Project Indigo Results Way

Total Page:16

File Type:pdf, Size:1020Kb

Project Indigo Results Way PROJECT INDIGO RESULTS WAY Project Manual CLD & CCM Labs April 19, 2021 DRAFT HDG Project No. 20021A 401-658-4600 www.hartcompanies.com CLD & CCM Labs - Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A TABLE OF CONTENTS Section 01 10 00 Summary of Work Section 01 33 00 Submittal Procedures Section 01 40 00 Quality Requirements Section 01 60 00 Product Requirements Section 01 70 00 Execution and Closeout Requirements Section 01 74 00 Warranties and Bonds Section 02 41 19 Selective Structure Demolition Section 06 10 53 Miscellaneous Rough Carpentry Section 07 53 24 Elastomeric Membrane Roofing – Mechanically Attached Section 07 84 00 Firestopping Section 08 11 03 Hollow Metal Doors and Frames Section 08 71 00 Door Hardware Section 08 80 00 Glazing Section 09 21 16 Gypsum Board Assemblies Section 09 51 13 Acoustical Ceiling System Section 09 65 00 Resilient Flooring Section 09 67 16 Resinous Floor System Section 09 90 00 Painting and Coating Section 10 14 00 Signage Section 10 26 13 Wall and Corner Guards Section 10 44 00 Fire Protection Specialties Section 12 21 24 Manual Roller Shade System Section 12 25 13 Motorized Roller Shade System Section 12 36 00 Metal Laboratory Casework Section 31 05 13 Soils for Earthwork Section 31 23 16 Excavation Section 31 23 13 Fill Section 32 91 13 Soil Preparation Hart Design Group Table of Contents Cumberland, Rhode Island 02864 1 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\TABLE OF CONTENTS.doc CLD & CCM Labs - Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A Section 03 10 00 Concrete Forming and Accessories Section 03 20 00 Concrete Reinforcing Section 03 30 00 Cast-In-Place Concrete Section 03 35 00 Concrete Finishing Section 03 39 00 Concrete Curing Section 03 60 00 Grouting Section 03 80 13 Modification to Existing Concrete Section 05 05 19 Post-Installed Anchors and Reinforcing Bars Section 05 12 00 Structural Steel Framing Section 05 40 00 Cold-Formed Metal Framing Section 05 50 00 Metal Fabrications Section 05 52 00 Metal Railings Section 05 53 00 Metal Gratings Section 26 05 03 Equipment Wiring Connections Section 26 05 19 Low-Voltage Electrical Power Conductor and Cables Section 26 05 26 Grounding and Bonding for Electrical Systems Section 26 05 29 Hangers and Supports for Electrical Systems Section 26 05 33 Raceway and Boxes for Electrical Systems Section 26 05 53 Identification for Electrical Systems Section 26 09 23 Lighting Control Devices Section 26 22 00 Low-Voltage Transformers Section 26 24 16 Panelboards Section 26 27 16 Electrical Cabinets and Enclosures Section 26 27 26 Wiring Devices Section 26 28 19 Enclosed Switches Section 26 28 23 Enclosed Circuit Breakers Section 26 51 00 Interior Lighting Section 26 52 00 Emergency Lighting Section 27 05 26 Grounding and Bonding for Communications Systems Section 27 05 29 Hangers and Supports for Communications Systems Section 27 05 33 Conduits and Backboxes for Communications Systems Hart Design Group Table of Contents Cumberland, Rhode Island 02864 2 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\TABLE OF CONTENTS.doc CLD & CCM Labs - Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A Section 27 05 36 Cable Trays for Communications Systems Section 27 05 53 Identification for Communications Systems Section 27 13 43 Communications Services Cabling Section 28 31 00 Fire Detection and Alarm Hart Design Group Table of Contents Cumberland, Rhode Island 02864 3 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\TABLE OF CONTENTS.doc CLD & CCM Labs – Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A SECTION 01 10 00 SUMMARY OF WORK PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Contract description. 2. Work by Owner or other Work at the Site. 3. Owner-furnished products. 4. Contractor's use of Site and premises. 5. Owner occupancy. 6. Permits. 7. Specification conventions. 