6030 Bid Addendum Page 1 of 3 Addendum No.: 2 Date of Addendum: November 2, 2020 CT DAS - 6030 (Rev. 10.05.18) 6000 – Bid Phase Forms CT DAS l Construction Services l Office of Legal Affairs, Policy, and Procurement DSET Training Area 285 Preston Ave, Meriden, CT BI – N – 352 Original Bid Due Date / Time: November 18, 2020 1:00 PM Previous Addendums: Addendum #1 dated 10/22/2020 TO: Prospective Bid Proposers: This Addendum forms part of the “Contract Documents” and modifies or clarifies the original “Contract Documents” for this Project dated 8/24/2020. Prospective Bid Proposers shall acknowledge receipt of the total number the Addenda issued for this Project on the space provided on Section 00 41 00 Bid Proposal Form. Failure to acknowledge receipt of the total number the Addenda issued for this Project on the space provided on Section 00 41 00 Bid Proposal Form shall subject Bid Proposers to disqualification. The following clarifications are applicable to drawings and specifications for the project referenced above. Item 1: Roofing Details changed from EPDM repairs to Cold Applied Modified Bituminous repairs for Built-up Roofing (BUR) System. DELETE: Specification Section 07 50 61 EPDM ROOFING SYSTEM RESTORATION SUBSTITUTE: Specification Section 07 52 00 MODIFIED BITUMINOUS ROOFING RESTORATION REVISED: Details 2 and 3 on Sheet A1.03 have been modified to reflect this change, see SKA-004. Item 2: Fire alarm and portable fire extinguisher installation dimensions modified based on OSFM comments, the legend on Sheet G-2 was modified to reflect this change. REVISED: Drawing G-2 has been revised and reissued, see SKA-001. Item 3: Demolition Note #5 on Sheet AD1.02 and Sheet AD2.02 have been edited to refer to Demolition Note #5 on Sheet E0.01 in response to an OSFM comment. REVISED: Sheets AD1.02 and AD2.02 have been revised and reissued, see SKA-002 and SKA-003. Item 4: Revisions were made to Sheet A2.02 to reflect OSFM comments. Note #13 was added to indicate fixtures with integral emergency battery packs. Sprinkler head locations clarified. REVISED: Sheet A2.02 has been revised and reissued, see SKA-005. Item 5: Fire Protection Plans have been revised to reflect that all sprinkler heads that are being removed shall be replaced with new heads. REVISED: Sheets FA102, FD 102, FP 102, and FP 501 have been revised and reissued, see SKE-005, SKFP-001, SKFP-002 and SKFP-003. Item 6: Revisions were made to Sheet E0.01 to reflect OSFM comments. General Notes #2, #11, and #29 and Demo Note #5 have been edited to reflect OSFM comments. REVISED: Sheet E0.01 and D1.02 have been revised and reissued, see SKE-001, SKE-002.
Transcript
6030 Bid Addendum
Page 1 of 3
Addendum No.: 2 Date of Addendum: November 2, 2020
CT DAS - 6030 (Rev. 10.05.18) 6000 – Bid Phase Forms
CT DAS l Construction Services l Office of Legal Affairs, Policy, and Procurement DSET Training Area
285 Preston Ave, Meriden, CT BI – N – 352
Original Bid Due Date / Time: November 18, 2020 1:00 PM
Previous Addendums: Addendum #1 dated 10/22/2020
TO: Prospective Bid Proposers: This Addendum forms part of the “Contract Documents” and modifies or clarifies the original “Contract Documents” for this Project dated 8/24/2020. Prospective Bid Proposers shall acknowledge receipt of the total number the Addenda issued for this Project on the space provided on Section 00 41 00 Bid Proposal Form.
Failure to acknowledge receipt of the total number the Addenda issued for this Project on the space provided on Section 00 41 00 Bid Proposal Form shall subject Bid Proposers to disqualification.
The following clarifications are applicable to drawings and specifications for the project referenced above.
Item 1: Roofing Details changed from EPDM repairs to Cold Applied Modified Bituminous repairs for Built-up Roofing (BUR) System.
DELETE: Specification Section 07 50 61 EPDM ROOFING SYSTEM RESTORATION
REVISED: Details 2 and 3 on Sheet A1.03 have been modified to reflect this change, see SKA-004.
Item 2: Fire alarm and portable fire extinguisher installation dimensions modified based on OSFM comments, the legend on Sheet G-2 was modified to reflect this change.
REVISED: Drawing G-2 has been revised and reissued, see SKA-001.
Item 3: Demolition Note #5 on Sheet AD1.02 and Sheet AD2.02 have been edited to refer to Demolition Note #5 on Sheet E0.01 in response to an OSFM comment.
REVISED: Sheets AD1.02 and AD2.02 have been revised and reissued, see SKA-002 and SKA-003.
Item 4: Revisions were made to Sheet A2.02 to reflect OSFM comments.
Note #13 was added to indicate fixtures with integral emergency battery packs. Sprinkler head locations clarified.
REVISED: Sheet A2.02 has been revised and reissued, see SKA-005.
Item 5: Fire Protection Plans have been revised to reflect that all sprinkler heads that are being removed shall be replaced with new heads.
REVISED: Sheets FA102, FD 102, FP 102, and FP 501 have been revised and reissued, see SKE-005, SKFP-001, SKFP-002 and SKFP-003.
Item 6: Revisions were made to Sheet E0.01 to reflect OSFM comments. General Notes #2, #11, and #29 and Demo Note #5 have been edited to reflect OSFM comments.
REVISED: Sheet E0.01 and D1.02 have been revised and reissued, see SKE-001, SKE-002.
6030 Bid Addendum
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Addendum No.: 2 Date of Addendum: November 2, 2020
CT DAS - 6030 (Rev. 10.05.18) 6000 – Bid Phase Forms
Item 7: Revisions were made to Sheet EL1.02A to reflect OSFM comments. Drawing was revised to indicate emergency lighting.
REVISED: Sheet EL1.02A was revised and reissued, see SKE-003
Item 8: Specification Section 01 33 00 Part 1.6E and 1.8 were revised to reflect that fire alarm shop drawings and automatic fire sprinkler shop drawings must be submitted to OSFM of review.
REVISED: Section 01 33 00 was revised and reissued.
Item 9: Specification Section 01 42 20 Part 1.5.A.3 was edited to include NFPA 1, 2015 and CT Amendments as reference standards.
REVISED: Section 01 42 20 was revised and reissued.
Item 10: Specification Section 01 45 00 Part 1.3.H.1.d.3 was edited to include criteria for OSFM to be present during testing.
REVISED: Section 01 45 00 was revised and reissued.
Item 11: Specification Section 01 50 00 Part 1.4.B was edited to include CSFSF Chapter 33 and CFPC Chapter 16 as referenced standards.
REVISED: Section 01 50 00 was revised and reissued.
Item 12: Specification Section 21 13 13 Part 1.6 was updated to include CSFSC 2018 and CSFSC 2018 Part III; 903.3.1.
Specification Section 21 13 13 Part 1.7 was edited to include notification and witness by OSFM.
Specification Section 21 13 13 Part 1.9 was edited to include specific notification requirements and temporary facilities for interruption of existing sprinkler service.
Specification Section 21 13 13 Part 2.4 was updated to eliminate use of “flex-heads”.
Specification Section 21 13 13 Part 3.4.A was edited to qualify installation of sprinkler heads with NFPA 13 spacing requirements.
REVISED: Section 21 13 13 was revised and reissued.
Item 13: Specification Section 23 05 93 was edited to include Part 1.4 Project Overview.
REVISED: Section 23 05 93 was revised and reissued.
Item 14: Specification Section 26 00 10 was edited to eliminate the temporary fire alarm system from the project scope.
REVISED: Section 26 00 10 was revised and reissued.
Item 15: Specification Section 26 51 00 was edited to clarify that the Generator is not a Level 1 generator but instead an optional stand-by. Section 2.12 was edited to reflect above minimum standard requirements regarding required OSFM witness of the load test and OSFM review of product data and shop drawings.
REVISED: Section 26 51 00 was revised and reissued.
6030 Bid Addendum
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Addendum No.: 2 Date of Addendum: November 2, 2020
CT DAS - 6030 (Rev. 10.05.18) 6000 – Bid Phase Forms
Item 16: Specification Section 28 31 11 was edited to reflect OSFM comments.
Section 28 31 11 Part 1.4 edited to maintain existing fire alarm in place and protect against damage or remove and reuse existing components from the demolition if possible.
Section 28 31 11 Part 1.5 was edited to clarify interruption of the existing fire alarm service coordination shall include the Office of State Fire Marshal as the Authority Having Jurisdiction. Meriden Fire Department shall be included in addition to the other parties identified in the project specification.
Section 28 31 11 Part 3.1 was edited to clarify mounting heights.
Section 28 31 11 Part 3.5 was edited to require OSFM witness of final test.
REVISED: Section 28 31 11 was revised and reissued.
Item 17: Bidder Question: Will the building and mechanical permit fees be waived?
Answer: There are no permit fees for state projects on state properties.
Item 18: Bidder Question: What is the cost of the background checks?
Answer: Fees are per person. For each background check there is a processing fee of $15.00. Additionally, there is a state fee of $75.00 and a federal fee of $13.25. All three (3) fees must be paid separately and can be paid by either money order or check made payable to the "Treasurer, State of Connecticut".
Fees are subject to change without notice. Please contact the State Police Bureau of Identification (SPBI) at (860) 685-8480 for fee verification.
Please refer to Section 50 80 00.1 and 50 80 00.2 in the Project Manual for additional information.
Item 19: Bidder Question: Please provide the manufacturer of the existing FA System and the vendor that performs the maintenance on the system.
Answer: The Fire Alarm Panel is a Notifier Panel serviced by Integrated Technical Systems, Inc. (ITS), the general phone number is (203) 265-8100 and there is no contact name. The system is monitored by Johnson Controls, their general number for fire service calls is (888) 746-7539 and the local number in Windsor is (860) 602-3200.
Item 20: Bidder Question: Please clarify that the only named sub on this project is the electrician. No other subs regardless of price are required to be named on the bid form.
Answer: This is correct, the electrical sub-contractor is the only named sub-contractor.
Item 21: Minor corrections to Sheets MD1.02, M1.02, M5.01 where made to reflect OSFM comments, see SKM-001, SKM-002, SKM-003 and SKM-004.
All questions must be emailed (not verbal or by phone) to the consulting Architect/Engineer (David Arai, Maier Design Group, Email: [email protected]) with copies sent to the DAS/CS Project Manager (Daniel Wagoner, Email: [email protected]) and Construction Manager (TBD, Email: TBD)
End of Addendum 2
Mellanee Walton Mellanee Walton, Associate Fiscal Administrative Officer State of Connecticut Department of Administrative Services, Construction Services Office of Legal Affairs, Policy, and Procurement 450 Columbus Boulevard, Suite 1302, Hartford, CT 06103
SECTION 00 01 10
TABLE OF CONTENTS
PAGE 1 OF 8
CT DAS 5000 (Rev. 09.19.19) PROJECT NO. BI-N-352
VOLUME 1 of 1
DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS
Section No.
Title Page Count
Not Used
00 01 01 Title Page 1
00 01 07 Seals Page 1
00 01 10 Table of Contents 8
00 01 15 List of Drawing Sheets 2
00 11 16 Invitation to Bid 3
00 21 13 Instructions to Bidders 19
00 25 13 Pre-Bid Meeting Agenda 4
00 30 00 General Statements for Available Information 2
00 30 10 General Statement for Existing Conditions Information
00 30 20 General Statement for Environmental Assessment Information
00 30 30 General Statement for Hazardous Building Materials Inspection and Inventory
00 30 40 General Statement for Subsurface Geotechnical Report
00 30 50 General Statement for Elevator Agreement
00 30 60 General Statement for FM Global Checklist for Roofing Systems
00 30 70 General Statement for “Statement of Special Inspections”
Section No. Title Page Count 21 05 18 Escutcheons for Fire-Suppression Piping 2 21 05 48 Vibration and Seismic Controls For Fire-Suppression Piping and Equipment 4 21 13 13 Wet-Pipe Sprinkler Systems 10
SECTION 00 01 10
TABLE OF CONTENTS
PAGE 5 OF 8
CT DAS 5000 (Rev. 09.19.19) PROJECT NO. BI-N-352
VOLUME 1 of 1 (continued)
DIVISION 22 PLUMBING Not Used
Section No. Title Page Count 22 05 17 Sleeves and Sleeve Seals For Plumbing Piping 2 22 05 18 Escutcheons for Plumbing Piping 2 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 4 22 05 53 Identification for Plumbing Piping and Equipment 2 22 07 19 Plumbing Piping Insulation 4 22 13 16 Air Conditioning Condensate Piping 2
DIVISION 23 HEATING, VENTILATING AND AIR CONDITIONING Not Used
Section No. Title Page Count 23 05 13 Common Motor Requirements for HVAC Equipment 2 23 05 17 Sleeves and Sleeve Seals For HVAC Piping 4 23 05 18 Escutcheons for HVAC Piping 2 23 05 23 General-Duty Valves For HVAC Piping 4 23 05 29 Hangers and Supports For HVAC Piping and Equipment 4 23 05 48 Vibration and Seismic Controls for HVAC Piping and Equipment 4 23 05 53 Identification for HVAC Piping and Equipment 2 23 05 93 Testing, Adjusting, And Balancing For HVAC 10 23 07 13 Duct Insulation 12 23 07 19 HVAC Piping Insulation 8 23 09 00 Instrumentation And Control For HVAC 8 23 09 93 Sequence Of Operations For HVAC Controls 2 23 21 13 Hydronic Piping 6 23 23 00 Refrigerant Piping 6 23 31 13 Metal Ducts 12 23 33 00 Air Duct Accessories 8 23 36 00 Air Terminal Units 6 23 37 13 Diffusers, Registers, And Grilles 4 23 81 26 Split-System Air-Conditioners 4
DIVISION 24 RESERVED
DIVISION 25 INTEGRATED AUTOMATION Not Used
DIVISION 26 ELECTRICAL Not Used
Section No. Title Page Count 26 00 10 Basic Electrical Requirements 16 26 05 00 Common Work Results for Electrical 4
26 05 19 Low-Voltage Electrical Power Conductors and Cables 4
26 05 23 Control-Voltage Electrical Power Cables 6
26 05 26 Grounding And Bonding for Electrical Systems 4
26 05 29 Hangers And Supports for Electrical Systems 4
26 05 33 Raceway And Boxes for Electrical Systems 8
SECTION 00 01 10
TABLE OF CONTENTS
PAGE 6 OF 8
CT DAS 5000 (Rev. 09.19.19) PROJECT NO. BI-N-352
VOLUME 1 of 1 (continued)
26 05 43 Underground Ducts and Raceways for Electrical Systems 6
26 05 48 Vibration and Seismic Controls for Electrical Systems 8
26 05 53 Identification for Electrical Systems 6
26 05 73 Overcurrent Protective Device Coordination Study 4
26 08 00 Electrical Systems Commissioning 4
26 08 13 Testing of Electrical Systems 6
26 09 24 Lighting Control Devices 8
26 24 16 Panelboards 8
26 27 26 Wiring Devices 6
26 32 13 Engine Generators 12
26 32 14 Engine Generator Installation 4
26 33 53 Static Uninterruptible Power Supply 14
26 33 54 Static Uninterruptible Power Supply Installation 2
26 36 00 Transfer Switches 6
26 36 01 Transfer Switches Installation 2
26 36 02 3-Way Manual Transfer Switches 4
26 51 00 Interior Lighting 4
DIVISION 27 COMMUNICATIONS Not Used
Section No. Title Page Count 27 05 36 Cable Trays for Communications Systems 4
DIVISION 28 ELECTRONIC SAFETY AND SECURITY Not Used
Section No. Title Page Count 28 31 11 Digital, Addressable Fire-Alarm System 4
DIVISION 29 RESERVED
DIVISION 30 RESERVED
DIVISION 31 EARTHWORK Not Used
DIVISION 32 EXTERIOR IMPROVEMENTS Not Used
DIVISION 33 UTILITIES Not Used
DIVISION 34 TRANSPORTATION Not Used
SECTION 00 01 10
TABLE OF CONTENTS
PAGE 7 OF 8
CT DAS 5000 (Rev. 09.19.19) PROJECT NO. BI-N-352
VOLUME 1 of 1 (continued)
DIVISION 35 WATERWAYS AND MARINE Not Used
DIVISION 36 RESERVED
DIVISION 37 RESERVED
DIVISION 38 RESERVED
DIVISION 39 RESERVED
DIVISION 40 PROCESS INTEGRATION Not Used
DIVISION 41 MATERIAL PROCESSING Not Used
DIVISION 42 PROCESS HEATING, COOLING, AND DRYING Not Used
DIVISION 43 PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE
EQUIPMENT Not Used
DIVISION 44 POLLUTION CONTROL EQUIPMENT Not Used
DIVISION 45 INDUSTRY SPECIFIC MANUFACTURING EQUIPMENT Not Used
DIVISION 46 RESERVED
DIVISION 47 RESERVED
DIVISION 48 RESERVED
DIVISION 49 RESERVED
DIVISION 50 PROJECT-SPECIFIC AVAILABLE INFORMATION Page Count
Not Used
50 10 00 Existing Conditions Information 2
50 20 00 Environmental Assessment Information
50 30 00 Hazardous Building Materials Inspection and Inventory
50 40 00 Subsurface Geotechnical Report
50 50 00 Elevator Agreement
50 60 00 FM Global Checklist For Roofing Systems
50 70 00 Statement of Special Inspections
SECTION 00 01 10
TABLE OF CONTENTS
PAGE 8 OF 8
CT DAS 5000 (Rev. 09.19.19) PROJECT NO. BI-N-352
VOLUME 1 of 1 (continued)
50 80 00 Other Information:
50 80 00.1 Criminal History Record Check Instructions 2
50 80 00.2 DESPP Background Investigation Q&A 4
End of Section 00 01 10 Table of Contents
SECTION 01 33 00 SUBMITTAL PROCEDURES
PAGE 1 OF 8
CT DAS 5200 (Rev. 02.01.18) PROJECT NO.: BI-N-352
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for submittals required for performance of the Work, including but not limited to the following:
1. Submittal schedule.
2. Shop Drawings.
3. Product Data.
4. Samples.
5. Quality assurance submittals.
6. Proposed "Substitutions/Equals".
7. Warrantee samples.
8. Coordination Drawings.
9. O & M Manuals
B. Administrative Submittals: Refer to other Division 01 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following:
1. Permits.
2. Applications for Payment.
3. Performance and payment bonds.
4. Contractor’s construction schedule.
5. Daily construction reports.
6. Insurance certificates.
7. List of subcontractors.
8. Subcontractors/Suppliers FEIN number’s and Connecticut tax registration number.
C. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 01 Section 01 25 00 "Substitution Procedures" specifies requirements for submittal of requests for equals and substitutions.
2. Division 01 Section 01 29 76 "Progress Payment Procedures" specifies requirements for submittal of the Schedule of Values.
3. Division 01 Section 01 31 00 "Project Management and Coordination" specifies requirements governing preparation and submittal of required Coordination Drawings.
4. Division 01 Section 01 31 19 "Project Meetings" specifies requirements for submittal and distribution of meeting and conference minutes.
5. Division 01 Section 01 32 16 "Construction Progress Schedules" for requirements for construction scheduling and reporting progress of work.
6. Division 01 Section 01 32 33 "Photographic Documentation" specifies requirements for submittal of periodic construction photographs.
7. Division 01 Section 01 35 26 “Government Safety Requirements specifies the requirements for safety plans, reports, and investigation submittals.
8. Division 01 Section 01 45 00 "Quality Control" specifies requirements for submittal of inspection and test reports and mockups.
9. Division 01 Section 01 77 00 "Closeout Procedures" specifies requirements for submittal of Project Record Documents and warranties at project closeout.
SECTION 01 33 00 SUBMITTAL PROCEDURES
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CT DAS 5200 (Rev. 02.01.18) PROJECT NO.: BI-N-352
10. Division 01 Section 01 78 30 "Warranties and Bonds".
11. Division 01 Section 01 91 00 "Commissioning" specifies requirements for submittal of quality assurance documentation related to commissioning.
1.3 DEFINITIONS
A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended and as identified in the Specification Divisions 02 through 49.
1. Preparation of Coordination Drawings is specified in Division 01 Section 01 31 00 "Project Management and Coordination" and may include components previously shown in detail on Shop Drawings or Product Data.
B. Field samples are full-size physical examples erected on-site to illustrate finishes, coatings, or finish materials. Field samples are used to establish the standard by which the Work will be judged.
C. Mockups are full-size assemblies for review of construction, coordination, testing, or operation; they are not Samples.
1.4 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by the need to review submittals concurrently for coordination.
a. The Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until all related submittals are received.
b. The Architect reserves the right to reject incomplete submitted packages.
3. Processing: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review, including time for re-submittals.
a. Allow fourteen (14) days for initial review. Allow additional time if the Architect must delay processing to permit coordination with subsequent submittals.
b. If an intermediate submittal is necessary, process the same as the initial submittal.
c. Allow fourteen (14) days for reprocessing each submittal.
d. No extension of Contract Time will be authorized because of failure to transmit submittals to the Architect sufficiently in advance of the Work to permit processing.
B. Submittal Preparation: Place a permanent label, title block or 8-1/2 inches x 11 inches cover page approved by the Architect, on each submittal for identification. Indicate the name of the entity that prepared each submittal on the label or title block.
1. The minimum number of copies required for each submittal shall be seven (7) or as determined otherwise at the pre-construction conference or by the Construction Administrator.
2. Provide a space approximately 4 inches by 5 inches on the label, beside the title block or on the cover page on Shop Drawings to record the Contractor's review and approval markings and the action taken.
3. Include the following information on the label for processing and recording action taken.
a. Project Name and State of Connecticut Project Number.
b. Date.
c. Name and address of the Architect, Construction Administrator, and Owner Representative.
d. Name and address of the Contractor.
e. Name and address of the subcontractor.
f. Name and address of the supplier.
g. Name of the manufacturer.
h. Number and title of appropriate Specification Section.
SECTION 01 33 00 SUBMITTAL PROCEDURES
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CT DAS 5200 (Rev. 02.01.18) PROJECT NO.: BI-N-352
i. Drawing number and detail references, as appropriate.
j. Indicate either initial or resubmittal.
k. Indicate deviations from Contract Documents.
l. Indicate if "equal" or "substitution".
C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the Architect using a transmittal form. Copy the Construction Administrator on the transmittal. The Architect will return all submittals to the Contractor after action is taken with a complete copy of the submittal package and one complete copy of the submittal package. The Architect will not accept submittals received from sources other than the Contractor.
1. On the transmittal, record relevant information and requests for data. On the form, or separate sheet, record deviations from Contract Document requirements, including variations and limitations. Include Contractor's certification that information complies with Contract Document requirements.
1.6 SUBMITTAL SCHEDULE
A. After development and review by the Owner and Architect acceptance of the Contractor's Construction or CPM schedule prepare a complete schedule of submittals. Submit the schedule to the Construction Administrator within thirty (30) days of Contract Award.
1. Coordinate Submittal Schedule with the list of subcontracts, Schedule of Values, and the list of products as well as the Contractor’s Construction or CPM Schedule.
