Serial No. N/A Time to trip through Water Air Trip point air Time water reached Alarm operated Dry pipe test connection a,b pressure pressure pressure test outlet a,b properly operating Minutes Seconds psi psi psi Minutes Seconds Yes No test Without Q.O.D. With Q.O.D. If no,explain Operation ❑Pneumatic ❑Electric ❑Hydraulics Piping supervised ❑Yes ❑No I Detecting media supervised ❑Yes ❑No Does valve operate from the manual trip,remote or both control stations? ❑Yes ❑No Deluge and Is there an accessible facility in each circuit If no,explain g for testing? preaction valves ❑Yes ❑No Does each circuit operate Does each circuit operate Maximum time to operate Make Model supervision loss alarm? valve release? release Yes No Yes No Minutes Seconds N/A Location and Make and Pressure- floor model Setting Static ssure Residual prmessure(flowing) Flow Yate reducing Flow valve test I Inlet(psi) Outlet(psij 1 Inlet(psi) Outlet(psi) m NA Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for 2 hours or 50 psi(3.4 bar) above static pressure in excess of 150 psi(10.2 bar)for 2 hours. Differential dry pipe valve clappers shall be left Test open during the test to prevent damage. All aboveground piping leakage shall be stopped. description Pneumatic: Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1 Yz psi(0.1 bar)in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 11/7 psi 0.1 bar in 24 hours. All piping hydrostatically tested at N/A psi( bar)for hours If no,state reason Dry piping pneumatically tested ❑Yes 0 No per NFPA 25.2.1.6 Equipment oerates properly Z Yes ❑No Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine,or other corrosive chemicals were not used for testing systems or stopping leaks? ®Yes No Drain Reading of gauge located near water supply Residual pressure with valve in test connection Tests test I test connection: 80psi( bar open wide: 78psi( bar Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test ❑Yes No Other Explain Certificate for Underground Piping. existing service Flushed by installer of underground srinkler piping ❑Yes ❑No If powder-driven fasteners are used in concrete,has ❑Yes ❑No If no,explain representative sample testing been satisfactorily completed? N/A_ e Measured from time inspector's test connection is opened. b NFPA 13 only requires the 60-second limitation in specific sections. For individual use.No other reproduction or transmission in any form permitted. 2 of 3 LYNC4 FIRE PROTECTION,INC. 19 Grant Avenue,Burlington,MA 01803 781-221-01.1.1 Blank testing Number used Locations Number removed gaskets 0 Welding piping ❑Yes ®No If es... Do you certify as the sprinkler contractor that welding procedures used complied with the ❑Yes ❑No minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators quailed in ❑Yes ❑No accordance with the minimum requirements of AWS B2.1,ASME Section IX Welding and Welding Brazing Qualifications,or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted in compliance with a documented quality ❑Yes ❑No control procedure to ensure that(1)all discs are retrieved;(2)that openings in piping are smooth,that slag and other welding residue are removed;(3)the internal diameters of piping are not penetrated;(4)completed welds are free from cracks,incomplete fusion,surface porosity greater than 1/16 in.diameter,undercut deeper than the lesser of 25%of the wall thickness or 1/32 in.;and(5)completed circumferential butt weld reinforcement does not exceed 3/32 in.? Cutouts (discs) Do you certify that you have a control feature to ensure that all cutouts discs are retrieved? 0 Yes ❑No Hydraulic Nameplate provided if no,explain data nameplate ®Yes No Sprinkler contractor removed all caps and straps? ®Yes ❑No Remarks Date left in service with all control valves open turned on daily Name of sprinkler contractor LYNCO FIRE PROTECTION Tests witnessed Signatures The property owner or their authorized agent(signed) Title Date For sp' ontra igned) Title Date PM 2/20/19 Additional explanation a otes For individual use.No other reproduction or transmission in any form permitted. 3 of 3