1.2 CONTRACT DESCRIPTION Work includes construction of fourteen (14) new labs with associated utilities for Cytiva Cell Line Development (CLD) and Cell Culture Media (CCM) service groups on the third floor of the existing structure. In addition, it will provide support and work areas for those lab technicians. There is no additional building area or adjustment to the building’s height necessary to accommodate the work. Project scope includes selective demolition of existing wall partitions, as well as any electrical, plumbing, and mechanical items indicated. The reconfigured space will incorporate new wall partitions, sheet & resinous flooring systems with integral cove base, acoustical & clean room-type ceiling systems, new lighting fixtures & electrical devices, new lab plumbing fixtures, new HVAC modifications, as well as a new Cryo Storage and shared analytical space. Workspace for lab personnel will be provided by assigning available existing workstations. A. Perform all work of Contract under a FIXED COST CONTRACT with the Owner (Cytiva). 1.3 WORK BY OWNER OR OTHERS A. Work under this Contract includes: 1. Work as indicated on Contract Drawings. B. Owner will remove any miscellaneous stored items within the existing East & west Shell spaces as occurs prior to the commencement of any selective demolition or construction of new work. 1.4 CONTRACTOR'S USE OF SITE AND PREMISES A. Limit use of Site and premises to allow: 1. Owner occupancy. 2. Work by Owner. B. Means of Egress exits during Construction: Maintain full access to all required Means of Egress at the Results Way facility for the entirety of this Contract. Hart Design Group Summary of Work Cumberland, Rhode Island 02864 01 10 00 - 1 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\01 10 00 - Summary of Work, Rev 0.doc CLD & CCM Labs – Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A C. Construction Operations: 1. Disruptive Operations: Co-ordinate and schedule such operations with Owner to minimize disruptions. D. Utility Outages and Shutdown: 1. Coordinate and schedule electrical and other utility outages with Owner. 2. Outages: Allowed only at previously agreed upon times as the facility is occupied 24/7. 3. At least one (1) week before scheduled outage, submit Outage Request Plan to Owner itemizing the dates, times, and duration of each requested outage. E. Construction Plan: Before start of construction, provide the Owner and Architect/Engineer with an electronic file of the construction plan regarding access to Work, use of Site, and utility outages for acceptance. This plan may be developed/modified as the project progresses and once the Contractor is more familiar with the site and working conditions. 1.5 OWNER OCCUPANCY A. Schedule and substantially complete designated portions of the Work for occupancy before Substantial Completion of the entire Work. 1. Owner intends to occupy the new spaces as soon as is practical prior to completion of the entire Contract. 2. Owner's use and occupancy of designated areas before Substantial Completion of the entire Project do not relieve Contractor of responsibility to maintain specified insurance coverages on a one hundred percent (100%) basis until date of Final Payment. B. Owner will occupy the facility during entire period of construction for the conduct of its normal operations. C. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. D. Schedule the Work to accommodate Owner occupancy. 1.6 PERMITS Furnish all necessary permits for construction of Work including the following: 1. Building Permit. 2. Plumbing Permit. 3. Mechanical Permit. 4. Electrical Permit. 5. Fire Protection Permit. 1.7 SPECIFICATION CONVENTIONS A. These Specifications are written in imperative mood and streamlined form. This imperative language is directed to Contractor unless specifically noted otherwise. The words "shall be" are included by inference where a colon (:) is used within sentences or phrases. Hart Design Group Summary of Work Cumberland, Rhode Island 02864 01 10 00 - 2 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\01 10 00 - Summary of Work, Rev 0.doc CLD & CCM Labs – Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A PART 2 PRODUCTS - Not Used PART 3 EXECUTION - Not Used END OF SECTION Hart Design Group Summary of Work Cumberland, Rhode Island 02864 01 10 00 - 3 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\01 10 00 - Summary of Work, Rev 0.doc CLD & CCM Labs - Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021A SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Proposed products list. D. Product data. E. Shop drawings. F. Test reports. G. Certificates. H. Manufacturer's instructions. I. Manufacturer's field reports. 