2. Prepare the schedule in chronological order. Provide the following information:
a. Schedule date for the initial submittal.
b. Related section number.
c. Submittal category (Shop Drawings, Product Data, or Samples).
d. Name of Subcontractor.
e. Description of the part of Work covered.
f. Scheduled date for resubmittal.
g. Scheduled date for the Architect’s final release of approval.
B. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or modifications to submittals noted by the Architect and additional time for handling and reviewing submittals required by those corrections.
1. Coordinate submittal schedule with list of subcontracts, the schedule of values, and Contractor's Construction or CPM Schedule.
2. Initial Submittal: Submit concurrently with start-up construction schedule. Include submittals required during the first 60 days of construction. List those submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.
3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule. a. Submit revised submittal schedule to reflect changes in current status and timing for submittals.
C. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each specification section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same specification section as separate packages under separate transmittals.
4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other
submittals until related submittals are received.
SECTION 01 33 00 SUBMITTAL PROCEDURES
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CT DAS 5200 (Rev. 02.01.18) PROJECT NO.: BI-N-352
D. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow fifteen (15) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination with related submittals not yet received. Additional time will be required if processing must be delayed to permit review of related subsequent submittals.
2 Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow fifteen (15) days for review of each resubmittal. 4. Mass Submittals: Six (6) or more submittals in one (1) day or twenty (20) or more submittals in one
(1) week. If “Mass Submittals” are received, Architect’s review time stated above may be extended as necessary to perform proper review. Architect will review “Mass Submittals based upon priority determined by Architect after consultation with Owner and Contractor.
E. Distribution: Following response to the initial submittal, print and distribute copies to the Construction Administrator, Architect, Owner, subcontractors, and other parties required to comply with submittal dates indicated. Post copies in the Project meeting room and field office.
1. When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities.
2. Fire Alarm and Automatic fire sprinkler shop drawings shall be submitted to OSFM for review in addition to the above-named parties. See Section 1.9 below.
F. Schedule Updating: Revise the schedule after each meeting or activity where revisions have been recognized or made. Issue the updated schedule concurrently with the report of each meeting.
1.7 DAILY CONSTRUCTION REPORTS
A. Prepare a daily construction report recording the following information concerning events at the site, and submit duplicate copies to the Construction Administrator at weekly intervals:
1. List of subcontractors at the site.
2. Approximate count of personnel at the site.
3. High and low temperatures, general weather conditions.
4. Accidents and unusual events.
5. Meetings and significant decisions.
6. Stoppages, delays, shortages, and losses.
7. Meter readings and similar recordings.
8. List of equipment on site and identify if idle or in use.
9. Orders and requests of governing authorities.
10. Change Orders received, start and end dates.
11. Services connected, disconnected.
12. Equipment or system tests and startups.
13. Partial Completion’s, occupancies.
14. Substantial Completion’s authorized.
15. Equals or Substitutions approved or rejected.
1.8 SHOP DRAWINGS
A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing.
B. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information:
SECTION 01 33 00 SUBMITTAL PROCEDURES
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CT DAS 5200 (Rev. 02.01.18) PROJECT NO.: BI-N-352
1. Dimensions.
2. Identification of products and materials included by sheet and detail number.
3. Compliance with specified standards.
4. Notation of coordination requirements.
5. Notation of dimensions established by field measurement.
6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 36 by 48 inches.
7. Submit one (1) reproducible media and seven (7) prints as directed by the Construction Administrator. The Contractor's submittal shall identify the specification section and/or drawing number applicable to the submittal.
8. Details shall be large scale and/or full size.
C. The Contractor shall review the Shop Drawings, stamp with this approval, and submit them with reasonable promptness and in orderly sequence so as to cause no delay in his Work or in the Work of any subcontractor. Shop Drawings shall be properly identified as specified for item, material, workmanship, and project number. At the submission, the Contractor shall inform the Architect, in writing of any deviation in the shop drawings from the requirements of the Contract Documents.
D. The Architect will review and comment on shop drawings with reasonable promptness so as to cause no delay, but only for conformance with the design concept of the project and with the information given in the Contract Documents. Refer to Article 5 of the General Conditions. Shop Drawings received by the Architect that indicate insufficient study of drawings and specifications, illegible portions or gross errors, will be rejected outright. Such rejections shall not constitute an acceptable reason for granting the Contractor additional time to perform the work.
E. The Contractor shall make any corrections required by the Architect and shall resubmit the required number of corrected copies of Shop Drawings until fully reviewed.
F. Upon final review submit four (4) additional prints, same as submitted, for use by the Construction Administrator.
G. The Architect's review and comments on Shop Drawings shall not relieve the Contractor of responsibility for any deviation from the requirements of the Contract Documents.
H. Only final reviewed Shop Drawings are to be used on the Project site.
I. The Work installed shall be reviewed in accordance with the Shop Drawings and the drawings and specifications. Final Review of the Shop Drawings by the Architect shall constitute acceptance by the State and the Architect of a variation or departure that is clearly identified. If the contractor believes notations made by the A/E increases the value or scope of the CD’s, the contractor must provide written notice to the CA within seven (7) days of this issue. Final reviewed Shop Drawings shall not replace or be used as a vehicle to issue or incorporate change orders or substitutions. Substitutions shall be submitted in accordance with Division 01 Section 01 25 00 "Substitution Procedures".
1.9 SHOP DRAWINGS FOR FIRE PROTECTION SYSTEMS:
A. Shop drawings for fire protection systems, including but not limited to fire alarm and automatic fire sprinkler shop drawings, shall comply with all of the requirements in the section above “Shop Drawings”. In addition Sprinkler system shop drawings and hydraulic calculations must be stamped by a professional engineer licensed in the state of Connecticut and must include the DAS/CS project number. Two (2) sets of information [as noted in this Section 01 33 00 “Submittal Procedures”] shall be submitted to the State's Insurance Carrier (SIC), and one (1) set shall be submitted to the Office of the State Fire Marshal (OSFM):
1. Office of State Fire Marshal: CT Department of Administrative Services Construction Services Office of State Fire Marshal 450 Columbus Boulevard, Suite 1304 Hartford, Connecticut 06103 Phone: (860) 713-5750
2. State Insurance Carrier (SIC): FM Global Boston Operations Plan Review
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1175 Boston-Providence Turnpike PO Box 9102 Norwood, MA 02062 Tel: (781) 440-8241 or FAX (781) 440-8742 [email protected]
B. Before the shop drawings are submitted to SIC or OSFM, the A/E’s fire protection consultant must review the sprinkler design for compliance with the code, OSFM, and FM Global requirements.
C. The State Insurance Carrier requires two (2) weeks prior notice of a sprinkler system acceptance test.
1.10 SHOP DRAWINGS FOR ROOFING SYSTEMS:
A. Construction Phase Requirements: During product submittals and shop drawing review for Roofing Systems the Consultant shall verify FM Global requirements are satisfied for all relevant components. The DAS/CS PM and Construction Administer for the Project shall submit the Contractor’s roofing systems product information and shop drawings to the Consultant and FM Global. Shop drawings for roofing systems shall comply with all of the requirements in the section above “Shop Drawings”. Two (2) sets of information [as noted in this Section 01 33 00 “Submittal Procedures”] shall be submitted to the State's Insurance Carrier (SIC):
1. State Insurance Carrier (SIC): FM Global Boston Operations Plan Review 1175 Boston-Providence Turnpike PO Box 9102 Norwood, MA 02062 Tel: (781) 440-8241 or FAX (781) 440-8742 [email protected]
B. The State Insurance Carrier requires two (2) weeks prior notice of roofing system shop drawing reviews.
C. See Section 00 30 60 General Statement For FM Global Checklist For Roofing Systems and Section 50 60 00 FM Global Checklist for Roofing Systems.
1.11 PRODUCT DATA
A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information, schedules, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing-in diagrams and templates, standard wiring diagrams, and performance curves.
1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information:
a. Manufacturer's printed recommendations.
b. Compliance with trade association standards.
c. Compliance with recognized testing agency standards.
d. Application of testing agency labels and seals.
e. Notation of dimensions verified by field measurement.
f. Notation of coordination requirements.
2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed.
3. Preliminary Submittal: Submit a preliminary single copy of Product Data where selection of options is required.
4. Submittals: Submit seven (7) copies of each required submittal; submit five (5) copies where required for maintenance manuals. The Architect will retain one (1) and will return the other marked with action taken and corrections or modifications required.
a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.
5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms.
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a. Do not proceed with installation until a copy of Product Data is in the Installer's possession.
b. Do not permit use of unmarked copies of Product Data in connection with construction.
1.12 SAMPLES
A. Submit full-size, fully fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern.
1. Store, mount or display Samples on site in the manner to facilitate review of qualities indicated. Prepare Samples to match the Architect's sample. Include the following:
a. Specification Section number and reference.
b. Generic description of the Sample.
c. Sample source.
d. Product name or name of the manufacturer.
e. Compliance with recognized standards.
f. Availability and delivery time.
2. Submit Samples for review of size, kind, color, pattern, and texture. Submit Samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed.
a. Where variation in color, pattern, texture, or other characteristic is inherent in the material or product represented, submit at least three (3) multiple units that show approximate limits of the variations.
b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics.
c. Refer to other Sections for Samples to be returned to the Contractor for incorporation in the Work. Such Samples must be undamaged at time of use. On the transmittal, indicate special requests regarding disposition of Sample submittals.
d. Samples not incorporated into the Work, or otherwise designated as the Owner's property, are the property of the Contractor and shall be removed from the site prior to Substantial Completion.
3. Preliminary Submittals: Submit a full set of choices where Samples are submitted for selection of color, pattern, texture, or similar characteristics from a range of standard choices, unless otherwise noted in specification section.
a. The Architect will review and return preliminary submittals with the Architects notation, indicating selection and other action.
4. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit three (3) sets. The Architect will return one (1) set marked with the action taken.
5. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons throughout the course of construction.
a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal.
b. Sample sets may be used to obtain final acceptance of the construction associated with each set.
B. Distribution of Samples: Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for performance of the Work. Show distribution on transmittal forms.
1.13 QUALITY ASSURANCE SUBMITTALS
A. Submit quality-control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality-control submittals as required under other Sections of the Specifications.
B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements.
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1. Signature: Certification shall be signed by an officer of the manufacturer or other individual authorized to sign documents on behalf of the company.
C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division 01 Section 01 45 00 "Quality Control."
1.14 ARCHITECT'S ACTION
A. Except for submittals for the record or information, where action and return is required, the Architect will review each submittal, mark to indicate action taken, and return promptly.
1. Compliance with specified characteristics is the Contractor's responsibility.
B. Action Stamp: The Architect will stamp each submittal with a uniform, action stamp. The Architect will mark the stamp appropriately to indicate the action taken, as follows:
1. Final Unrestricted Release: When the Architect marks a submittal "Approved for fabrication," the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final payment depends on that compliance.
2. Final-But-Restricted Release: When the Architect marks a submittal "Incorporate Notations," the Work covered by the submittal may proceed provided it complies with notations or corrections on the submittal and requirements of the Contract Documents. Submit corrected copies for record. Final payment depends on that compliance.
3. Returned for Resubmittal: When the Architect marks a submittal "Rejected, or Revise and Resubmit," do not proceed with Work covered by the submittal, including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal according to the notations; resubmit without delay. Repeat if necessary to obtain different action mark.
a. Do not use, or allow others to use, submittals marked "Rejected, or Revise and Resubmit" at the Project Site or elsewhere where Work is in progress.
4. Other Action: Where a submittal is for information or record purposes or special processing or other activity, the Architect will return the submittal marked "Action Not Required."
C. Unsolicited Submittals: The Architect will discard unsolicited submittals without action.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01 33 00
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PART 1 - GENERAL
1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other
Division 01 Specification Sections, apply to this Section.
1.2 DEFINITIONS A. General: Basic contract definitions are included in the General Conditions of the Contract for Construction. B. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on the Drawings, or
other paragraphs or Schedules in the Specifications, and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the reader locate the reference. Location is not limited to this term.
C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by the Architect, requested by the Architect, and similar phrases.
D. "Approved": The term "approved," when used in conjunction with the Architect's action on the Contractor's submittals, applications, and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract.
E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work.
F. "Furnish": The term "furnish" means supply and deliver to the Project Site, ready for unloading, unpacking, assembly, installation, and similar operations.
G. "Install": The term "install" describes operations at the Project Site including the actual unloading, unpacking, assembly, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations.
H. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. I. "Installer": An installer is the Contractor or another entity engaged by the Contractor, either as an employee,
subcontractor, or contractor of lower tier, to perform a particular construction activity, including installation, erection, application, or similar operations. Installers are required to be experienced in the operations they are engaged to perform. 1. The term "experienced," when used with the term "installer," means having a minimum of five (5)
previous projects similar in size and scope to this Project, being familiar with the special requirements indicated, and having complied with requirements of authorities having jurisdiction.
2. Trades: Using terms such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name.
3. Assigning Specialists: Certain Sections of the Specifications require that specific construction activities shall be performed by specialists who are recognized experts in those operations. The specialists must be engaged for those activities, and their assignments are requirements over which the Contractor has no option. However, the ultimate responsibility for fulfilling contract requirements remains with the Contractor. a. This requirement shall not be interpreted to conflict with enforcing building codes and similar
regulations governing the Work. It is also not intended to interfere with local trade-union jurisdictional settlements and similar conventions.
J. "Project Site" is the space available to the Contractor for performing construction activities, either exclusively or in conjunction, with others performing other Work as part of the Project. The extent of the Project Site is shown on the Drawings and may or may not be identical with the description of the land on which the Project is to be built.
K. "Testing Agencies": A testing agency is an independent entity engaged to perform specific inspections or tests, either at the Project Site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests.
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1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION A. Specification Format: These Specifications are organized into Divisions and Sections based on CSI's
"MasterFormat" 49-Division format and numbering system. B. Specification Content: This Specification uses certain conventions regarding the style of language and the
intended meaning of certain terms, words, and phrases when used in particular situations or circumstances. These conventions are explained as follows: 1. Abbreviated Language: Language used in Specifications and other Contract Documents is abbreviated.
Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be interpolated, as the sense requires. Singular words will be interpreted as plural and plural words interpreted as singular where applicable as the context of the Contract Documents indicates.
2. Streamlined Language: The Specifications generally use the imperative mood and streamlined language. Requirements expressed in the imperative mood are to be performed by the Contractor. At certain locations in the Text, subjective language is used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor or by others when so noted. a. The words "shall be" are implied where a colon (:) is used within a sentence or phrase.
1.4 INDUSTRY STANDARDS A. Applicability of Standards: Except where the Contract Documents include more stringent requirements,
applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with the standards in effect as of the date of the Contract Documents unless a specific date is indicated in the Contract Documents or the governing regulations cited herein.
C. Conflicting Requirements: Where compliance with two (2) or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent and highest quality requirement. Request a decision from the Architect before proceeding on requirements that are different but apparently equal, and where it is uncertain which requirement is the most stringent. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the
minimum acceptable. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Request a clarification from the Architect regarding uncertainties before proceeding.
D. Copies of Standards: Each entity engaged in construction on the Project is required to be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, the Contractor shall
obtain copies directly from the publication source. E. Abbreviations and Names: Trade association names and titles of general standards are frequently
abbreviated. Where such acronyms or abbreviations are used in the Specifications or other Contract Documents, they mean the recognized name of the trade association, standards-generating organization, authorities having jurisdiction, or other entity applicable to the context of the text provision. Refer to Thompson Gale's "Encyclopedia of Associations," available in most libraries.
1.5 GOVERNING REGULATIONS AND AUTHORITIES A. Copies of Regulations: Obtain copies of the “latest applicable State Codes” and the following regulations
and retain at the Project Site to be available for reference by parties who have a reasonable need during submittals, planning, and progress of the Work, until Substantial Completion. 1. Connecticut State Building Code - 2018.
1.1 CT Supplement – N/A. 1.2 CT Amendments – October, 1, 2018. 1.3 International Building Code – 2015. 1.4 International Existing Building Code – 2015. 1.5 International Mechanical Code – 2015. 1.6 International Plumbing Code – 2015.
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1.7 International Energy Conservation Code – 2015. 1.8 National Electric Code (NFPA 70) – 2017. 1.9 ICC/ANSI A117.1-Accessible and Usable Buildings and Facilities – 2009.
2. Connecticut Fire Safety Code – 2018. 2.1 CT Supplement – N/A. 2.2 CT Amendments – October 1, 2018 . 2.3 International Fire Safety Code – 2015. 2.4 NFPA 101 – 2015.
3. Connecticut Fire Prevention Code – 2018. 3.1 NFPA 1 – 2015 and CT Amendments.
4. Occupational Safety and Health Administration (OSHA) 4.1 OSHA 29 CFR Part 1910 Occupational Safety and Health Regulations. 4.2 OSHA 29 CFR Part 1926 Occupational Safety and Health Regulations for Construction.
B. The “latest applicable State Codes” are available for download from the DAS website (www.ct.gov/das) > Doing Business With The State > State Building Construction > Publications and Forms > Office of State Building Inspector and Office of State Fire Marshal. Also visit the www.ctdol.state.ct.us Connecticut Department of Labor website.
1.6 SUBMITTALS A. Permits, Licenses, and Certificates: For the Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents.
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SECTION 01 45 00 QUALITY CONTROL
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PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for quality-control services.
B. Quality-Control services include fire alarm acceptance testing, inspections, tests, and related actions, including reports performed by Contractor, by independent agencies, and by governing authorities. They do not include contract enforcement activities performed by the Owner.
C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements.
D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products.
1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.
2. Specified inspections, tests, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with Contract Document requirements.
3. Requirements for Contractor to provide quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.
E. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 01 Section 01 33 00 "Submittal Procedures" specifies requirements for development of a schedule of required tests and inspections.
2. Division 01 Section 01 73 29 "Cutting and Patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities.
3. Division 01 Section 01 77 00 "Closeout Procedures", specific requirements for contract closeout procedures.
4. Division 28 Section 28 31 00 "Fire Detection and Alarm" specifies field quality control for the Alarm System.
1.3 RESPONSIBILITIES
A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified entity, the Owner, through the Construction Administrator, shall provide inspections, tests, and other quality-control services specified elsewhere in the Contract Documents and required by authorities having jurisdiction. All tests required by the individual specification sections are required to be scheduled and notification given to the Construction Administrator 24/48 hours in advance of the test/inspection as applicable. Costs for these services are not included in the Contract Sum.
1. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Contractor's responsibility, the Contractor shall employ and pay a qualified independent testing agency to perform quality-control services. Costs for these services are included in the Contract Sum.
2. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services.
a) Such services include Special Inspections as required by the latest edition of the Connecticut State Building Code.
b) Where the Owner has engaged a testing agency for testing and inspecting part of the Work, and the Contractor is also required to engage an entity for the same or related element, the Contractor shall not employ the entity engaged by the Owner. The Owner will engage the services of a qualified Special Inspector for this project. The Special Inspector, as a representative of the Owner, shall
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document and confirm compliance with the provisions of the Connecticut State Building Code for Special Inspections.
c) Materials and assemblies for this project will be tested and construction operations inspected as the work progresses. Failure to detect any defective work or material shall not in any way prevent later rejection when such defect is discovered nor shall it obligate the State for final acceptance.
d) The Owner’s use of testing and inspection services shall in no way relieve the Contractor of the responsibility to furnish materials and finished construction in full compliance with the Contract Documents and the Connecticut State Building Code.
B. Retesting: The Contractor is responsible for retesting where results of inspections, tests, or other quality-control services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility.
1. The cost of retesting construction, revised or replaced by the Contractor, is the Contractor's responsibility where required tests performed on original construction indicated non-compliance with Contract Document requirements.
2. The Owner will issue a credit change order to cover all costs incurred related to all re-tests/re-inspections due to non-compliance to the Contract Documents, including but not limited to the Owner’s costs and the Consultant’s costs.
C. Associated Services: Cooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the Agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to, the following:
1. Provide access to the Work.
2. Furnish incidental labor and facilities necessary to facilitate inspections and tests.
3. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples.
4. Provide facilities for storage and curing of test samples.
5. Deliver samples to testing laboratories.
6. Provide an approved design mix proposed for use for material mixes that require control by the testing agency.
7. Provide security and protection of samples and test equipment at the Project Site.
D. Duties of the Testing Agency: The independent testing agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Sections shall cooperate with the Construction Administrator, Architect and the Contractor in performance of the testing agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests.
1. The testing agency shall notify the Construction Administrator and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.
2. The testing agency is not authorized to release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any portion of the Work.
3. The testing agency shall not perform any duties of the Contractor.
E. Owner will pay for the services of an independent testing agency laboratory to perform inspections, tests and other services required by the Specifications except as noted below, listed for which the Owner will issue a deduct change order to cover the cost associated with these tests:
1. When the Contractor notifies the Construction Administrator and/or Testing Agency less than 24 hours before the expected time of testing.
2. When the Contractor requires testing for his own convenience.
3. When the Contractor schedules a test and is not ready for the required test.
F. Submit reports of tests that are part of the submittal requirements which indicate compliance or non-compliance with the specified standard.
G. See also General Conditions Article 16 "Inspections & Tests".
H. Fire Alarm/Acceptance Testing Procedures:
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1. For all buildings (exceeding the threshold limit and not exceeding the threshold limit), the fire alarm testing shall be as the authority having jurisdiction shall dictate. This will be as determined by the Office of the State Fire Marshal (OSFM), and shall include, but not be limited to, the requirements as set below:
a. Protective Signaling Systems: All protective signaling systems shall meet with acceptance testing requirements of the applicable standards listed in NFPA 101 and NFPA 13 Section 25.2.
b. Prior Test Notification: At least five (5) working days prior to testing, the Fire Alarm Contractor shall notify (in writing) the following people of the proposed date the acceptance tests are to be performed (Also, see Part 2 of Certificate of Compliance).
Department of Administrative Services – OSFM Representative
General Contractor
Engineer of Record
Equipment Supplier Representative
Sprinkler Contractor
c. Certificates of Compliance:
1) A Fire Alarm System Inspection and Testing Certification and Description form shall be prepared for each system according to the requirements of NFPA 72.
2) Parts 1 and 3 through 9, shall be completed after the system is installed and the installation of the wiring has been checked. Every alarm device must also be pre-tested to ensure proper operation and correct annunciation at each remote annunciator and control panel. Part 1 of the form (Certification of System Installation) shall be signed by the fire alarm contractor. The signed and completed preliminary copies of the Certification form shall be forwarded to all parties along with the Prior Test Notification.
3) Part 2, of each applicable form, shall be completed after the operational tests have been completed.
4) After the completion of the operational acceptance tests and sign-off of test witness (with stipulations noted), final copies of the Certificates shall be forwarded to the Department of Construction Services Representatives.
d. Tests:
1) All tests shall be conducted in accordance with the Manufacturer’s Testing Recommendations.
2) All testing equipment, apparatus (i.e. sound level decibel meter, 2-way radio communication, test devices, ladders, tools, lighting, etc.) and personnel shall be supplied by the Fire Alarm Contractor and Sprinkler Contractor.
3) All tests shall be witnessed by OSFM.
e. System Documentation: Every system shall include the following documentation, which shall be delivered to the Department of Construction Services Representatives upon final acceptance of the system. An owner's manual or manufacturer's installation instructions covering all system equipment, including the following:
1) A detailed narrative description of the system inputs, evacuation signaling, ancillary functions,
annunciation, intended sequence of operations, expansion capability, application
considerations, and limitations.
2) Operator’s instructions for basic systems operations including alarm acknowledgment, system reset, interpreting system output (LED's CRT display, and printout), operation of manual evacuation signaling and ancillary function controls, changing printer paper, etc.
3) A detailed description of routine maintenance and testing as required and recommended and as would be provided under a maintenance contract, including testing and maintenance instructions for each type of device installed. This information should include:
(a) A listing of individual system components that require periodic testing and maintenance.
(b) Step by step instructions detailing the requisite testing and maintenance procedures
and the intervals at which those procedures should be performed.
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(c) A schedule that correlates the testing and maintenance procedures required by
paragraph (2) above and with the listing required by paragraph (1) above.
4) Detailed troubleshooting instructions for each type of trouble condition recognized by the system, including opens, grounds, parity errors, "loop failures," etc. These instructions should include a list of all trouble signals, and step by step instructions describing how to isolate those problems and correct them (or call for service as appropriate).
5) A service directory, including a list of names and telephone numbers for those who should be called to service the system.
f. As-Built Drawings:
1) The Contractor shall produce two (2) sets of as-built drawings and specifications for the fire alarm system, indicating the location (and programmed address, if applicable) of all devices and appliances, the wiring sequences, wiring methods, connection of the components, and sequence of operation of the protective signaling system as installed, shall be given to the Department of Construction Services representatives. This shall be in Accordance with NFPA 72. Refer also to Section 01 77 00 "Closeout Procedures".
1.4 SUBMITTALS
A. Unless the Contractor is responsible for this service, the independent testing agency shall submit a certified written report, in duplicate, of each inspection, test, or similar service to the Construction Administrator. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection, test, or similar service through the Contractor.
1. Submit additional copies of each written report directly to the governing authority, when the authority so directs.
2. Report Data: Written reports of each inspection, test, or similar service include, but are not limited to, the following:
a. Date of issue.
b. Project title and number.
c. Name, address, and telephone number of testing agency.
d. Dates and locations of samples and tests or inspections.
e. Names of individuals making the inspection or test.
f. Designation of the Work and test method.
g. Identification of product and Specification Section.
h. Complete inspection or test data.
i. Test results and an interpretation of test results.
j. Ambient conditions at the time of sample taking and testing.
k. Comments or professional opinion on whether inspected or tested Work complies with Contract Document requirements.
l. Name and signature of laboratory inspector.
m. Recommendations on re-testing.
1.5 QUALITY ASSURANCE
A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, that are pre-qualified as complying with the National Voluntary Laboratory Accreditation Program and that specialize in the types of inspections and tests to be performed.
1. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the state where the Project is located.
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PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 REPAIR AND PROTECTION
A. General: Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes. Comply with Contract Document requirements for Division 01 Section 01 73 29 "Cutting and Patching."
B. Protect constructions exposed by or for quality-control service activities, and protect repaired construction.
C. Repair and protection are the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services.
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SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS
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CT DAS 5200 (Rev. 08.20.19) PROJECT NO.: BI-N-352
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including Division 00 General Conditions of the Contract for Construction for Design-Bid-Build and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes requirements for identification badges, parking stickers, construction facilities and temporary controls, including temporary utilities, support facilities, and security and protection.
B. Temporary utilities are not required, project can utilize permanent building power.
C. Support facilities include, but are not limited to, the following:
1. Field offices – Contractor, Subcontractor, Owner, and Construction Administrator.
2. Temporary enclosures.
3. Temporary project identification signs.
4. Collection and disposal of waste and cleaning.
5. Temporary Environmental Controls.
D. Security and protection facilities include, but are not limited to, the following:
1. Temporary fire protection.
2. Permanent fire protection.
3. Security for site and Agency.
4. Barricades, warning signs, and lights.
5. Enclosure fence.
6. Security enclosure and lockup.
7. Protection.
8. Environmental protection.
9. Traffic ways.
10. Identification badges for Contractor’s personnel & parking stickers.
1.3 RELATED SECTIONS
A. Division 01 Section 01 57 30 "Indoor Environmental Control" for additional provisions governing temporary heating, ventilating and air conditioning.
1.4 QUALITY ASSURANCE
A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to, the following:
1. Building and fire code requirements.
2. Health and safety regulations.
3. Utility company regulations.
4. Police, fire department, and rescue squad rules.
5. Environmental protection regulations.
6. Americans with Disabilities Act.
B. Standards: OSHA. Comply with NFPA 241 "Standard for Safeguarding Construction, Alteration, and Demolition Operations," ANSI A10 Series standards for "Safety Requirements for Construction and Demolition," and NECA 200 "Recommended Practice for Installing and Maintaining Temporary Electric Power at Construction Sites." Comply with CSFSC Chapter 33 and CFPC Chapter 16.
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1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 "National Electric Code."
C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.
1.6 PROJECT CONDITIONS
A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or permit them to interfere with progress. Take necessary fire-prevention measures. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on-site.
PART 2 - PRODUCTS
2.1 MATERIALS
A. General: Provide new materials. If acceptable to the Architect, the Contractor may use undamaged, previously used materials in serviceable condition. Provide materials suitable for use intended.
B. Lumber and Plywood: Comply with requirements of the 2011 Western Wood Preservers Institute (WWPI) “Guide to Pressure Treated Wood”.
1. For signs and directory boards, provide 3/4-inch exterior grade, Grade A-B Fir plywood. Mount sign on preservative treated Fir posts.
a. Project sign shall be 4' x 8' painted and supported on 4-inch x 4-inch posts, of a design to be provided by the Owner via the Construction Administrator.
2. Vision Barriers: Provide minimum 1/2-inch thick exterior plywood.
3. For safety barriers, sidewalk bridges, and similar uses, provide minimum 5/8-inch thick exterior plywood.
C. Paint: Comply with requirements of Division 09 Section 09 91 00 "Painting."
1. For sign and directory boards applying graphics, provide exterior-grade alkyd gloss enamel over exterior primer unless otherwise indicated.
D. Tarpaulins: Provide waterproof, fire-resistant, UL-labeled tarpaulins with flame-spread rating of 15 or less. For temporary enclosures, provide translucent, nylon-reinforced, laminated polyethylene or polyvinyl chloride, fire-retardant tarpaulins.
E. Water: Provide potable water approved by local health authorities.
F. Enclosure Fencing: Provide 0.120-inch thick, galvanized 2-inch chain link fabric fencing six (6) feet high galvanized steel pipe posts, 1-1/2 inches knuckle both bottom and top I.D. for line posts and 2-1/2 inches I.D. for corner posts.
2.2 EQUIPMENT
A. General: Provide new equipment. If acceptable to the Architect, the Contractor may use undamaged, previously used equipment in serviceable condition. Provide equipment suitable for use intended.
1. The Contractor shall furnish tools, apparatus and appliances, hoists and/or cranes and power for same, scaffolding, runways, ladders, temporary supports and bracing and similar work or material necessary to insure convenience and safety in the execution of the Contract except where this is otherwise specified in any Specification Section. All such items shall meet the approval of the Owner but responsibility for design, strength and safety shall remain with the Contractor. All such items shall comply with Federal OSHA regulations and applicable codes, statutes, rules and regulations, including compliance with the requirements of the current edition of the "Manual of Accident Prevention in Construction" published by the Associated General Contractors (AGC) and the standards of the State Labor Department.
2. Staging, exterior and interior, required for the execution of this Contract, shall be furnished, erected, relocated if necessary and removed by the Contractor. Staging shall be maintained in a safe condition without charge to and for the use of all trades as needed.
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B. Water Hoses: Provide 3/4-inch, heavy-duty, abrasion-resistant, flexible rubber hoses with pressure rating greater than the maximum pressure of the water distribution system. Provide adjustable shutoff nozzles at hose discharge and backflow preventers.
C. Electrical Outlets: Provide properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-Volt plugs into higher voltage outlets. Provide receptacle outlets equipped with ground-fault circuit interrupters, reset button, and pilot light for connection of power tools and equipment.
D. Electrical Power Cords: Provide grounded extension cords. Use hard-service cords where exposed to abrasion and traffic. Provide waterproof connectors to connect separate lengths of electric cords if single lengths will not reach areas where construction activities are in progress. Do not exceed safe length-voltage ratio.
E. Lamps and Light Fixtures: Provide general service incandescent lamps of wattage required for adequate illumination. Provide guard cages or tempered-glass enclosures where exposed to breakage. Provide exterior fixtures where exposed to moisture.
F. Heating Units: Provide temporary heating units that have been tested and labeled by UL, FM, or another recognized trade association related to the type of fuel being consumed.
G. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for the exposures.
1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required.
B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. General: Engage the appropriate trade to install temporary service or connect to existing service. Provide matching, compatible materials and equipment. Comply with Owner recommendations.
1. Arrange with Owner and existing users for a time when service can be interrupted, if necessary, to make connections for temporary services.
2. Provide adequate capacity at each stage of construction.
B. Temporary Electric Power and Lighting Services:
1. Temporary Power Distribution System: Provide service required for construction with branch wiring and distribution boxes located to provide power and lighting by construction-type extension cords. Install wiring overhead and rise vertically where least exposed to damage. Where permitted, wiring circuits not exceeding 125 Volts, ac 20 Ampere rating, and lighting circuits may be nonmetallic sheathed cable where overhead and exposed for surveillance.
2. Temporary Lighting: Provide temporary lighting with local switching connected to base building power source. Install and operate temporary lighting that will fulfill security and protection requirements without operating the entire system. Provide temporary lighting that will provide adequate illumination for construction operations and traffic conditions.
C. Temporary Heating, Cooling and Ventilating:
1. HVAC Equipment:
a. The Owner authorizes Contractor’s use of existing HVAC system to maintain specified temperature conditions during the Work. The Owner shall pay cost of energy used. Contractor shall exercise measures to conserve energy.
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b. When the Owner authorizes Contractor’s use of existing HVAC system during the Work and the existing HVAC system is determined to be temporarily insufficient or inoperable to maintain specified the cooling conditions, then the Contractor shall provide and pay for supplemental HVAC cooling devices as needed and in such a manner as to prevent damage to the existing building(s) or new building(s) and their systems.
c. The Contractor shall install disposable "construction" filters on all HVAC equipment serving the work area. The construction filters shall have an average efficiency at least equal to the filters specified under Division 23, but not less than 30 percent when tested in accordance with ASHRAE 52.2 "Method of Testing General Ventilation Air-Cleaning Devices for Removal Efficiency by Particle Size." The filters shall have an average arrestance of not less than 90 percent efficiency on one (1) micron size particles.
d. The Contractor shall change all HVAC filters and clean all ductwork, heating coils, cooling coils and drain pans in existing system serving area of Work at end of Project.
3.3 SUPPORT FACILITIES INSTALLATION
A. General: Locate field offices, storage sheds, and other temporary construction and support facilities in designated area as shown on the Contract Documents. The location of the trailers and laydown areas on the Drawings is diagrammatic in nature. Final placement of the trailers is to be approved by the Construction Administrator.
1. Maintain support facilities until Final Completion. Remove prior to Final Completion with permission from the Owner.
B. Field Offices: Provide insulated, weathertight temporary offices of sufficient size to accommodate required office personnel at the Project Site. Keep all offices clean and orderly, sweep weekly and remove rubbish on a daily basis. Furnish and equip offices as follows:
1. The Contractor shall provide an office for their own use and a method to contact them by e-mail and telephone at any point and time.
C. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities.
1. Where heat is needed and the permanent building enclosure is not complete, provide temporary enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions and effects.
2. Install tarpaulins securely, with incombustible wood framing and other materials. Close openings of 25 SF or less with plywood or similar materials.
3. Close openings through floor or roof decks and horizontal surfaces with load-bearing, wood-framed construction.
4. Where temporary enclosure exceeds 100 SF in area, use UL-labeled, fire-retardant-treated material for framing and main sheathing.
D. Temporary Lifts, Hoists and Elevator Use:
1. Provide facilities for hoisting materials and employees. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.
E. Temporary Project Identification Signs: Prepare project identification and other signs of size indicated. Install signs where indicated to inform the public and persons seeking entrance to the Project. Support on posts or framing of preservative-treated wood or steel. Do not permit installation of unauthorized signs.
1. Project Sign: Engage an experienced sign painter to apply graphics. Comply with details to be furnished by the Construction Administrator.
a. Temporary Tripod Frame: For groundbreaking ceremonies only, provide a temporary tripod for the sign illustrated and described below. Make the tripod of 12 ft long 2" x 4"s (Stud Grade), beveled and bolted at the top. Provide approximately 5-ft between legs at grade. Provide a 6-ft long, 2" x 4" seat for the sign; locate 5-ft above grade and nail in place. Nail sign at four (4) places where edges intersect tripod legs. Drive a 24" long, pointed 2" x 4" stake into the earth next to each leg and nail to legs.
b. Project Sign: The Contractor shall contact the Construction Administrator for the proper wording for the project sign. Fabricate sign of 3/4" Exterior Grade A-B Fir plywood. Mount sign on preservative treated Fir posts. The Owner shall provide
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CT DAS 5200 (Rev. 08.20.19) PROJECT NO.: BI-N-352
design, color selection and illustration of the Project Sign. Paint both sides and all edges of sign and the posts with two (2) coats of exterior, white, alkyd primer. Paint the border and letters with "bulletin" (sign) paint. Letter sizes, colors and related information are given on the illustration below. A self-adhesive decal of the State seal will be furnished at the Contract signing. Erect the sign within two (2) weeks after execution of the Contract and remove the sign within one (1) week after completion of the project.
c. Project Sign Detail: Sign letter sizes, fonts, colors and related information are shown in the illustration available for download from the DAS website (www.ct.gov/das) > Doing Business With The State > State Building Construction > Publications and Forms > DAS Construction Services Library > 3000 Series - Design Phase Forms.
F. Collection and Disposal of Waste and Cleaning:
1. Collect waste within the contract limit line from construction areas daily. Provide separate containers for proper waste recycling. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than seven (7) days during normal weather or three (3) days when the temperature is expected to rise above 80 degrees F. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material lawfully.
2. Maintain areas under Contractor's control free of waste materials, debris and rubbish. Maintain in a clean and orderly condition.
3. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces and other closed or remote spaces before closing the space.
4. Periodically clean interior areas before start of surface finishing and continue cleaning on an as-needed basis.
5. Control cleaning operations so that dust and other particulates will not adhere to wet or newly coated surfaces.
G. Temporary Environmental Controls: Contractor is to provide the following controls.
1. Dust Control (construction and demolition).
2. Noise Control.
3. Erosion and Sediment Control.
4. Pollution Control.
5. Traffic Control.
3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION (listed in Paragraph 1.2 D)
A. Except for use of permanent fire protection as soon as available, do not change over from use of temporary security and protection facilities to permanent facilities until Substantial Completion, or longer, as requested by the Owner.
B. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and maintain temporary fire-protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations."
1. Provide and locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell.
2. Store combustible materials in containers in fire-safe locations.
3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire-protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire-exposure areas.
4. Provide supervision of welding operations, combustion-type temporary heating units, and similar sources of fire ignition.
5. The Contractor, during construction, shall be responsible for loss or damage by fire to the work of the Contract until completion. Any fire used within the structure for working purposes shall be extinguished when not in use. Bitumen or tar shall be melted on the ground only. No flammable material shall be stored in the structure in excess of amounts allowed by the authorities. No
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gasoline shall be stored in or close to the building at any time. The Contractor shall assign a responsible employee to be in charge of fire protection measures.
6. If an EPDM or other single-ply roof is included in the work that requires cleaning of mating surfaces of laps with gasoline, limit amount of gasoline on roof to two (2) gallons which shall be in UL listed containers. Also provide one 30 B:C fire extinguisher within 75 feet of any point on the roof.
C. Permanent Fire Protection: At the earliest feasible date in each area of the Project, complete installation of the permanent fire-protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities.
D. Security for Site and Agency:
1. Provide security program and facilities to protect work, existing facilities and the Owner and Agency’s operations from unauthorized entry, vandalism and theft. Coordinate with the Owner’s and Agency’s security program.
2. The Contractor shall be solely responsible for damage, loss or liability due to theft or vandalism.
E. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights.
1. Provide covered walkways as required by governing authorities for public rights-of-way and for public access to existing buildings.
2. Provide temporary, insulated, weathertight closures at openings to the exterior to provide acceptable working conditions and protection for materials, to allow for temporary heating and to prevent entry of unauthorized persons. Provide doors with self-closing hardware and locks.
3. Barriers and enclosures shall be in conformance with code requirements. Do not block egress from occupied buildings unless necessary to further the work of the Contract. In this case, secure the Owners approval of an alternate egress plan.
4. See also General Conditions Article 19, “Protection of the Work, Persons and Property”.
F. Security Enclosure and Lockup: Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Provide keys to the Construction Administrator.
1. Storage: Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism.
G. Protection:
1. Protect buildings, equipment, furnishings, grounds and plantings from damage. Any damage shall be repaired or otherwise made good at no expense to the Owner.
2. Provide protective coverings and barricades to prevent damage. The Contractor shall be held responsible for, and must make good at his own expense, any water or other type of damage due to improper coverings. Protect the public and building personnel from injury.
3. Provide temporary protection for installed products. Control traffic in immediate area to minimize damage.
4. Provide protective coverings for walls, projections, jambs, sills and soffits of openings. Protect finished floors and stairs from traffic, movement of heavy objects and storage. Prohibit traffic and storage on waterproofed and roofed surfaces and on lawn and landscaped areas.
5. Provide temporary partitions and ceilings to separate work areas from Agency-occupied areas to prevent penetration of dust and moisture into Agency-occupied areas and equipment. Erect framing and sheet materials with closed joints and sealed edges at intersections with existing surfaces.
6. See also General Conditions Article 19, “Protection of the Work, Persons and Property”.
H. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result.
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I. Traffic Ways:
1. The Contractor may use on-site paved roads and parking areas but shall not encumber same or their access. Public highways shall not be blocked by standing trucks, parked cars, material storage, construction operations or in any other manner.
2. Public roads and existing paved roads, drives and parking areas on Owner's property shall be kept free from scrap or debris due to construction operations and any damage to their surface caused by the Contractor shall be repaired by him at his own expense.
3. If the work of the Contract affects public use of any street, road, highway or thoroughfare, the Contractor shall confer with the police authority having jurisdiction to determine if and how many police are needed for public safety in addition to any barriers and signals that may be needed. The Contractor will be responsible for payment of any needed police services.
J. Identification Badges for Contractor's Personnel, Visitors and Parking Stickers:
1. The Contractor will provide each person working or visiting at the site with an identification badge, bearing the name of the Contractor and a number. As badges are assigned, a record shall be kept by the Contractor and given to the Construction Administrator and Agency Administrator. Update and correct the records of all badges issued on a semi-monthly basis.
2. Badges are to be worn on outer garment where visible at all times while at the construction site, return them to the Contractor’s field office at the end of each day and pick them up there each morning.
3. All vehicles parking in the Contractor's parking lot and those used around the site require an ID sticker. They will be issued by the Agency. Each contractor shall apply for parking stickers through the Construction Administrator no more than semi-monthly and shall keep record of all stickers issued.
3.5 OPERATION, TERMINATION, AND REMOVAL
A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse.
B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures and similar elements.
1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage.
2. Protection: Prevent water-filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations.
C. Termination and Removal: Unless the Architect/CA requests that it be maintained longer, remove each temporary facility when the need has ended, when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.
1. Materials and facilities that constitute temporary facilities are the Contractor's property. The Owner reserves the right to take possession of project identification signs.
2. At Substantial Completion, clean and renovate permanent facilities used during the construction period including, but not limited to, the following:
a. Replace air filters and clean inside of ductwork and housings.
b. Replace significantly worn parts and parts subject to unusual operating conditions.
c. Replace lamps burned out or noticeably dimmed by hours of use.
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SECTION 01 57 30 INDOOR ENVIRONMENTAL CONTROL
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CT DAS 5200 (Rev. 02.01.18) PROJECT NO.: BI-N-352
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Construction Documents and general provisions of the Contract, including General Conditions of the Contract for Construction and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Microbial and fungal contamination control.
2. Indoor air quality and pollution control.
3. Heating, ventilating, and air conditioning.
B. Related Sections: The following Sections contain requirements that relate to this Section:
1. Division 01 Section 01 57 40 "Construction IAQ Management Plan" for a description of the IAQ management plan.
1.3 REFERENCES
1. ASTM International (ASTM):
a. ASTM D5116-2006, Standard Guide for Small-Scale Environmental Chamber Determination of Organic Emissions from Indoor Materials/Products.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 MICROBIAL AND FUNGAL CONTAMINATION CONTROL
A. Perform, schedule, and sequence Work as required to limit conditions supporting formations of microbes, molds, and fungi.
1. Control water penetration, dampness, and humidity to prevent products not treated for exterior use from becoming soaked or damp.
2. Enclose building prior to installing interior materials and finishes.
3. Do not install interior products subject to moisture absorption until building is enclosed and wet work generating moisture and humidity is complete.
B. When visible formations are observed and when formations cannot be completely removed by non-abrasive surface cleaning:
1. Remove and replace materials identified as food sources for microbes, molds, and fungi.
2. Correct conditions supporting microbial, mold, and fungal growth.
C. Remove interior products and finishes, identified as food sources that have absorbed sufficient moisture to become damp whether or not microbial, mold, or fungal growth is observed. Include:
1. Gypsum board cores.
2. Organic materials composed of cellulose fiber or paper.
3. Materials containing sucrose or other binders identified as supporting microbial growth.
D. Remove fibrous insulation materials subject to retaining moisture such as duct liner, insulation, and other materials that are made wet or damp and cannot immediately be made dry.
E. Repair or replace ductwork, pans, and other conditions subject to moisture condensation, water penetration, or other water source not drained and made dry.
1. Remove conditions that have become an environment for microbes, molds, or fungi.
2. Do not permit conditions leading to standing water.
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F. Install wet work and allow time needed to dry and cure prior to installing materials such as carpet, acoustical material, textiles, and other material of type that may attract and retain moisture.
3.2 INDOOR AIR QUALITY AND POLLUTION CONTROL
A. Product Emission Rate Standards: Test to ASTM D5116 for maximum indoor air concentration levels.
1. Formaldehyde:
a. 0.03 parts per million where no other requirements are specified.
b. 0.005 parts per million where products are specified as formaldehyde free.
2. Total VOC Emissions for Carpet Tile, Adhesives, and Sealers: 0.05 mg/m2 per hour.
3. 4 Phenyl Cyclohexene (4-PC) Particulate Emissions for Carpet: One (1) part per billion.
4. Total Particulate Emission Rate Levels: 50 ug/m3.
5. Primary and Secondary Regulated Pollutants: Conform to USEPA, Code of Federal Regulations, Title 40, Part 50 National Air Ambient Air Quality Standard. Refer to EPA Web Site http://www.epa.gov/epahome/rules.html#codified.
6. Other Pollutants Not Listed: Not greater than 1/10 of Threshold Limit Value - Time Weighted Average (TLV-TWA) industrial workplace standard.
B. Architectural Coatings - Volatile Organic Compound (VOC) Content Limits: Conform to US Environmental Protection Agency (EPA) Federal Register 48886/Vol. 63, No.176 Friday, September 11, 1998/ Rules and Regulations. Refer to EPA Web Site: http://www.epa.gov/ttn/atw/eparules.html.
C. Do not use products in combination with or in contact with other products that can be identified as combining to form toxic fumes or sustained odors.