1.2 SUBMITTAL PROCEDURES A. Transmit each submittal with Architect/Engineer on an accepted form. B. Sequentially number Transmittals. Mark revised submittals with original number and sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor and Supplier, pertinent drawing and detail number, and Specification Section Number appropriate to submittal(s). D. Apply Contractor's Stamp “signed or initialed” certifying that review, approval, & verification of products required, field dimensions, adjacent work, and coordination of information is in accordance with requirements of the Contract Documents. E. Schedule submittals to expedite the Project. Deliver all submittals to Hart Design Group, Ltd., 800 Scenic View Drive, Cumberland, Rhode Island 02864. Coordinate submission of related items. F. For each submittal, allow minimum five (5) business days, excluding delivery time to and from the Contractor. Hart Design Group Submittal Procedures Cumberland, Rhode Island 02864 01 33 00 - 1 H:\20021_A_Cytiva_RW Det Design\Specs\Arch\01 33 00 - Submittal Procedures, Rev 0.doc CLD & CCM Labs - Results Way April 19, 2021 Cytiva PROJECT INDIGO Rev.
Recommended publications
  • Are You Properly Specifying Materials?
    steelwise Y o ur connection to ideas + answers Are You Properly Specifying Materials? BY MARTIN ANDERSON AND CHARLES J. CARTER, S.E., P.E. Keeping tabs on available ASTM Specifications for each structural shape will help you make the right choices when designing your projects. THE materials and products used in BuildinG M- and S-shapes include ASTM A572 Grades 42, 55, 60, and 65, DESIGN and construction are almost universally designated by ref- ASTM A529 Grades 50 and 55, ASTM A913 Grades 50, 60, 65, or erence to an appropriate ASTM specification. This simplifies the 70, and ASTM A992. design and construction process because you can define all the char- acteristics of a specified product. However, with dozens of ASTM Channels specifications applicable in steel building construction alone, it can The preceding comments for M- and S-shapes apply equally be a challenge to keep the standard designations used in contract to channels. documents current. This article provides a summary of the common ASTM speci- HP-Shapes fications used in steel building design and construction, includ- The preferred material specification for HP shapes is ASTM ing structural shapes, plate products, fastening products, and A572 Grade 50 (Fy = 50 ksi, Fu = 65 ksi); the availability of other other products. This information is based upon similar and more grades should be confirmed prior to specification. HP-shapes with extensive information in the 13th Edition AISC Steel Construction atmospheric corrosion resistance (weathering) can be obtained by Manual. The reader may also find it convenient to use the recently specifying ASTM A588 or ASTM A242 Grades 46 or 50.
    [Show full text]
  • Section 011000
    PROJECT INDIGO 800 BTPK - SHREWSBURY Project Manual June 21, 2021 HDG Project No. 20021B 401-658-4600 www.hartcompanies.com R & D Lab Renovations – 800 BTPK June 21, 2021 Cytiva PROJECT INDIGO Rev. 0 HDG Project No.: 20021B TABLE OF CONTENTS Section 01 10 00 Summary of Work Section 01 33 00 Submittal Procedures Section 01 40 00 Quality Requirements Section 01 60 00 Product Requirements Section 01 70 00 Execution and Closeout Requirements Section 01 74 00 Warranties and Bonds Section 02 41 19 Selective Structure Demolition Section 03 10 00 Concrete Forming and Accessories Section 03 20 00 Concrete Reinforcing Section 03 30 00 Cast-In-Place Concrete Section 03 35 00 Concrete Finishing Section 03 39 00 Concrete Curing Section 03 60 00 Grouting Section 05 05 19 Post-Installed Anchors and Reinforcing Bars Section 05 12 00 Structural Steel Framing Section 05 40 00 Cold-Formed Metal Framing Section 05 50 00 Metal Fabrications Section 06 10 53 Miscellaneous Rough Carpentry Section 07 53 24 Elastomeric Membrane Roofing – Mechanically Attached Section 07 84 00 Firestopping Section 08 11 03 Hollow Metal Doors and Frames Section 08 71 00 Door Hardware Section 08 80 00 Glazing Section 09 21 16 Gypsum Board Assemblies Section 09 51 13 Acoustical Ceiling System Section 09 65 00 Resilient Flooring Section 09 65 19 Resilient Tile Flooring Section 09 67 16 Resinous Floor System Hart Design Group Table of Contents Cumberland, Rhode Island 02864 1 H:\20021_B_Cytiva_Shrews Det Design\Specs\Arch\TABLE OF CONTENTS.doc R & D Lab Renovations – 800 BTPK June 21, 2021 Cytiva PROJECT INDIGO Rev.