D. Do not use solvents within interior areas that may penetrate and be retained in absorptive materials such as concrete, gypsum board, wood, cellulose products, fibrous material, and textiles.
E. Protect construction materials from contamination and pollution from contact with construction dust, debris, fumes, solvents, and other environmentally polluting materials.
F. Allow furnishings and materials such as carpet, floor tile, acoustical tile, textiles, office furniture, and casework, to air out in clean environment prior to installation.
3.3 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
A. The contractor is permitted to run the existing HVAC system during course of construction in accordance with the provisions of Specification Section 01 50 00 Part 3.2.C.
B. Heat, dehumidify, and ventilate building during course of Work as necessary to maintain environmental conditions suitable for drying and curing materials and for prevention of conditions suitable for mold and mildew growth.
1. Ventilate building to remove moisture, dust, fumes, and odors.
2. Temper and dehumidify air as needed to remove excess moisture.
3. Do not use propane heaters and other moisture generating heating systems.
C. Inspect ductwork for refuse, contaminants, moisture and other foreign contamination prior to occupancy.
3.4 REMEDIAL ACTION
A. Promptly take action as necessary to inspect and remediate conditions suspected of supporting microbial, fungal or mold conditions and where contaminated by indoor air pollution.
B. Notify and consult with Architect prior to beginning remedial action where contamination by hazardous chemicals, microbes, and fungi is suspected.
A. Section includes repair of existing built-up roofing (BUR) system over low slope roof areas as necessary to install new roof mounted equipment using a multi-ply, cold applied flashing system.
1.2 RELATED SECTIONS
A. Section 22 13 16 – Air Conditioning Condensate Piping
B. Section 23 81 26 – Split System Air-Conditioners
C. Division 26 - Electrical
1.3 SUBMITTALS
A. Submit under provisions of Section 01 33 00.
B. Product Data: For each type of product required include material descriptions, construction details, dimensions of individual components, MSDS sheets and manufacturer’s technical data sheets.
C. Samples: Submit two (2) samples of the following:
1. Base-Ply Membrane
2. Finish-Ply Membrane with Surfacing
D. Manufacturer's Certificate: Submit certificate that roof system furnished is approved by Factory Mutual in accordance with ASTM E108, Class A for external fire and meets local or nationally recognized building codes.
E. Manufacturer's Certificate: Submit certificate that the roof system is adhered properly to meet or exceed the requirements of FM 1-90 and or specific FM requirements for this project.
F. Roofing Firm Endorsement: Submit roofing firm's name, address, telephone number and manufacturer's endorsement of roofing firm.
G. Submit written certification that the Roofing Contractor is an approved applicator of the manufacturer’s products and that no work performed will violate existing roof warranty.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Obtain materials through one source from a single manufacturer with a minimum of ten years experience in manufacturing products comparable to those specified in this section.
B. Installer Qualifications: Installer trained and certified by the manufacturer with a minimum of five years experience in installing products comparable to those specified in this section.
1. Roofing Contractor shall be an approved applicator of the manufacturer’s products.
C. Application Qualifications: Method shall be approved by the warrantee provider of the selected roofing materials and all products used in this renovation shall be from the same membrane manufacturer on the roof to be renovated.
D. Requirements of Regulatory Agencies: Tests of standards by independent agencies whose classifications and requirements have general acceptance as regulatory:
1. ASTM: American Society for Testing and Materials.
2. FM: Factory Mutual Laboratories.
3. NFPA: National Fire Protection Association.
4. UL: Underwriters Laboratories, Inc.
E. Source Limitations: Obtain all components of roof system from a single manufacturer. Secondary products that are required shall be recommended and approved in writing by the roofing system Manufacturer.
A. Deliver all materials in manufacturer's original, unopened containers and rolls with all labels intact and legible. All products shall bear Underwriters' Laboratories (UL) label.
B. Deliver materials requiring fire resistance classification packaged with labels attached as required by label service.
C. Deliver materials in sufficient time and quantity to all continuity of work and compliance with approved construction schedule.
D. Handle rolled goods so as to prevent damage to edges and ends.
E. Store all materials (outdoors) on clean raised platforms with weather-protective covering.
F. Store rolled goods on end or as required by manufacturer.
G. Provide continuous protection of the materials against any damage or deterioration with breathable coverings. Coverings such as canvas, visqueen or other non-breathable coverings will not be acceptable.
H. Remove damaged or defective materials from site.
I. Comply with all fire and safety regulations.
J. All unprotected, moist, or otherwise damaged materials or products with evidence of moisture damage such as staining shall be removed permanently from the job.
1.6 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside of the manufacturer’s absolute limits.
B. Equipment required to hoist materials to the roof and remove debris from the roof shall be supplied, maintained and operated by the contractor.
C. The contractor shall provide protection of entrance ways, site work, plantings, landscaping, building surfaces and similar items to protect from damage. Items damaged as a result of the work shall be repaired or replaced by the contractor to the satisfaction of and at no additional cost to the owner.
D. The contractor must provide interior protection below all areas of roof system and roof deck removal. Contractor is responsible for properly protecting designated areas in a manner that prevents water, dust and debris infiltration. Items damaged as a result of the work shall be repaired or replaced by the contractor to the satisfaction of and at no additional cost to the owner.
E. It shall be the Contractor's responsibility to verify existing and forecasted weather conditions. If inclement weather is anticipated during the work period, Contractor shall take adequate precautions to ensure products applied to roofing and building interiors are protected from possible moisture damage or contamination.
F. Special precautions will be required during application of new roofing products when ambient and/or wind chill temperatures are below 40 degrees F.
1.7 WARRANTY
A. Contractor shall guarantee the installation of the new roofing and flashing to be watertight for a period of 2 years from the Date of Substantial Completion.
B. Contractor shall make all repairs during this 2-year period to maintain a watertight roof in conformance with the specifications, at no additional cost to the Owner.
C. Contractor shall repair, at his own expense, all defects which are manifested as part of the Contractor's work within 2 years.
D. Work in this section shall be certified by the existing roofing warranty provider as having no impact or adverse effect on the existing warranty.
A. Materials, manufacturer's product designations, and/or manufacturer's names specified herein shall be regarded as the minimum standard of quality required for work of this Section. Comply with all manufacturer and contractor/fabricator quality and performance criteria specified in Part 1.
B. Materials shall be single sourced, see item 1.4.E above.
2.2 MATERIALS
A. Asphalt Primer: ASTM D41-11 Low VOC, solvent based asphalt roof primer and conditioner.
1. Flash Point: 100 F minimum per ASTM D 93
2. Density at 77 F: 7.5 LBS/gal. per ASTM D 2939
3. Non-Volatile: 62% typical per ASTM D 4479
4. VOC: < 300 g/l
B. Flashing Adhesive: Cold process, modified, brush applied, polyurea adhesive.
1. Flash Point: 100 F minimum per ASTM D 93
2. Density at 77 F: 7.5 LBS/gal. per ASTM D 2939
3. Viscosity at 77 F: 16,000-200,000 cP per Brookfield RVT, #6 spindle at 2.5 rpm.
4. Non-Volatile: 70% typical per ASTM D 4479
5. VOC: < 250 g/l
C. Base-ply Membrane: High strength, puncture and fatigue resistant, rubber modified roofing membrane consisting of a dual fiberglass reinforcement scrim sandwiched by Styrene-Butadiene-Styrene (SBS) rubber in a high penetration index asphalt mixture. Finished membrane meets or exceeds ASTM D 6163 Type III.
1. Tensile Strength (ASTM D 6147):
a. 2 in/min @ 73.4 F +/- 3.6 F: MD 225 lbf/in, XD 225 lbf/in.
b. 0.08 in/min @ 0.0 F +/- 3.6 F: MD 240 lbf/in, XD 220 lbf/in.
D. Finish-ply Membrane: High strength, mineral surfaced, UV resistant, puncture and fatigue resistant, rubber modified roofing membrane consisting of a dual fiberglass reinforcement scrim sandwiched by Styrene-Butadiene-Styrene (SBS) rubber in a high penetration index asphalt mixture for use as a top layer where fire retardancy is required. Finished membrane meets or exceeds ASTM D 6163 Type III.
1. Fire Rating: Factory Mutual Class A
2. Tensile Strength (ASTM D 6147):
a. 2 in/min @ 73.4 F +/- 3.6 F: MD 310 lbf/in, XD 310 lbf/in.
b. 0.08 in/min @ 0.0 F +/- 3.6 F: MD 325 lbf/in, XD 325 lbf/in.
E. Mastic: Cold-applied, trowel-grade mastic designed for three course applications on flashings, patching and leak repair formulated with a premium oxidized asphalt base, a high quality premium leafing silver-aluminum paste along with fibers and thixotropic additives.
1. Flash Point: 100 F minimum per ASTM D 93
2. Density at 77 F: 8.3 LBS/gal. per ASTM D 2939
3. Viscosity at 77 F: 9-11 seconds (mobilometer 1500g)
4. Non-Volatile: 70% typical per ASTM D 4479
5. VOC: < 300 g/l
6. Reflectivity: 60%
F. Roofing Aggregate: Existing to be reused.
G. Nails and Fasteners: Non-ferrous metal or galvanized steel, except that hard copper nails shall be used with copper; aluminum or stainless steel nails shall be used with aluminum; and stainless steel nails shall be used with stainless steel. Fasteners shall be self-clinching type of penetrating type as recommended by the manufacturer of the deck material. Nails and fasteners shall be flush-driven through flat metal discs of not less than one (1) inch diameter. Omit metal discs when one-piece composite nails or fasteners with heads not less than one (1) inch diameter are used.
H. Metal Discs: Flat discs or caps of zinc-coated sheet metal not lighter than twenty eight (28) gauge and not less than one (1) inch in diameter. Form discs to prevent dishing. Bell or cup shaped caps are not acceptable.
I. Glass Fiber Cant: Continuous triangular cross Section made of inorganic fibrous glass used as a cant strip as recommended and furnished by the membrane manufacturer.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verification of Conditions:
1. Verify that all work of other trades which penetrates the roof deck, penetrates the roof membrane, or requires people and equipment to traverse the roof has been completed. Do not begin installation until these items are completed.
2. Verify locations are sized and otherwise in accordance with the design and shop drawings.
B. Installer's Examination:
1. Examine conditions under which installation is to be performed. Existing conditions may not be shown on drawings. Some modification of details may be required to accomplish intent of documents. Modifications or adjustments shall be approved in advance by the Architect. Prior to work, the Contractor shall:
a. Ascertain to his satisfaction that all aspects of the specifications are workable as specified.
b. Become completely familiar with requirements and stipulations contained throughout all Contract Documents and specifications.
c. Verify existing site conditions with respect to, but not necessarily limited to, building accessibility, traffic/pedestrian flow, special safety considerations, all parked vehicles, attachment of the existing roofing/accessories, the building dimensions and roofing replacement impediment.
d. Submit written notification if existing conditions are unacceptable.
2. Installation activities before unacceptable conditions have been corrected are prohibited.
A. Protect paving, grass, and building walls in effected areas prior to starting work.
1. Lap suitable protective materials at least 6 inches.
2. Secure protective coverings against the wind.
3. Leave protective covering in place for duration of the roofing work.
4. Repair any damage to existing conditions caused by work of this Section.
B. Provide protection of all neighboring and adjacent existing roof areas during construction. Repair and render watertight any damage to existing roof systems and flashing during demolition and new construction.
C. Protect existing roof systems flashing and roofing projections to remain during renovation construction.
a. Flashing that was damaged during removal shall not be reinstalled.
b. Replace flashing of same material for damaged flashing at no additional cost to the Owner.
D. Remove debris daily from roof and minimize dust, dirt, and noise with proper equipment.
E. Contractor must take every precaution to prevent interior leakage, products from falling into interior, or other such occurrences.
F. Contractor shall prevent access by the public to any materials, tools, or equipment during the course of the work. The Owner assumes no liability or responsibility whatsoever for any damage, theft, or other acts which occur to Contractor's material, products or equipment.
3.3 INSTALLATION
A. Push back existing gravel flood coat to top layer of the existing Built-up Roofing (BUR) system a minimum of 18 inches wide to create a smooth surface to receive the new flashing materials.
B. Clean exposed roof surface to remove all loose dirt, grit and debris.
C. Prime base of existing curb with asphalt-based primer at a rate of 1/2 gallon per 100 SF.
D. Install single ply of modified base-ply membrane to the curb using cold process flashing adhesive at a rate of 2.5 gallons per 100 SF. Run base ply onto the field area of the roof a minimum of 9 inches.
E. Install single ply of mineral surfaced modified finish-ply membrane using cold process flashing adhesive at a rate of 2.5 gallons per 100 SF. Run finish ply on to the field of the roof a minimum of 12 inches.
F. Properly terminate flashing system with term bar fastened every 6 inches on center.
G. Three course all vertical flashing seams with the application of fiberglass mesh being set in and top coated fibered asphalt roof cement.
H. Where new flashing system meets the existing roof system on the field of the roof, tie-in the new flashing system to the existing roof system with a three-course application of fiberglass mesh being set in and top coated fibered asphalt roof cement.
I. Install counterflashing metal using 0.040 aluminum above the term bar around the base of the curb.
J. Push gravel back into place to cover tie-in.
K. Do not remove or disturb more roofing than can be properly repaired and made weatherproof by the end of each day’s work or prior to rain/snow. Properly waterproof all areas prior to leaving the job site each day.
L. Do not leave any roof penetration open overnight or during inclement weather. Water damage caused by this work shall be the responsibility of, and borne by, the contractor.
M. Install all roofing repairs and flashing systems in strict accordance with the existing roof membrane warranty requirements so as not to affect the existing warranty terms and conditions.
A. Carefully inspect all completed work; correct all defects.
B. Clean up mastic spills and spatterings. Remove all surplus materials.
C. Provide adequate protection of all completed work until Substantial Completion. Prevent traffic, storage or movement of any materials and/or equipment on the completed roofing systems.
D. Remove all rubbish, debris, surplus materials, tools, and equipment from the job site
3.5 PROTECTION
A. Protect installed products until completion of project.
B. Avoid heavy traffic on completed work.
C. Restore to original condition or replace work/materials damaged by any roofing operations. Contractor shall return all improvements on or about the property which are shown to have been altered, removed, or otherwise changed to conditions which have existed previous to starting work or better.
END OF SECTION
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PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Pipes, fittings, and specialties.
2. Sprinklers.
1.3 DEFINITIONS
A. Standard-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to operate at working pressure of 175 psig (1200 kPa) maximum.
1.4 SYSTEM DESCRIPTIONS
A. Wet-Pipe Sprinkler System: Automatic sprinklers are attached to piping containing water and that is connected to water supply through alarm valve. Water discharges immediately from sprinklers when they are opened. Sprinklers open when heat melts fusible link or destroys frangible device. Hose connections are included if indicated.
1.5 PERFORMANCE REQUIREMENTS
A. Standard-Pressure Piping System Component: Listed for 175-psig (1200-kPa) minimum working pressure.
1. Available fire-hydrant flow test records indicate the following conditions:
a. Date: October 21, 2001
b. Time: 2:40 PM
c. Location: 285 Preston Ave., Meriden, CT at Police Academy.
d. Performed by: Fire Marshall Robert J. Morpurgo, Meriden Fire Dept.
e. Location of Residual Fire Hydrant R: Preston Ave., 150 feet north of Police Academy driveway and 50 feet lower in elevation than Flow Hydrant.
f. Location of Flow Fire Hydrant F: 20 feet south of Police Academy front door entrance.
g. Flow Fire Hydrant F Nozzle Size: One 2 ½″ Outlet
h. Flow Fire Hydrant F Pitot Reading: 35 psig
i. Discharge Coefficient: 0.90
j. Measured Flow at Flow Fire Hydrant F: 1100 GPM
k. Static Pressure at Residual Fire Hydrant R: 85 psig
l. Residual Pressure at Residual Fire Hydrant R: 70 psig
B. Sprinkler system design shall be approved by authorities having jurisdiction.
1. Margin of Safety for Available Water Flow and Pressure: 10 percent, including losses through water-service piping, valves, and backflow preventers.
2. Sprinkler Occupancy Hazard Classifications:
a. Building Service Areas: Hazard Category 2 per FM Global Data Sheet 3-26, Fire Protection Water Demand for Non-storage Occupancies.
b. Electrical Equipment Rooms: Hazard Category 2 per FM Global Data Sheet 3-26, Fire Protection Water Demand for Non-storage Occupancies.
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c. General Storage Areas: Hazard Category 2 per FM Global Data Sheet 3-26, Fire Protection Water Demand for Non-storage Occupancies.
d. Mechanical Equipment Rooms: Hazard Category 2 per FM Global Data Sheet 3-26, Fire Protection Water Demand for Non-storage Occupancies.
e. Office and Public Areas: Light Hazard, NFPA 13.
3. Minimum Density for Automatic-Sprinkler Piping Design:
a. Light-Hazard Occupancy: 0.10 gpm over 1500-sq. ft. over the hydraulically most remote area.
b. FM Hazard Category 2: 0.20 gpm over 2500-sq. ft. over the hydraulically most remote area.
4. Maximum Protection Area per Sprinkler:
a. Office Spaces: 225 sq. ft. (20.9 sq. m).
b. Storage Areas: 130 sq. ft. (12.1 sq. m).
c. Mechanical Equipment Rooms: 130 sq. ft. (12.1 sq. m)
d. Electrical Equipment Rooms: 130 sq. ft. (12.1 sq. m).
5. Total Combined Hose-Stream Demand Requirement: According to NFPA 13 unless otherwise indicated:
a. Light-Hazard Occupancies: 100 gpm (6.3 L/s) for 30 minutes.
b. FM Hazard Category 2 Occupancies: 250 gpm (15.75 L/s) for 60 to 90 minutes.
C. Seismic Performance: Sprinkler piping shall withstand the effects of earthquake motions determined according to NFPA 13 and ASCE/SEI 7.
1.6 CODES, STANDARDS, ORDINANCES:
A. All work shall conform to the requirements of all codes and regulations governing such work, as may be required by the City of Meriden and the State of Connecticut ordinances.
1. Where the provisions of the Contract Documents conflict with any codes, rules, or regulations, the latter shall govern.
2. Where the Contract Documents are in excess of applicable codes, rules, or regulations, the Contract provisions shall govern unless otherwise directed. Any material specified by reference to the published specifications of a manufacturer or any of the following shall comply in full with the current specifications or standard listed as if specified in full herein.
B. Comply with the International Code Council International Mechanical Code (IMC) 2015 Edition including the 2018 Connecticut State Building Code with amendments.
C. Comply with the National Fire Protection Association Standard 13, (NFPA-13 - 2016), "Standard for the Installation of Sprinkler Systems".
D. All new sprinkler protection shall be installed in accordance with FM Global Property Loss Prevention Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers. This Data Sheet offers recommendations for horizontal sprinkler spacing, sprinkler distances from ceiling, and avoiding obstructions.
E. Connecticut State Fire Safety Code CSFSC 2018 and CSFSC 2018 Part III; 903.3.1.1.
F. All materials shall be Underwriters Laboratories (UL) approved and FM Global (FM) approved.
G. This subcontractor shall be required to secure all permits and pay all fees and charges incidental to the proper execution of this work.
1.7 SUBMITTALS
A. Product Data: For each type of product indicated. Include rated capacities, operating characteristics and furnished specialties and accessories.
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B. Shop Drawings: For wet-pipe sprinkler systems. Include plans, elevations, sections, details, and attachments to other work.
C. Remaining paragraphs are defined in Division 01 Section "Submittal Procedures" as "Informational Submittals."
D. Coordination Drawings: Sprinkler systems, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved:
1. Domestic water piping.
2. HVAC hydronic piping.
3. Cable trays and electrical conduits.
4. Items penetrating finished ceiling include the following:
a. Lighting fixtures.
b. Air outlets and inlets.
c. HVAC Ductwork Shafts.
5. HVAC Ductwork
6. Partition Assemblies.
E. Qualification Data: For qualified Installer and professional engineer.
F. Approved Sprinkler Piping Drawings: Working plans, prepared according to NFPA 13, that have been approved by authorities having jurisdiction, including hydraulic calculations.
1. Sprinklers shall be referred to on drawings and shall be specifically identified by the listed manufacturer’s style or series designation. Trade names and abbreviations are not permitted.
G. Welding certificates.
H. Fire-hydrant flow test report. If flow test report obtained from the Water Department / Authority is one year old or older, conduct a new flow test. Contacts for coordinating and conducting a new flow test at City of Meriden Department of Public Works and Public Utilities:
1. Howard Weissberg, P.E., Director of Public Works, Ph: 203-630-4022, email: [email protected]
2. Richard Meskill, Director of Public Utilities, Ph: 203-630-4256, email: [email protected]
I. New hydrant flow test shall be witnessed by OSFM. Notification shall be a minimum of 48 business hours prior to the date and time of the scheduled test. CSFSC 905.5; NFPA 13-2016; 25.1.
J. Field Test Reports and Certificates: Indicate and interpret test results for compliance with performance requirements and as described in NFPA 13. Include "Contractor's Material and Test Certificate for Aboveground Piping."
K. Field quality-control reports.
L. Operation and Maintenance Data: For sprinkler specialties to include in emergency, operation, and maintenance manuals.
1.8 QUALITY ASSURANCE
A. Installer Qualifications:
1. Installer's responsibilities include designing, fabricating, and installing sprinkler systems and providing professional engineering services needed to assume engineering responsibility. Base calculations on results of the most recent fire-hydrant flow test.
a. Engineering Responsibility: Preparation of working plans, calculations, and field test reports by a qualified professional engineer.
B. Welding Qualifications: Qualify procedures and operators according to ASME Boiler and Pressure Vessel Code.
C. All grooved joint couplings, fittings, valves, and specialties shall be the products of a single manufacturer. Grooving tools shall be of the same manufacturer as the grooved components.
1. All castings used for coupling housings, fittings, valve bodies, etc., shall be date stamped for quality assurance and traceability.
D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
E. NFPA Standards: Sprinkler system equipment, specialties, accessories, installation, and testing shall comply with the following:
1. NFPA 13, "Installation of Sprinkler Systems."
2. NFPA 14, Installation of Standpipe and Hose Systems.
1.9 PROJECT CONDITIONS
A. Interruption of Existing Sprinkler Service: Do not interrupt sprinkler service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary sprinkler service according to requirements indicated:
1. Any interruption of the existing fire protection system requires notification to the OSFM. Out of service for more than 4 hours then OSFM shall be notified in addition to the building Owner, Architect and Construction Manager per CFPC 13.1.9. OSFM shall be notified anytime any fire protection system is out of service and upon restoration per CFPC 13.1.8. CFPC 13.3.3.4.1.4 Notification of shut down or testing to OSFM and LFD. CFPC 13.3.3.6.2 Impairments.
2. Notify OSFM, Architect, Construction Manager and Owner no fewer than two days in advance of proposed interruption of sprinkler service.
3. Do not proceed with interruption of sprinkler service without OSFM, Architect's, Construction Manager's and Owner's written permission.
1.10 COORDINATION
A. Coordinate layout and installation of sprinklers with other construction that penetrates ceilings, including light fixtures, HVAC equipment, and partition assemblies.
PART 2 - PRODUCTS
2.1 PIPING MATERIALS
A. Comply with requirements in "Piping Schedule" Article for applications of pipe, tube, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes.
2.2 STEEL PIPE AND FITTINGS
A. Standard Weight, Black-Steel Pipe: ASTM A 53/A 53M, Type E, Grade B. Pipe ends may be factory or field formed to match joining method.
B. FM Approved pipe and fittings.
C. Nipples in first paragraph below are available in NPS 1/8 to NPS 12 (DN 6 to DN 300).
D. Black-Steel Pipe Nipples: ASTM A 733, made of ASTM A 53/A 53M, standard-weight, seamless steel pipe with threaded ends.
E. Uncoated, Steel Couplings: ASTM A 865, threaded.
F. Uncoated, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern.
G. Malleable- or Ductile-Iron Unions: UL 860.
H. Cast-Iron Flanges: ASME 16.1, Class 125.
I. Steel Flanges and Flanged Fittings: ASME B16.5, Class 150.
J. Steel Welding Fittings: ASTM A 234/A 234M and ASME B16.9.
K. Grooved-Joint, Steel-Pipe Appurtenances:
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1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Anvil International, Inc.
b. Tyco Fire & Building Products LP.
c. Victaulic Company.
2. Pressure Rating: 250 psig (1725 kPa) minimum.
3. Uncoated, Grooved-End Fittings for Steel Piping: ASTM A 536, ductile-iron casting; with dimensions matching steel pipe. Standard type or short-pattern with flow equal to standard pattern fittings. Basis of Design: Victaulic FireLock.
4. AWWA C606 and UL 213 cover couplings in subparagraph below in NPS 3/4 to at least NPS 12 (DN 20 to at least DN 300).
5. Grooved-End-Pipe Couplings for Steel Piping: AWWA C606 and UL 213, rigid pattern, unless otherwise indicated, for steel-pipe dimensions. Include ferrous housing sections, EPDM HP-rubber gasket, and ASTM A449-compliant bolts and nuts.
a. Rigid: Coupling housings with offsetting, angle-pattern bolt pads shall be used to provide system rigidity and support and hanging in accordance with NFPA-13. Couplings shall be fully installed at visual pad-to-pad offset contact. Couplings that require gapping of bolt pads or specific torque ratings for proper installation are not permitted. Installation-Ready, for direct stab installation without field disassembly. Basis of Design: Victaulic Style 009-EZ and 107N.
b. Flexible: Use in locations where vibration attenuation and stress relief are required. Basis of Design: Victaulic Style 177 Installation-Ready, and Style 77.
6. Installation-Ready Fittings: NPS 1-¼ thru 2½ (DN 32 thru DN 65). Fittings shall consist of a ductile iron housing conforming to ASTM A-536, Grade 65-45-12, with Installation-Ready™ ends, enamel coated. Fittings complete with prelubricated Grade “E” EPDM Type ‘A’ gasket; and ASTM A449 electroplated steel bolts and nuts. System shall be UL listed and FM approved for a working pressure of 300 psi (2065 kPa). Basis of Design: Victaulic Company.
L. Steel (Stainless) Pressure-Seal Fittings: UL 213, FM-approved, 175-psig (1200-kPa) pressure rating with steel housing, rubber O-rings, and pipe stop; for use with fitting manufacturers' pressure-seal tools.
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Victaulic Company.
2.3 PIPING JOINING MATERIALS
A. Pipe-Flange Gasket Materials: ASME B16.21, nonmetallic and asbestos free.
1. Class 125, Cast-Iron Flanges and Class 150, Bronze Flat-Face Flanges: Full-face gaskets.
2. Class 250, Cast-Iron Flanges and Class 300, Steel Raised-Face Flanges: Ring-type gaskets.
B. Metal, Pipe-Flange Bolts and Nuts: ASME B18.2.1, carbon steel unless otherwise indicated.
C. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.
D. Specify units in paragraph below in Division 21 Section "Facility Fire-Suppression Water-Service Piping" or Division 22 Section "Facility Water Distribution" if connecting piping is underground.
E. FM Approved.
2.4 SPRINKLER SPECIALTY PIPE FITTINGS
A. Branch Outlet Fittings:
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. National Fittings, Inc.
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b. Tyco Fire & Building Products LP.
c. Victaulic Company.
2. Standard: UL 213.
3. FM Approved.
4. Pressure Rating: 175 psig (1200 kPa) minimum.
5. Body Material: Ductile-iron housing with EPDM seals and bolts and nuts.
6. Type: Mechanical-T and -cross fittings.
7. Configurations: Snap-on and strapless, ductile-iron housing with branch outlets.
8. Size: Of dimension to fit onto sprinkler main and with outlet connections as required to match connected branch piping.
9. Branch Outlets: Grooved, plain-end pipe, or threaded.
10. Basis of Design: Victaulic Style 920 / 920N
2.5 SPRINKLERS
A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
1. Globe Fire Sprinkler Corporation.
2. Reliable Automatic Sprinkler Co., Inc.
3. Tyco Fire & Building Products LP.
4. Victaulic Company.
5. Viking Corporation.
B. General Requirements:
1. Standard: UL's "Fire Protection Equipment Directory" listing or "Approval Guide," published by FM Global, listing.
2. Sprinklers shall be glass bulb type, with hex shaped wrench boss integrally cast into the sprinkler body to reduce the risk of damage during installation. (Wrenches shall be provided by the sprinkler manufacturer that directly engage the cast wrench boss.) Basis of Design: Victaulic.
C. Automatic Sprinklers with Heat-Responsive Element:
1. Early-Suppression, Fast-Response Applications: UL 1767.
2. Nonresidential Applications: UL 199.
3. Characteristics: Nominal 1/2-inch (12.7-mm) orifice with Discharge Coefficient K of 5.6, and for "Ordinary" temperature classification rating unless otherwise indicated or required by application.
D. Sprinkler Finishes (match existing in similar areas of building):
1. Chrome plated.
2. Bronze.
3. Painted.
E. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler mounting applications. Escutcheons for concealed, flush, and recessed-type sprinklers are specified with sprinklers.
1. Ceiling Mounting (match existing style in similar areas of building): Chrome-plated steel, one piece, flat or Chrome-plated steel, two piece, with 1-inch (25-mm) vertical adjustment.
2. Sidewall Mounting: Chrome-plated steel, one piece, flat.
3. Escutcheons shall be listed, and supplied for use with the sprinkler by the sprinkler manufacturer.
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F. Sprinkler Guards:
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Reliable Automatic Sprinkler Co., Inc.
b. Tyco Fire & Building Products LP.
c. Victaulic Company.
d. Viking Corporation.
2. Standard: UL 199.
3. Type: Wire cage with fastening device for attaching to sprinkler.
4. Guards shall be listed, and supplied for use with the sprinkler by the sprinkler manufacturer.
PART 3 - EXECUTION
3.1 PREPARATION
A. Perform fire-hydrant flow test according to NFPA 13 and NFPA 291. Use results for system design calculations required in "Quality Assurance" Article.
B. Report test results promptly and in writing.
3.2 PIPING INSTALLATION
A. Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general location and arrangement of piping. Install piping as indicated, as far as practical.
1. Deviations from approved working plans for piping require written approval from authorities having jurisdiction. File written approval with Architect / Engineer and Owner before deviating from approved working plans.
B. Piping Standard: Comply with requirements for installation of sprinkler piping in NFPA 13 and FM Global Property Loss Prevention Data Sheet 2-0, Installation Guidelines for Automatic Sprinklers.
C. Install seismic restraints on piping. Comply with requirements for seismic-restraint device materials and installation in NFPA 13.
D. Use listed fittings to make changes in direction, branch takeoffs from mains, and reductions in pipe sizes.
E. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply with requirements for hanger materials in NFPA 13.
F. Fill sprinkler system piping with water.
G. Install escutcheons for piping penetrations of walls, ceilings, and floors. Comply with requirements for escutcheons specified in Division 21 Section "Escutcheons for Fire-Suppression Piping."
3.3 JOINT CONSTRUCTION
A. Install couplings, flanges, flanged fittings, unions, nipples, and transition and special fittings that have finish and pressure ratings same as or higher than system's pressure rating for aboveground applications unless otherwise indicated.
B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.
C. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly.
D. Flanged Joints: Select appropriate gasket material in size, type, and thickness suitable for water service. Join flanges with gasket and bolts according to ASME B31.9.
E. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:
1. Apply appropriate tape or thread compound to external pipe threads.
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2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged.
F. Welded Joints: Construct joints according to AWS D10.12M/D10.12, using qualified processes and welding operators according to "Quality Assurance" Article.
1. Shop weld pipe joints where welded piping is indicated. Do not use welded joints for galvanized-steel pipe.
G. Steel-Piping, Cut-Grooved Joints: Cut square-edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts in accordance with the manufacturer’s latest published installation instructions. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe joints. Pipe ends shall be clean and free from indentations, projections and roll marks in the area from pipe end to (and including) groove. Gasket shall be manufactured by the coupling manufacturer and verified as suitable for the intended service.
1. A factory trained representative (direct employee) of the coupling manufacturer shall provide on-site training for contractor’s field personnel in the use of grooving tools, application of groove, and product installation.
2. The representative shall periodically visit the job site and review installation to ensure best practices in grooved joint installation are being followed. Contractor shall remove and replace any improperly installed products
H. Steel-Piping, Roll-Grooved Joints: Roll rounded-edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts in accordance with the manufacturer’s latest published installation instructions. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe grooved joints. Pipe ends shall be clean and free from indentations, projections and roll marks in the area from pipe end to (and including) groove. Gasket shall be manufactured by the coupling manufacturer and verified as suitable for the intended service.
I. A factory trained representative (direct employee) of the coupling manufacturer shall provide on-site training for contractor’s field personnel in the use of grooving tools, application of groove, and product installation.
1. The representative shall periodically visit the job site and review installation to ensure best practices in grooved joint installation are being followed. Contractor shall remove and replace any improperly installed products.
J. Steel-Piping, Pressure-Sealed Joints: Join Schedule 5 steel pipe and steel pressure-seal fittings with tools recommended by fitting manufacturer.
3.4 SPRINKLER INSTALLATION
A. If minimum and maximum spacing requirements of NFPA 13 allow, install sprinklers in suspended ceilings in center of narrow dimension of acoustical ceiling panels.
B. Do not install sprinklers that have been dropped, damaged, or show a visible loss of fluid. Never install sprinklers with cracked bulbs.
C. Sprinkler bulb protector shall be removed by hand after installation. Do not use tools or any other device(s) to remove the protector that could damage the bulb in any way.
3.5 IDENTIFICATION
A. Install labeling and pipe markers on equipment and piping according to requirements in NFPA 13.
3.6 FIELD QUALITY CONTROL
A. Perform tests and inspections.
B. Tests and Inspections:
1. Leak Test: After installation, charge systems and test for leaks. Repair leaks and retest until no leaks exist.
2. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance" Chapter.
a. NFPA 13-2016; Section 25.2, requires hydrostatic for 2 hours, flush, main drain, also visual inspection of installation.
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3. CSFSC 2018 Part III; 903.3.1.1; NFPA 13-2013; 25.1 requires notification of date and time of inspection and test to owner and AHJ.
C. Sprinkler piping system will be considered defective if it does not pass tests and inspections.
D. Prepare test and inspection reports.
3.7 CLEANING
A. Clean dirt and debris from sprinklers.
B. Remove and replace sprinklers with paint other than factory finish.
3.8 PIPING SCHEDULE
A. Standard-pressure, wet-pipe sprinkler system, NPS 2 (DN 50) and smaller, shall be one of the following:
1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings; and threaded joints.
2. Standard-weight, black-steel pipe with plain ends; steel welding fittings; and welded joints.
B. Standard-pressure, wet-pipe sprinkler system, NPS 2-1/2 to NPS 4 (DN 65 to DN 100), shall be one of the following:
1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings; and threaded joints.
2. Standard-weight, black-steel pipe with roll-grooved ends; uncoated, grooved-end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.
3.9 SPRINKLER SCHEDULE
A. Use sprinkler types in subparagraphs below for the following applications:
1. Rooms without Ceilings: Upright sprinklers.
2. Rooms with Suspended Ceilings: Pendent, recessed, flush, and concealed sprinklers to match existing style being used in similar areas of building.
3. Wall Mounting: Sidewall sprinklers.
B. Provide sprinkler types in subparagraphs below with finishes indicated.
1. Concealed Sprinklers: Rough brass, with factory-painted white cover plate.
2. Flush Sprinklers: Bright chrome, with painted white escutcheon.
3. Recessed Sprinklers: Bright chrome, with bright chrome escutcheon.
4. Upright, Pendent and Sidewall Sprinklers: Chrome plated in finished spaces exposed to view; rough bronze in unfinished spaces not exposed to view.
END OF SECTION 21 13 13
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PART 1 - GENERAL
1.1 RELATED DOCUMENTSA. Drawings and general provisions of the Contract, including General and Supplementary Conditions and
Division 01 Specification Sections, apply to this Section.1.2 SUMMARY
A. Section Includes:1. Balancing Air Systems:
a. Variable-air-volume systems.1.3 DEFINITIONS
A. AABC: Associated Air Balance Council.B. NEBB: National Environmental Balancing Bureau.C. TAB: Testing, adjusting, and balancing.D. TABB: Testing, Adjusting, and Balancing Bureau.E. TAB Specialist: An entity engaged to perform TAB Work.
1.4 PROJECT OVERVIEWA. General: The second floor space is being reconfigured to support DSET. The existing AHU serving this
area will continue to serve the area through new VAV zones serving the DSET area. Old VAV zones in the area of DSET will be removed. Minor modifications to the existing hot water baseboard perimeter heating will be made to accommodate new partitions required by the DSET architectural layout.
B. Provide air balancing of the new VAV boxes and associated supply air diffusers being provided in this renovation project (see Drawing M6.01 for VAV airflows).
C. Existing VAV zones outside of the renovated area do not require balancing. All existing VAV boxes airflow settings are to remain as is.
D. Existing hot water and chilled water systems do not require balancing. The existing hot water and chilled water system balancing valve settings shall remain as is.
1.5 SUBMITTALSA. Qualification Data: Within 15 days of Contractor's Notice to Proceed, submit documentation that the
TAB contractor and this Project's TAB team members meet the qualifications specified in "Quality Assurance" Article.
B. Contract Documents Examination Report: Within 30 days of Contractor's Notice to Proceed, submit the Contract Documents review report as specified in Part 3.
C. Strategies and Procedures Plan: Within 30 days of Contractor's Notice to Proceed, submit TAB strategies and step-by-step procedures as specified in "Preparation" Article.
D. Certified TAB reports.E. Sample report forms.F. Instrument calibration reports, to include the following:
1. Instrument type and make.2. Serial number.3. Application.4. Dates of use.5. Dates of calibration.
1.6 QUALITY ASSURANCEA. TAB Contractor Qualifications: Engage a TAB entity certified by AABC or NEBB.
1. TAB Field Supervisor: Employee of the TAB contractor and certified by AABC or NEBB.2. TAB Technician: Employee of the TAB contractor and who is certified by AABC or NEBB as a TAB
technician.B. Certify TAB field data reports and perform the following:
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1. Review field data reports to validate accuracy of data and to prepare certified TAB reports.2. Certify that the TAB team complied with the approved TAB plan and the procedures specified and
referenced in this Specification.C. TAB Report Forms: Use standard TAB contractor's forms approved by Construction Manager.D. Instrumentation Type, Quantity, Accuracy, and Calibration: As described in ASHRAE 111, Section 5,
"Instrumentation."1.7 PROJECT CONDITIONS
A. Full Owner Occupancy: Owner will occupy the site and existing building during entire TAB period. Cooperate with Owner during TAB operations to minimize conflicts with Owner's operations.
1.8 COORDINATIONA. Notice: Provide seven days' advance notice for each test. Include scheduled test dates and times.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 EXAMINATIONA. Examine the Contract Documents to become familiar with Project requirements and to discover
conditions in systems' designs that may preclude proper TAB of systems and equipment.B. Examine the approved submittals for HVAC systems and equipment.C. Examine ceiling plenums used for supply and return air to verify that they meet the leakage class of
connected ducts as specified in Division 23 Section "Metal Ducts" and are properly separated from adjacent areas. Verify that penetrations in plenum walls are sealed and fire-stopped if required.
D. Examine equipment performance data including fan and pump curves.1. Relate performance data to Project conditions and requirements, including system effects that can
create undesired or unpredicted conditions that cause reduced capacities in all or part of a system.2. Calculate system-effect factors to reduce performance ratings of HVAC equipment when installed
under conditions different from the conditions used to rate equipment performance. To calculate system effects for air systems, use tables and charts found in AMCA 201, "Fans and Systems," or in SMACNA's "HVAC Systems - Duct Design." Compare results with the design data and installed conditions.
E. Examine system and equipment installations and verify that field quality-control testing, cleaning, and adjusting specified in individual Sections have been performed.
F. Examine test reports specified in individual system and equipment Sections.G. Examine HVAC equipment and filters and verify that bearings are greased, belts are aligned and tight,
and equipment with functioning controls is ready for operation.H. Examine terminal units, such as variable-air-volume boxes, and verify that they are accessible and their
controls are connected and functioning.I. Examine operating safety interlocks and controls on HVAC equipment.J. Report deficiencies discovered before and during performance of TAB procedures. Observe and record
system reactions to changes in conditions. Record default set points if different from indicated values.3.2 PREPARATION
A. Prepare a TAB plan that includes strategies and step-by-step procedures.B. Complete system-readiness checks and prepare reports. Verify the following:
1. Permanent electrical-power wiring is complete.2. Hydronic systems are filled, clean, and free of air.3. Automatic temperature-control systems are operational.4. Equipment and duct access doors are securely closed.5. Balance dampers are open.
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6. Isolating and balancing valves are open and control valves are operational.7. Ceilings are installed in critical areas where air-pattern adjustments are required and access to
balancing devices is provided.8. Windows and doors can be closed so indicated conditions for system operations can be met.
3.3 GENERAL PROCEDURES FOR TESTING AND BALANCINGA. Perform testing and balancing procedures on each system according to the procedures contained in
AABC's "National Standards for Total System Balance", ASHRAE 111, NEBB's "Procedural Standards for Testing, Adjusting, and Balancing of Environmental Systems" or SMACNA's "HVAC Systems - Testing, Adjusting, and Balancing" and in this Section.1. Comply with requirements in ASHRAE 62.1-2004, Section 7.2.2, "Air Balancing."
B. Cut insulation, ducts, pipes, and equipment cabinets for installation of test probes to the minimum extent necessary for TAB procedures.1. After testing and balancing, patch probe holes in ducts with same material and thickness as used to
construct ducts.2. After testing and balancing, install test ports and duct access doors that comply with requirements
in Division 23 Section "Air Duct Accessories."3. Install and join new insulation that matches removed materials. Restore insulation, coverings,
vapor barrier, and finish according to Division 23 Section "HVAC Insulation."C. Mark equipment and balancing devices, including damper-control positions, valve position indicators,
fan-speed-control levers, and similar controls and devices, with paint or other suitable, permanent identification material to show final settings.
D. Take and report testing and balancing measurements in inch-pound (IP) units.3.4 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS
A. Prepare test reports for both fans and outlets. Obtain manufacturer's outlet factors and recommended testing procedures. Crosscheck the summation of required outlet volumes with required fan volumes.
B. Prepare schematic diagrams of systems' "as-built" duct layouts.C. For variable-air-volume systems, develop a plan to simulate diversity.D. Determine the best locations in main and branch ducts for accurate duct-airflow measurements.E. Check airflow patterns from the outdoor-air louvers and dampers and the return- and exhaust-air
dampers through the supply-fan discharge and mixing dampers.F. Locate start-stop and disconnect switches, electrical interlocks, and motor starters.G. Verify that motor starters are equipped with properly sized thermal protection.H. Check dampers for proper position to achieve desired airflow path.I. Check for airflow blockages.J. Check condensate drains for proper connections and functioning.K. Check for proper sealing of air-handling-unit components.L. Verify that air duct system is sealed as specified in Division 23 Section "Metal Ducts."
3.5 PROCEDURES FOR VARIABLE-AIR-VOLUME SYSTEMSA. Compensating for Diversity: When the total airflow of all terminal units is more than the indicated airflow
of the fan, place a selected number of terminal units at a minimum set-point airflow with the remainder at maximum-airflow condition until the total airflow of the terminal units equals the indicated airflow of the fan. Select the reduced-airflow terminal units so they are distributed evenly among the branch ducts.
B. Pressure-Independent, Variable-Air-Volume Systems: After the fan systems have been adjusted, adjust the variable-air-volume systems as follows:1. Set outdoor-air dampers at minimum, and set return- and exhaust-air dampers at a position that
simulates full-cooling load.2. Select the terminal unit that is most critical to the supply-fan airflow and static pressure. Measure
static pressure. Adjust system static pressure so the entering static pressure for the critical terminal unit is not less than the sum of the terminal-unit manufacturer's recommended minimum
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inlet static pressure plus the static pressure needed to overcome terminal-unit discharge system losses.
3. Measure total system airflow. Adjust to within indicated airflow.4. Set terminal units at maximum airflow and adjust controller or regulator to deliver the designed
maximum airflow. Use terminal-unit manufacturer's written instructions to make this adjustment. When total airflow is correct, balance the air outlets downstream from terminal units the same as described for constant-volume air systems.
5. Set terminal units at minimum airflow and adjust controller or regulator to deliver the designed minimum airflow. Check air outlets for a proportional reduction in airflow the same as described for constant-volume air systems.a. If air outlets are out of balance at minimum airflow, report the condition but leave outlets
balanced for maximum airflow.6. Remeasure the return airflow to the fan while operating at maximum return airflow and minimum
outdoor airflow.a. Adjust the fan and balance the return-air ducts and inlets the same as described for
constant-volume air systems.7. Measure static pressure at the most critical terminal unit and adjust the static-pressure controller at
the main supply-air sensing station to ensure that adequate static pressure is maintained at the most critical unit.
8. Record final fan-performance data.3.6 PROCEDURES FOR MOTORS
A. Motors, 1/2 HP and Larger: Test at final balanced conditions and record the following data:1. Manufacturer's name, model number, and serial number.2. Motor horsepower rating.3. Motor rpm.4. Efficiency rating.5. Nameplate and measured voltage, each phase.6. Nameplate and measured amperage, each phase.7. Starter thermal-protection-element rating.
B. Motors Driven by Variable-Frequency Controllers: Test for proper operation at speeds varying from minimum to maximum. Test the manual bypass of the controller to prove proper operation. Record observations including name of controller manufacturer, model number, serial number, and nameplate data.
3.7 PROCEDURES FOR CONDENSING UNITSA. Verify proper rotation of fans.B. Measure entering- and leaving-air temperatures.C. Record compressor data.
3.8 PROCEDURES FOR TESTING, ADJUSTING, AND BALANCING EXISTING SYSTEMSA. Perform a preconstruction inspection of existing equipment that is to remain and be reused.
1. Measure and record the operating speed, airflow, and static pressure of each fan.2. Measure motor voltage and amperage. Compare the values to motor nameplate information.3. Check the refrigerant charge.4. Check the condition of filters.5. Check the condition of coils.6. Check the operation of the drain pan and condensate-drain trap.7. Check bearings and other lubricated parts for proper lubrication.8. Report on the operating condition of the equipment and the results of the measurements taken.
Report deficiencies.
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B. Before performing testing and balancing of existing systems, inspect existing equipment that is to remain and be reused to verify that existing equipment has been cleaned and refurbished. Verify the following:1. New filters are installed.2. Coils are clean and fins combed.3. Drain pans are clean.4. Fans are clean.5. Bearings and other parts are properly lubricated.6. Deficiencies noted in the preconstruction report are corrected.