    [Show full text]
  • Steelwise Keeping Tabs on Current ASTM Specifications ARE YOU PROPERLY Will Help You Make the Right Choices When SPECIFYING Designing and Building Your Projects
    steelwise Keeping tabs on current ASTM specifications ARE YOU PROPERLY will help you make the right choices when SPECIFYING designing and building your projects. MATERIALS? BY MARTIN ANDERSON, CHARLES J. CARTER, S.E., P.E., PH.D., AND THOMAS J. SCHLAFLY THE MATERIALS AND PRODUCTS used in building de- more extensive information in the 14th Edition AISC Steel sign and construction are almost universally designated by ref- Construction Manual. You may also find it convenient to use the erence to an appropriate ASTM specification. This simplifies AISC publication Selected ASTM Standards for Steel Construction, the design and construction process because you can define all a compilation of more than 60 steel-related ASTM standards. the characteristics of a specified product. However, with dozens (Both the AISC Manual and Selected ASTM Standards are avail- of ASTM specifications applicable in steel building construc- able for purchase online at www.aisc.org/bookstore.) tion alone, it can be a challenge to keep the standard designa- Note that ASTM standards routinely include a section on tions used in contracts current. ordering requirements that lists the variables in each standard This article provides a summary of the common ASTM that should be specified in a complete order or specification for specifications used in steel building design and construction, the material. This is routine for the purchasing department at including structural shapes, plate products, fastening products the local fabrication company and may be of great interest to and other products. This information is based upon similar and others as well. STRUCTURAL SHAPES This Article Covers Buildings, but for Bridges..
    [Show full text]
  • ASTM Standards
    AIIM ASTM - BP-01-08 Portable Document Format-Healthcare (PDF) A Best Practices Guide ASTM A1 - 00(2010) Standard Specification for Carbon Steel Tee Rails - See all versions ASTM A2 - 02(2008) Standard Specification for Carbon Steel Girder Rails of Plain, Grooved, and Guard Types - See all versions ASTM A3 - 01(2012) Standard Specification for Steel Joint Bars, Low, Medium, and High Carbon (Non-Heat-Treated) - See all versions ASTM A6/A6M - 13 Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling - See all versions ASTM A20/A20M - 11 Standard Specification for General Requirements for Steel Plates for Pressure Vessels - See all versions ASTM A27/A27M - 10 Standard Specification for Steel Castings, Carbon, for General Application - See all versions ASTM A29/A29M - 12 Standard Specification for Steel Bars, Carbon and Alloy, Hot-Wrought, General Requirements for - See all versions ASTM A31 - 04(2009) Standard Specification for Steel Rivets and Bars for Rivets, Pressure Vessels - See all versions ASTM A34/A34M - 06(2012) Standard Practice for Sampling and Procurement Testing of Magnetic Materials - See all versions ASTM A36/A36M - 12 Standard Specification for Carbon Structural Steel - See all versions ASTM A36/A36M-SP - 12 Especificación Normalizada para Acero al Carbono Estructural - See all versions ASTM A47/A47M - 99(2009) Standard Specification for Ferritic Malleable Iron Castings - See all versions ASTM A48/A48M - 03(2012) Standard Specification for Gray Iron Castings - See
    [Show full text]