C. Perform testing and balancing of existing systems to the extent that existing systems are affected by the renovation work.1. Compare the indicated airflow of the renovated work to the measured fan airflows, and determine
the new fan speed and the face velocity of filters and coils.2. Verify that the indicated airflows of the renovated work result in filter and coil face velocities and fan
speeds that are within the acceptable limits defined by equipment manufacturer.3. If calculations increase or decrease the air flow rates and water flow rates by more than 5 percent,
make equipment adjustments to achieve the calculated rates. If increase or decrease is 5 percent or less, equipment adjustments are not required.
4. Balance each air outlet.3.9 TOLERANCES
A. Set HVAC system's air flow rates and water flow rates within the following tolerances:1. Supply, Return, and Exhaust Fans and Equipment with Fans: Plus 5%, minus 0%.2. Air Outlets and Inlets: Plus 5%, minus 0%.3. Heating-Water Flow Rate at existing baseboard radiation is to remain as is, no rebalancing
required.4. Chilled-Water Flow Rate at existing AHU is to remain as is, no rebalancing required.
3.10 REPORTINGA. Initial Construction-Phase Report: Based on examination of the Contract Documents as specified in
"Examination" Article, prepare a report on the adequacy of design for systems' balancing devices. Recommend changes and additions to systems' balancing devices to facilitate proper performance measuring and balancing. Recommend changes and additions to HVAC systems and general construction to allow access for performance measuring and balancing devices.
3.11 FINAL REPORTA. General: Prepare a certified written report; tabulate and divide the report into separate sections for
tested systems and balanced systems.1. Include a certification sheet at the front of the report's binder, signed and sealed by the certified
testing and balancing engineer.2. Include a list of instruments used for procedures, along with proof of calibration.
B. Final Report Contents: In addition to certified field-report data, include the following:1. Fan curves (new equipment only).2. Manufacturers' test data (new equipment only).3. Field test reports prepared by system and equipment installers.4. Other information relative to equipment performance; do not include Shop Drawings and product
data.C. General Report Data: In addition to form titles and entries, include the following data:
1. Title page.2. Name and address of the TAB contractor.3. Project name.4. Project location.
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5. Architect's name and address.6. Engineer's name and address.7. Contractor's name and address.8. Report date.9. Signature of TAB supervisor who certifies the report.10. Table of Contents with the total number of pages defined for each section of the report. Number
each page in the report.11. Summary of contents including the following:
a. Indicated versus final performance.b. Notable characteristics of systems.c. Description of system operation sequence if it varies from the Contract Documents.
12. Nomenclature sheets for each item of equipment.13. Data for terminal units, including manufacturer's name, type, size, and fittings.14. Notes to explain why certain final data in the body of reports vary from indicated values.15. Test conditions for fans and pump performance forms including the following:
a. Settings for outdoor-, return-, and exhaust-air dampers.b. Conditions of filters.c. Cooling coil, wet- and dry-bulb conditions.d. Face and bypass damper settings at coils.e. Fan drive settings including settings and percentage of maximum pitch diameter.f. Inlet vane settings for variable-air-volume systems.g. Settings for supply-air, static-pressure controller.h. Other system operating conditions that affect performance.
D. Air-Handling-Unit Test Reports: For air-handling units with coils, include the following:1. Unit Data:
a. Unit identification.b. Location.c. Make and type.d. Model number and unit size.e. Manufacturer's serial number.f. Unit arrangement and class.g. Discharge arrangement.h. Sheave make, size in inches (mm), and bore.i. Center-to-center dimensions of sheave, and amount of adjustments in inches (mm).j. Number, make, and size of belts.k. Number, type, and size of filters.
2. Motor Data:a. Motor make, and frame type and size.b. Horsepower and rpm.c. Volts, phase, and hertz.d. Full-load amperage and service factor.e. Sheave make, size in inches (mm), and bore.f. Center-to-center dimensions of sheave, and amount of adjustments in inches (mm).
3. Test Data (Indicated and Actual Values):a. Total air flow rate in cfm (L/s).
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b. Total system static pressure in inches wg (Pa).c. Fan rpm.d. Discharge static pressure in inches wg (Pa).e. Filter static-pressure differential in inches wg (Pa).f. Preheat-coil static-pressure differential in inches wg (Pa).g. Cooling-coil static-pressure differential in inches wg (Pa).h. Heating-coil static-pressure differential in inches wg (Pa).i. Outdoor airflow in cfm (L/s).j. Return airflow in cfm (L/s).k. Outdoor-air damper position.l. Return-air damper position.m. Vortex damper position.
E. Apparatus-Coil Test Reports:1. Coil Data:
a. System identification.b. Location.c. Coil type.d. Number of rows.e. Fin spacing in fins per inch (mm) o.c.f. Make and model number.g. Face area in sq. ft. (sq. m).h. Tube size in NPS (DN).i. Tube and fin materials.j. Circuiting arrangement.
2. Test Data (Indicated and Actual Values):a. Air flow rate in cfm (L/s).b. Average face velocity in fpm (m/s).c. Air pressure drop in inches wg (Pa).d. Outdoor-air, wet- and dry-bulb temperatures in deg F (deg C).e. Return-air, wet- and dry-bulb temperatures in deg F (deg C).f. Entering-air, wet- and dry-bulb temperatures in deg F (deg C).g. Leaving-air, wet- and dry-bulb temperatures in deg F (deg C).h. Water flow rate in gpm (L/s).i. Water pressure differential in feet of head or psig (kPa).j. Entering-water temperature in deg F (deg C).k. Leaving-water temperature in deg F (deg C).l. Refrigerant expansion valve and refrigerant types.m. Refrigerant suction pressure in psig (kPa).n. Refrigerant suction temperature in deg F (deg C).o. Inlet steam pressure in psig (kPa).
F. Fan Test Reports: For supply, return, and exhaust fans, include the following:1. Fan Data:
a. System identification.b. Location.
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c. Make and type.d. Model number and size.e. Manufacturer's serial number.f. Arrangement and class.g. Sheave make, size in inches (mm), and bore.h. Center-to-center dimensions of sheave, and amount of adjustments in inches (mm).
2. Motor Data:a. Motor make, and frame type and size.b. Horsepower and rpm.c. Volts, phase, and hertz.d. Full-load amperage and service factor.e. Sheave make, size in inches (mm), and bore.f. Center-to-center dimensions of sheave, and amount of adjustments in inches (mm).g. Number, make, and size of belts.
3. Test Data (Indicated and Actual Values):a. Total airflow rate in cfm (L/s).b. Total system static pressure in inches wg (Pa).c. Fan rpm.d. Discharge static pressure in inches wg (Pa).e. Suction static pressure in inches wg (Pa).
G. Rectangular Duct Traverse Reports: Include a diagram with a grid representing the duct cross-section and record the following:1. Report Data:
a. System and air-handling-unit number.b. Location and zone.c. Traverse air temperature in deg F (deg C).d. Duct static pressure in inches wg (Pa).e. Duct size in inches (mm).f. Duct area in sq. ft. (sq. m).g. Indicated air flow rate in cfm (L/s).h. Indicated velocity in fpm (m/s).i. Actual air flow rate in cfm (L/s).j. Actual average velocity in fpm (m/s).k. Barometric pressure in psig (Pa).
H. Air-Terminal-Device Reports:1. Unit Data:
a. System and air-handling unit AHU identification.b. Location and zone.c. Apparatus used for test.d. Area served.e. Make.f. Number from system diagram.g. Type and model number.h. Size.
2. Test Data (Indicated and Actual Values):
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a. Air flow rate in cfm (L/s).b. Air velocity in fpm (m/s).c. Preliminary air flow rate as needed in cfm (L/s).d. Preliminary velocity as needed in fpm (m/s).e. Final air flow rate in cfm (L/s).f. Final velocity in fpm (m/s).g. Space temperature in deg F (deg C).
I. Instrument Calibration Reports:1. Report Data:
a. Instrument type and make.b. Serial number.c. Application.d. Dates of use.e. Dates of calibration.
3.12 INSPECTIONSA. Inspection:
1. The TAB contractor's test and balance engineer shall conduct the inspection in the presence of Construction Manager.
2. Construction Manager shall randomly select measurements, documented in the final report, to be rechecked. Rechecking shall be limited to either 10 percent of the total measurements recorded or the extent of measurements that can be accomplished in a normal 8-hour business day.
3. If rechecks yield measurements that differ from the measurements documented in the final report by more than the tolerances allowed, the measurements shall be noted as "FAILED."
4. If the number of "FAILED" measurements is greater than 10 percent of the total measurements checked during the final inspection, the testing and balancing shall be considered incomplete and shall be rejected.
B. TAB Work will be considered defective if it does not pass final inspections. If TAB Work fails, proceed as follows:1. Recheck all measurements and make adjustments. Revise the final report and balancing device
settings to include all changes; resubmit the final report and request a second final inspection.2. If the second final inspection also fails, Owner may contract the services of another TAB contractor
to complete TAB Work according to the Contract Documents and deduct the cost of the services from the original TAB contractor's final payment.
C. Prepare test and inspection reports.3.13 BUILDING AUTOMATION CONTRACTOR'S COMMISSIONING RESPONSIBILITIES
A. Perform commissioning tests at the direction of the Engineer.B. Attend construction phase controls coordination meeting.C. Attend testing, adjusting, and balancing review and coordination meeting.D. Participate in HVAC&R systems, assemblies, equipment, and component maintenance orientation and
inspection as directed by the Engineer.E. Provide information requested by the Engineer for final commissioning documentation.F. Provide measuring instruments and logging devices to record test data, and provide data acquisition
equipment to record data for the complete range of testing for the required test period.G. Provide 16 hours of onsite commissioning assistance of the new VAV zones installed as part of this
project including re-commissioning of existing AHU-1 controls.
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SECTION 26 00 10BASIC ELECTRICAL REQUIREMENTS
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PART 1 - GENERAL
1.1 SCOPE OF WORKA. Contract and General and Supplementary Conditions and Division 1 Specifications are hereby made a
part of Division 26, 27, and 28 as fully as if repeated herein. Where provisions of Division 1 and 26, 27, and 28 conflicts, the greater or stricter shall prevail.
B. Where any items covered in the documents outlined in paragraph "A" or “B” above is repeated in this Section, it is intended to call particular attention to or to qualify them; it is not intended that any other parts of these documents shall be assumed to be omitted if not repeated herein.
C. Electrical work shall comply with the requirements indicated in all sections of Division 216, 27, and 28. Examine all Divisions of the specifications and drawings to determine the complete Scope of electrical work.
D. The work to be done under Division 26, 27, and 28 of the Specifications shall include the furnishing of all labor, material, equipment, tools and appurtenances and performing all operations necessary to provide complete, fully functional systems in accordance with the Specifications, the Drawings and requirements of the applicable codes and standards listed herein. Where the specification, drawings, applicable codes or standards conflict provide the greater or stricter requirements.
E. Visit area of construction where Work is to take place, and examine the construction site carefully, noting locations and conditions under which the Work will be performed and accepting the responsibility for performing the Work under the existing conditions.
F. The work shall include:1. The work shown and specified in the contract drawings and specifications.2. Commissioning of Systems – assistance and coordination.3. Conduit, wire and electrical connections to items furnished under other Divisions.4. Supplementary steel, channel and supports.5. Coordination with Construction Manager and General Contractor for controlled environmental
conditions for stored and installed equipment in compliance with NFPA 70B and the manufacturers/vendor’s requirements. This includes equipment furnished by others and stored or installed under this Section.
6. Provide controllers, starters and variable speed drives for plumbing, fire protection, heating, ventilating and air conditioning equipment except for packaged equipment with integral controllers, unless otherwise indicated.
7. Power wiring and connections for all Heating, Ventilating, Air Conditioning, Plumbing Systems, and Utilization Equipment including power wiring to control panels.
8. Thermostats and switches directly controlling equipment shall be furnished under Divisions 21, 22, 23, 35 and installed and wired under Division 26 unless otherwise indicated.
9. Provide conduit and wiring for motor operated shades, projection screens and their control stations. Install control stations.
10. All material and appurtenances that can reasonably be inferred to be a part of the electrical systems and necessary to its proper operation, but not specifically mentioned or indicated on the drawings, shall be furnished and installed without additional charge.
11. Identification and Signage as required herein, by code and local authorities.12. Concrete precast pits, manholes, handholes, frames and covers and miscellaneous hardware for
Work in Division 26, 27, and 28.13. Touch-up painting of damaged prefinished equipment.14. Fire stopping, smoke, acoustical, water and environmental seals.15. Furnish, erect, maintain, relocate, and remove all hoisting, rigging, staging and scaffolding required to
perform the work of this Section of the specifications.16. Provide cutting and patching under provisions of Division1.17. Provide core drilling through concrete, steel reinforcement and metal decking.
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18. Provide required sleeves. Coordinate and set sleeves and watertight fittings in construction as it progresses so as not to impede the work of other trades.
19. Start up and acceptance testing for all systems provided or installed under this section. Include all requirements indicated herein, recommended by manufacture or system vendor, and as required by the Owner or Commissioning Authority. Submit written documentation of all inspections and testing.
20. Commissioning of Building Systems- assistance and coordination with Owner and Commissioning Authority.
21. Attendance at and support of Integrated Systems testing (after all start-up and acceptance testing is complete) of all systems. Include in bid time for 2 electricians (including foreman) for 3 days’ time. Refer to individual sections for required scope.
1.2 RELATED WORKA. The following items of procedures, requirements, labor and material incidental and/or related to the
installation of the Electrical Work are specified under other Divisions of these Specifications unless specifically indicated otherwise. Provide, assist and coordinate work to meet requirements indicated in the Specifications and on the Drawings.1. Cutting and patching in accordance with the requirements under Division 1.2. Temporary fire alarm system – Division 1.3.2. Controlled environmental conditions for electrical equipment per the manufacture’s
recommendations or as specified in this Division by the General contractor. 4.3. Concrete work including forms for duct banks, generator/equipment pads, housekeeping pads for
equipment – Division 3.5.4. Reinforcing steel.6.5. Watertight penetrations for electrical conduits through roof – Division 7.7.6. Flashing and caulking – Division 7.8.7. Painting of all equipment and material other than touch up of prefinished fixtures, equipment and
other Electrical components – Division 9.9.8. Furnishing and setting of motors for Process, Heating, Ventilating, Air Conditioning and Plumbing
Systems is included under each applicable division of work. 10.9. Temperature control systems Heating, Ventilating and Air conditioning systems including
controls, relays, time clocks, wiring and devices are provided under Division 23 and 25 unless specifically indicated otherwise. This includes 120V control wiring unless otherwise indicated. Provide 20 A/IP circuit breakers for these systems.
11.10. Communications cabling and equipment are by owner.12.11. Telephone system equipment and instruments are provided by the owner.13.12. Security system equipment, wiring and connection by Owner unless specifically indicated
otherwise.14.13. Installation, Wiring and Connection of Owner’s Equipment, unless indicated on the Drawings
or in the Specifications.B. The following items incidental and/or related to the installation of the electrical work will be furnished
and/or installed by others and wired and/or installed under this Section.1. Sprinkler system tamper, flow, pressure, supervisory and alarm switches are provided under Division
21 and wired under this Section.2. Any Division 21, 22, 23 and 25 furnished motor controllers, variable frequency drives, capacitors and
associated disconnects for installation under this Section.3. Duct smoke detectors integral to the unit. Connect to the fire alarm system through an addressable
relay.C. Furnish the following items for installation under other Divisions and provide coordination, cooperation,
assistance and wiring as required:1. Duct smoke detectors for installation in ductwork per NFPA 72 under Division 23. Furnish quantity
required to meet the installation requirements of NFPA 72.
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2. Pitch pocket or approved roofing penetration material for conduit or lighting protection system for installation under Division 7.
3. Furnish access panels as required for electrical work behind finished surfaces or otherwise concealed for installation under Division 8.
4. Anchor bolts and associated templates for poured-in-place light standard bases for installation under Division 3.
5. Precast pits, concrete manholes and handholes for installation under Division 3.D. Install items furnished by others, including Owner’s furnished equipment. Coordinate delivery and be
responsible for unloading from delivery vehicles, rigging, and for safe handling and field storage up to the time of installation. Under this Division shall be responsible for: 1. Coordination of delivery and shipping splits for size and weight restrictions of the project site.2. Any necessary field assembly and internal connections, as well as mounting in place of the items,
including the purchase and installation of all dunnage supporting members and fastenings necessary to adapt them to architectural and structural conditions.
3. Connection to building systems including the purchase and installation of all terminating fittings, lugs, etc. necessary to adapt and connect them to the building systems.
4. Provide all work indicated in the specifications and on the drawings related to the pre-purchased items that are not specifically indicated as pre-purchased.
5. Carefully examine such items upon delivery, and advise the General Contractor and Owner of nay damages or defects noted, as well as the shipper.
6. Installation, testing, coordination of vendor’s work and responsibilities and compliance with warranty coverage, requirements and support.
E. Owner Pre-purchased equipment is specified in the following sections: 1. 263213 - Engine Generators2. 263353 - Static Uninterruptible Power Supply3. 263600 - Transfer Switches.
F. Work by Owner 1. Refer to Division 1 for additional requirements and information.2. Accommodate concurrent work provided by Owner.
1.3 COORDINATION OF THE WORKA. Refer to Division 1 for additional requirements for coordination of the work including Section on Project
Management and Coordination.B. Before submitting bid, examine all Drawings and Specification, including other Divisions, for requirements
that affect work of all this Division and include it in the scope of work for this section whether or not such work is specifically mentioned in this Division. Be responsible, under this Division of the Specifications, for the proper coordination of the electrical work the installations under other Divisions, including proper clearances. Any changes required to avoid interferences shall be submitted to the Architect for approval and shall be made as approved, without additional cost to the Owner.
C. Coordinate work with that of all other trades affecting or affected by work of this Division. Cooperate with such trades to ensure the steady progress of work under the contract.
D. Coordinate work with the general contractor and the project schedule. Provide manpower and materials as required to meet the schedule and not to interfere with or impede the progress of or increase the cost of work by others. Submit shop drawings and order equipment in a timely manner. Expedite deliveries and manufacturing as required.
E. Deliver products to the project in a timely manner to meet all schedule requirements, properly identified with name, model numbers, compliance labels, and other information needed for identification.
F. Install materials and apparatus as fast as conditions of the building will permit. Materials and apparatus must be installed when directed and in the fashion specified. Examine the Architectural Drawings for the location of suitable openings and aisles for the passage of equipment to be installed under this Section. The installer shall be responsible for having suitable openings and aisles left open until his equipment has been properly installed. If necessary, request the vendor to ship equipment in sections sized to permit passage. Provide sleeves, pockets, supports and incidentals.
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G. Examine the drawings, the building construction, and vertical transportation for weight and size restrictions. Provide equipment and installation methods to comply with restrictions including shipping split sizes, weights, and disassembled components as required. Obtain manufacturer’s approval and assurance warranty will be honored.
H. Coordination Drawings: 1. General: electronic copies of CAD Drawings of the contract drawings will be provided by the Architect
for Installer’s use in preparing coordination drawingsa. The Architect makes no representations as to the accuracy or completeness of CAD Drawings
as they relate to the Contract Drawings. b. Installer is responsible for accuracy of coordination drawings. Do not resubmit original design
drawings without verifying accuracy.2. Prepare and submit coordination Drawings where close and careful coordination is required for
installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.a. Show the interrelationship of components indicated on separate shop Drawings.b. Indicate required installation sequences.c. Comply with requirements contained in Section “Submittals.”
3. Work installed prior to complete and reviewed coordination drawings must be corrected as required at no additional expense to the project.
4. Prepare and submit coordination drawings above and below grade (refer to Section 26 05 43) in conjunction with the other Trades, on common drawings of at least 3/8”=1’-0”, as directed by General Contractor or Construction Manager.a. Each system shall be color-coded, and for CAD drawings, each system shall be on a different
layer.b. Meet to resolve conflicts between the various Installers prior to submission to the Architect for
review.c. Identify conflicts resolved that include changes to the design.d. Note on coordination drawings submitted to the Architect any conflicts that the trades could
not resolve. The Architect will provide direction that all Installers will comply with, at no additional cost to the project.
e. In general, distribution systems which require pitch or slope such as plumbing drains, steam and condensate piping shall have the right of way over those which do not. Lighting fixtures have minimal flexibility and should not be moved without prior approval.
f. Install work to avoid interferences and to allow proper clearance around all trades’ work for access, maintenance and as required by code.
g. Prepare coordination drawings in the following order (subject to above): HVAC (with lighting fixtures indicated), plumbing, fire protection, electrical and telecommunications systems.
5. Indicate the proposed locations of piping, ductwork, equipment, and materials. Include the following:a. Clearances for installing, replacing, and maintaining insulation.b. Clearances for servicing, replacing, and maintaining equipment, including tube removal, filter
removal, and space for equipment disassembly required for periodic maintenance.c. Clearances for maintaining, replacing, and servicing electrical equipment shall be in
accordance with NEC.d. Equipment connections and support details.e. Exterior wall and foundation penetrations.f. Fire-rated wall and floor penetrations.g. Sizes and location of required concrete pads and bases.h. Valve stems movement.
6. Indicate Scheduling, sequencing, movement, and positioning of large equipment into the building during construction.
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7. Prepare floor plans, elevations, and details to indicate penetrations in foundations, floors, walls, and ceilings and their relationship to the other penetrations and installations.
8. Prepare reflected ceiling plans to coordinate and integrate installations, air outlets and inlets, light fixtures, communication systems components, sprinklers, and other ceiling-mounted items.
9. Submit one set of electronics files of CAD Coordination Drawings, and three sets of CAD Coordination Drawings plots.
I. In all spaces, prior to installation of visible material and equipment, including access panels, review Architectural Drawings for exact locations and where not definitely indicated request information from Architect.
J. Check contract Drawings as well as Shop Drawings of all Installers and vendors to verify and coordinate space in which work of this section will be installed.
K. Obtain from manufacturers the proper method of installation and connection of the equipment that is to be furnished, installed or wired. Obtain all information that is necessary to facilitate the work and to complete the project.
1.4 QUALIFICATIONS / QUALITY ASSURANCE A. Refer to Division 1 for additional; requirements for quality assurance and control of the installation.B. Receive, handle, house, and protect equipment required for installation under this specification. Replace
damaged equipment with new equipment. Provide environmental requirements per NFPA 70B and manufacturer’s requirements during shipping, storage and installation.
C. Review submittals of equipment furnished under other Divisions prior to installation and electrical rough-in. verify location, size, and required connections. Coordinate details of equipment connections with supplier and Installer.
D. Utilize installers with at least five years’ experience and properly trained, licensed or certified in the type of work to be performed.
E. Manufactures shall be companies experienced and properly trained, licensed or certified in manufacturing products specified for a minimum of five years.
F. Be responsible for the care and protection of all work included in this Section until it has been tested and accepted.
G. Protect all equipment and materials from damage from all causes including theft. All materials and equipment damaged or stolen shall be repaired or replaced with equal material or equipment.
H. Protect all equipment, outlets and openings with temporary plugs, caps and covers. Protect work and materials of other trades from damage that might be caused by work or workmen and make good any damage caused.
I. Provide workmanship in accordance with the best accepted practices. Rework installations judged by the architect as unacceptable.
J. Testing Agency Qualifications: Member Company of NETA or a Nationally Recognized Testing Laboratory (NRTL).1. Testing Agency’s Field Supervisor: Currently certified by NETA to supervise on-site testing.
K. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
L. UL Compliance: Listed and labeled under UL 1778 by an NRTL.1.5 REGULATORY REQUIREMENTS AND STANDARDS
A. Refer to Division 1 for additional regulatory or reference requirements.B. Arrange and pay for permits, licenses, inspections, and certificates. Give the proper Authorities all
requisite notices or information required relating to the work under this Section. Request inspections from Authorities Having Jurisdiction. At the conclusion of the work, deliver certificates of inspection from Authorities Having Jurisdiction to the Owner’s Representative.
C. Provide products listed and classified by an OSHA certified Nationally Recognized Testing Laboratory (NRTL) as suitable for purpose specified and indicated. Provide NRTL-listed material and equipment where standards are available. Notify Architect of any material or equipment that is not NRTL listed when submitting information.
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D. Perform work in strict accordance with the rules, regulations, listing or labeling requirements, standards codes, ordinances, and laws of local, state and Federal governments, and other authorities having legal jurisdiction over the site. No additional compensation shall be granted for work that must be changed as a result of the work not originally complying with the codes, standards, local requirements, etc.
E. Equipment and installation shall be suitable for the wind, snow, ice, flood, and earthquake requirements indicated in the Building Code and ASCE 7 for the location and usage.
F. Manufacturer Seismic qualification Certification – Submit certification that equipment will withstand seismic forces defined above the following: 1. Basis for Certification – Indicate whether withstand certification is based on actual test of assembled
components or on calculation.a. The term “withstand” means “the unit will remain in place without separation of any parts from
the device when subject to the seismic forces specified.”b. The term “withstand” means “the unit will remain in place without separation of any parts from
the device when subjected to the seismic forces specified and the unit will be fully operational after the seismic event.”
2. Dimensioned Outline Drawings of Equipment Unit – identify center of gravity and locate and describe mounting and anchorage provisions.
3. Detailed description of equipment anchorage devices on which the certification is based and their installation requirements.
G. Comply with all requirements of the National Electrical Code Article 708 (NFPA 70) and NFPA 1600 – Standard on Disaster/Emergency Management and Business Continuity Programs.
H. Materials and equipment shall be manufactured, installed and tested as specified in the latest and required editions of applicable parts of the following publications, standards and rulings of: 1. State and local codes and ordinances.2. Local Utility Company Requirements and Standards.3. AADAG – Americans with Disabilities Act guidelines4. ANSI – American National Standards institute5. ASCE7 – Minimum Design loads for Buildings and other Structures 6. ASHRAE – American Society of Heating, refrigeration and Air Conditioning Engineers7. ASME – American Society of Mechanical Engineers8. ASTM – American Society for Testing Materials9. BICSI – Building Industry consulting Service International, Inc.10. EIA/TIA – Electronics Industry Association / Telecommunications Industry Association11. EPA – Environmental Protection Agency12. EPACT05 – Energy Policy Act of 200513. FM – Factory Manual14. IEEE – Institute of Electrical and Electronic Engineers 15. ICEA – Insulated Cable Engineers’ Association16. IMSA – International Municipal Signal Association17. NBFU – National Board of Fire Underwriters18. NEC – National Electrical Code (ANSI/NFPA 70).19. NFPA – National Fire Protection Association20. NEMA – National Electrical Manufacturers’ Association21. NETA – National Electrical Testing Association22. NRTL – Nationally Recognized Testing Laboratory. (OSHA Certified)23. OSHA – Occupational Safety and Health Act24. UL – Underwriters’ Laboratories, Inc.
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I. Where conflicts occur among the codes, ordinances, standards, Drawings or Specifications, the more restrictive requirements shall govern.
J. The Drawings and Specifications do not undertake to repeat requirements written or all work required in the above codes, ordinances and standards.
K. Comply with applicable codes and regulations regarding toxicity of combustion products of materials used.
L. Legally dispose of all materials. Adhere to all regulations regarding disposal of hazardous material. Recycle hazardous material where recycling is possible. Submit certificates of legal recycling or disposal to the Architect. Include copy in the Operation and Maintenance Manual.
M. Nothing in these Contract Documents shall be construed to permit work not conforming with applicable codes and regulations. When conflicts occur the more restrictive requirements shall govern.
N. Should the Facility have established building standards, rules or regulations, obtain a copy from the Building Owner and comply with them.
1.6 SUBMITTALSA. Provide and submit under provisions of Division 1 and as indicated herein.B. Submit at time of bid any equipment or materials that have lead times that will affect the construction
schedule. Provide alternate costs to expedite delivery and manufacturing so that the project schedule can be accomplished.
C. Submit at a time of bid, any proposed substitutions. List reasons the owner should accept substitutions including improved performance or equal performance and improved delivery time. Acceptance of substitutions is subject to acceptance by the Architect, whose decision will be final. A substitution is considered to be any manufacturer or product not specifically identified in the specifications or drawings. If only performance requirements are indicated, and no specific manufacturer is indicated, then a manufacturer meeting the Contract Document requirements is not considered a substitute.
D. Substitutions of specifically indicated items will be reviewed only if identified at time of bid, otherwise submittals will be returned rejected. It is the proposer’s responsibility to submit the first time; all information required to prove equality and a written letter on the proposer’s letterhead indicating that the item is in full compliance with the Contract Documents and will fit in the designated location. Include in bid, coordination of all work and all costs for all trades for any work that may be required, including any architectural or engineering fees, to accommodate the substitution. Acceptance of the proposed substitution is up to the Architect and is not assured. Review will include, but is not limited to, quality, life cycle costs, size, appearance, construction, manufacturer, service record, efficiency, dependability, performance, etc.
E. Submit for review, within 10 days after being given Notice to Proceed and prior to the submission of any shop drawings, an itemized list of manufacturers of material and equipment and of firms or subcontractors proposed to be used to perform the work. Include a list of submissions and the proposed schedule to submit them, so that based on the approval times and procedures indicated below, the proposed project schedule will be accomplished. FAILURE TO SUBMIT WITHIN THE TIME LIMIT OF 10 DAYS WILL BE CONSIDERED A CONTRACT VIOLATION and will require that all items will be provided in a timely manner to maintain the schedule and all costs required to meet the schedule are included to expedite delivery and manufacturing.
F. After approval of the list and schedule, submit 1 electronic set of detailed Shop drawings and product Data per the submission schedule or within 30 days or sooner if required to meet the construction schedule. Substitutions will not be accepted for failure to comply with the schedule above. Electronic submission that matches the Electronic Submission.
G. Submit related shop drawings at one time. SUBMIT ALL ITEMS IN A SPECIFICATION SECTION AT THE SAME TIME. Incomplete submittals will be held until a complete submittal is accumulated.
H. The review of systems, equipment and Shop Drawings is a general review subject to the Contract Drawings, specifications and verification of all measurements at the job. Review does not relieve the installer from the responsibility of Shop Drawing errors or complying with the Specifications and Drawings. Carefully check and correct all Shop Drawings prior to submission for approval. Regardless of any information included in the shop drawings submitted for review, the requirements of the Contract Documents shall not be superseded in any way by the Shop Drawing review.
I. MARK SUBMITTALS TO CLEARLY IDENTIFY (INCLUDING WHEN PHOTOCOPIED) PROPOSED EQUIPMENT INCLUDING THEIR ACCESSORIES, OPTIONS, AND MODIFICATIONS AND EXCLUDE PARTS NOT APPLICABLE TO THE PROJECT. OTHERWISE THE ARCHITECT WILL REJECT THE SUBMITTAL.
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J. Each submittal shall be reviewed, stamped and certified prior to submission to the Architect. Such certification shall be made by a person duly authorized to sign binding Agreements for the Contractor. The certification shall state that the data and details contained on each Shop Drawing, layout drawing, catalog data and brochure has been reviewed by the Contractor for conformance to the contract documents and that it complies with the Contract Documents in all respects. Submittals will not be reviewed and will be returned to the Contractor unchecked unless they are certified.
K. It is intended that Submittals be complete and accurate at the first submission. If the Submittal is returned marked “Resubmit,” only one additional submittal will be permitted. If the second Submission is not acceptable, the right of selection will be lost and the Architect will specify exactly what is required and the specified products shall be provided at no additional cost to the Project.
L. A minimum period of two weeks, exclusive of transmittal time, will be required by the Architect’s office each time Submittals are submitted or resubmitted for review. This time period shall be considered when scheduling the work, and any costs associated with expediting equipment delivery to meet the Schedule will be at no additional cost to the Owner. Submittals of numerous items at the same time may extend the time needed for review, so plan accordingly.
M. Provide submittals in a timely manner sufficiently in advance to give ample time for checking, correcting, resubmitting and rechecking if necessary. No claim for delay or additional costs will be granted for failure to comply with his requirement.
N. If proposed equipment deviates from the Specifications or Drawings, indicate those differences and provide sufficient data to justify acceptance. Failure To Indicate Deviations Or Substitutions Implies Full Compliance With Drawings And Specifications.
O. Indicate clearly all equipment, components or assemblies that are not NRTL listed or labeled. Failure to indicate otherwise implies NRTL listing or labeling.
P. Provide products of one manufacturer for each classification of equipment.Q. Meet Project requirements including space, and weight restrictions before submitting to Architect.
Equipment shall be of proper size for its allocated space. Equipment may be disassembled so that it can be installed through available openings only if it will not invalidate manufacturer’s warranties.
R. At the job site, maintain the latest equipment submittals showing the action taken by the Architect. Make these submittals available to Architect.
S. Product Data: submit catalog data sheets or other published materials showing appearances, electrical ratings characteristics and a connection requirements, performance characteristics, dimensions, weights, installation methods, and space requirements of electrical equipment and their accessories, as listed below and required by the individual sections. 1. 260500 - Common Work Results for Electrical2. 260519 - Low-Voltage Electrical Power Conductors and cables (600V and Below)3. 260523 - Control-Voltage Electrical Power Cables4. 260526 – Grounding and Bonding for Electrical Systems5. 260529 - Hangers and Supports for Electrical Systems6. 260533 - Raceway and Boxes for Electrical Systems7. 270536 - Cable Trays for Electrical Systems8. 260543 - Underground Ducts and Raceways for Electrical Systems9. 260548 - Vibration and Seismic Controls for Electrical Systems10. 260553 - Identification for Electrical Systems 11. 260573 - Short Circuit Coordination and Arc Flash Study12. 260924 - Lighting Control Devices13. 262726 - Wiring Devices 14. 262416 - Panelboards15. 265100 – Interior Lighting16. 263602 – 3-way Manual Transfer Switch
T. Shop Drawings: Submit shop drawings (drawn to scale) indicating physical size and arrangement, (plans and elevations) construction details, provisions for conduits, access requirements for installation and
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maintenance, finishes, and materials used in fabrication. Supplement shop drawings with wiring diagrams and information as described under Product Data. Provide shop drawings for the following and as required by the individual sections: 1. 260500 - Underground Coordination Drawings 2. 260010 – Coordination Drawings
U. Manufacturer’s Instructions: 1. Indicate application conditions and limitations of use stipulated by product testing agency specified
under regulatory requirements.2. Include instructions for storage, handling, protection, examination, preparation, operation and
installation of product.3. Include instructions on manufacturer’s requirements for cable restraint in equipment.4. Submit manufacturer’s standard and recommended receiving start up and acceptance testing
checklists.V. In addition to copies of submittals as required under Operation and Maintenance Manuals, provide
electronic copies of all submittal information in PDF or Microsoft word format with O&M manuals.1.7 EXTRA MATERIALS
A. Provide extra materials as specified in each section.B. Extra materials shall be turned over to the Owner prior to receiving final payment. Obtain itemized receipt
properly signed and dated. Submit with request for final payment.C. Extra materials shall be in original standard manufacturer’s packaging.
1.8 PROJECT RECORD DOCUMENTSA. Provide and submit under provisions of Division 1 and this Section the following:
1. Record Drawings2. Specifications3. Product Data 4. Operation and Maintenance Manual5. Equipment Warranties6. Certification of proper disposal of regulated materials.
B. Refer to Division 1 for additional Project record document requirements beyond those indicated herein.C. Provide and maintain at the site a set of prints on which shall be accurately indicated the actual installation
of all work under this Division, indicating any variation from Contract Drawings, including change orders, field conditions, Architect’s direction and changes in sizes, locations and dimensions. Changes in circuitry shall be clearly and completely indicated as the work progresses. Modify Schedules to reflect data consistent with that of the installed equipment.
D. Record Drawings shall be maintained in a clean, dry and legible condition and shall not be used for construction purposes.
E. These progress prints shall be available for inspection by the architect and shall be used to determine the progress of electrical work. Indicate daily progress by color-coding materials and apparatus installed. Progress prints shall be reviewed weekly and shall be corrected immediately if found inaccurate or incomplete. Drawings will be used as a guide for determining the progress of the work installed. Requisitions for payment will not be approved until the Drawings are accurate and up-to-date.
F. At the completion of the work, obtain and pay for a CADD set of record drawings, modify drawings to represent the work as actually noted on the marked-up prints, including the DIMENSIOND location of all underground conduits. Remove all superseded data to show only the completed installation. Mark all Drawings as “Final Record Drawings” and date them.
G. Electronic files shall be AutoCAD or Revit.H. Provide phase load data and final circuit identification for all panelboards as part of Record Drawing
submittal.I. Furnish these record documents to the Architect for review and transmission to the Owner.
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1.9 OPERATING INSTRUCTIONS AND MAINTENANCE (O&M) DATAA. In addition to the requirements of Division 1, provide the following: After completion of the work and prior
to final completion furnish and deliver three copies of a complete O&M manual. Each manual shall include one copy of each approved shop drawing, catalog pages, instruction sheets, operating instructions, installation, instructions and recommended maintenance procedures and intervals, and spare parts bulletins. Provide separate sections for each separate system, i.e., power system, lighting system, fire alarm system, sound system, security system, etc.
B. Give detailed instructions, using Operation and Maintenance (O&M) manuals, prior to final completion of work, to the responsible personnel designated by the Owner in the operation and maintenance of all work installed under this Division. A letter with two copies containing the name of the person or persons to whom the instructions were given and the dates of the instruction period shall be submitted to the Architect at the completion of the project. Provide instructions for the following in cooperation with the manufacture: 1. Electrical service, switchboards and switchgear 2. Generator system3. Transfer switch operation4. Roll up generator and load bank connection procedures5. Lighting control system6. Fire alarm system7. UPS system
C. Prepare sets of manufacturer’s catalogs, and other similar data, including the necessary photographic equipment cuts, wiring diagrams covering all mechanical equipment and devices furnished and installed under this Section.
D. These manuals shall provide complete instructions for the proper operation and use of the equipment, together with instructions for lubrication and periodic maintenance and trouble-shooting. Operating instructions shall be specific for each system and shall include copies of posted specific instructions.
E. This manual shall contain only that information which specifically applies to this Project and all unrelated material shall be deleted.
F. During the instruction period, this manual shall be used and explained.G. The material shall be bound in 3-ring binders, indexed, and have a table of Contents. On the edge of the
binder, provide a clear, see through plastic holder with a typed card indicating the Project name, the Architect’s name, the Installer’s name and the Volume number (e.g. Vol. No. 1 of 2).
H. Include a copy of all test reports and certifications in the O&M Manuals. I. Include name, address and telephone number of the manufacturer’s representative and service company
for each piece of equipment so that the source of replacement parts and service for each item of equipment can be readily obtained.
J. Provide three copies of the O&M manual information on CD ROM or DVD. Files shall be in a readable format such as PDF or image files (TIF, etc.). Record drawings shall be scanned in, and shall also include AutoCAD dwg files if Record Drawings are provided on Cad.
K. Furnish these manuals tot eh Architect for review and transmission to Owner.1.10 WARRANTY
A. Refer to individual sections and Division 1 for additional warranty (guarantee) requirements.B. Remedy work performed under this Division that is found not to comply with the Contract Documents,
requires excessive service, or fails less than one year from the date of final acceptance.C. Manufacturers shall provide their standard warranties for material and equipment furnished under this
Division, unless otherwise indicated in each Section.D. Materials, equipment and work furnished under this Division shall be guaranteed against all defects in
materials and workmanship for a period of one year, commencing with the date of final acceptance by the Owner. Any failure due to defective materials, equipment or workmanship shall be corrected as quickly as possible and at no expense to the Owner, including all damage to areas, materials and other systems resulting from such failures.
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E. Upon receipt of notice from the owner of failure of any part of the systems during the guarantee period, the affected parts shall be replaced as quickly as possible. Any equipment requiring excessive service (more than two unscheduled services) shall be considered defective and shall be replaced.
1.11 INTERPRETATION OF CONTRACT DOCUMENTSA. Division 1, General and Supplementary Conditions are in addition to the requirements indicated in Division
26, 27, and 28, Drawings and Specifications.B. Where Drawings or Specifications conflict or are unclear, advice Architect in writing before Award of
Contract. Otherwise, interpretations of Contract Documents by the Architect shall be final, and no additional compensation shall be permitted due to discrepancies or unclarities resolved according to the Architect’s interpretation.
C. The intent of the Drawing and Specifications is to assist and guide and to establish minimum requirements.
D. Drawings and Specifications form complimentary requirements; provide work specified and not indicated, and work indicated and not specified as though explicitly required by both.
E. Should there be conflicts in Contract Documents, provide the greater quantity, the higher quality and the more restrictive of equipment and work.
F. Electrical Drawings do not limit responsibility of determining full extent of work required by Contract Documents. Refer to Architectural, HVAC, Electrical, Telecommunications, Security, Plumbing, Fire Protection, Structural, specialty trades and other Drawings and other Divisions that indicate types of Construction in which work shall be installed and work of other trades with which work of this Division must be coordinated.
G. Except where modified by a specific notation to the contrary, it shall be understood that the indication and/or description of any item, in the Drawings or Specifications or both, carries with it the instruction to furnish and install the item, regardless of whether or not this instruction is explicitly stated as part of the indication or description.
H. Items referred to in singular number in Contract Documents shall be provided in quantities necessary to complete work.
I. Where Drawings or Specifications do not coincide with manufacturer’s recommendations, or with applicable Codes and Standards, alert Architect in writing before installation. Otherwise, make changes in installed work as Architect requires within Contract Price.
J. It is the intent of these Contract Documents to have systems and components that are fully complete and operational and fully suitable for the intended use. There may be situations in the documents where insufficient information exists to precisely describe a certain component or subsystem, or the routing of a component. In cases such as this, where the bidder has failed to notify the Architect of the situation prior to contract award, provide the specific component or subsystem with all parts necessary for the intended use, fully complete and operational, and installed in workmanlike manner either concealed or exposed per the design intent.
K. In situations where potential conflicts exist and Installer believes guidance is required, submit a sketch identifying a proposed solution and the architect shall review, note, if necessary, and return this sketch appropriately marked as required.
L. Portions of these Drawings and Specifications are abbreviated and may include incomplete sentences. Infer the omitted words or phrases such as “the Contractor shall”, “shall be”, “as indicated on the Drawings”, “in accordance with details”, “a”, “the”, and “all”.
M. “As permitted” means by Code, by Architect or by prevailing conditions.N. “Acceptable”, “approved”, and “satisfactory” means by Architect.O. Work indicated on the Drawings is intended to be approximately correct to scale, but figures, dimensions,
and detailed Drawings are to be followed. Take measurements at the building before fabrication commences.
P. Size of pipes or conduits and methods of installing them are indicated, but it is not intended to show every offset and fitting, nor every structural difficulty that may be encountered.
Q. Drawings are generally diagrammatic and indicate the arrangement and approximate location of fixtures, equipment and conduits. When necessary to deviate from the arrangement indicated, to meet structural conditions or to clear work of other Divisions, inform the Architect of proposed deviation before proceeding. Obtain in the field all information relevant to the placing of electrical work.
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R. Drawings and Specifications do not undertake to indicate every item required to produce a complete and properly operating installation. Materials, equipment or labor not indicated but which can be reasonably inferred to be necessary for a fully complete, secure and properly operating installation suitable for the intended use shall be provided.
S. The right is reserved to make reasonable changes in locations of equipment indicated in Drawings prior to installation without increase in contract cost.
T. Schematic diagrams shown on the drawings indicate the required functions only. Standard circuits of the particular manufacturer may be used to accomplish the functions indicated without exact adherence to the schematic drawings shown. Furnish additional wiring or conduit required for such deviations.
U. Generally, except in the case of certain raceways and empty and underground raceways, the runs of feeder, branch circuits and signal systems raceways are not indicated on the drawings. Final determination as to the routing shall be governed by structural conditions, and interferences with other trades and by terminal locations on apparatus.
V. Contract Documents indicate scope of work required. Jurisdictional assignment shall be a responsibility under this Section’s contractual obligation.
W. The Term “Conduit” or “C” is used on the Drawings as a generic term for raceways. The exact raceway to be used shall be specified in the specifications or notes.
X. The following definitions apply to the Drawings and Specifications: 1. Furnish: The term “furnish” is used to mean “supply and deliver to the Project site, ready for
unloading, unpacking, assembly, installation, and similar operations”.2. The term “install” is used to describe operations at project site including the actual “unloading,
unpacking, rigging in place, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations”.
3. Provide: the term “provide” means to furnish and install, complete and ready for the intended use”. 4. Installer: An “Installer” is the Contractor or any entity engaged by the Contractor, either as an
Employee, Subcontractor, or Sub-Subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform. TEMPORARY LIGHT, POWER AND FIRE ALARM
Y. Work provided under Division 1.
PART 2 - PRODUCTS
2.1 SPECIFIED PRODUCTS AND SUBSTITUTIONSA. Provide new, unused, full weight, standard equipment that meets or exceeds Contract Document
requirements to the satisfaction of the Architect. No equipment or material shall be used unless previously approved by the Architect.
B. The manufacturer’s catalog number and description is the base of the design and established quality and performance required for this project. Generally, the first manufacturer listed is the one the project design is based on.
C. Manufacturers of generally compatible products may also be listed, subject to compliance with requirements. Substitution of equal products or manufacturers of equal products are also acceptable when indicated in each section.
D. The description following a catalog number is basically to identify the item but may also call for accessories, options, or modifications that are beyond the cataloged item.
PART 3 - EXECUTION
3.1 PREPARATIONA. Prior to beginning work in a particular area of the project visit the site and examine conditions under which
work must be performed, including preparatory work done under other Divisions or Contracts or by the Owner. Report conditions that might affect work adversely in writing through Contractor to Architect. Do
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not proceed with work until defects have been corrected and conditions are satisfactory. Commencement of work shall be construed as complete acceptance of existing conditions and preparatory work.
B. Arrangements shall be made to have the openings, inserts, sleeves, and other such incidentals set in place ahead of the construction work, where practical to eliminate the need for cutting and patching. If cutting becomes necessary for the installation of the work, it shall be done under this Division in accordance with the requirements for Division 1 and other applicable Divisions. All openings shall be neatly patched and finished to match the adjoining work in a manner approved by the Architect. Penetrations in fire-rated walls or floors must be fire-stopped as indicated in Section 26 05 00 – Common Work Results for Electrical and in Division 7. All cutting shall be performed in a manner not to weaken the structural parts. The cutting manner and method shall meet the approval of the Architect.
C. The equipment shall be kept upright at all times. If equipment has to be tilted for ease of passage through restricted areas, the manufacturer shall brace the equipment to ensure that the tilting does not impair the functional integrity of the equipment. Comply with manufacturer’s requirements.
3.2 INSTALLATION A. Do not cut structural members without written acknowledgement from the Architect. B. Do not attach to metal roof decking.C. Arrange equipment so working parts are accessible for inspection, repair, and renewal.D. Where not specified or indicated, mount equipment at heights directed by the Architect.E. Generally, the Drawings do not show wiring. Provide wiring to best suit circuiting indicated on the
Drawings.F. Single-phase non-lighting circuits require separate neutrals. Circuits to data processing equipment and
isolated or dedicated circuits require separate neutrals. Circuits for lighting may use common neutrals as allowed by the Electric Code. Systems furniture shall use common neutrals as indicated on the Drawings.
G. Do not combine or reduce the number of homeruns indicated on the Drawings without written acknowledgment from the Architect.
H. Locate pull boxes, panelboards, control pushbuttons, terminal cabinets, safety switches and such other apparatus as may require periodic maintenance, operation, or inspection, so that they are easily accessible. If such items are shown on the plans in locations which are found to be inaccessible, advice the Architect of the situation before work is advanced to the point where extra costs will be involved.
I. Circuits on panelboards shall be field connected to result in evenly balanced loads on each phase.J. The panelboard circuit numbering system is for outlet grouping purposes only indicate the final circuit
identification on the record Drawings and the panelboard schedules.K. Any work installed contrary to Contract Drawings shall be subject to changes as directed by the Architect,
and no extra compensation will be allowed for making these changes.L. Where installed in damp, wet and areas requiring washing down, all surface mounted panel boxes,
junction boxes, conduit, etc., shall be supported by spacers to provide a clearance between wall and equipment.
M. All connections to equipment shall be made as required, and in accordance with the approved shop and installation drawings.
N. Unless otherwise approved by the Architect, conduit indicated exposed shall be installed exposed; conduit indicated concealed shall be installed concealed.
O. Where exact locations are required for roughing in, stubbing-up and terminating conduit request Shop Drawings, equipment location drawings, foundation drawings, and any other data required to locate the concealed conduit before the floor slab is poured or wall or ceiling is installed.
P. Verify the ceiling type, ceiling suspension system and clearance above hung ceilings prior to ordering lighting fixtures. Notify the Architect of any discrepancies.
Q. Fire ratings of enclosures, walls, ceilings, and floors shall be maintained. Penetrations for electrical Work shall be fire-stopped as indicated in Division 7, Section 26 05 00 or indicated in individual Sections and Drawings, or by Architect. Review Architectural drawings for fire ratings.
R. Smoke ratings, acoustical, water tightness of enclosures, walls, ceilings, and floors shall be maintained. Provide necessary fittings, accessories and coordination as required.
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S. Do not use powder actuated tools or Anchors without written permission from the General Contractor or Construction Manager. Only allow personnel who are properly trained and licensed to sue the power actuated tools.
3.3 TESTING AND STARUPA. Provide start up and acceptance testing as indicated in individual sections and in Section 26 08 13. Submit
written results.B. Assist owner in performing commissioning.
3.4 INSTRUCTIONSA. For additional requirements for starting, demonstration, and instructions of systems refer to Division 1.B. Provide starting, demonstration, and instructions of systems as required in individual Sections.C. Insure that the Owner’s operating personnel are made entirely familiar with the nature, operation, and
maintenance of the systems and equipment provided under this Division.3.5 SUBTANTIAL COMPLETION
A. For additional requirements refer to Division 1 Closeout Procedures.B. When work under this Section (or designated portion of Work) is considered substantially complete,
submit written notice through the general Contractor with a list of items remaining to be completed or corrected.
C. All systems shall be operational and tested. Submit test reports.D. Submit local authority final sign off inspection reports. Include copy in O&M manuals.E. Should Architect observe and find Work is not substantially complete, written notification will be provided
listing observed deficiencies.F. Remedy deficiencies and send a second written notice of substantial completion.G. When Architect finds Work is substantially complete, a Certificate of Substantial Completion will be
prepared in accordance with provisions of General Conditions.H. Submit test reports for review prior to Architect’s site visit.
3.6 FINAL COMPLETIONA. For additional requirements refer to Division 1 Closeout Procedures.B. When Work under this Section is considered complete, submit through the General Contractor written
certification that: 1. Contract documents have been reviewed.2. Work has been inspected for compliance with Contract Documents.3. Work has been completed in accordance with Contract Documents (and deficiencies listed with
Certificate of Substantial Completion have been corrected).4. Equipment and systems have been tested, adjusted and balanced and are fully operational.5. Work is complete and ready for final Architect review.
C. Upon completion of all work, and as a condition to receiving final payment, furnish tot eh Architect the following original, signed certificates and include copies of these certificates as part of the Operation and Maintenance manuals:1. From the manufacturer’s authorized representative, stating that authorized factory engineers have
inspected and tested the operation of their respective equipment and found same to be installed in accordance with the manufacturer’s requirements and to be in satisfactory operating condition. This certification shall be provided for all major equipment and for all complete systems. It is not required for other components unless specifically requested by the Architect.
2. Certificate of inspections, letters, and notices from the appropriate government-authorized inspectional authorities stating that all portions of the work (indicate trade and responsibility) have been inspected and are installed in conformance with the applicable codes, laws, ordinances and referenced standards. If non-conformance notices are received, include the re-inspection certificate, letter of explanation, etc. as required to indicate complete conformance. Provide written evidence of all variations, exceptions, variances, etc. given by the inspectors.
3. Certificate from the Installing firm responsible for the work (indicate trade and responsibility) signed by an authorized officer or owner of the Firm and the Foreman or Project Manager in charge, stating
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that tot eh best of the signer’s knowledge and belief that the project (indicate project name and address) has been installed in compliance with the Contract Plans, Specifications, Addenda, and all applicable codes and laws, ordinances and referenced standards. Where subcontractors perform a portion of the work of this Section, include certificates from them.
D. Should Architect observe and find Work incomplete, the review will be promptly suspended and written notification will be provided through the General Contractor.
E. Complete Work, remedy deficiencies and send a second certification of final completion.F. Architect shall, upon receipt of a second certification of completion, make a second review and provide
notification in writing through the general Contractor, listing observed deficiencies.G. When Architect finds work complete, close-out submittals will be considered.
END OF SECTION 26 00 05
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SECTION 26 51 00 INTERIOR LIGHTING
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PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Interior lighting fixtures, LEDs, drivers, lamps, and ballasts.
2. Exit signs.
3. Lighting fixture supports.
B. Related Sections:
1. Division 26 Section "Lighting Control Devices" for automatic control of lighting, including time switches, photoelectric relays, and occupancy sensors.
2. Division 26 Section "Wiring Devices" for manual wall-box dimmers for LED lamps.
1.3 DEFINITIONS
A. BF: Ballast factor.
B. CCT: Correlated color temperature.
C. CRI: Color-rendering index.
D. HID: High-intensity discharge.
E. LED: Light-emitting diode
F. LER: Luminaire efficacy rating.
G. Lumen: Measured output of lamp and luminaire, or both.
H. Luminaire: Complete lighting fixture, including ballast housing if provided.
1.4 SUBMITTALS
A. Product Data: For each type of lighting fixture, arranged in order of fixture designation. Include data on features, accessories, finishes, and the following:
1. Physical description of lighting fixture including dimensions, LED driver information, life, output (lumens, CCT, and CRI) and energy-efficiency data.
2. Emergency lighting units including battery and charger.
2.3. Photometric data and adjustment factors based on laboratory tests, complying with IESNA Lighting Measurements Testing & Calculation Guides, of each lighting fixture type. The adjustment factors shall be for lamps, ballasts, and accessories identical to those indicated for the lighting fixture as applied in this Project.
a. Manufacturer Certified Data: Photometric data shall be certified by a manufacturer's laboratory with a current accreditation under the National Voluntary Laboratory Accreditation Program for Energy Efficient Lighting Products.
B. Shop Drawings:
1. For nonstandard or custom lighting fixtures. Include plans, elevations, sections, details, and attachments to other work. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and size of each field connection.
2. Wiring Diagrams: For power, signal, and control wiring.
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3. Lighting Control / Dimming system: Coordination and installation information, including but not limited to component information, interconnection / wiring diagrams, product sheets.
C. Installation instructions.
D. Coordination Drawings: Reflected ceiling plan(s) and other details, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved:
1. Lighting fixtures.
2. Suspended ceiling components.
3. Partitions and millwork that penetrate the ceiling or extends to within 12 inches (305 mm) of the plane of the luminaires.
4. Ceiling-mounted projectors.
5. Structural members to which suspension systems for lighting fixtures will be attached.
6. Other items in finished ceiling including the following:
a. Air outlets and inlets.
b. Speakers.
c. Sprinklers.
d. Smoke and fire detectors.
e. Occupancy sensors.
f. Access panels.
E. Field quality-control reports.
F. Operation and Maintenance Data: For lighting equipment and fixtures to include in emergency, operation, and maintenance manuals.
G. Warranty information.
1.5 QUALITY ASSURANCE
A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by manufacturers' laboratories that are accredited under the National Volunteer Laboratory Accreditation Program for Energy Efficient Lighting Products.
B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
C. Comply with NFPA 70.
D. NFPA 101 Compliance: Comply with visibility and luminance requirements for exit signs.
1.6 COORDINATION
A. Coordinate layout and installation of lighting fixtures and suspension system with other construction that penetrates ceilings or is supported by them, including HVAC equipment, fire-suppression system, and partition assemblies.
1.7 WARRANTY
A. Warranty for Lighting Fixtures: Manufacturer's standard form in which manufacturer of lighting fixtures agrees to repair or replace components that fail in materials or workmanship within 24 months after installation.
B. Warranty for Lighting Controls and Sensors: Refer to section 260924 Lighting Controls.
C. Warranty period for LED Driver: Five years form date of Substantial Completion.
D. Special Warranty for Emergency Lighting Batteries: Manufacturer's standard form in which manufacturer of battery-powered emergency lighting unit agrees to repair or replace components of rechargeable batteries that fail in materials or workmanship within specified warranty period.
C.
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products: Subject to compliance with requirements, provide products as indicated on Drawings.
2.2 GENERAL REQUIREMENTS FOR LIGHTING FIXTURES AND COMPONENTS
A. LED Fixtures: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
B. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures.
C. Metal Parts: Free of burrs and sharp corners and edges.
D. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent warping and sagging.
E. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position.
F. Diffusers and Globes:
1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation.
a. Lens Thickness: At least 0.125 inch (3.175 mm) minimum unless otherwise indicated.
2.3 LIGHTING FIXTURE SUPPORT COMPONENTS
A. Comply with Division 26 Section "Hangers and Supports for Electrical Systems" for channel- and angle-iron supports and nonmetallic channel and angle supports.
B. Single-Stem Hangers: 1/2-inch (13-mm) steel tubing with swivel ball fittings and ceiling canopy. Finish same as fixture.
C. Twin-Stem Hangers: Two, 1/2-inch (13-mm) steel tubes with single canopy designed to mount a single fixture. Finish same as fixture.
D. Wires: ASTM A 641/A 641M, Class 3, soft temper, zinc-coated steel, 12 gage (2.68 mm)
E. Rod Hangers: 3/16-inch (5-mm) minimum diameter, cadmium-plated, threaded steel rod.
F. Hook Hangers: Integrated assembly matched to fixture and line voltage and equipped with threaded attachment, cord, and locking-type plug.
2.4 LED LAMP DRIVER
A. Listed AND Labeled AS defined in NFPA 70 by a qualified testing agency, and marked for intended location and application.
1. Energy Start certified.
2.5 DIMMER
A. LED Dimmer Switch: Solid state dimmers shall operate smoothly over their operating ranges without audible lamp or dimmer noise or RFI. Modules shall include integral or external filters to suppress audible noise and RFI.
2.6 EMERGENCY LIGHTING UNITS
A. General Requirements for Emergency Lighting Units: Self-contained units complying with UL 924.
2. Charger: Fully automatic, solid-state type with sealed transfer relay.
3. Operation: Relay automatically turns lamp on when power-supply circuit voltage drops to 80 percent of nominal voltage or below. Lamp automatically disconnects from battery when voltage
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approaches deep-discharge level. When normal voltage is restored, relay disconnects lamps from battery, and battery is automatically recharged and floated on charger.
4. Test Push Button: Push-to-test type, in unit housing, simulates loss of normal power and demonstrates unit operability.
5. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle charge; bright glow indicates charging at end of discharge cycle.
7. Integral Time-Delay Relay: Holds unit on for fixed interval of 15 minutes when power is restored after an outage.
8. Remote Test: Switch in hand-held remote device aimed in direction of tested unit initiates coded infrared signal. Signal reception by factory-installed infrared receiver in tested unit triggers simulation of loss of its normal power supply, providing visual confirmation of either proper or failed emergency response.
A.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Lighting fixtures:
1. Set level, plumb, and square with ceilings and walls unless otherwise indicated.
2. Install lamps in each luminaire.
B. Temporary Lighting: If it is necessary, and approved by Architect, to use permanent luminaires for temporary lighting, install and energize the minimum number of luminaires necessary. When construction is sufficiently complete, remove the temporary luminaires, disassemble, clean thoroughly, install new lamps, and reinstall.
C. Lay-in Ceiling Lighting Fixtures Supports: Use grid as a support element.
1. Install ceiling support system rods or wires, independent of the ceiling suspension devices, for each fixture. Locate not more than 6 inches (150 mm) from lighting fixture corners.
2. Support Clips: Fasten to lighting fixtures and to ceiling grid members at or near each fixture corner with clips that are UL listed for the application.
3. Fixtures of Sizes Less Than Ceiling Grid: Install as indicated on reflected ceiling plans or center in acoustical panel, and support fixtures independently with at least two 3/4-inch (20-mm) metal channels spanning and secured to ceiling tees.
4. Install at least one independent support rod or wire from structure to a tab on lighting fixture. Wire or rod shall have breaking strength of the weight of fixture at a safety factor of 3.
D. Suspended Lighting Fixture Support:
1. Pendants and Rods: Where longer than 48 inches (1200 mm), brace to limit swinging.
2. Stem-Mounted, Single-Unit Fixtures: Suspend with twin-stem hangers.
3. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of fixture chassis, including one at each end.
4. Do not use grid as support for pendant luminaires. Connect support wires or rods to building structure.
E. Connect wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors and Cables."
3.2 IDENTIFICATION
A. Install labels with panel and circuit numbers on concealed junction and outlet boxes. Comply with requirements for identification specified in Division 26 Section "Identification for Electrical Systems."
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SECTION 28 31 11DIGITAL ADDRESSABLE FIRE-ALARM SYSTEM
Page 1 of 4
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PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:1. Manual fire-alarm boxes.2. Notification appliances.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For fire-alarm system. Include plans, elevations, sections, details, and attachments to other work.1. Comply with recommendations in the "Documentation" Section of the "Fundamentals of Fire Alarm
Systems" Chapter in NFPA 72.2. Include voltage drop calculations for notification appliance circuits.3. Include single-line connection diagram.4. Include floor plans to indicate final outlet locations showing address of each addressable device.
Show size and route of cable and conduits.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Personnel shall be trained and certified by manufacturer for installation of units required for this Project.
B. Source Limitations for Fire-Alarm System and Components: Obtain fire-alarm system from single source from single manufacturer. 1. Existing Components Removed in Areas Requiring Demolition: Maintain in place protected against
damage or remove, store and reinstalled. B.2. New Components: Components shall be compatible with, and operate as, an extension of existing
system.
C. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.
D. NFPA Certification: Obtain certification according to NFPA 72 by a UL-listed alarm company.
1.5 PROJECT CONDITIONS
A. Interruption of Existing Fire-Alarm Service: Do not interrupt fire-alarm service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary guard service according to requirements indicated:1. Notify Owner no fewer than seven days in advance of proposed interruption of fire-alarm service.2. Do not proceed with interruption of fire-alarm service without Owner's written permission.
B. Interruption of the fire alarm system for 4 hours or more requires notification to the OSFM and LFD and a fire watch.2.1. Interruption of the existing fire alarm service coordination shall include the Office of
State Fire Marshal as the Authority Having Jurisdiction. Meriden Fire Department shall be included in addition to the other parties identified in the project specification. CFPC 2018; 13.7.1.4.3, 13.7.5.1, 13.7.5.2, 13.7.5.3, 13.7.5.6; NFPA 72-2013;10.3.2, 10.3.4, 14.4.1
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PART 2 - PRODUCTS
2.1 MANUAL FIRE-ALARM BOXES
A. General Requirements for Manual Fire-Alarm Boxes: Comply with UL 38. Boxes shall be finished in red with molded, raised-letter operating instructions in contrasting color; shall show visible indication of operation; and shall be mounted on recessed outlet box. If indicated as surface mounted, provide manufacturer's surface back box.1. Single-action mechanism, pull-lever type; with integral addressable module arranged to
communicate manual-station status (normal, alarm, or trouble) to fire-alarm control unit.2. Station Reset: Key- or wrench-operated switch.
2.2 SYSTEM SMOKE DETECTORS
A. General Requirements for System Smoke Detectors:1. Comply with UL 268; operating at 24-V dc, nominal.2. Detectors shall match existing system requirements.3. Integral Addressable Module: Arranged to communicate detector status (normal, alarm, or trouble)
to fire-alarm control unit.4. Base Mounting: Detector and associated electronic components shall be mounted in a twist-lock
module that connects to a fixed base. Provide terminals in the fixed base for connection to building wiring.
5. Self-Restoring: Detectors do not require resetting or readjustment after actuation to restore them to normal operation.
6. Integral Visual-Indicating Light: LED type indicating detector has operated and power-on status.
B. Photoelectric Smoke Detectors:1. Detector address shall be accessible from fire-alarm control unit and shall be able to identify the
detector's location within the system and its sensitivity setting.2. An operator at fire-alarm control unit, having the designated access level, shall be able to manually
access the following for each detector:a. Primary status.b. Device type.c. Present average value.d. Present sensitivity selected.e. Sensor range (normal, dirty, etc.).
2.3 NOTIFICATION APPLIANCES
A. General Requirements for Notification Appliances: Connected to notification appliance signal circuits, zoned as indicated, equipped for mounting as indicated and with screw terminals for system connections.1. Combination Devices: Factory-integrated audible and visible devices in a single-mounting
assembly, equipped for mounting as indicated and with screw terminals for system connections.
B. Chimes, Low-Level Output: Vibrating type, 75-dBA minimum rated output.
C. Chimes, High-Level Output: Vibrating type, 81-dBA minimum rated output.
D. Horns: Electric-vibrating-polarized type, 24-V dc; with provision for housing the operating mechanism behind a grille. Comply with UL 464. Horns shall produce a sound-pressure level of 90 dBA, measured 10 feet (3 m) from the horn, using the coded signal prescribed in UL 464 test protocol.
E. Visible Notification Appliances: Xenon strobe lights comply with UL 1971, with clear or nominal white polycarbonate lens mounted on an aluminum faceplate. The word "FIRE" is engraved in minimum 1-inch- (25-mm-) high letters on the lens.1. Mounting: Wall mounted unless otherwise indicated.2. For units with guards to prevent physical damage, light output ratings shall be determined with
guards in place.3. Flashing shall be in a temporal pattern, synchronized with other units.4. Strobe Leads: Factory connected to screw terminals.5. Mounting Faceplate: Factory finished, match building standard.
2.4 ADDRESSABLE INTERFACE DEVICE
A. Description: Microelectronic monitor module, NRTL listed for use in providing a system address for alarm-initiating devices for wired applications with normally open contacts.
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PART 3 - EXECUTION
3.1 EQUIPMENT INSTALLATION
A. Comply with NFPA 72 for installation of fire-alarm equipment.
B. Connecting to Existing Equipment: Verify that existing fire-alarm system is operational before making changes or connections.1. Connect new equipment to existing control panel in existing part of the building.2. Connect new equipment to existing monitoring equipment at the supervising station.3. Expand, modify, and supplement existing control and monitoring equipment as necessary to
extend existing control and monitoring functions to the new points. New components shall be capable of merging with existing configuration without degrading the performance of either system.
C. Smoke- or Heat-Detector Spacing:1. Comply with NFPA 72, "Smoke-Sensing Fire Detectors" Section in the "Initiating Devices" Chapter,
for smoke-detector spacing.2. Comply with NFPA 72, "Heat-Sensing Fire Detectors" Section in the "Initiating Devices" Chapter,
for heat-detector spacing.3. Smooth ceiling spacing shall not exceed 30 feet (9 m).4. Spacing of detectors for irregular areas, for irregular ceiling construction, and for high ceiling areas
shall be determined according to Appendix A or Appendix B in NFPA 72.5. HVAC: Locate detectors not closer than 3 feet (1 m) from air-supply diffuser or return-air opening.6. Lighting Fixtures: Locate detectors not closer than 12 inches (300 mm) from any part of a lighting
fixture.
D. Duct Smoke Detectors: Comply with NFPA 72 and NFPA 90A. Install sampling tubes so they extend the full width of duct.
E. Audible Alarm-Indicating Devices: Install not less than 6 inches (150 mm) below the ceiling. Wall mounted device height shall match wall mounted horn/strobe device height. Install bells and horns on flush-mounted back boxes with the device-operating mechanism concealed behind a grille.
F. Visible Alarm-Indicating Devices: Install adjacent to each alarm bell or alarm horn and at least 6 inches (150 mm) below the ceiling.1. Mount top of device 84” wall mounted horn/strobe devices such that the entire lens is 80” to 96”
above finish floor.
1.G. Manual pull stations shall be 3’-6” to 4’-6” from the operation part to the finished floor.
3.2 CONNECTIONS
3.3 IDENTIFICATION
A. Identify system components, wiring, cabling, and terminals. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems."
3.4 GROUNDING
A. Ground fire-alarm control unit and associated circuits; comply with IEEE 1100. Install a ground wire from main service ground to fire-alarm control unit.
3.5 FIELD QUALITY CONTROL
A. Inspection required by OSFM. OSFR required to witness final test. CSFSC 2018 Part III 905.5, 907.2; NFPA 72-2013; 14.4.1.2. Field tests shall be witnessed by authorities having jurisdiction.
B. Perform tests and inspections.1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect
components, assemblies, and equipment installations, including connections, and to assist in testing.
C. Tests and Inspections:1. Visual Inspection: Conduct visual inspection prior to testing.
a. Inspection shall be based on completed Record Drawings and system documentation that is required by NFPA 72 in its "Completion Documents, Preparation" Table in the "Documentation" Section of the "Fundamentals of Fire Alarm Systems" Chapter.
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b. Comply with "Visual Inspection Frequencies" Table in the "Inspection" Section of the "Inspection, Testing and Maintenance" Chapter in NFPA 72; retain the "Initial/Reacceptance" column and list only the installed components.
2. System Testing: Comply with "Test Methods" Table in the "Testing" Section of the "Inspection, Testing and Maintenance" Chapter in NFPA 72.
3. Factory-authorized service representative shall prepare the "Fire Alarm System Record of Completion" in the "Documentation" Section of the "Fundamentals of Fire Alarm Systems" Chapter in NFPA 72 and the "Inspection and Testing Form" in the "Records" Section of the "Inspection, Testing and Maintenance" Chapter in NFPA 72.
D. Reacceptance Testing: Perform reacceptance testing to verify the proper operation of added or replaced devices and appliances.
E. Fire-alarm system will be considered defective if it does not pass tests and inspections.
